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#25-8380 (Quality Enterprises USA Inc.)
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. **NEW** ROUTING SLIP Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. Risk Risk Management 2. County Attorney Office County Attorney Office 43)oZ-ZS 4. BCC Office Board of County Commissioners tt5 4. Minutes and Records Clerk of Courts Office Ati aat_ ihe..740 5. Procurement Services Procurement Services PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above,may need to contact staff for additional or missing information. Name of Primary Staff Cole Chandler/Procurement Contact Information 239-252-8987 Contact/Department Agenda Date Item was January 13,2026 Agenda Item Number 16.C./L Approved by the BCC Type of Document Agreement Number of Original 1 Attached Documents Attached PO number or account N/A 25-8380 Quality Enterprises USA number if document is Quality Enterprises USA Inc. to be recorded Inc. INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature STAMP OK N/A 2. Does the document need to be sent to another agency for additional signatures? If yes, N/A provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be CC signed by the Chairman,with the exception of most letters,must be reviewed and signed by the Office of the County Attorney. 4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board 5. The Chairman's signature line date has been entered as the date of BCC approval of the CC document or the final negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's CC signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip N/A should be provided to the County Attorney Office at the time the item is input into SIRE. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 8. The document was approved by the BCC on January 13,2026,and all changes made N/A is not during the meeting have been incorporated in the attached document. The County r�h A I an option for Attorney's Office has reviewed the changes,if applicable. � f this line. 9. Initials of attorney verifying that the attached document is the version approved by the N/A is not BCC,all changes directed by the BCC have been made,and the document is ready for the 5ittlril2 an option for Chairman's signature. this line. CONSTRUCTION AGREEMENT THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ("County" or "Owner") hereby contracts with Quality Enterprises USA, Inc.("Contractor") of 3494 Shearwater Street, Naples, FL 34117, a Foreign Profit Corporation, authorized to do business in the State of Florida, to perform all work ("Work") in connection with Pine Ridge Road & 1-75 IQ Main Replacement, Invitation to Bid No. 25-8380 ("Project"), as said Work is set forth in the Plans and Specifications prepared by Johnson Engineering, LLC, the Engineer and/or Architect of Record ("Design Professional") and other Contract Documents hereafter specified. Owner and Contractor, for the consideration herein set forth, agree as follows: • Section 1. Contract Documents. A. The Contract Documents consist of this Agreement, the Exhibits described in Section 6 hereof, the Legal Advertisement, the Bidding Documents and any duly executed and issued addenda, Change Orders, Work Directive Changes, Field Orders, and amendments relating thereto. All of the foregoing Contract Documents are incorporated by reference and made a part of this Agreement (all of said documents including the Agreement sometimes being referred to herein as the "Contract Documents" and sometimes as the "Agreement" and sometimes as the "Contract"). A copy of the Contract Documents shall be maintained by Contractor at the Project site at all times during the performance of the Work. B. Owner shall furnish to the Contractor one reproducible set of the Contract Documents and the appropriate number of sets of the Construction Documents, signed and sealed by the Design Professional, as are reasonably necessary for permitting. Section 2. Scope of Work. Contractor agrees to furnish and pay for all management, supervision, financing, labor, materials, tools, fuel, supplies, utilities, equipment and services of every kind and type necessary to diligently, timely, and fully perform and complete in a good and workmanlike manner the Work required by the Contract Documents. Applicable if Grant Funded. To the extent the Project is a "public works project," all iron or steel products used to perform the Work must be produced in the United States,which means that all manufacturing processes, from initial melting through application of coatings, occur in the United States, other than metallurgical processes to refine steel additives. Per Section 255.0993, F.S. Contractor understands that this project is funded in whole or in part by grant monies and agrees to comply with all grant requirements identified in Exhibit I. Section 3. Contract Amount. In consideration of the faithful performance by Contractor of the covenants in this Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid, to Contractor the following amount (herein "Contract Amount"), in accordance with the terms of this Agreement: One Million Nine Hundred Twenty-one Thousand Twenty-Six Dollars 1 Construction Services Agreement:[2025_ver.3] CAO ($1,921,026.00). The amount of One Hundred Thousand Dollars ($100,000.00) has been allocated as an Owner's Allowance. Any allowance dollar amount that has been included in the Contractor's Bid Schedule amount is not a guaranteed portion of the aforementioned Contract Amount but rather is only eligible for reimbursement by the Owner if and subject to whether a specific dollar amount of the allowance is expressly authorized by the Owner and formally agreed upon and memorialized by the Parties in writing (the "Owner's Allowance"). Any dollar portion of an Owner's Allowance that is not authorized by the Owner and memorialized by the Parties in writing, via Change Order, shall not be eligible for reimbursement/payment by the Owner as part of a Payment Application submitted by the Contractor. Section 4. Bonds. A. If applicable, the Contractor shall provide Performance and Payment Bonds, in the form prescribed in Exhibit B-1 and B-2, in the amount of 100% of the Contract Amount, plus any approved allowance as provided in Section 3, the costs of which are to be paid by Contractor. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall meet the requirements of the Department of the Treasury Fiscal Service, "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies" circular. This circular may be accessed via the web at https://fiscal.treasury.gov/surety-bonds/list-certified-companies.html. Should the Contract Amount be less than $500,000, the requirements of Section 287.0935, F.S. shall govern the rating and classification of the surety. B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes insolvent, its right to do business is terminated in the State of Florida, or it ceases to meet the requirements imposed by the Contract Documents, the Contractor shall, within five (5) calendar days thereafter, substitute at its cost and expense another bond and surety, both of which shall be subject to the Owner's approval. C. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Agreement, the specifications accompanying the Agreement, or to the work to be performed under the Agreement shall in any way affect its obligation on this bond, except as provided herein, and waive notice of any change, extension of time, alteration or addition to the terms of the Agreement or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Agreement that increase the total amount to be paid the Contractor shall automatically increase the obligation of the Surety on this bond and notice to the Surety is not required for such increased obligation. Section 5. Contract Time and Liquidated Damages. A. Time of Performance. Time is of the essence in the performance of the Work under this Agreement. The "Commencement Date" shall be established in the written Notice to Proceed to be issued by the Project Manager, as hereinafter defined. Contractor shall commence the Work within five (5) calendar days from the Commencement Date. No Work shall be performed at the Project site prior to the Commencement Date. Any Work performed by Contractor prior to the Commencement Date shall be at the sole risk of Contractor. Contractor shall achieve Substantial Completion within Seven Hundred (700) calendar days from the Commencement Date (herein "Contract Time"). The date of Substantial Completion of the Work(or designated portions thereof) 2 Construction Services Agreement:[2025_ver.3] CAO is the date certified by the Design Professional when construction is sufficiently complete, in accordance with the Contract Documents, so Owner can occupy or utilize the Work(or designated portions thereof)for the use for which it is intended, as more particularly defined herein at Section 16, Defined Terms. Contractor shall achieve Final Completion within Thirty (30) calendar days after the date the Punch List is delivered to the Contractor. Final Completion shall occur when the Agreement is completed in its entirety, is accepted by the Owner as complete and is so stated by the Owner as completed. As used herein and throughout the Contract Documents, the phrase "Project Manager" refers to the Owner's duly authorized representative and shall mean the Department Administrator or Division Director, as applicable, acting directly or through duly authorized representatives. B. Liquidated Damages in General. Owner and Contractor recognize that, since time is of the essence for this Agreement, Owner will suffer financial loss if Contractor fails to achieve Substantial Completion within the time specified above, as said time may be adjusted as provided for herein. In such event, the total amount of Owner's damages, will be difficult, if not impossible, to definitely ascertain and quantify. Should Contractor fail to achieve Substantial Completion within the number of calendar days established herein, Owner shall be entitled to assess, as liquidated damages, but not as a penalty, Eight Hundred Four Dollars ($804.00) for each calendar day thereafter until Substantial Completion is achieved. Further, in the event Substantial Completion is reached, but the Contractor fails to reach Final Completion within the required time period, Owner shall also be entitled to assess, and Contractor shall be liable for all actual damages incurred by Owner as a result of Contractor failing to timely achieve Final Completion. The Project shall be deemed to be substantially completed on the date specified by the Project Manager (or at his/her direction, the Design Professional) as memorialized in the Certificate of Substantial Completion issued pursuant to the terms hereof, and as more particularly defined herein at Section 16, Defined Terms. Contractor hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents a fair and reasonable estimate of the Owner's actual damages at the time of contracting if Contractor fails to Substantially or Finally Complete the Work within the required time periods. C. Computation of Time Periods. When any period of time is referenced by days herein, it shall be computed to exclude the first day and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation, and the last day shall become the next succeeding day which is not a Saturday, Sunday, or legal holiday. D. Determination of Number of Days of Default. For all contracts, the Owner will count default days in calendar days. E. Right of Collection. The Owner has the right to apply any amounts due Contractor under this Agreement or any other agreement between Owner and Contractor, as payment on such liquidated damages due under this Agreement in Owner's sole discretion. Notwithstanding anything herein to the contrary, Owner retains its right to liquidated damages due under this Agreement even if Contractor, at Owner's election and in its sole discretion, is allowed to continue and to finish the Work, or any part of it, after the expiration of the Contract Time including granted time extensions. 3 Construction Services Agreement:[2025_ver.3] CAD F. Completion of Work by Owner. In the event Contractor defaults on any of its obligations under the Agreement and Owner elects to complete the Work, in whole or in part, through another contractor or its own forces, the Contractor and its surety shall continue to be liable for the liquidated damages under the Agreement until Owner achieves Substantial and Final Completion of the Work, as more particularly defined herein at Section 16, Defined Terms. Owner will not charge liquidated damages for any delay in achieving Substantial or Final Completion as a result of any unreasonable action or delay on the part of the Owner. G. Final Acceptance by Owner. The Owner shall consider the Agreement complete when the Contractor has completed in its entirety all of the Work and the Owner has accepted all of the Work and notified the Contractor in writing that the Work is complete. Once the Owner has approved and accepted the Work, Contractor shall be entitled to final payment in accordance with the terms of the Contract Documents. H. Recovery of Damages Suffered by Third Parties. Contractor shall be liable to Owner to the extent Owner incurs damages from a third party as a result of Contractor's failure to fulfill all of its obligations under the Contract Documents. Owner's recovery of any delay related damages under this Agreement through the liquidated damages does not preclude Owner from recovering from Contractor any other non-delay related damages that may be owed to it arising out of or relating to this Agreement. Section 6. Exhibits Incorporated. Exhibits Incorporated: The following documents are expressly agreed upon, attached hereto, and made a part of this Agreement for Solicitation #25-8380 Pine Ridge Road & I-75 OQ Main. Exhibit A-1: Contractor's Bid Schedule Exhibit A-2: Contractor's Bid Submittal Forms and Addendums Exhibit A-3: Contractor's List of Key Personnel Assigned to the Project Exhibit B-1: Payment Bond Form I I Not Applicable Exhibit B-2: Performance Bond Form Not Applicable Exhibit B-3: Insurance Requirements Exhibit C: Release and Affidavit Form Exhibit D-1: Contractor Application for Payment Form Exhibit D-2: Schedule of Values Exhibit D-3: Stored Materials Record Exhibit E-1: Change Order Form Exhibit E-2 Work Directive Form Exhibit F-1: Certificate of Substantial Completion Form Exhibit F-2: Certificate of Final Completion Exhibit F-3: Punch List Form Exhibit G-1: Final Payment Checklist Exhibit G-2: Warranty Exhibit H: General Terms and Conditions Exhibit 1-1: Supplemental Terms and Conditions ❑ Applicable ® Not Applicable Exhibit 1-2: Affidavit Regarding Labor and Services 4 Construction Services Agreement:[2025_ver.3] CA01 The following documents are expressly agreed to be incorporated by reference and made a part of this Agreement for Solicitation #25-8380 Pine Ridge Road & I-75 IQ Main Replacement. The complete contract documents, including Addendum with attachments, are available on the County's on-line bidding system, which the parties agree comprise the final integrated agreement executed by the parties. Sections corresponding to any checked box( ) expressly apply to the terms of this Agreement and are available through the County's on-line bidding. ®Exhibit J: Technical Specifications ®Exhibit K: Permits 'Exhibit L: Standard Details ®Exhibit M: Plans and Specifications prepared by: Johnson Engineering, LLC ®Exhibit N: Environmental Health and Safety Requirements for Construction Projects Section 7. Notices A. All notices required or made pursuant to this Agreement by the Contractor to the Owner shall be deemed duly served if delivered by U.S. Mail or E-mail, addressed to the following: Collier County Board of County Commissioners, FL c/o Public Utilities Engineering & Project Management 3339 Tamiami Trail E, Suite 303 Naples, FL 34112 Attn: Lourdes Santiago, Project Manager Phone: 239-252-8838 Email: Lourdes.Santiago@collier.gov B. All notices required or made pursuant to this Agreement by Owner to Contractor shall be made in writing and shall be deemed duly served if delivered by U.S. Mail, or E-mail, addressed to the following: Quality Enterprises USA, Inc. 3494 Shearwater Street Naples, FL 34117 Attn: [Louis Gaudio, Vice President Phone: 239-435-7200 Email: Igaudio@geusa.com C. Either party may change its above noted address by giving written notice to the other party in accordance with the requirements of this Section. Section 8. PUBLIC ENTITY CRIMES. 8.1 By its execution of this Contract, Construction Contractor acknowledges that it has been informed by Owner of the terms of Section 287.133(2)(a), F.S. which reads as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity for the construction or repair of a public 5 Construction Services Agreement:[2025_ver.3] CAO building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." Section 9. Modification. No modification or change to the Agreement shall be valid or binding upon the parties unless in writing and executed by the party or parties intended to be bound by it. Section 10. Successors and Assigns. Subject to other provisions hereof, the Agreement shall be binding upon and shall inure to the benefit of the successors and assigns of the parties to the Agreement. Section 11. Governing Law. The Agreement shall be interpreted under, and its performance governed by the laws of the State of Florida. Section 12. No Waiver. The failure of the Owner to enforce at any time or for any period of time any one or more of the provisions of the Agreement shall not be construed to be and shall not be a waiver of any such provision or provisions or of its right thereafter to enforce each and every such provision. Section 13. Entire Agreement. Each of the parties hereto agrees and represents that the Agreement comprises the full and entire agreement between the parties affecting the Work contemplated, and no other agreement or understanding of any nature concerning the same has been entered into or will be recognized, and that all negotiations, acts, work performed, or payments made prior to the execution hereof shall be deemed merged in, integrated, and superseded by the Agreement. Section 14. Severability. Should any provision of the Agreement be determined by a court to be unenforceable, such a determination shall not affect the validity or enforceability of any other section or part thereof. Section 15. Change Order Authorization. The Project Manager shall have the authority on behalf of the Owner to execute all Change Orders and Work Directive Changes to the Agreement to the extent that authority is provided for under the Owner's Procurement Ordinance, as amended, and the terms of the Contract Documents. Section 16. Construction. (i) Any doubtful or ambiguous language contained in this Agreement shall not be construed against the party who physically prepared this Agreement. The rule sometimes referred to as "fortius contra proferentum" (pursuant to which ambiguities in a contractual term which appears on its face to have been inserted for the benefit of 6 Construction Services Agreement:[2025_ver.3] CAO one of the parties shall be construed against the benefited party) shall not be applied to the construction of this Agreement. (ii) Defined Terms: The following Defined Terms used in the Agreement shall be understood to be defined as expressly set forth below. Other terms referenced in the Agreement shall be understood as they may separately be defined herein or if not so defined shall be understood consistent with their natural and ordinary meaning. (a) "Application for Payment" shall mean the form provided by the Owner that is to be used by the Contractor in requesting a progress or final payment and which is to include such supporting documentation as is required by the Contract Documents. (b) "Construction Project" shall mean a Project, funded by Owner funds that involves the process of building, altering, repairing, improving, or demolishing any public structure or building, or other public improvements of any kind to any real property owned or under the control of the Owner, which Work is being performed under a Construction Contract. (c) "Construction Services" shall mean all labor and materials to be provided by Contractor in connection with the construction, alteration, repair, demolition, reconstruction, or any other improvements to real property. Construction Services also means Work. (d) "Contract" or "Contract Documents" shall refer to those documents described in Section 1, subsection A of the Agreement. (e) "Defective" shall mean an adjective which, when modifying the Work, refers to Work that is unsatisfactory, faulty, deficient or otherwise does not conform to the Contract Documents. (f) "Department" shall mean the Department or Division initiating and managing the Project on behalf of the Owner. (g) "Director" shall mean the Director or Administrator of the Department or Division initiating and managing the Project on behalf of the Owner. (h) "Final Acceptance"shall mean acceptance of the Work by the Owner as evidenced by the signature of the Project Manager or Design Professional upon the Certificate of Final Completion form, Exhibit F-2. Final Acceptance shall be deemed to have taken place only if and when such signature is affixed to such certificate. The Certificate of Final Completion shall be signed only after the Project Manager has assurance by tests, inspection, or otherwise that all of the provisions of the Contract Documents have been carried out, including completion of the Punch List form, Exhibit F-3. (i) "Professional" or "Design Professional" shall mean the professional architectural/engineering firm designated to perform the design, Construction Engineering and Inspection ("CEI") services, by an existing agreement, or resident in-house Owner engineering services for the Work. At times, Owner staff may perform the design for the Work in-house and shall be considered the Professional in relation to the Work or a particular portion of the Work. 7 Construction Services Agreement:[2025_ver.3] CAO (j) "Project" shall mean the total construction, of which the Work to be provided under the Contract Documents may be the whole or a part as indicated elsewhere in the Contract Documents. (k) "Project Manager" shall mean an individual employed by the Owner and assigned to manage and administer the Project which is the subject of the Contract Documents. (I) "Proper Invoice" shall mean an invoice that conforms with all statutory requirements and all requirements specified in the Contract Documents. (m)"Punch List" shall mean the approved list of incomplete and/or deficient Work that shall be completed by the Owner and Contractor after Substantial Completion but before the Final Acceptance can be certified by the Project Manager. The Punch List enumerates the items required to render complete, satisfactory and acceptable all Work by the Contractor. The Punch List is developed by the Contractor, Owner and Professional (if any) in accordance with the provisions of the Contract and within the time frames required therein. The Punch List essentially includes items of a minor nature; major items must be completed before Substantial Completion and cannot be considered to be Punch List work. (n) "Schedule of Values" shall mean a schedule showing all activities of the Work subdivided into component parts in sufficient detail to serve as the basis for measuring quantities in place and/or calculating amounts for progress payments during construction. The Schedule of Values shall be satisfactory in form and substance to the Project Manager. (o) "Substantial Completion" shall mean the status of completion of the Work which, in the opinion of the Project Manager as evidenced by a definitive Certificate of Substantial Completion, is complete in accordance with the Contract Documents, except for minor outstanding items listed on the Punch List. Substantial Completion includes, but is not limited to, the following occurring: (1)the Work can be safely utilized for the purposes for which it was intended; (2) all regulatory agency requirements are satisfied, including occupancy permits, operating certificates and similar releases, (3) all operational testing has successfully occurred; (4) all required training has successfully occurred; (5) all close-out documents (such as as-built drawings, certifications, warranties, guaranties, test reports, test logs, operational manuals, etc.) have been provided by the Contractor and accepted by the Owner, and permit acceptance by permitting agencies, if applicable, see Exhibit F-1. (p) "Work" shall mean the Work to be performed under this Agreement and shall consist of furnishing all tools, equipment, materials, supplies, and manufactured articles and for furnishing all transportation and services, including fuel, power, water, and essential communications, and for the performance of all labor, work, or other operations required for the fulfillment of the Agreement in strict accordance with the Specifications, schedules, Drawings, and other Contract Documents as herein defined, all of which are made a part hereof, and including such detailed sketches as may be furnished by the Professional from time to time during construction in explanation of said Contract Documents. The Work shall be 8 Construction Services Agreement:[2025_ver.3] complete, and all work, materials, and services not expressly shown or called for in the Contract Documents, which may be necessary for the complete and proper construction of the Work in good faith, shall be performed, furnished, and installed by the Contractor as though originally so specified or shown, at no increase in cost to the Owner. (q) "Written Directive" shall mean a written directive and also referred to as work directive, as required by in Exhibit H, Section 10.1, in the form that appears in Exhibit E-2 that is issued to a Contractor from Owner in instances where the parties cannot agree on price and/or costs associated with work arising from differing, unforeseen or emergency site conditions and the work in question is part of the "critical path" of the contract schedule. A written directive should ultimately be followed up with an agreed upon Change Order. A verbal Work Directive may only be issued in extraordinary emergencies when necessary to protect and promote the public interest, which shall be followed up with a written Work Directive within five (5) business days. Section 17. Order of Precedence In the event of any conflict between or among the terms of any of the Contract Documents, the terms of the Construction Agreement and the General Terms and Conditions shall take precedence over the terms of all other Contract Documents, except the terms of any Supplemental Conditions shall take precedence over the Construction Agreement and the General Terms and Conditions. To the extent any conflict in the terms of the Contract Documents including the Owner's Board approved Executive Summary cannot be resolved by application of the Supplemental Conditions, if any, or the Construction Agreement and the General Terms and Conditions, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the Contractor at Owner's discretion. Remainder of the page is left blank intentionally. 9 Construction Services Agreement:[2025_ver.3] IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated below. CONTRACTOR: TWO ITNESSES: Quality Enterprise USA, Inc. Fl ' T WITNESS Jeffery Masters By: Print Name 6.4, Louis J. Gaudio, Vice President / i1i( . Print Name and Title SECOND WITNESS Marcie Cohen Date: I0/a4 4)-C- Print Name ATTEST: OWNER: Crystal K. Kinzel, Clerk of Courts BOARD OF COUNTY COMMISSIONERS $,Ccptrollw OF COLLIER COUNTY FLORIDA / ___-- (-...) t.•o e BY tid • i i K as to Ghaltllla0 Dan Kowal, Chairman DaZ`'' sleatUfe oatyt, 4. A d as to For Legality: County Attorney St-4I 12---- -11-4-L-- Print Name &. ! 10 Construction Services Agreement:[2025_ver.3] CAO EXHIBIT A-1: CONTRACTOR'S BID SCHEDULE (FOLLOWING THIS PAGE) 11 Construction Services Agreement:[2025_ver.3] CAO Pine Ridge Road&1-75 IQ Main Replacement Construction ITB No.25-8380 Bid Schedule SECTION 1:GENERAL ITEM NO. DESCRIPTION QTY UNIT UNIT COST TOTAL COST 1 Mobilization/Demobilization(Limited to a Max of 10%of the Subtotal 1 LS $ 192,102.00 $ 192,102.00 Base Bid) 2 Maintenance of Vehicular and Pedestrian Traffic 1 LS $ 25,985.00 $ 25,985.00 3 Survey Layout&Record Drawings 1 LS $ 28,029.00 $ 28,029.00 4 Pre-Construction Video Recording 1 LS $ 1,815.00 $ 1,815.00 SECTION 1 SUBTOTAL: $ 247,931.00 SECTION 2:IQ WATER SYSTEM ITEM NO. DESCRIPTION QTY UNIT UNIT COST TOTAL COST 5 Furnish and Install 20"PVC DR18 IQ Water Main Pipeline Via Open-Cut 975 LF $ 351.00 $ 342,225.00 6 Furnish and Install 24"HDPE DR7 IQ Water Main Pipeline Via Horizontal 1 LS $ 1,080,955.00 $ 1,080,955.00 Directional Drill(STA 125+89 to STA 149+10),Wire Line Required 7 Furnish and Install 20"IQ Water Gate Valves 5 EA $ 21,492.00 $ 107,460.00 8 Furnish and Install Leak Detection Assembly 1 EA $ 6,300.00 $ 6,300.00 9 Furnish and Install IQ Water Air Release Valve 3 EA $ 5,718.00 $ 17,154.00 10 Connect to Existing 20"IQ Main(West side) 1 EA $ 15,566.00 $ 15,566.00 11 Connect to Existing 20"Gate Valve(East side) 1 EA $ 7,678.00 $ 7,678.00 12 Abandon and Grout Ex.20"PVC IQ Main 2,850 LF $ 31.00 $ 88,350.00 13 Demo Ex.IQ Valve Lid,Collar,and Valve Box,Bury Ex.Valve 3 EA $ 2,469.00 $ 7,407.00 SECTION 2 SUBTOTAL: $ 1,673,095.00 SUMMARY SECTION 1 GENERAL: $ 247,931.00 SECTION 2 IQ WATER SYSTEM: $ 1,673,095.00 SUBTOTAL BASE BID $ 1,921,026.00 *Staff has allocated$100,000 in Owner's Allowance-for Owners Use as Directed.This Allowance will be used only at the Owner's direction to accomplish work due to unforeseen conditions and/or as directed by the Owner.Inclusion of the Allowance as part of the Contract Price is not a guarantee that the Contractor will be paid any portion or the full amount of the Allowance.Expenditures of Owners Allowance will be made through Change Order with proper documentation of Time and Materials supporting the change. CAO EXHIBIT A-2: CONTRACTOR'S BID SUBMITTAL FORMS AND ADDENDUM (FOLLOWING THIS PAGE) 12 Construction Services Agreement:[2025_ver.3] CAO FORM 1-BID RESPONSE FORM BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY,FLORIDA Pine Ridge Road&I-75 IQ Main Replacement BID NO.25-8380 Full Name of Bidder Quality Enterprises USA, Inc. Main Business Address 3494 Shearwater Street, Naples, FL 34117 Place of Business Same Telephone No. (239) 435-7200 Fax No. N/A State Contractor's License# CBCA57231 /CUC057398 State of Florida Certificate of Authority Document Number F95000002550 Federal Tax Identification Number 54-0947002 DUNS# 050997386 CCR# Cage Code OXMZ7 To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA (hereinafter called the Owner) The undersigned,as Bidder declares that the only person or parties interested in this Bid as principals are those named herein, that this Bid is submitted without collusion with any other person, firm or corporation; that it has carefully examined the location of the proposed Work,the proposed form of Agreement and all other Contract Documents and Bonds,and the Contract Drawings and Specifications. Bidder proposes, and agrees if this Bid is accepted, Bidder will execute the Agreement included in the Bidding Documents, to provide all necessary machinery, tools, apparatus and other means of construction, including utility and transportation services necessary to do all the Work, and furnish all the materials and equipment specified or referred to in the Contract Documents in the manner and time herein prescribed and according to the requirements of the Owner as therein set forth, furnish the Contractor's Bonds and Insurance specified in the General Conditions of the Contract,and to do all other things required of the Contractor by the Contract Documents,and that it will take full payment the sums set forth in the following Bid Schedule: Unit prices shall be provided in no more than two decimal points,and in the case where further decimal points are inadvertently provided,rounding to two decimal points will be conducted by Procurement Services Division staff. Upon notification that its Bid has been awarded,the Successful Bidder will execute the Agreement form attached to the Bidding Documents within ten(10)calendar days and deliver the Surety Bond or Bonds and Insurance Certificates as required by the Contract Documents.The bid security attached is to become the property of the Owner in the event the Agreement,Insurance Certificates and Bonds are not executed and delivered to Owner within the time above set forth,as liquidated damages, for the delay and additional expense to the Owner, it being recognized that,since time is of the essence, Owner will suffer financial loss if the Successful Bidder fails to execute and deliver to Owner the required Agreement,Insurance Certificates and Bonds within the required time period. In the event of such failure, the total amount of Owner's damages, will be difficult, if not impossible,to definitely ascertain and quantify. It is hereby agreed that it is appropriate and fair that Owner receive liquidated damages from the Successful Bidder in the event it fails to execute and deliver the Agreement, Insurance Certificates, and Bonds as required hereunder. The Successful Bidder hereby expressly waives and relinquishes any right which it may have to seek to characterize the CA0 above noted liquidated damages as a penalty, which the parties agree represents a fair and reasonable estimate of Owner's actual damages at the time of bidding if the Successful Bidder fails to execute and deliver the Agreement, Insurance Certificates,and Bonds in a timely manner. Upon receipt of the signed and approved agreement and Purchase Order,the undersigned proposes to commence work at the site within five(5)calendar days from the commencement date stipulated in the written Notice to Proceed unless the Project Manager, in writing,subsequently notifies the Contractor of a modified(later)commencement date.The undersigned further agrees to substantially complete all work covered by this Bid within Seven Hundred (700) consecutive calendar days,computed by excluding the commencement date and including the last day of such period, and to be fully completed to the point of final acceptance by the Owner within Thirty(30)consecutive calendar days after the date the Punch List is delivered to the Contractor,computed by excluding commencement date and including the last day of such period. • Acceptance and acknowledged by an Authorize Agent Signatue� �-� Louis J. Gaudio Title: Vice President Date: 07/22/2025 CAO FORM 2-CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT Pine Ridge Road&I-75 IQ Main Replacement Bid No.25-8380 Name Personnel Category Chris Speros Construction Superintendent Ty Ewart Project Manager CAO FORM 3-MATERIAL MANUFACTURERS THIS FORM MUST BE COMPLETED OR BID MAY BE DEEMED NON-RESPONSIVE All Bidders shall confirm by signature that they will provide the manufacturers and materials outlined in this Bid specifications,including compliance with Florida Statute 255.20 to provide lumber,timber and other forest products produced and manufactured in the State of Florida as long as the price,fitness and quality are equal. Exceptions(when equals are acceptable) may be requested by completing the Material Manufacturer Exception List below. If an exception for a manufacturer and/or material is proposed and listed below and is not approved by Engineer/Project Manager,Bidder shall furnish the manufacturer named in the specification.Acceptance of this form does not constitute acceptance of material proposed on this list. Complete and sign section A OR B. Section A(Acceptance of all manufactures and materials in Bid specifications) On behalf of my firm,I confirm that we will use all manufacturers and materials as specifically outlined in the Bid specifications. Company: Quality Enterprises USA, Inc. Signature: Date:07/22/2025 Lo udio, Vice President Section B(Exception requested to Bid specifications manufacturers and materials) EXCEPTION MATERIAL EXCEPTION MANUFACTURER 1. 2. 3. 4. 5. Please insert additional pages as necessary. Company: - Signature: Date CAO FORM 4-LIST OF MAJOR SUBCONTRACTORS THIS FORM MUST BE COMPLETED OR BID MAY BE DEEMED NON-RESPONSIVE The undersigned states that the following is a list of the proposed subcontractors for the major categories outlined in the requirements of the Bid specifications. The undersigned acknowledges its responsibility for ensuring that the Subcontractors for the major categories listed herein are"qualified"(as defined in Ordinance 2017-08 and Section 15 of Instructions to Bidders)and meet all legal requirements applicable to and necessitated by the Contract Documents,including,but not limited to proper licenses, certifications, registrations and insurance coverage. The Owner reserves the right to disqualify any Bidder who includes non-compliant or non-qualified Subcontractors in its bid offer.Further,the Owner may direct the Successful Bidder to remove/replace any Subcontractor,at no additional cost to Owner,which is found to be non-compliant with this requirement either before or after the issuance of the Award of Contract by Owner.(Attach additional sheets as needed). Further, the undersigned acknowledges and agrees that promptly after the Award of Contract, and in accordance with the requirements of the Contract Documents,the Successful Bidder shall identify all Subcontractors it intends to use on the Project. The undersigned further agrees that all Subcontractors subsequently identified for any portion of work on this Project must be qualified as noted above. Major Category of Work Subcontractor and Address 1. Electrical N/A 2. Mechanical N/A 3. Plumbing N/A 4. Site Work N/A 5. Identify other subcontractors that represent more than 10% of price or that affect the critical path of the schedule N/A Company: Quality Enterprises USA. Inc. Signature: Date:07/22/2025 udio, Vice President CAO FORM 5-STATEMENT OF EXPERIENCE OF BIDDER THIS FORM MUST BE COMPLETED OR BID MAY BE DEEMED NON-RESPONSIVE/NON- RESPONSIBLE. SEE SUPPLEMENTAL QUALIFICATION REQUIREMENTS—(The Supplemental Qualifications takes precedence,should there be conflicting language with this form.) The Bidder is required to provide five (5) project references, stated below, of what work of similar magnitude completed within the last five (5)years is a judge of its experience,skill and business standing and of its ability to conduct the work as completely and as rapidly as required under the terms of the Agreement. 1. Design-Build 1-75 and Collier Blvd. Utility Relocation Collier County (project name) (project owner) Meets the Naples, FL 3339 Tamiami Trail East Naples. FL 34112 criteria for (project location) (Owner's address) working within Installation of utilities and restorartion of the FDOT ROW roads and sidewalks Shon Fandrich Senior Project Manager (project description) (Owner's contact person) (title) 01/2021 - 09/2021 $14,962,500.00 (239)315-2181 shon.fandrich@colliercountyfl.gov (project start/completion dates) (contract value) (phone) (email) 2. Pineda Causeway Water Transmission Mains City of Melbourne (project name) (project owner) Melbourne, FL 900 E. Strawbridge Ave., Melbourne, FL 32901 (project location) (Owner's address) Installation of 40,000 LF of water transmission main Jennifer Spagnoli City Engineer (project description) (Owner's contact person) (title) 12/2021 - 05/2024 $22,878.381.00 (321)608-5000 JENNIFER.SPAGNOLI na,MLBFL.ORG (project start/completion dates) (contract value) (phone) (email) 3. 41st St. Watermain Replacement City of Miami Beach (project name) (project owner) Miami Beach, FL 1700 Convention Center Dr.. Miami Beach, FL 33139 (project location) (Owner's address) Installation of approximately 1,500 LF of 20" Watermain Arturo Carrocera Principal E gineer (project description) (Owner's contact person) (title) 04/2024 - 09/2024 $2,272,554.90 (786) 417-4205 ARTUROCARROCERA{a7MIAMIBEACHFL.GOV (project start/completion dates) (contract value) (phone) (email) Cp0 FORM 5-STATEMENT OF EXPERIENCE OF BIDDER 4. Design-Build Logan Immokalee Forcemain Collier County (project name) (project owner) Naples, FL 3339 Tamiami Trail East, Naples. FL 34112 (project location) (Owner's address) Installation of 18,000 LF of 24" HDPE Forcemain by open cut and HDD Zamira DelToro Project Manager (project description) (Owner's contact person) (title) . Jan 2020 -Jul 2021 $9,858,072.00 (239)877-8338 ZAMIRA.DELTOROACOLLIERCOUNTYFL.GOV (project completion date) (contract value) (phone) (email) 5. Collier Blvd. and Golden Gate Canal 36"Watermain Collier County (project name) (project owner) Naples, FL 4425 Progress Ave., Naples, FL 34104 (project location) (Owner's address) Installation of 600 LF of 36" HDPE by subageous HDD Pam Libby Water Distribution Manager (project description) (Owner's contact person) (title) Sep 2022 - Oct 2022 $ 736,657.00 (239) 253-0215 PAMELA.LIBBYACOLLIERCOUNTYFL.GOV (project completion date) (contract value) (phone) (email) Quality Enterprises USA, Inc. Company: Signature: - ; Date:07/22/2025 Lours audio, Vice President CA0 FORM 6-TRENCH SAFETY ACT THIS FORM MUST BE COMPLETED OR BID MAY BE DEEMED NON-RESPONSIVE. Bidder acknowledges that included in the various items of the bid and in the Total Bid Price are costs for complying with the Florida Trench Safety Act(90-96,Laws of Florida)effective October 1,1990.The Bidder further identifies the cost to be summarized below: Trench Safety Units of Unit Unit Extended Cost Measure Measure {Quantity) Cost (Description) ,(LF,SY) 1. Sloping LF 1,015 $4.00 $4,060.00 2. 3. 4. 5. TOTAL $ 4,060.00 Company: Quality Enterprises USA, Inc. Signature: --- Date: 07/22/2025 Louis J. udio, Vice President GNO FORM 7-BID BOND THIS FORM MUST BE COMPLETED OR BID MAY BE DEEMED NON-RESPONSIVE/NON- RESPONISBLE KNOW ALL MEN BY THESE PRESENTS, that we Quality Enterprises USA,Inc. (herein after called the Principal) and Liberty Mutual Insurance Company (herein called the Surety), a corporation chartered and existing under the laws of the State of Massachusetts with its principal offices in the city of Boston and authorized to do business in the State of Florida are held and firmly bound unto the Collier County Board of County Comnnmissloners (hereinafter called the Owner),in the full and just sum of -Five-Percent-of-Amount-Bid ___ dollars($ 5%-of-Bid— )good and lawful money of the United States of America,to be paid upon demand of the Owner,to which payment well and truly to be made,the • Principal and the Surety bind themselves,their heirs,and executors,administrators,and assigns,jointly and severally and firmly by these presents. Whereas,the Principal is about to submit, or has submitted to the Owner, a Bid for furnishing all labor,materials, equipment and incidentals necessary to furnish,install,and fully complete the Work on the Project known as Bid No. 25-8380 Pine Ridge Road&1-75 IQ Main Replacement. NOW,THEREFORE, if the Owner shall accept the Bid of the PRINCIPAL and the PRINCIPAL shall enter into the required Agreement with the Owner and within ten days after the date of a written Notice of Award in accordance with the terms of such Bid,and give such bond or bonds in an amount of 100%the total Contract Amount as specified in the Bidding Documents or Contract Documents with good and sufficient surety for the faithful performance of the Agreement and for the prompt payment of labor,materials and supplies furnished in the prosecution thereof or,in the event of the failure of the PRINCIPAL to enter into such Agreement or to give such bond or bonds,and deliver to Owner the required certificates of insurance,if the PRINCIPAL shall pay to the OBLIGEE the fixed sum of$ 5%-of-Bid— noted above as liquidated damages,and not as a penalty,as provided in the Bidding Documents,then this obligation shall be null and void,otherwise to remain in full force and effect. IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly signed and sealed this 3rd day of July ,20 25 Quality Enterprises USA, Inc. Principal BY � �_S--"--" Louis J Gaudio Vice President (Seal) 1ti/� r� A r�1 SEAL +. ? y 1973 y Liberty Mutual Insurance Company Surety � " �RCINIP' •£S / Act 'c+ �.jL4i/ i t > �ct, (Seal) *, Terri K.Strawhand, or y n ct Countersigned �a���""°'4Fyo Daniel J.Grygo,N -R ant m Appointed Producing Agent for L arty Mutual Insurance Company r 1912 ti c � Y� ma1CMnE �J Seal No.6051 CAO VPls'- Liberty POWER OF ATTORNEY im Mutual Liberty Mutual Insurance Company SURETY The Ohio Casualty Insurance Company West American Insurance Company KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duty organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duty organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint Tern K.Strawhand all of the city of Virginia Beach state of VA its true and lawful atomey-in-fact,with full power and authority hereby conferred to sign, execute and acknowledge the following surety fonds,undertakings,recognizances,contracts of indemnity,and all other surety obligations related thereto,the execution of which shall be finding upon the Companies as if it had been duly signed and executed by its own officers: Prtnclpat Name: guiday_fatararlIg5 USA,Inc. Obligee Name: Collier County Board of County Commissioners Surety Bond Number. Bid Bond Bond Amount: See Bond Form IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 3rd day of July 2025 ,• Liberty Mutual Insurance Company C : ) tt+SU `er irisU 1y ce ste The OhioCasualty InsuranceCompany yJp`o°°or4 R9y dP.o�xr an„,,g4,," e ie _ e Sri n_ 1919 0 2 1991 • Al Off/eeeese 4e rs., Neese .Ae By:. .._ Nathan J.Zangerle,Assistant Secretary c STATE OF PENNSYLVANIA ss 2 m COUNTY OF MONTGOMERY Q C0 c� On this 3rd day of July , 2025,before me personalty appeared Nathan J.Zangede,who acknowledged himself to be the Assistant Secretary of Liberty c E V c Mutual Insurance Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument O for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer , tri` > �`aI m IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Ptymouth Meeting,Pennsylvania,on the day and year first above written. a`Cd i a \.� K�.•>'P""t.��, \ Common cal h d Pennsylvania-Notary Seal 0 Cr) CD p Teresa Pesrella,Notary PubFc � p_Q �. Montgomery County .l Lt(-N `'i aj O ( c ]) My commission expires Mardi 2a.eo29 By•.5. a1 t. ,s-, Camtissan number 1 t2a044 Teresa Paslelta,No PtticC '� ' ' / Me, e,.Peons]Mrnn:s Assowlron or Novenas E N gee f This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company,Liberty Mutual Q t al nu Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows o o •C c ARTICLE IV-OFFICERS:Section 12.Power of Attorney n`r N o•- I Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or the o N ` j President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act kt behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety d c� o N any and all undertakings,bonds,recogneances and other surety obligations.Such attorneys-in-bet subject to the limlaUons set forth in their respective powers of attorney, o . >, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation_When so executed,such a e- � c instruments shall be as binding as it signed by the President and attested to by the Secretary.My power or authority granted to any representative or attorney-in-fact under the 2 c13 1'• = provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. .`t Z o ARTICLE XIII-Execution of Contracts:Section 5.Surety Bonds and Undertakings. o au Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may proscribe, 43 to I shall appoint such attomeysen-fact as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings, oar bonds,recognizances and other suretyobligations.Such attorneys-in-fact, u ysln fact,subject to the limitations set forth in their respective powers of attorney,shall have full power to bind 1 the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company.When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes Nathan J.Zangerte,Assistant Secretary to appoint such attorneys-intact as may be necessary to act an behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds.recogrrizencee and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same tome and effect as though manually affixed I.Renee C.Llewellyn.the undersigned,Assistant Secretary,of Liberty Mutual Insurance Company,The Ohio Casualty Insurance Company,and West American Insurance Company do hereby certify that this power of attorney executed by said Companies is in full force and effect and has not been revoked. l IN TESTIMONY WHEREOF,I have hereunto set and hand and affixed the seats of said Companies this 3rd day of July 2025 ..A.iesUk. tv les" a NeSO4r 4,.a:4oahon„� mripe,oee.P:-% �GPt o FOy n 1912Ro0 � . _y--. I.1919 1991 . o 4. oBy: re.,ye � fA 4 eecnueya - 4AUf'eO 'es, 'Wows,' da area C.Llewellyn,Assistant Secretary LMIC,OCIC,WAIC,Su, Path 07202a CAO FORM 8-INSURANCE AND BONDING REQUIREMENTS The Vendor shall at its own expense, carry and maintain insurance coverage from responsible companies duly authorized to do business in the State of Florida as set forth in FORM 8 of this solicitation. The Vendor shall procure and maintain property insurance upon the entire project,if required,to the full insurable value of the scope of work. The County and the Vendor waive against each other and the County's separate Vendors, Contractors, Design Consultant,Subcontractors,agents and employees of each and all of them,all damages covered by property insurance provided herein,except such rights as they may have to the proceeds of such insurance. The Vendor and County shall, where appropriate,require similar waivers of subrogation from the County's separate Vendors, Design Consultants and Subcontractors and shall require each of them to include similar waivers in their contracts. Collier County shall be responsible for purchasing and maintaining its own liability insurance. Certificates issued as a result of the award of this solicitation must identify"For any and all work performed on behalf of Collier County",or,the specific solicitation number and title. The General Liability Policy provided by Vendor to meet the requirements of this solicitation shall name Collier County, Florida, as an additional insured as to the operations of Vendor under this solicitation and shall contain a severability of interests provisions. The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County,OR Collier County Government,OR Collier County.The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. The amounts and types of insurance coverage shall conform to the minimum requirements set forth in FORM 8 with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If Vendor has any self- insured retentions or deductibles under any of the below listed minimum required coverage,Vendor must identify on the Certificate of Insurance the nature and amount of such self- insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self-insured retentions or deductibles will be Vendor's sole responsibility. Coverage l shall be maintained without interruption from the date of commencement of the Work until the date of completion and acceptance of the scope of work by the County or as specified in this solicitation whichever is longer. The Vendor and/or its insurance carrier shall provide thirty (30) days written notice to the County of policy cancellation or non-renewal on the part of the insurance carrier or the Vendor. The Vendor shall also notify the County,in a like manner,within twenty-four(24)hours after receipt,of any notices of expiration,cancellation,non- renewal or material change in coverage or limits received by Vendor from its insurer and nothing contained herein shall relieve Vendor of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by Vendor hereunder,Vendor shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. Should at any time the Vendor not maintain the insurance coverage,required herein,the County may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverages)and charge the Vendor for such coverage,(,purchased. If Vendor fails to reimburse the County for such costs within thirty(30)days after demand, the County has the right to offset these costs from any amount due Vendor under this Agreement or any other agreement between the County and Vendor.The County shall be under no obligation to purchase such insurance,nor shall it be responsible for the coverage,purchased or the insurance company or companies used. The decision of the County to purchase such insurance coveragel shall in no way be construed to be a waiver of any of its rights under the Contract Documents. If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the scope of work, the Vendor shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after the expiration date on the certificate. Failure of the Vendor to provide the County with such renewal certificate(s)shall be considered justification for the County to terminate any and all contracts. CAO ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 06/27/2025 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 CONTACT Lode Frost NAME: Brown&Brown Insurance Services,Inc. jP✓cNE Eat): (239)261-3000 FAX No): (239)261-8265 9617 Gulf Research Ln E-MAIL Lorie.Frost©bbrown.com ADDRESS: Suite 202 INSURER(S)AFFORDING COVERAGE NAIC# Ft.Myers FL 33912 INSURERA: The Phoenix Insurance Company 25623 INSURED INSURER B: Travelers Property Casualty Company of America 25674 Quality Enterprises USA,Inc INSURER C: Bridgefield Casualty Insurance Company 3494 Shearwater St INSURER o: Ascot Insurance Company 23752 INSURER E: Naples FL 34117 INSURERF: COVERAGES CERTIFICATE NUMBER: 7/1/25-10/1/25 Quality REVISION NUMBER: 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1'000,000 DAMAGE TO RENTED 300,000 CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 10,000 A Y Y DT-CO-5Y263932-PHX-25 07/01/2025 10/01/2025 PERSONAL&ADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY x 7RC7 LOC PRODUCTS-COMP/OPAGG $ 2,000'D00 OTHER: Employee Benefits $ 2,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED Y Y 810-5Y316801-25-26-G 07/01/2025 10/01/2025 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY (Per accident) Medical payments $ 5,000 X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 2,000,000 - B EXCESS LIAB CLAIMS-MADE CUP-5Y325127-25-26 07/01/2025 10/01/2025 AGGREGATE $ 2,000,000 DED X RETENTION$ 10,000 $ WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITY X STATUTE ER YIN 1,000,000 C ANY CER/MEMBPROPRIETOR/PARTNER/EXECUTIVE N N/A Y 0196-61226 07/01/2025 07/01/2026 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 10 ,00000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ , Blkt limit/Ded:2% $50,000,000 Inland Marine/Contractors Equip D Leased/Rented(Ind Cranes) IMMA2410001746-03 07/01/2025 07/01/2026 Ded:2%/5%Cranes $500,000 Install Floater Project Lmt $200,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:For any and all work performed on behalf of Collier County. Collier County Board of County Commissioners is Additional Insured under the General Liability and Automobile Liability policy with respects to work performed by insured,as required by written contract,prior to a loss.Coverage is primary and non-contributory where required by written contract or written agreement executed prior to any"accident",in no event will this coverage extend beyond the terms and conditions of the coverage form. As provided for in section 320.02(5)(e),Florida Statutes,the listed insurance policy may not be cancelled on less than 30 days written notice by the insurer to the Department of Highway Safety and Motor Vehicles,such 30 day's notice to commence from the date notice is received by the department. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Collier County Board of County Commissioners ACCORDANCE WITH THE POLICY PROVISIONS. 3295 Tamiami Trial East AUTHORIZED REPRESENTATIVE Naples FL 34112 I 9, ©1988-2015 ACORD CORPORATION. All rights re ed. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD CAO AGENCY CUSTOMER ID: 00642837 LOC#: A'cC:`RL1 ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED Brown&Brown Insurance Services,Inc. Quality Enterprises USA,Inc POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance:Notes Additional Coverage Lines: E:Lexington Insurance Co-Pollution Liability/Professional Liabililty: $2M1L Each Occurrence/$4MILAggregate Limit$25K Ded.#015136706 Eff: 07/01/2025-07/01/2026 F:Indemnity National Ins-Secondary Excess Liability:$3MIL Occurrence and$3MIL Aggregate Excess of$2M1L#XS0001651 24 Eff: 07/01/2025-10/01/2025 G:Ascot Specialty-Third Excess Liabililty layer:$5M1L Occurrence$SMIL Aggregate Excess of$5M1L #ESXS2410003621-01 Eff:07/01/2025-10/01/2025 H:Homsite Assurance-Fourth Excess Liabillity layer:$5M1L Occurence$5M1L Aggregate Excess of$10MIL #CXP-036064-00 Eff:07/01/2025-10/01/2025 ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights rese- - The ACORD name and logo are registered marks of ACORD CAO Collier County FORM 9—CONFLICT OF INTEREST AFFIDAVIT The Vendor certifies that,to the best of its knowledge and belief,the past and current work on any Collier County project affiliated with this solicitation does not pose an organizational conflict as described by one of the three categories below: Biased ground rules—The firm has not set the"ground rules"for affiliated past or current Collier County project identified above (e.g., writing a procurement's statement of work, specifications, or performing systems engineering and technical direction for the procurement)which appears to skew the competition in favor of my firm. Impaired objectivity—The firm has not performed work on an affiliated past or current Collier County project identified above to evaluate proposals/past performance of itself or a competitor,which calls into question the contractor's ability to render impartial advice to the government. Unequal access to information —The firm has not had access to nonpublic information as part of its performance of a Collier County project identified above which may have provided the contractor(or an affiliate)with an unfair competitive advantage in current or future solicitations and contracts. In addition to this signed affidavit,the contractor/vendor must provide the following: 1. All documents produced as a result of the work completed in the past or currently being worked on for the above- mentioned project;and, 2. Indicate if the information produced was obtained as a matter of public record(in the"sunshine")or through non- public(not in the"sunshine")conversation(s),meeting(s),document(s)and/or other means. Failure to disclose all material or having an organizational conflict in one or more of the three categories above be identified,may result in the disqualification for future solicitations affiliated with the above referenced project(s). By the signature below,the firm(employees, officers and/or agents)certifies, and hereby discloses,that,to the best of their knowledge and belief, all relevant facts concerning past, present, or currently planned interest or activity (financial, contractual, organizational, or otherwise) which relates to the project identified above has been fully disclosed and does not pose an organizational conflict. Quality Enterprises USA, Inc. Company Name Signature Louis J. Gaudio. Vice President Print Name and Title State of Florida County of Collier The foregoing instrument was acknowledged before me by means of®physical presence or❑online notarization, this 22nd day of July (month), 2025 (year),by Louis J. Gaudio (name of person acknowledging). (Signature of Notary Public-State of Florida) Kathleen A. Martin (Print,Type,or Stamp Commissioned Name of Notary Public) Personally Known OR Produced Identification Ti tunuEEw�,►NArtnN N/A- Known Type of Identification Produced • yy�N�HHBgSpSg E�IRES:JAN 29,2029 {` Sand d Caroiph 1st Sate Insurance \ 1\Cg0 (14, Collier County FORM 10—VENDOR DECLARATION STATEMENT BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples,Florida 34112 Dear Commissioners: The undersigned, as Vendor.declares that this response is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith,without collusion or fraud. The Vendor hereby declares the instructions,purchase order terms and conditions,requirements,and specifications/scope of work of this solicitation have been fully examined and accepted. The Vendor agrees,if this solicitation submittal is accepted,to execute a Collier County document for the purpose of establishing a formal contractual relationship between the firm and Collier County, for the performance of all requirements to which the solicitation pertains. The Vendor states that the submitted is based upon the documents listed by the above referenced Solicitation. Further,the vendor agrees that if awarded a contract for these goods and/or services,the vendor will not be eligible to compete,submit a proposal,be awarded,or perform as a sub- vendor for any future associated with work that is a result of this awarded contract. IN WITNESS WHEREOF,WE have hereunto subscribed our names on this 22nd day of July ,2025in the County of Collier ,in the State of Florida Firm's Legal Quality Enterprises USA, Inc. Name: Address: 3494 Shearwater Street City,State,Zip Naples, FL 34117 Code: Florida F95000002550 Certificate of Authority Document Number Federal Tax 54-0947002 Identification Number OXMZ7 *CCR#or CAGE Code *Only if Grant Funded Telephone: (239) 435-7200 Email: LGAUDIOP,QEUSA.COM Signature by: (Typed and written) Title: Louis J. Gaudio, Vice President Additional Contact Information Send payments to: (required if different Company name used as payee from above) Contact name: Title: Address: City,State,ZIP Telephone: Email: Office servicing Collier County to place orders (required if different from above) Contact name: Title: Address: City,State,ZIP Telephone: Email: Secondary Contact for Kathleen Martin this Solicitation: Email: KKELLYAQEUSA.COM Phone: (239) 435-7200 CAO Collier County FORM 11-IMMIGRATION AFFIDAVIT CERTIFICATION This Affidavit is required and should be signed,notarized by an authorized principal of the firm and submitted with formal solicitation submittals. Further, Vendors are required to be enrolled in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the submission of the Vendor's bid. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company which will be produced at the time of the submission of the Vendor's bid or within five(5)day of the County's Notice of Recommend Award. FAILURE TO EXECUTE THIS AFFIDAVIT CERTIFICATION AND SUBMIT WITH VENDOR'S PROPOSAL/BID MAY DEEM THE VENDOR NON-RESPONSIVE. Collier County will not intentionally award County contracts to any Vendor who knowingly employs unauthorized alien workers,constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e)Section 274A(e)of the Immigration and Nationality Act("INA"). Collier County may consider the employment by any Vendor of unauthorized aliens a violation of Section 274A(e) of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A(e)of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration laws(specifically to the 1986 Immigration Act and subsequent Amendment(s))that it is aware of and in compliance with the requirements set forth in Florida Statutes§448.095,and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System (E-Verify), operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Vendor's proposal/bid. Quality Enterprises USA, Inc. Company Name Signature Louis J. Gaudio, Vice President Print Name and Title State of Florida County of Collier The foregoing instrument was acknowledged before me by means of 154 physical presence or 0 online notarization, this 22nd day of July (month), 2025 (year),by Louis J. Gaudio (name of person acknowledging). (Signature of Notary Public-State of Florida) Kathleen A. Martin (Print,Type,or Stamp Commissioned Name of Notary Public) Personally Known OR Produced Identification N/A- Known KANLEENA.MAFMN Type of Identification Produced 21) NY COMMISSION ,2025058 29 EXPIRES:JAN 29 2029 ' Nile/tlrMgA 1st State Insurance Cd10 kt- An official website of the United States government . E-Verify Menu My Companj Profile • Company Information Company Name Doing Business As(DBA) Name QUALITY ENTERPRISES USA, INC Company ID Enrollment Date 234219 Jul 29,2009 Employer Identification Number(EIN) Unique Entity Identifier(UEI) 540947002 --- DUNS Number Total Number of Employees - - 100 to 499 NAICS Code Sector 238 Construction Subsector Specialty Trade Contractors Edit C impanyyIInformation j Employer Category Employer Categoyy Federal Contractor without FAR E-Verify Clause Edit Employer Category Company Addresses Hiring Sites Physical Address Number of Sites 3494 Shearwater St 2 Naples, FL 34117 Mailing Address Edit Hiring Sites Same as Physical Address I Edit Company Addresses Company Access and MOU My Company is Configured to: Memorandum of Understanding Verify Its Own Employees Viev4 Uurrerbr (YOU _ _i �� -� �r;,�'i;�j- gyp. . .-:ems u r raA,rfs_._. ti't CAO COLLIER COUNTY BUSINESS TAX BUSINESS TAX NUMBER: 001263 COLLIER COUNTY TAX COLLECTOR-2300 N.HORSESHOE DRIVE•NAPLES FLORIDA 34104-(239)252-2477 VISIT OUR WEBSITE AT:www,coltiertaxcoliec'or.com THIS RECEIPT EXPIRES SEPTEMBER 30,2025 DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION. LOCATION: 3494 SHEARWATER ST FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS ZONED:COMM/PUD 3USINESS PHONE:435-7200 LEGAL FORM STATE OR COUNTY LIC#:CB CA57231 Corporation QUALITY ENTERPRISES USA,INC. MURRELL,HOWARD J JR 3494 SHEARWATER ST NAPLES,FL 34117 31-40 EMPLOYEES CLASSIFICATION: 05-BUILDING CONTRACTOR -THIS TAX IS NON-REFUNDABLE- CLASSIFICATION CODE: 05104801 DATE 08/14/2024 AMOUNT 72.00 rhis document is a business tax only.This is not certification that licensee is qualified. RECEIPT 502-25-00103564 l does not permit the licensee to violate any existing regulatory zoning laws of the state,county,or cities [�tf. r�* ;or does it exempt the licensee from any other taxes or permits that may be required by law. Pot T fl�' COLLIER COUNTY BUSINESS TAX BUSINESS TAX NUMBER: 013830 COLLIER COUNTY TAX COLLECTOR•2800 N.HORSESHOE DRIVE-NAPLES FLORIDA 34104•(239)252-2477 VISIT OUR WEBSITE AT:www.colliertaxcollectcr.com THIS RECEIPT EXPIRES SEPTEMBER 30,2025 DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION. LOCATION:3494 SHEARWATER ST FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS ZONED:COMM/PUD BUSINESS PHONE:435-7200 LEGAL FORM QUALITY ENTERPRISES USA, INC. STATE OR COUNTY LIC r:CUC 057398 Corporation MURRELL, HOWARD J JR. 3494 SHEARWATER ST NAPLES,FL 34117 31-40 EMPLOYEES CLASSIFICATION UNDERGROUND UTIL/EXCAVATI NG CONTRACTOR -THIS TAX IS NON-REFUNDABLE- CLASSIFICATION CODE: 05102801 DATE 08/14/2024 AMOUNT 72.00 This document is a business tax only.This is not certification that licensee is qualified. RECEIPT 502-25-00103564 It does not permit the licensee to violate any existing regulatory zoning laws of the state,county,or cities rr nor does it exempt the licensee from any other taxes or permits that may be required by law. -' ' CAO fo 7-9 71 S ate a . 1 a rga;a Dp iir10)epargmeng of State I certify from the records of this office that QUALITY ENTERPRISES USA, INC. is a Virginia corporation authorized to transact business in the State of Florida,qualified on May 25, 1995. The document number of this corporation is F95000002550. 1 I further certify that said corporation has paid all fees due this office through December 31, 2025, that its most recent annual report/uniform business report was filed on January 31, 2025, and that its status is active. I further certify that said corporation has not filed a Certificate of Withdrawal. 1 Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital,this the Thirty-first day of January, 2025 •,,,. i,„y• ''4-- ' 7-:ta- t------1..,'" / ii E' Sec'r°etag of State 1 Tracking Number:8539246325CC To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Fitings/CertificateOfStatus/CertificateAnthenticatio n 5/28/25, 11:09AM Detail by Entity Name DIVISION OF CORPORATIONS lr -j► rM 11:10i; Of ;(f/�/ .org �'� ��,) er (...)I :r o,i ri%/lr If!!:daft'(If Y:vbd/? Department of State / Division of Corporations / Search Records / Search by Entity Name / Detail by Entity Name Foreign Profit Corporation QUALITY ENTERPRISES USA, INC. Filing Information Document Number F95000002550 FEI/EIN Number 54-0947002 Date Filed 05/25/1995 State VA Status ACTIVE Principal Address 3494 SHEARWATER STREET NAPLES, FL 34117 Changed: 11/04/2016 Mailing Address 3494 SHEARWATER STREET NAPLES, FL 34117 Changed: 11/04/2016 Registered Agent Name&Address CORPORATION SERVICE COMPANY 1201 HAYS STREET TALLAHASSEE, FL 32301 Name Changed: 12/04/2017 Address Changed: 12/04/2017 Officer/Director Detail Name&Address Title President&Director MURRELL, HOWARD J, Jr. 3494 SHEARWATER STREET NAPLES, FL 34117 Title Secretary Cq0 https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=QUALITY... 1/3 5/28/25, 11:09 AM Detail by Entity Name MURRELL, STACEY L 3494 Shearwater Street NAPLES, FL 34117-8414 Title Chief Information Officer/Assistant Secretary Murrell,Allison B 3494 Shearwater Street NAPLES, FL 34117-8414 Title VP Gaudio, Louis J 3494 SHEARWATER STREET NAPLES, FL 34117 Title Construction Technology Manager Murrell, Ill, Howard J 3494 SHEARWATER STREET NAPLES, FL 34117 Title Director of Risk Management Murrell, Rachel S 3494 SHEARWATER STREET NAPLES, FL 34117 Annual Reports Report Year Filed Date 2023 01/23/2023 2024 02/10/2024 2025 01/31/2025 Document Images 01/31/2025—ANNUAL REPORT View image in PDF format 02/10/2024—ANNUAL REPORT View image in PDF format 01/23/2023—ANNUAL REPORT View image in PDF format 01/20/2022--ANNUAL REPORT View image in PDF format 02/03/2021—ANNUAL REPORT View image in PDF format 02/10/2020--AMENDED ANNUAL REPORT View image in PDF format 01/15/2020—ANNUAL REPORT View image in PDF format 02/11/2019—AMENDED ANNUAL REPORT View image in PDF format 01/07/2019--ANNUAL REPORT View image in PDF format 01/24/2018—ANNUAL REPORT View image in PDF format 12/04/2017--Reg.Agent Change View image in PDF format 07/21/2017—AMENDED ANNUAL REPORT View image in PDF format 05/02/2017—AMENDED ANNUAL REPORT View image in PDF format CAO 02/06/2017--ANNUAL REPORT View image in PDF format https://search.sun b iz.org/Inquiry/Corpo rati o nSea rch/SearchResultDetai I?inqui rytype=EntityN a me&d i rectionType=1 n itia I&sea rch N ameOrder=QUALITY... 2/3 5/28/25, 11:09 AM Detail by Entity Name 01/25/2016—ANNUAL REPORT View image in PDF format 01/29/2015--ANNUAL REPORT View image in PDF format 01/08/2014--ANNUAL REPORT View image in PDF format 01/09/2013—ANNUAL REPORT View image in PDF format 01/06/2012—ANNUAL REPORT View image in PDF format 11/08/2011--Reg,_6gent Change. View image in PDF format 01/27/2011—ANNUAL REPORT View image in PDF format 02/05/2010—ANNUAL REPORT View image in PDF format 01/14/2009—ANNUAL REPORT View image in PDF format 09/26/2008—ANNUAL REPORT View image in PDF format 01/24/2008—ANNUAL REPORT View image in PDF format 02/05/2007—ANNUAL REPORT View image in PDF format 01/23/2006—ANNUAL REPORT View image in PDF format 01/12/2005—ANNUAL REPORT View image in PDF format 01/29/2004—ANNUAL REPORT View image in PDF format 02/06/2003—ANNUAL REPORT View image in PDF format 06/13/2002—ANNUAL REPORT View image in PDF format j 02/06/2002—ANNUAL REPORT View image in PDF format 04/03/2001—ANNUAL REPORT View image in PDF format 08/28/2000—ANNUAL REPORT View image in PDF format 04/30/1999—ANNUAL REPORT View image in PDF format 02/03/1998--ANNUAL REPORT View image in PDF format 04/21/1997—ANNUAL REPORT View image in PDF format 05/01/1996—ANNUAL REPORT View image in PDF format 05/25/1995—DOCUMENTS PRIOR TO 1997 View image in PDF format Honda Department of State,Division of Corporations CAO https://search.su nbiz.org/Inquiry/CorporationSearch/Search Resu ItDeta i I?i nquirytype=EntityN a me&d i rectionType=1 n itial&sea rchNameOrder=QUALITY... 3/3 1 , sow._ If 03 nI:: i o c 2 ro E. J o w I v (,7 Zo Q , c DE it % N p I w N oto to Q''• I MINI. M Q Z o, Ilt! ` 0 '.'` " N `� >, °' WW w - I �( ` Q W ti 1� co :� c -c � *0 1. V U O .1 � Ham v Q +4� d- � c _Jive Iiii,, i!---:- ',.(< w i J w op . Ik �,t • ( E LL 0 W/ CO I! i I• 1.'` 1'''0 Q �,i » " W 4-, = ++4 i t, cts LL Z t~ i W c . 1( 1' tt c , • ,: ' m W v 0 o v o < 0 w i = Q )41H1 ~ ,NLI U ! a . �- Cn J i CI) o L10 V U I'sZt 210 •+• W v) „NU- O ,; I'"' o > a ai o LZ Z m W L u 2 0 w H V I- 0 4C IQ. c W cc a 0 i ,, u. 0 i'r . ..r Khm � � •0 � ' . Li 4 var ) •, ti I oW _ ..I-0 Z w C J Q IV I • o ▪ m -mot.== . c w J ru v Zt7 u a W , 4 ,o E Q ! •,. � , NOU n V) (/) Z < Z ► • N � C o y Q i w r M• A v 1 ; ® L nWw 111,1i � ; wu-� � V• O � L ce: .kil V- Z IV) F- cY itI' Par • ' LU • ' � cO _ °' ® Q Q > Lu t !` 1 ` I F _ H - !t :$� I— Qk II < pv) p LU < ' J ww w- la ° ;" I— V) Z Q ' � • 't . JI •' Z Z S Q WX - } n -I iw LAI Q '� "n >- O " , !' CC _ ° Q Qe Q V J r6 R...i'r r w..w1, cz o Z D O d c > LLI ® a, •u 0 V I-- CCa w DC >, C Q _ N U1 o d. D t o UJ LU I— cc ® _ o � t1� ~ :4,. , _ 4, ,,, .1.3 r 1 1.:,:el ....71.4..tip # � CAO F D D Florida Department of Transportation RON DESANTIS 605 Suwannee Street JARED W.PERDUE,P.E. GOVERNOR Tallahassee, FL 32399-0450 SECRETARY May 22,2025 QUALITY ENTERPRISES USA, INC. 3494 SHEARWATER STREET NAPLES, FLORIDA 34117 *REVISED* RE: CERTIFICATE OF QUALIFICATION The Department of Transportation has qualified your company for the type of work indicated below. FDOT APPROVED WORK CLASSES: DEBRIS REMOVAL (EMERGENCY) , DRAINAGE, FLEXIBLE PAVING, GRADING, GRASSING, SEEDING AND SODDING, HOT PLANT-MIXED BITUM. COURSES, INTERMEDIATE BRIDGES, MINOR BRIDGES, PORTLAND CEMENT CONCRETE ROADWAY PAVING, R&R MINOR BRIDGES, SIDEWALK, CURB & GUTTER, DRIVEWAYS, UNDERGROUND UTILITIES (WATER, SEWER & FORCE MAIN) AND PUMP STATION. Unless notified otherwise, this Certificate of Qualification will expire 6/30/2026. In accordance with Section 337.14(1) , Florida Statutes, an application for qualification must be filed within (4) months of the ending date of the applicant's audited annual financial statements. If the company's maximum capacity has been revised, it may be accessed by logging into the Contractor Prequalification Application System via the following link: HTTPS://fdotwpl.dot.state.fl.us/ContractorPreQualification Once logged in, select "View" for the most recently approved application, and then click the "Manage" and "Application Summary" tabs. The company may apply for a Revised Certificate of Qualification at any time prior to the expiration date of this certificate according to Section 14-22.0041(3) , Florida Administrative Code (F.A.C.), by accessing the most recently approved application as shown above and choosing "Update" instead of "View." If certification in additional classes of work is desired, documentation is needed to show that the company has performed such work. All prequalified contractors are required by Section 14-22.006(3) , F.A.C., to certify their work underway monthly in order to adjust maximum bidding capacity to available bidding capacity. You can find the link to this report at the website shown above. Si)n�,cerely, ,�/,�/� � 7�2 ` Y` James E. Taylor II, Prequalification Supervisor Contracts Administration Office JTII Improve Safety, Enhance Mobility, Inspire Innovation www.fdot.gov CAO Form W-9 Request for Taxpayer Give form to the (Rev.March 2024) Identification Number and Certification requester.Do not Department of the Treasury Go to www.irs.gov/FormW9 for instructions and the latest information. send to the IRS. Internal Revenue Service Before you begin.For guidance related to the purpose of Form W-9,see Purpose of Form,below. 1 Name of entity/individual.An entry Is required.(For a sole proprietor or disregarded entity,enter the owner's name on line 1,and enter the business/disregarded entity's name on line 2.) Quality Enterprises USA, Inc. 2 Business name/disregarded entity name,If different from above. cn 3a Check the appropriate box for federal tax classification of the entity/individual whose name is entered on line 1.Check 4 Exemptions(codes apply only to c only one of the following seven boxes. certain entities,not individuals; a see Instructions on page 3): o ❑ IndividuaVsole proprietor El C corporation ® S corporation ❑ Partnership ❑ Trust/estate C ❑ LLC.Enter the tax classification(C=C corporation,S=S corporation,P=Partnership) . . . . Exempt payee code(if any) o Note:Check the"LLC"box above and,in the entry space,enter the appropriate code(C,S,or P)for the tax u classification of the LLC,unless It is a disregarded entity.A disregarded entity should instead check the appropriate Exemption from Foreign Account Tax 2 box for the tax classification of Its owner. Compliance Act(FATCA)reporting c` ❑ Other(see Instructions) code(if any) 0 3b If on line 3a you checked"Partnership"or"Trust/estate,"or checked"LLC"and entered"P"as its tax classification, o (Applies to accounts maintained y and you are providing this form to a partnership,trust,or estate in which you have an ownership interest,check outside the United ainta J eL this box if you have any foreign partners.owners,or beneficiaries.See instructions ❑ tates a 5 Address(number,street,and apt.or suite no.).See Instructions. Requester's name and address(optional) cn 3494 Shearwater Street 6 City,state,and ZIP code Naples, FL 34117 7 List account number(s)here(optional) Part I Taxpayer Identification Number(TIN) Enter your TIN in the appropriate box.The TIN provided must match the name given on line 1 to avoid Social security number backup withholding.For individuals,this is generally your social security number(SSN).However,for a resident alien,sole proprietor,or disregarded entity,see the instructions for Part I,later.For other entities,It is your employer identification number(EIN).If you do not have a number,see How to get a or TIN,later. Employer identification number Note:If the account is in more than one name,see the instructions for line 1.See also What Name and Number To Give the Requester for guidelines on whose number to enter, 5 4 - 0 9 4 7 0 0 2 Part II Certification Under penalties of perjury,1 certify that: 1.The number shown on this form is my correct taxpayer identification number(or I am waiting for a number to be issued to me);and 2.I am not subject to backup withholding because(a)I am exempt from backup withholding,or(b)I have not been notified by the Internal Revenue Service(IRS)that 1 am subject to backup withholding as a result of a failure to report all interest or dividends,or(c)the IRS has notified me that I am no longer subject to backup withholding;and 3.I am a U.S.citizen or other U.S.person(defined below);and 4.The FATCA code(s)entered on this form(if any)indicating that I am exempt from FATCA reporting is correct. Certification instructions.You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return.For real estate transactions,item 2 does not apply.For mortgage interest paid, acquisition or abandonment of secured property,cancellation of debt,contributions to an individual retirement arrangement(IRA),and,generally,payments other than interest and dividends,you are not required to sign the certification,but you must provide your correct TIN.See the instructions for Part II,later. Sign Signature of Louis J. Gaudio Here U.s.per Date 07/15/2025 General Instructions New line 3b has been added to this form.A flow-through entity is required to complete this line to indicate that it has direct or indirect Section references are to the Internal Revenue Code unless otherwise foreign partners,owners,or beneficiaries when it provides the Form W-9 rioted. to another flow-through entity in which it has an ownership interest.This Future developments.For the latest information about developments change is intended to provide a flow-through entity with information related to Form W-9 and its instructions,such as legislation enacted regarding the status of its indirect foreign partners,owners,or after they were published,go to www.irs.gov/FormW9. beneficiaries,so that it can satisfy any applicable reporting requirements.For example,a partnership that has any indirect foreign What's New partners may be required to complete Schedules K-2 and K-3.See the Partnership Instructions for Schedules K-2 and K-3(Form 1065). Line3a has been modified to clarify how a disregarded entity completes this line.An LLC that is a disregarded entity should check the Purpose of Form appropriate box for the tax classification of its owner.Otherwise,it should check the"LLC"box and enter its appropriate tax classification. An individual or entity(Form W-9 requester)who is required to file an information return with the IRS is giving you this form because they Cat.No.10231X Form W-9(Rev.3-2024) CAO 91" Collier County Procurement Services Addendum#1 Date: June 5,2025 From: Rita Iglesias,Procurement Strategist Email: Rita.Iglesias@colliercountyfl.gov Telephone: (239)252-1033 To: Interested Bidders Subject: Addendum#1 Solicitation#25-8380—Pine Ridge Road&I-75 IQ Main Replacement The following changes are made to the above-mentioned Collier County solicitation. Strikethroughs are deletions,and underlines are additions: Change 1: will be replaced with Construction Bid Instructions Form 2025 Rev.2 If you require additional information,please post a question on our OpenGov (https://procurement.opengov.com/portal/collier-county-fl)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. � �/___---- .0 06/05/2025 (Signature) Louis J. Gaudio, Vice President Date Quality Enterprises USA, Inc. (Name of Firm) CAO (1 ' Collier County Procurement Services Addendum#2 Date: June 11,2025 From: Rita Iglesias, Procurement Strategist Email: Rita.Iglesias(a,CollierCountyFL.gov Telephone: (239)252-1033 To: Interested Bidders Subject: Addendum#2 Solicitation#25-8380—Pine Ridge Road&I-75 IQ Main Replacement The following changes are made to the above-mentioned Collier County solicitation. Strikethroughs are deletions, and underlines are additions: The following plan changes are a result of the FDOT Utility Permit requirements. Change 1: will be replaced with 25-8380—Exhibit M—IQ Main Plans S&S R1 • Revision 1: The minimum depth of cover over the IQ Water Main in the open cut sections were revised from 30"to 36"of cover. •Revision 1: The label"Abandon and Grout"for the existing 20"IQ water main was revised to be"Retire and Grout in Place".This change does not change the scope of work for this construction activity. •Revision 2: The scale bars on Plan Sheet 3 and Plan Sheet 4 were corrected. Addition 1: 25-8352—Exhibit K-FDOT Utility Permit No.2025-H-192-00087 • The FDOT Utility Permit was issued to Collier County and is included with this Addendum #1. The contractor is responsible for meeting the requirements and conditions identified in the permit. This permit is to be added to Project Manual Section 7.3. Addition 2: 25-8352—Exhibit K-SFWMD ROW Permit No. 17318-R • The SFWMD ROW Permit was issued to Collier County and is included with this Addendum#1. The contractor is responsible for meeting the requirements and conditions identified in the permit. This permit is to be added to Project Manual Section 7.4. CAO If you require additional information,please post a question on our OpenGov (https://procurement.opengov.com/portal/collier-county-fl)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. 06/11/2025 (Signature) Louis J. Gaudio, Vice President Date Quality Enterprises USA, Inc. (Name of Firm) CAO (11" Collier County Procurement Services Addendum#3 Date: June 24,2025 From: Rita Iglesias,Procurement Strategist Email: Rita.Iglesias(iiCollierCountyFL.gov Telephone: (239)252-1033 To: Interested Bidders Subject: Addendum#3 Solicitation#25-8380—Pine Ridge Road& I-75 IQ Main Replacement The following changes are made to the above-mentioned Collier County solicitation. Strikethroughs are deletions, and underlines are additions: Change 1: Bid Due Date: BID OPENING Thursday, July 3,2025,at 3:00 DM Ti ST and is extended to DAY/DATE/TIME: Tuesday July 15,2025,at 3:00 PM EST If you require additional information,please post a question on our OpenGov (https://procurement.opengov.com/portal/collier-county-fl)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. 06/24/2025 (Signature) Louis J. Gaudio, Vice President Date Quality Enterprises USA, Inc. (Name of Firm) CAO Pine Ridge Rd 1-75 IQ Main Replacement Addendums For Signature Final Audit Report 2025-07-14 Created: 2025-07-11 By: Kathleen Kelly(kkelly@qeusa.com) Status: Signed Transaction ID: CBJCHBCAABAAbRIC2hWuzLJjGNGK3AWbjrrp9z914sV4 "Pine Ridge Rd 1-75 IQ Main Replacement Addendums For Sig nature" History Document created by Kathleen Kelly(kkelly@geusa.com) 2025-07-11 -7:50:27 PM GMT -- '� Document emailed to Louis Gaudio (Igaudio@geusa.com)for signature 2025-07-11 -7:51:03 PM GMT Email viewed by Louis Gaudio (Igaudio@qeusa.com) 2025-07-11 -7:52:32 PM GMT "i Email viewed by Louis Gaudio (Igaudio@qeusa.com) 2025-07-14-4:34:44 PM GMT ;`, Document e-signed by Louis Gaudio (Igaudio@geusa.com) Signature Date:2025-07-14-4:45:13 PM GMT-Time Source:server O Agreement completed. 2025-07-14-4:45:13 PM GMT el Adobe Acrobat Sign �Ao 01" Collier County -•.. Procurement Services Addendum#4 Date: July 15,2025 From: Rita Iglesias,Procurement Strategist Email: • Rita.Iglesias@Col1ierCountvFL.gov • Telephone: (239)252-1033 To: Interested Bidders Subject: Addendum#4 Solicitation#25-8380—Pine Ridge Road&I-75 IQ Main Replacement The following changes are made to the above-mentioned Collier County solicitation. Strikethroughs are deletions,and underlines are additions: Change 1: Bid Due Date: BID OPENING and is extended to DAY/DATE/TIME: Tuesday July 22,2025,at 3:00 PM EST Change 2: will be replaced with 25-8380—Solicitation R1 • Note 9d. of Form 12 — Bidders Checklist has been revised to reflect the following license requirement change: o REQUIRED: Underground Utility Contractor and Building Contractors License. If you require additional information,please post a question on our OpenGov (https://procurement.opengov.com/portal/collier-county-fl)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. 07/15/2025 (Signature) s . Gaudio, Vice President Date Quality Enterprises USA, Inc. (Name of Firm) CAO Collier County� � ' Procurement Services Addendum #5 Date: July 16,2025 From: Rita Iglesias, Procurement Strategist Email: Rita.lglesias(CollierCountyFL.gov Telephone: (239)252-1033 To: Interested Bidders Subject: Addendum#5 Solicitation#25-8380—Pine Ridge Road&1-75 IQ Main Replacement The following changes are made to the above-mentioned Collier County solicitation. Strikethroughs are deletions,and underlines are additions: Change 1:2-838" on R1 will be replaced with 25-8380—Solicitation R2 • Note 9d. of Form 12 — Bidders Checklist has been revised to reflect the following license requirement change: o REQUIRED: Underground Utility Contractor and Excavation Contractor License If you require additional information,please post a question on our OpenGov (https://procurement.opengov.com/portal/collier-county-fl)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. 07/16/2025 (Signature) Louis J. Gaudio, Vice President Date Quality Enterprises USA, Inc. (Name of Finn) CAO EXHIBIT B-1: PUBLIC PAYMENT BOND (Following This Page) 14 Construction Services Agreement:[2025_ver.3] CAO EXHIBIT B— 1: PUBLIC PAYMENT BOND Bond No. 017265840 Contract No. 25-8380 KNOVV ALL MEN BY THESE PRESENTS: That Quality Enterprises USA,Inc. as Principal/Contractor, located at 3494 Siiewarwater Street,Naples,FL 3 117 , Telephone: 239-435-7200 (Business Address and Telephone Number), and Liberty Mutual Insurance Company as Surety, located at 175 Berkeley Street,Boston, WLA 02116 , Telephone: 617-357-9500 (Business Address and Telephone Number)a duly organized corporation, nationally recognized surety company licensed and/or registered to engage in the surety business in the State of Florida and enter into agreements of surety with a resident or non-resident agent licensed to conduct business in the State of Florida and existing under and by virtue of the laws of the State of Florida, are held and firmly bound to Collier County Board of County Commissioners, located at 3299 Tamiami Trail East, Suite 102, Naples, FL 34112-5746, Telephone: (239) 252-8999 as Obligee in the sum of Two Million Twenty One Thousand Twenty Six Dollars and 00/1 00 ($ 2,021,020.00 ), this includes allowance, lawful money of the United States of America, for the payment of which, well and truly be made to the Obligee. The Principal/Contractor and the Surety bind themselves and each of their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents as follows: WHEREAS, Principal/Contractor has entered into a contract dated as of the • day of brut r y , 20 At with Obligee for Dine Ridge Road & 1-75 IQ Main Replacement (Project) with the Obligee, to furnish at Principal/Contractor's own cost, charges, and expense all the necessary materials, equipment, and/or labor, in strict and express accordance with the Contract, which Contract and all exhibits, is made a part of this Bond as fully and completely as if said Contract were set forth herein, is referred to as the Contract. NOW, THEREFORE, the conditions of this obligation are such that, the above bounded Principal/Contractor shall promptly make payments to all persons supplying materials, equipment, services and/or labor used directly or indirectly by said Principal/Contractor or subcontractors in the prosecution of the work provided for in the Contract in accordance with Sections 255.05 or 713.23, Florida Statutes; then this obligation shall be null and void and of no further force and effect; otherwise to remain in full force and effect; AND, the said SURETY for value received, hereby stipulates and agrees that no change involving any extension of time, or addition to the terms of the Contract or to the services to be performed, or materials to be furnished thereunder, shall effect said obligation of the SURETY on this bond, and the SURETY does hereby waive notice of any such changes, extension of time, alterations, or additions of the terms of the Contract, or to the work, or to the scope of services, or any other CAO changes, compliance or noncompliance to the terms of the Contract as to the work or scope of services. The Surety agrees that modifications and changes to the terms and conditions of the Agreement that increase the total amount to be paid the Contractor shall automatically increase the obligation of the Surety on this bond and notice to the Surety is not required for such increased obligation. Claimant shall give written notice to the Principal/Contractor and to the SURETY as requested by Sections 255.05 or 713.23, Florida Statutes. Any actions against the Principal/Contractor or the SURETY shall be brought within the time specified by Section 255.05 or Section 713.23, Florida Statutes. IN WITNESS WHEREOF, the above parties have executed this instrument this 27th day of October , 2025, the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. Signed, sealed and delivered in the presence of: PRINCIPAL/CONTRACTOR: Quality Enterprises USA, Inc. , Signature SEAL `i' Louis J. Gaudio, Vice President ‹!. 973 zi Name and Title ♦�RGINP;'4; STATE OF Florida COUNTY OF Collier The foregoing instrument was acknowledged before me by means of X physical presence or online notarization, this day of 20 25 by Louis J. Gaudio as Vice President of Quality Enterprises USA, Inc. a Virginia corporation, on behalf of the corporation. He/She is personally known to me OR has produced N/A - Known identification and did (did not)take an oath. My Commission Expires: 2/11/26 (Signature of Notary) (AFFIX OFFICIAL SEAL) Marcie L. Cohen (Legibly Printed) �P` MARCIE L.COHEN Notary Public, State of Florida MY COMMISSION#HH 196569 Commission No.: HH 196569 4 c`r EXPIRES:February 11,2©266 t oP� Q' . d Thtu Maly Public Undewxilers rAf:l I � 1 SURETY: ibe ut Insurance Company 175 Berkeley Street,Boston,MA 02116 Authorize Sign .ure --- Daniel J.Grygo,At t rneyi . act/Non Resident (Printed Name) (Business Address)ATTEST: Devon C.Heath,Witness CORPORATE ACKNOWLEDGMENT STATE OF Virginia Vaktleit OF City of Virginia Beach The foregoing instrument was acknowledged before me this 27th day of October , 2025 by Daniel J.Grygo,Attorney-in-Fact (name of officer or agent, title of officer or agent), of (name of corporation acknowledging), a Massachusetts (state or place of / incorporation) corporation, on behalf of the corporation. He/She is (personally known to me) (or has produced identification) Known (type of identification) (as identification) and (did/did not) take an oath. Liberty Mutual Insurance Company i / Signature of P son Taking Acknowledgment Daniel J.Grygo 1 TAMMY A.WARD NOTARY PUBLIC - REGISTRATION#259496 COMMONWEALTH OF VIRGINIA .%i'Cr( 1 \ t ry A CI t MY COMMISSION EXPIRES 09/30/2027 I.._ -__ierwer . v.�_ Name of Acknowle ger Typed, Tammy A.Ward Printed or Stamped EXHIBIT B-2: PUBLIC PERFORMANCE BOND (Following This Page) 15 Construction Services Agreement:[2025_ver.3] S EXFI1BI T B -2: PUBLIC PERFORMANCE BOND Bond No. 017265340 Contract No. 25-8380 KNOW ALL MEN BY THESE PRESENTS: That Quality Enterprises USA,Inc. as Principal/Contractor, located at_3494 Shearwater Street,Maples,FL 34117 , Telephone: 239-435-7200 (Business Address and Telephone Number), and - Liberty Mutual Insurance Company , as Surety, located at 175 Berkeley Street,Boston,MA 02115 , Telephone: 617-357-9500 (Business Address and Telephone Number) a duly organized corporation, nationally recognized surety company licensed and/or registered to engage in the surety business in the State of Florida and enter into agreements of surety with a resident or non-resident agent licensed to conduct business in the State of Florida and existing under and by virtue of the laws of the State of Florida, are held and firmly bound to Collier County Board of County Commissioners , located at 3299 Tarniami Trail East, Suite 102, Naples, FL 34112-5746, Telephone: (239) 252-8999 as Obligee in the sum of Two Million Twenty One Thousand Twenty Six Dollars and 00/100 ($ 2,021,025.00 J, lawful money of the United States of America, for the payment of which, well and truly be made to the Obligee. The Principal/Contractor and the Surety bind themselves and each of their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents as follows: In the event of a default by the Principal/Contractor, the Surety shall assume all obligations of the Principal/Contractor under the Contract including providing the required scope of services set forth in the Contract assuming all warranties, providing all as built drawings, meeting all indemnification and insurance requirements, payment of royalties and license fees, providing for the safety of persons and property and all other obligations of the Principal/Contractor under the Contract. WHEREAS, Principal has entered into a contract dated as of thel3day of ova.-y , 20 with Obligee for Pine ledge€oad & 1-75 it]Main f'-,eplacemeni (Project) with the Obligee, to furnish at Principal/Contractor own cost, charges, and expense all the necessary materials, equipment, and/or labor, in strict and express accordance with the Contract, which Contract and all exhibits, is made a part of this Bond as fully and completely as if said Contract were set forth herein, is referred to as the Contract. NOW THEREFORE, THE CONDITION OF THIS BOND and obligation is such that, the above bonded Principal/Contractor shall in all respects fully, promptly, and faithfully comply with the terms and conditions of the Contract, including all exhibits, and shall indemnify and save harmless the Obligee against and from all costs, expenses, damages, including but not limited to damages for delay due to the Principal/Contractor's default, attorney's fees, including appellate proceedings, injury, or loss of which said Obligee may be subject by reason of any wrongdoing, misconduct, want of care or skill, negligence, failure to petition within the prescribed time, delay or default, including patent infringements, on the part of said Principal/Contractor, its agents, or employees, in the execution or performance of the Contract; then this obligation shall be void; CAO otherwise, to remain in full force and effect for the term of the Contract, including any and all guarantee periods as specifically mentioned in the Contract; AND, the Surety, for value received, hereby stipulates and agrees that no changes, extensions of time, alterations or additions to the terms of the Contract or other work and service to be performed hereunder, or materials to be furnished thereunder or the specifications referred to therein shall in anywise affect the Surety's obligations under this bond, and the Surety does hereby waive notice of any such changes, extensions of time, alterations or additions to the terms of the Contract, or to the scope of services including the work, or to work or to the specifications to be provided by the Principal/Contractor or any other changes, compliance or noncompliance to the terms of the Contract as to the scope of services. The Surety shall be responsible for delay, damages or liquidated damages due to Principal/Contractor's default and consequential damages for Surety's failure to fulfill its responsibilities as set forth herein. The Surety agrees that modifications and changes to the terms and conditions of the Agreement that increase the total amount to be paid the Contractor shall automatically increase the obligation of the Surety on this bond and notice to the Surety is not required for such increased obligation. This instrument shall be construed in all respects as a common law bond, It is expressly understood that the time provisions and statute of limitations under Section 255.05, Florida Statutes, shall not apply to this bond. Any suit under this bond must be instituted within five years from the date Obligee obtained actual knowledge of the cause of action. 1 IN WITNESS WHEREOF, the above parties have executed this instrument this 27th day of October , 20 25 , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. Signed, sealed and delivered in the presence of: PRINCIPAL/CONTRACTOR: Quality Enterprises USA, Inc. SERP�Cf"', Signature - SEAL '�` �' 1973 Louis J. Gaudio, Vice President =G' Name and Title . „ STATE OF Florida COUNTY OF Collier The foregoing instrument was acknowledged before me by means of X physical presence or online notarization, this day of 2025 by Louis J. Gaudio as Vice President of Quality Enterprises USA, Inc. a Virginia corporation, on behalf of the corporation. He/She is personally known to me OR has produced N/A - Known identification and did (did not)take an oath. My Commission Expires: 2/11/26 (Signature of Notary) (AFFIX OFFICIAL SEAL) Marcie L. Cohen (Legibly Printed) �..,_ . Notary Public, State of Florida '•"°" MARCIE L.COHEN Commission No.: H H 196569 F f3 MY COMMISSION NH 1996569 EXPIRES:Febru y 11,2026 ' E'ot dc�.I Thru Notary Pubic Linda--v.43a CAO SURETY: y u 1 Insurance Company 175 Berkeley Street,Boston,MA 02118 Authoriz d Sig ature _ Daniel J.Grygo,Attorney-in-Fact/Non Resident (Printed Name) (Business Address) _ ATTEST: Devon C.Heath,Witness CORPORATE ACKNOWLEDGMENT STATE OF Virginia IVEILANXIt OF City of Virginia Beach The foregoing instrument was acknowledged before me this 27th day of October 2025 by Daniel J.Grygo,Attorney-in-Fact (name of officer or agent, title of officer or agent), of (name of corporation acknowledging), a Massachusetts (state or place of incorporation) corporation, on behalf of the corporation. He/She is (personally known to me) (or has produced identification) Known (type of identification) (as identification) and (did/did not) take an oath. Liberty Mutual Insurance Company Signature of Person Taking Acknowledgment Daniel J.Grygo TAMMY A.WARD I y i1 l�t I .x NOTARY PUBLIC r�c� i REGISTRATION#259496 P \ COMMONWEALTH OF VIRGINIA ' Name of Acknowledger Typed, Tammy A.Ward 4 MY COMMISSION EXPIRES 09/30/2027 Printed or Stamped CA0 ,i.4( Liberty`. y POWER OF ATTO N Mutual EY Liberty Mutual Insurance Company SURETY The Ohio Casualty Insurance Company West American insurance Company KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies",pursuant to and by authority herein set forth,does hereby name,constitute and appoint Daniel J.Grygo all of the city of Virginia Beach state of VA its true and lawful attorney-in-fact,with full power and authority hereby conferred to sign, execute and acknowledge the following surety bonds,undertakings,recognizance,,contracts of indemnity,and all other surety obligations related thereto,the execution of which shall be binding upon the Companies as if it had been duly signed and executed by its own officers: Principal Name: ualit gerorises USA,Inc. oar o ounfy Commissioners,Collier County, Obligee Name: Florida Surety Bond Number: 01 7265840 Bond Amount: See Bond Form IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 27th day of October , 2025 Liberty Mutual insurance Company tusO,, 45, IASU - %NS!/, The Ohio Casualty Insurance Company a`j�cpae a4,�e� 5`�P OFP°g9,��eg 4�Go5Po \4 WestAmencn Insurance Company S �' Fo -� U� � 'o � r�' "o fi r 912 0 I 191 ry ((q • �9ss.9lL/may 1 Q 1e f319�o q �l 1991ell,�/ #1 / tin �8 gCHUs aloe' I! G f-kazig�,jla tFlN�r -0a By: f a , ra , kr akc a ►N . Y ;,�. T Nathan J.Zangerle,Assistant Secretary 'T ,_ G STATE OF PENNSYLVANIA ss v COUNTY OF MONTGOMERY Z Tii e Qy On this 27th day of October , 2025 ,before me personalty appeared Nathan J.Zangede,who acknowledged himself to be the Assistant Secretary of Liberty c E (-) ill Mutual Insurance Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument 4 3 B ± for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. U ` IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting,Pennsylvania,on the day and year first above written. as C'to v.'o' ""�'+'+�._ Commonwealth of Pennsylvania-Wotan/Seal l 10'-' O N I Teresa PasteUa,Notary Public f,/ Q.0 L i " i uc ) Sdentg°mary Couniy , Lr�'124eL1 .0 sti el 0 i y, My rnmmiss un expires klatch 2u,2029 By:/ a— r Commission number 1126044 • i l Teresa PasteUa,Notary Public a)7rii >" T - -' Member.Pennsylvania Assecation of Notaries 0 w cr)Q> l insurance Company,s Power of Attey is West American execJted insurance Companysuant fod which resolutions by of aree !owing now i null force and effect rews and ading of The Ohio s:Casualty Insurance Company,Liberty Mutual q a co aso c) t c } ARTICLE iV-OFFICERS:Section 12.Power of Attorney. E'- ? Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or the President may prescribe,shall appoint such attor:Heys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety Q xas CO O any and all undertakings:bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney, O o ;O > shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation.When so executed,such '�.- ro c i instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney-in-fact under the (£) o CI) provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. - as z 3 ARTICLE XIII-Execution of Contracts:Section 5.Surety Bonds and Undertakings. a a Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings. ti�2 Jbonds,recognizances and other surety obligations.Such attomeys-in-fact,subject to the limitations set forth in their respective powers of attorney.shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company.When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes Nathan J.Zangerie,Assistant Secretary to appoint such attorneys-intact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of an;assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds.shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C.Llewellyn,the undersigned,Assistant Secretary,of Liberty Mutual insurance Company,The Ohio Casualty Insurance Company,and We:it American Insurance Company do hereby certify that this power of attorney executed by said Companies is in full force and effect and has not been revoked. iN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 27th day of October , 2025 , , NSUq-0 PtiZY INS�� tNSUpq aPOBy , °P4R � `P aP°4 ' A 44,- 0 CO c41" 4° 1. 0 i 1912 n o 1s19 1s91 . y6 o B 3. dy> s4oHus-da - yhnµvs'�yD YS %,,,, . dbX(---"- .Llewellyn,Assistant Secretary 6'h * t,� �S'1 t AI' dst r E' IMIC.OCIC,WAIC-SurePnth_012025 EXHIBIT B-3: INSURANCE REQUIREMENTS (Following This Page) 17 Construction Services Agreement:[2025 - . CAO Collier County Florida Insurance and Bonding Requirements Insurance/Bond Type Required Limits 1. ® Worker's Compensation Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Statutory Limits and Requirements Evidence of Workers'Compensation coverage or a Certificate of Exemption issued by the State of Florida is required.Entities that are formed as Sole Proprietorships shall not be required to provide a proof of exemption.An application for exemption can be obtained online at https://apps.fldfs.com/bocexempt/ 2. ®Employer's Liability $_1,000,000_single limit per occurrence 3. ®Commercial General Bodily Injury and Property Damage Liability(Occurrence Form)patterned after the $_1,000,000 single limit per occurrence,$2,000,000 aggregate for Bodily Injury current ISO form Liability and Property Damage Liability. The General Aggregate Limit Shall be endorsed to apply per project. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability. 4. ®Indemnification To the maximum extent permitted by Florida law, the ContractorNendor shall defend,indemnify and hold harmless Collier County,its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys'fees and paralegals'fees,to the extent caused by the negligence, recklessness,or intentionally wrongful conduct of the Contractor/Vendor or anyone employed or utilized by the Contractor/Vendor in the performance of this Agreement. 5. ®Automobile Liability $_1,000,000 Each Occurrence; Bodily Injury & Property Damage, Owned/Non-owned/Hired;Automobile Included 6. ® Other insurance as ❑Watercraft $ Per Occurrence noted: El United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Aircraft Liability coverage shall be carried in limits of not less than$5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ®Pollution $1,000,000 Per Occurrence ❑Professional Liability $ _ Per claim&in the aggregate ®Umbrella/Excess Insurance $3,000,000 Per Occurrence El Valuable Papers Insurance $ Per Occurrence ❑ Cyber Liability $ Per Occurrence El Technology Errors&Omissions $ Per Occurrence CAO 7. ®Bid bond Shall be submitted with proposal response in the form of certified funds, cashiers' check or an irrevocable letter of credit,a cash bond posted with the County Clerk,or proposal bond in a sum equal to 5% of the cost proposal. All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 8. ®Performance and For projects in excess of $200,000, bonds shall be submitted with the executed Payment Bonds contract by Proposers receiving award, and written for 100% of the Contract award amount, the cost borne by the Proposer receiving an award. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as "A-" or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5% of the reported policy holders' surplus, all as reported in the most current Best Key Rating Guide,published by A.M.Best Company,Inc.of 75 Fulton Street,New York,New York 10038. 9. ® Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Vendor shall provide County with certificates of insurance meeting the required insurance provisions. 10. ® Collier County must be named as"ADDITIONAL INSURED"on the Insurance Certificate for Commercial General Liability where required.This insurance shall be primary and non-contributory with respect to any other insurance maintained by,or available for the benefit of,the Additional Insured and the Vendor's policy shall be endorsed accordingly. 11. ® The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County,OR Collier County Government,OR Collier County. The Certificates of Insurance must state the Contract Number,or Project Number,or specific Project description,or must read: For any and all work performed on behalf of Collier County. 12. Z On all certificates, the Certificate Holder must read: Collier County Board of Commissioners, 3295 Tamiami Trail East,Naples,FL 34112 13. ® Thirty(30)Days Cancellation Notice required. 14. Collier County shall procure and maintain Builders Risk Insurance on all construction projects where it is deemed necessary. Such coverage shall be endorsed to cover the interests of Collier County as well as the Contractor. Premiums shall be billed to the project and the Contractor shall not include Builders Risk premiums in its project proposal or project billings. All questions regarding Builder's Risk Insurance will be addressed by the Collier County Risk Management Division. GG—4/21/25 Vendor's Insurance Acceptance By submission of the bid Vendor accepts and understands the insurance requirements of these specifications,agrees to maintain these coverages through the duration of the agreement and/or work performance period,and that the evidence of insurability may be required within five(5)days of notification of recommended award of this solicitation. CAO EXHIBIT C RELEASE AND AFFIDAVIT FORM (Template Form Following This Page) CAO 18 Construction Services Agreement:[2025_ver.3] EXHIBIT C: RELEASE AND AFFIDAVIT FORM COUNTY OF ( ) STATE OF ( ) Before me, the undersigned authority, personally appeared who after being duly sworn, deposes and says: (1) In accordance with the Contract Documents and in consideration of $ to be received, ("Contractor") releases and waives for itself and its subcontractors, material-men, successors and assigns, all claims demands,damages, costs and expenses,whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the Agreement between Contractor and Owner, dated , 20 for the period from to . This partial waiver and release is conditioned upon payment of the consideration described above. It is not effective until said payment is received in paid funds. (2) Contractor certifies for itself and its subcontractors, material-men, successors and assigns, that all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a demand against any payment bond might be filed, shall be fully satisfied and paid upon Owner's payment to Contractor. (3) Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this Release and Affidavit. (4) This Release and Affidavit is given in connection with Contractor's [monthly/final]Application for Payment No. Contractor's Signature Name and Title STATE OF COUNTY OF The foregoing instrument was acknowledged before me by means of physical presence or online notarization, this day of 20 by , as of a corporation, on behalf of the corporation. He/She is personally known to me OR has produced identification and did (did not)take an oath. My Commission Expires: (Signature of Notary) (AFFIX OFFICIAL SEAL) (Legibly Printed) Notary Public, State of Commission No.: CAO [2024_ver.1] EXHIBIT D-1 CONTRACTOR APPLICATION FOR PAYMENT FORM (Template Form Following This Page) CAO 19 Construction Services Agreement:[2025_ver.3] EXHIBIT D-1 FORM OF CONTRACT APPLICATION FOR PAYMENT Collier County Board of County Commissioners (the OWNER) or Collier County Water-Sewer Owner's Project Bid No. Manager's Name: Project No. County's Division Name Purchase Order No. Submitted by Contractor Application Date: Representative: Name Contractor's Name& Payment Application No. Address: Original Contract Time: Original Contract Price: $ Revised Contract Time: Total Change Orders to Date: $ Revised Contract Amount: $ Total Value of Work Completed & $ Stored to Date: Retainage @5% through $ Retainage @ 5%through [Insert $ [Insert Date] date] Retainage @ % $ Less Retainage $ after[Insert date] Total Earned Less Retainage $ Less previous payment(sj Percent Work Completed % AMOUNT DUE THIS $ to Date: APPLICATION: Percent Contract Time Completed to Date: Liquidated Damages to $ Remaining Contract Balance $ Be Accrued ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances(except such as covered by Bond acceptable to OWNER); (3)all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due; and (4) CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. Contractor's Name Contractor's Signature: Date: Type Title: Shall be signed by an authorized representative of the Contractor. Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: Design Professional's Name: Signature: Date: Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: Owner's Project Manager Name: Signature: Date: CAO EXHIBIT D-2 SCHEDULE OF VALUES (Template Form Following This Paqe) CAO 20 Construction Services Agreement:[2025_ver.3] $ R ] .1 ; � o Ri ` MI� � \ \ a I. e.� \ \ k ai K § re 0 ! _ laci z z t 1 _I � a. 6 ' X2 } o ° 2 2 § Q 0 ct2 ) $ b ° S 0 CI. cL co § 2 - / Gar IG- 0k \ CO Cl, ( � \ re 22 \ 2 _ � f - o _ 22 0- 2w \\ § § k o k § m gg - \ o 0. - §« � & 0 k § � ' 1-3 )/ � ( ){ 2 {) \ > S� (ƒ z - - § 9# ¥ N \( Ili z j/ m {§ ! / CAO) � z CO EXHIBIT D-3 STORED MATERIALS (Template Form Following This Page) CAO 21 Construction Services Agreement:[2025_ver.3] O w W _i >I ✓ J N gF CV az m — co I— o O 0 —I• O auj w ma z } U • W O J 7 La I- • U) a z w m m z p w G uu O V w ui — III a 0 11 W • 0 o M J w 0 en W «• ro O 0 0 d 5 re ua 0 a) s t�0 (, c W a W O Q' a4 W CO c T z O W a2i U_ 0_O z O a. r r J � a � a + F 8 a) 0 Z O 0 H a � a N m W 0 U w a Z 2 UJ 011.1 F o O 0 0 m m • CAO EXHIBIT E-1: CHANGE ORDER (Template Form Following This Page) CAO 22 Construction Services Agreement:[2025_ver.3] (IT\ Collier County Procurement Services Contract# CO# PO# Project#: Project Name: Contractor/Consultant Name: Select One: ❑Contract Modification(Construction or Project Specific) ❑ Work Order/Purchase Order Modification Project Manager Name: Division Name: Original Contract/Work Order Approved Amount BCC Approved Date&Agenda (excluding Owner's Allowance) Item: Original Approved Owner's Allowance Current Contract/Work Order Approved Amount Dollar Amount of this Change Revised Contract/Work Order Total Total Cumulative Changes(Including all change orders) Notice to Proceed L Original NTP Original Final Last Final Date #of Days Completion Date I Approved Date #of Days Added Revised Final Date Current Substantial Completion Date (includes this change) (if applicable) Check if applicable:❑Per Florida Statute 218.755 Prompt processing of change orders:For any contract for construction services entered on or after July 1, 2025, the local governmental entity must approve or deny the price quote and send written notice of that decision within 35 days after receipt of such quote. Quote Date of Response Due Date Receipt (35 days from Date of Receipt) Provide responses after each question in box below (Responses should be brief and specific). Attach additional information and/or documentation from the Design Professional and/or Contractor, if needed, with your submission of this Change Order and complete summary on next page. Check all that apply to this Change Order request: ❑Add Time(Include Affidavit Regarding Labor and Services); ❑Add funds; ❑ Use of Allowance;❑ Modify/Delete existing Task(s); ❑Add new Task(s); LI Reallocate funds; ❑Other(must be explained in detail below) 1.) Detail of change/s to be made through this Change Order. 2.) If this Change Order is currently under a Stop Work, please identify the date issued and number of days remaining or "N/A" if not applicable. 3.) Explain why this change was not included in the original contract/Work Order. 4.) Describe the impact if this change is not processed. Page 1 of 4 Change Order Form(2025_ver.1) CAC _f (1)'` Collier County Procurement Services Contract# CO# PO# Project#: Project Name: Contractor/Consultant Name: Change Order/Amendment Summary (If additional spaces needed,attached a separate Summary page to this amendment request) COST TIME CO# AMD# Description Additive Deductive Days Total New Justification (+) (-) Added Time ❑ Check here if additional summary page/s are attached to this Change Order Page 2 of 4 Change Order Form(2025_ver.1) CAO 9I ' Collier County Procurement Services Contract# CO# PO# Project#: Project Name: Contractor/Consultant Name: Acceptance of this Change Order shall constitute a modification to contract/work order identified above and will be subject to all the same terms and conditions as contained in the contract/work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor/Vendor/Consultant/Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs. Contractor/Consultant/Design Professional signature below must be from an authorized person/officer/director of the Company or listed as the qualified licensed Professional"Project Coordinator"or Design/Engineer Professional under the agreement. Signature authority of person signing will be verified through the contract OR through the Florida Department of State, Division of Corporations (Sunbiz) website (https://dos.mvflorida.com%sunbiz/search/). If the person signing is not listed, we will require signature authority by one of the listed officers/directors of the company giving that person signature authority. Prepared by: Date: Signature-Division Project Manager Printed Name Accepted by: Date: Signature-Design/Engineer Professional (if applicable) Printed Name/Title/Company Name Accepted by: Date: Signature-Contractor/ConsultantNendor Printed Name/Title/Company Name Approved by: Date: Signature-Division Manager or Designee(Optional) Printed Name Approved by: Date: Signature-Division Director or Designee(Optional) Printed Name Approved by: Date: Signature-Division Administrator or Designee(Optional) Printed Name Page 3 of 4 Change Order Form(2025_ver.1) CAO ( jam Collier County -..., Procurement Services Contract# CO# PO# Project#: Project Name: Contractor/Consultant Name: FOR PROCUREMENT USE ONLY FY CO Request# PUR- Approved by: Signature-Procurement Professional Signature/Date Approved by: Signature-Procurement Manager/Director(OPTIONAL) APPROVAL TYPE: ❑ Administrative ❑ Administrative-BCC Report ❑ BCC Stand-Alone ES BCC APPROVAL ATTEST: Crystal K. Kinzel, Clerk of the Circuit Court BOARD OF COUNTY COMMISSIONERS and Comptroller COLLIER COUNTY, FLORIDA By: By: , Chairman Dated: Date: (SEAL) Agenda# Approved as to Form and Legality: Deputy County Attorney Print Name Page 4 of 4 CAO Change Order Form(2025_ver.1) EXHIBIT E-2: WORK DIRECTIVE FORM (Template Form Following This Pape) CAO 23 Construction Services Agreement:[2025_ver.3] EXHIBIT E-2 WORK DIRECTIVE CHANGE PROJECT NAME: CHANGE # DATE OF ISSUANCE: EFFECTIVE DATE: OWNER: Collier County Board of Commissioners PROJECT#: CONTRACTOR: ENGINEER: You are directed to proceed promptly with the following change(s): Description: Purpose of Work Directive Change: Attachments: If a claim is made that the above change(s)have affected Contract amount or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract amount: Method of determining change in Contract Times: ❑ Unit Prices U Unit Prices ❑ Lump Sum ❑ Lump Sum Li Other I I Other A not-to-exceed itemized estimated increase Estimated change in Contract Time: (decrease)in Contract amount: $ Increase or decrease by calendar days. RECOMMENDED: AUTHORIZED: By: By: Engineer OWNER's Representative *An itemized cost proposal(s)/quote(s) shall be submitted with the Change Order. CAO EXHIBIT F-1 CERTIFICATE OF SUBSTANTIAL COMPLETION FORM (Template Form Following This Page) CAO 24 Construction Services Agreement:[2025_ver.3] EXHIBIT F-1 CERTIFICATE OF SUBSTANTIAL COMPLETION OWNER'S Project No. Design Professional Project No. PROJECT: CONTRACTOR Contract For Contract Date This Certificate of Substantial completion applies to all Work under the Contract documents or to the following specified parts thereof: To OWNER And To Substantial Completion is the status of completion of the Work which, in the opinion of the Project Manager as evidenced by a definitive Certificate of Substantial Completion, is complete in accordance with the Contract Documents, except for minor outstanding items listed on the Punch List. Substantial Completion includes, but is not limited to, the following occurring: (1)the Work can be safely utilized for the purposes for which it was intended; (2) all regulatory agency requirements are satisfied, including occupancy permits, operating certificates and similar releases, (3) all operational testing has successfully occurred; (4) all required training has successfully occurred; (5) all close-out documents (such as as-built drawings, certifications, warranties, guaranties, test reports, test logs, operational manuals, etc.) have been provided by the Contractor and accepted by the Owner, and permit acceptance by permitting agencies, if applicable. The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the requirements of the Contract Documents on: DATE OF SUBSTANTIAL COMPLETION CAO A Contractor generated punch list of items to be completed or corrected is attached (i.e., a list of all items required to render the Project complete, satisfactory, and acceptable, for submission with the request for inspection and issuance of a certificate of Substantial Completion), which shall include and list separately the estimated cost to complete each remaining unfinished item included on the list with an explanation as to the basis for those costs, substantiated by the Schedule of Values. A final Punch List Exhibit F-3 ("Punch List") will be developed, by the Owner and Contractor, with the Owner having the final say on the items included on the Punch List. The Punch List must include all items required to render the Project complete, satisfactory, and acceptable. This list may not be all-inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the Punch List must be completed or corrected by CONTRACTOR within 30 days from the delivery date of the Punch List and Contractor shall provide Owner with written notice that all Punch List items have been completed. The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance, and warranties shall be as follows: RESPONSIBILITIES: OWNER: CONTRACTOR: The following documents are attached to and made a part of this Certificate: This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the Contract Documents. Executed by Design Professional on , 20 Signature of Design Professional Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on , 20_ and will submit within five calendar days, an approved pay application to bccapclerk@collierclerk.com. The pay application will include regular schedule of value scope work to be billed and all work to be billed for all change orders. Signature of Contractor Type Name and Title OWNER accepts this Certificate of Substantial Completion on , 20 CAt Signature of Owner Type Name and Title CAO EXHIBIT F-2 CERTIFICATE OF FINAL COMPLETION FORM (Template Form Following This Page) CAO Construction Services Agreement:[2025_ver.3] EXHIBIT F-2 CERTIFICATE OF FINAL COMPLETION OWNER'S Project No. Design Professional Project No. PROJECT: CONTRACTOR Contract For Contract Date This Certificate of Final completion applies to all Work under the Contract documents. The warranty in Exhibit G-2 is attached to and made a part of this Certificate. To OWNER And To The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be finally complete in accordance with the contract documents on: DATE OF FINAL COMPLETION CAO [2024_ver.1] Intentionally left blank Executed by Design Professional on , 20 . Signature of Design Professional Type Name and Title CONTRACTOR accepts this Certificate of Final Substantial on this , 20_ Signature of Contractor Type Name and Title OWNER accepts this Certificate of Final Substantial on this , 20 . Signature of Owner Type Name and Title CAO [2024_ver.1] EXHIBIT F-3 PUNCH LIST FORM (Template Form Following This Page) CAO 26 Construction Services Agreement:[2025_ver.3] EXHIBIT F-3 PUNCH LIST FORM Item Description Value Completion Date Dated Approved No. by Owner Subtotal x 150% Delivery Date of Punch List from Owner to Contractor: (date of final Punch List). Final Completion Date: . (30 days from the delivery of Punch List) CAO EXHIBIT G-1 FINAL PAYMENT CHECKLIST (Template Form Following This Page) 27 Construction Services Agreement:[2025 - 3] Cp,O EXHIBIT G-1: FINAL PAYMENT CHECKLIST Bid No.: Project No.: PO No. Date: Contractor: The following items have been secured by the for the Project known as and have been reviewed and found to comply with the requirements of the Contract Documents. Original Contract Amount: Final Contract Amount: Commencement Date: Substantial Completion Time as set forth in the Agreement: Calendar Days. Actual Date of Substantial Completion: Final Completion Time as set forth in the F-3 Punch List: Calendar Days. Actual Final Completion Date: YES NO 1. All Punch List items completed on 2. Warranties and Guarantees assigned to Owner(attach to this form). 3. Effective date of General one year warranty from Contractor is: 4. 2 copies of Operation and Maintenance manuals for equipment and system submitted (list manuals in attachment to this form). 5. As-Built drawings obtained and dated: 6. Owner personnel trained on system and equipment operation. 7. Certificate of Occupancy No.: issued on (attach to this form). 8. Certificate of Substantial Completion issued on 9. Final Payment Application and Affidavits received from Contractor on: 10. Consent of Surety received on 11. Operating Department personnel notified Project is in operating phase. 12. All Spare Parts or Special Tools provided to Owner: 13. Finished Floor Elevation Certificate provided to Owner: 14. Other: If any of the above is not applicable, indicate by N/A. If NO is checked for any of the above, attach explanation. Acknowledgments: Executed by Design Professional on , 20 Signature of Design Professional Type Name and Title Executed by Contractor on , 20 Signature of Contractor Type Name and Title Executed by Owner on , 20 Signature of Owner Type Name and Title ci0 EXHIBIT G-2 WARRANTY (Template Form Following This Page) 28 Construction Services Agreement:[2025_ver.3] CAO EXHIBIT H: GENERAL TERMS AND CONDITIONS 1. INTENT OF CONTRACT DOCUMENTS. 1.1 It is the intent of the Contract Documents to describe a functionally complete Project (or portion thereof)to be constructed in accordance with the Contract Documents. Any work, materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for. When words which have a well-known technical or trade meaning are used to describe work, materials or equipment, such words shall be interpreted in accordance with that meaning. Reference to standard specifications, manuals or codes of any technical society, organization, or association or to the laws or regulations of any governmental authority having jurisdiction over the Project, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, law or regulation in effect at the time the Work is performed, except as may be otherwise specifically stated herein. 1.2 If before or during the performance of the Work Contractor discovers a conflict, error or discrepancy in the Contract Documents, Contractor immediately shall report same to the Project Manager in writing and before proceeding with the Work affected thereby shall obtain a written interpretation or clarification from the Project Manager; said interpretation or clarification from the Project Manager may require Contractor to consult directly with Design Professional or some other third party, as directed by Project Manager. Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract Documents before commencing any portion of the Work. 1.3 Drawings are intended to show general arrangements, design and extent of Work and are not intended to serve as shop drawings. Specifications are separated into divisions for convenience of reference only and shall not be interpreted as establishing divisions for the Work, trades, subcontracts, or extent of any part of the Work. In the event of a discrepancy between or among the drawings, specifications or other Contract Document provisions, Contractor shall be required to comply with the provision which is the more restrictive or stringent requirement upon the Contractor, as determined by the Project Manager. Unless otherwise specifically mentioned, all anchors, bolts, screws, fittings, fillers, hardware, accessories, trim and other parts required in connection with any portion of the Work to make a complete, serviceable, finished and first quality installation shall be furnished and installed as part of the Work, whether or not called for by the Contract Documents. 2. INVESTIGATION AND UTILITIES. 2.1 Subject to Section 2.3 below, Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work and the general and local conditions, and particularly, but without limitation, with respect to the following: those affecting transportation, access, disposal, handling and storage of materials; availability and quality of labor; water and electric power; availability and condition of roads; work area; living facilities; climatic conditions and seasons; physical conditions at the work-site and the project area as a whole; topography and ground surface conditions; nature and quantity of the surface materials to be encountered; subsurface conditions; equipment and facilities needed preliminary to and during performance of the Work; and all other costs associated with such performance. The failure of Contractor to acquaint itself with any applicable conditions shall not relieve Contractor from any of its responsibilities to perform under the Contract Documents, nor shall it be considered the basis for any claim for additional time or compensation. 29 Construction Services Agreement:[2025_ver.3] CAO 2.2 Contractor shall locate all existing roadways, railways, drainage facilities and utility services above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being referred to in this Sub-Section 2.2 as the"Utilities". Contractor shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Utilities during the construction of the Project. Contractor shall schedule and coordinate its Work around any such relocation or temporary service interruption. Contractor shall be responsible for properly shoring, supporting, and protecting all Utilities at all times during the course of the Work. The Contractor is responsible for coordinating all other utility work so as to not interfere with the prosecution of the Work (except those utilities to be coordinated by the Owner as may be expressly described elsewhere in the Contract Documents). 2.3 Notwithstanding anything in the Contract Documents to the contrary, if conditions are encountered at the Project site which are (i) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (ii) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, and which reasonably should not have been discovered by Contractor as part of its scope of site investigative services required pursuant to the terms of the Contract Documents, then Contractor shall provide Owner with prompt written notice thereof before conditions are disturbed and in no event later than three (3) calendar days after first observance of such conditions. Owner and Design Professional shall promptly investigate such conditions and, if they differ materially and cause an increase or decrease in Contractor's cost of, or time required for, performance of any part of the Work, Owner will acknowledge and agree to an equitable adjustment to Contractor's compensation or time for performance, or both, for such Work. If Owner determines that the conditions at the site are not materially different from those indicated in the Contract Documents or not of an unusual nature or should have been discovered by Contractor as part of its investigative services, and that no change in the terms of the Agreement is justified, Owner shall so notify Contractor in writing, stating its reasons. Claims by Contractor in opposition to such determination by Owner must be made within seven (7) calendar days after Contractor's receipt of Owner's written determination notice. If Owner and Contractor cannot agree on an adjustment to Contractor's cost or time of performance, the dispute resolution procedure set forth in the Contract Documents shall be complied with by the parties. 3. SCHEDULE. 3.1 The Contractor, within ten (10) calendar days after the Board's award of the Agreement, shall prepare and submit to Project Manager, for their review and approval, a progress schedule for the Project (herein "Progress Schedule"). The Progress Schedule shall relate to all Work required by the Contract Documents and shall utilize the Critical Path method of scheduling and shall provide for expeditious and practicable execution of the Work within the Contract Time. The Progress Schedule shall indicate the dates for starting and completing the various stages of the Work. 3.2 The Progress Schedule shall be updated monthly by the Contractor. All monthly updates to the Progress Schedule shall be subject to the Project Manager's review and approval. Contractor shall submit the updates to the Progress Schedule with its monthly Applications for Payment noted below. The Project Manager's review and approval of the submitted Progress Schedule updates shall be a condition precedent to the Owner's obligation to pay Contractor. 3.3 All work under this Agreement shall be performed in accordance with the requirements of all Collier County Noise Ordinances then in effect. Unless otherwise specified, work will generally be limited to the hours of 7 a.m. to 7 p.m., Monday through Saturday. No work shall be performed outside the specified hours without the prior approval of the Project Manager. 30 Construction Services Agreement:[2025_ver.3] CAO 4. PROGRESS PAYMENTS. 4.1 At least ten (10) days prior to submitting the monthly Application for Payment, the Contractor shall submit to the Project Manager a final Schedule of Values. The Schedule of Values shall be satisfactory in form and substance to the Project Manager and shall subdivide the Work into component parts in sufficient detail to serve as the basis for measuring quantities in place and calculating amounts for the Contractor's monthly progress payments during construction. Further, it shall include the list of its Subcontractors and materialmen submitted with its Bid showing the work and materials involved and the dollar amount of each subcontract and purchase order. Contractor acknowledges and agrees that any modifications to the list of Subcontractors submitted with Contractor's Bid and any subsequently identified Subcontractors are subject to Owner's prior written approval. Unsupported or unreasonable allocation of the Contract Price to any one activity shall be justification for rejection of the Schedule of Values. The Contractor shall not submit an unbalanced Schedule of Values which provides for overpayment to the Contractor on activities that would be performed first. The Schedule of Values shall be revised and resubmitted until acceptable to the Project Manager. Once the schedule has been accepted by the Project Manager, the Owner reserves the right (at its option) throughout the Contract to require that the Contractor honor a particular price contained in the Schedule of Values, if the activity pertaining to it is being deleted or modified. Upon approval of the Schedule of Values by the Project Manager, it shall be incorporated into the form of Application for Payment attached to the Agreement as Exhibit D and shall be used as the basis for the Contractor's monthly Applications for Payment. The schedule shall be updated and submitted each month along with a completed copy of the Application for Payment form signed by the Contractor's authorized representative. 4.2 The first Application for Payment shall be submitted no earlier than thirty (30) days after the Commencement Date, and monthly thereafter, but not more often than once a month or prior to substantial completion being met. Notwithstanding anything herein to the contrary, if approved by Owner in its sole discretion, Contractor may submit its invoice for any required Payment and Performance Bonds prior to the first Application of Payment provided that Contractor has furnished Owner certified copies of the receipts evidencing the premium paid by Contractor for the bonds. 4.3 Unless expressly approved by Owner in advance and in writing, said approval at Owner's sole discretion, Owner is not required to make any payment for materials or equipment that have not been incorporated into the Project. If payment is requested on the basis of materials and equipment not incorporated into the Project, but delivered and suitably stored at the site or at another location agreed to by the Owner in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, together with evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein, all of which shall be subject to the Owner's satisfaction. Thereafter, with each Application for Payment, Contractor also shall complete and submit to Owner as part of its Application for Payment, the Stored Materials Record form attached hereto and made a part hereof as Exhibit D-3. 4.4 Contractor shall submit its monthly Application for Payment to the Project Manager or his or her designee, as directed by Owner (which designee may include the Design Professional). Within twenty (20) business days after the date of each Application for Payment is stamped as received, and within the timeframes set forth in Section 218.735 F.S., the Project Manager, or Design Professional, shall either: (1) Indicate its approval of the requested payment; (2) indicate its approval 31 Construction Services Agreement:[2025_ver.3] CCAO of only a portion of the requested payment, stating in writing its reasons therefor; or (3) return the Application for Payment to the Contractor indicating, in writing, the reason for refusing to approve payment. Payments of proper invoices shall be processed in accordance with Section 218.735, F.S. and the terms of the Contract Documents. 4.5 In the event of a total denial by Owner and return of the Application for Payment by the Project Manager, the Contractor may make the necessary corrections and re-submit the Application for Payment. The Owner shall, within ten (10) business days after the Application for Payment is stamped and received and after Project Manager approval of an Application for Payment, pay the Contractor the amounts so approved. 4.6 Owner shall withhold retainage on the gross amount of each monthly progress payment in the amount of five percent (5%), as permitted by Section 255.078, F.S. The foregoing does not prohibit Owner from withholding retainage at a rate less than five percent (5%) of each monthly progress payment as otherwise allowable under Section 255.078, F.S.. Any reduction in retainage below the maximum amount set forth in Section 255.078, F.S. shall be at the sole discretion of the Owner. Such retainage shall be accumulated and not released to Contractor until final payment is due unless otherwise agreed to by the Owner in accordance with Section 255.078, F.S. or otherwise required pursuant to Section 218.735(7), F.S. Any interest earned on retainage shall accrue to the benefit of the Owner. Pursuant to Section 218.735(8)(f), if the total cost of the construction services is $200,000 or less, then the 5% retainage requirement does not apply. 4.7 Monthly payments to Contractor shall in no way imply approval or acceptance of Contractor's Work. 4.8 Each Application for Payment, subsequent to the first pay application, shall be accompanied by a Release and Affidavit, in the form attached as Exhibit C, acknowledging Contractor's receipt of payment in full for all materials, labor, equipment and other bills that are then due and payable by Owner with respect to the current Application for Payment. Further, to the extent directed by Owner and in Owner's sole discretion, Contractor shall also submit a Release and Affidavit from each Subcontractor, sub-subcontractor, or supplier in the form attached as Exhibit C acknowledging that each Subcontractor, sub-subcontractor, or supplier has been paid in full through the previous month's Application for Payment. The Owner shall not be required to make payment until and unless these affidavits are furnished by Contractor. 4.9 Contractor agrees and understands that funding limitations exist and that the expenditure of funds must be spread over the duration of the Project at regular intervals based on the Contract Amount and Progress Schedule. 4.10 Notwithstanding anything in the Contract Documents to the contrary, Contractor acknowledges and agrees that in the event of a dispute concerning payments for Work performed under this Agreement, Contractor shall continue to perform the Work required of it under this Agreement pending resolution of the dispute provided that Owner continues to pay Contractor all amounts that Owner does not dispute are due and payable. 4.11 Payments will be made for services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or prior to final completion. Any untimely submission of invoices beyond the specified deadline period is subject to non-payment under the legal doctrine of"laches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this agreement. 32 Construction Services Agreement:[2025_ver.3] CAO 4.12 The Owner may, at its discretion, use VISA/MASTER card credit network as a payment vehicle for goods and/or services purchased as a part of this contract. The Owner may not accept any additional surcharges (credit card transaction fees) as a result of using the Owner's credit card for transactions relating to this agreement. 5. PAYMENTS WITHHELD. 5.1 The Project Manager may decline to approve any Application for Payment, or portions thereof, because of subsequently discovered evidence or subsequent inspections that reveal non- compliance with the Contract Documents. The Project Manager may nullify the whole or any part of any approval for payment previously issued and Owner may withhold any payments otherwise due Contractor under this Agreement or any other agreement between Owner and Contractor, to such extent as may be necessary in the Owner's opinion to protect it from loss because of: (a) Defective Work not remedied; (b)third party claims filed or reasonable evidence indicating probable filing of such claims; (c) failure of Contractor to make payment properly to subcontractors or for labor, materials or equipment; (d) reasonable doubt that the Work can be completed for the unpaid balance of the Contract Amount; (e) reasonable indication that the Work will not be completed within the Contract Time; (f) unsatisfactory prosecution of the Work by the Contractor; or (g) any other material breach of the Contract Documents by Contractor. 5.2 If any conditions described in 5.1. are not remedied or removed, Owner may, after three (3) days written notice, rectify the same at Contractor's expense. Provided however, in the event of an emergency, Owner shall not be required to provide Contractor any written notice prior to rectifying the situation at Contractor's expense. Owner also may offset against any sums due Contractor the amount of any liquidated or non-liquidated obligations of Contractor to Owner, whether relating to or arising out of this Agreement or any other agreement between Contractor and Owner. 5.3 In instances where the Contractor may owe debts (including, but not limited to taxes or other fees) to Collier County and the contractor has not satisfied nor made arrangement to satisfy these debts, the County reserves the right to off-set the amount owed to the County by applying the amount owed to the vendor or contractor for services performed of for materials delivered in association with a contract. 5.4 If a subcontractor is a related entity to the Contractor, then the Contractor shall not mark-up the subcontractor's fees. A related entity shall be defined as any Parent or Subsidiary of the Company and any business, corporation, partnership, limited liability company or other entity in which the Company or a Parent or a Subsidiary of the Company holds any ownership interest, directly or indirectly. 6. FINAL PAYMENT. 6.1 Owner shall make Final Payment to Contractor in accordance with Section 218.735, F.S. and the terms of the Contract Documents after the Work is finally inspected and accepted by Project Manager as set forth with Section 20.1 herein, provided that Contractor first, and as an explicit condition precedent to the accrual of Contractor's right to Final Payment, shall have furnished Owner with a properly executed and notarized copy of the Release and Affidavit form attached as Exhibit C, as well as, a duly executed copy of the Surety's consent to Final Payment and such other documentation that may be required by the Contract Documents and the Owner. Prior to release of Final Payment, the Contractor's Representative and the Project Manager shall jointly complete the Final Acceptance and Final Payment Checklist, a representative copy of which is attached to this Agreement as Exhibit G. 33 Construction Services Agreement:[2025_ver.3] CAO 6.2 Contractor's acceptance of final payment shall constitute a full waiver of any and all claims by Contractor against Owner arising out of this Agreement or otherwise relating to the Project, except those previously made in writing in accordance with the requirements of the Contract Documents and identified by Contractor as unsettled in its final Application for Payment. Neither the acceptance of the Work nor payment by Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of Contractor hereunder or to the recovery of damages for defective Work not discovered by the Design Professional or Project Manager at the time of final inspection. 7. SUBMITTALS AND SUBSTITUTIONS. 7.1 Contractor shall carefully examine the Contract Documents for all requirements for approval of materials to be submitted such as shop drawings, data, test results, schedules and samples. Contractor shall submit all such materials at its own expense and in such form as required by the Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the installation thereof. 7.2 Whenever materials or equipment are specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular supplier, the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other suppliers may be accepted by Owner if sufficient information is submitted by Contractor to allow the Owner to determine that the material or equipment proposed is equivalent or equal to that named. Requests for review of substitute items of material and equipment will not be accepted by Owner from anyone other than Contractor and all such requests must be submitted by Contractor to Project Manager within thirty (30) calendar days after Notice to Proceed is received by Contractor, unless otherwise mutually agreed in writing by Owner and Contractor. 7.3 If Contractor wishes to furnish or use a substitute item of material or equipment, Contractor shall make application to the Project Manager for acceptance thereof, certifying that the proposed substitute shall adequately perform the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be suited to the same use as that specified. The application shall state that the evaluation and acceptance of the proposed substitute will not prejudice Contractor's achievement of substantial completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for the Project) to adapt the design to the proposed substitute and whether or not incorporation or use by the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service shall be indicated. The application also shall contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs for redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the Project Manager in evaluating the proposed substitute. The Project Manager may require Contractor to furnish at Contractor's expense additional data about the proposed substitute. 7.4 If a specific means, method, technique, sequence or procedure of construction is indicated in or required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, sequence, technique or procedure of construction acceptable to the Project Manager, if Contractor submits sufficient information to allow the Project Manager to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedures for submission to and review by the Project Manager shall be the same as those provided herein for substitute materials and equipment. 34 Construction Services Agreement:[2025_ver.3] CAC; 7.5 The Project Manager shall be allowed a reasonable time within which to evaluate each proposed substitute and, if need be, to consult with the Design Professional. No substitute will be ordered, installed or utilized without the Project Manager's prior written acceptance which shall be evidenced by a Change Order, a Work Directive Change, a Field Order or an approved Shop Drawing. The Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. The Project Manager will record time required by the Project Manager and the Project Manager's consultants in evaluating substitutions proposed by Contractor and making changes in the Contract Documents occasioned thereby. Whether or not the Owner accepts a proposed substitute, Contractor shall reimburse Owner for the charges of the Design Professional and the Design Professional's consultants for evaluating each proposed substitute. 7.6 Per Section 218.755, F.S. effective July 1, 2025, Owner shall approve or deny a price quote for a Change Order within thirty (35) days after receipt of such price quote from the Contractor (receipt commencing the date upon which the County's Project Manager and Department Head receives the price quote, whichever is earlier). A denial notice shall specify deficiencies and actions necessary to remedy deficiencies. 8. DAILY REPORTS, SIGNED AND SEALED AS-BUILTS AND MEETINGS. 8.1 Unless waived in writing by Owner, Contractor shall complete and submit to Project Manager on a weekly basis a daily log of the Contractor's work for the preceding week in a format approved by the Project Manager. The daily log shall document all activities of Contractor at the Project site including, but not limited to, the following: 8.1.1 Weather conditions showing the high and low temperatures during work hours, the amount of precipitation received on the Project site, and any other weather conditions which adversely affect the Work; 8.1.2 Soil conditions which adversely affect the Work; 8.1.3 The hours of operation by Contractor's and Sub-Contractor's personnel; 8.1.4 The number of Contractor's and Sub-Contractor's personnel present and working at the Project site, by subcontract and trade; 8.1.5 All equipment present at the Project site, description of equipment use and designation of time equipment was used (specifically indicating any down time); 8.1.6 Description of Work being performed at the Project site; 8.1.7 Any unusual or special occurrences at the Project site; 8.1.8 Materials received at the Project site; 8.1.9 A list of all visitors to the Project 8.1.10 Any problems that might impact either the cost or quality of the Work or the time of performance. The daily log shall not constitute nor take the place of any notice required to be given by Contractor to Owner pursuant to the Contract Documents. 35 Construction Services Agreement:[2025_ver.3] CAO 8.2 Contractor shall maintain in a safe place at the Project site one record copy of the Contract Documents, including, but not limited to, all drawings, specifications, addenda, amendments, Change Orders, Work Directive Changes and Field Orders, as well as all written interpretations and clarifications issued by the Design Professional, in good order and annotated to show all changes made during construction. The annotated drawings shall be continuously updated by the Contractor throughout the prosecution of the Work to accurately reflect all field changes that are made to adapt the Work to field conditions, changes resulting from Change Orders, Work Directive Changes and Field Orders, and all concealed and buried installations of piping, conduit, and utility services. All buried and concealed items, both inside and outside the Project site, shall be accurately located on the annotated drawings as to depth and in relationship to not less than two (2) permanent features (e.g. interior or exterior wall faces). The annotated drawings shall be clean, and all changes, corrections and dimensions shall be given in a neat and legible manner in a contrasting color. The "As-Built" record documents, together with all approved samples and a counterpart of all approved shop drawings shall be available to the Project Manager or Design Professional for reference. Upon completion of the Work and as a condition precedent to Contractor's entitlement to final payment, these "As-Built" record documents, samples and shop drawings shall be delivered to Project Manager by Contractor for Owner. 8.3 Contractor shall keep all records and supporting documentation, which concern or relate to the Work hereunder for a minimum of five (5) years from the date of termination of this Agreement or the date the Project is completed, or such longer period as may be required by law, whichever is later, pursuant to Florida Public Records Law Chapter 119 and comply with specifically those contractual requirements in 119.0701(2)(a)-(b) as follows: 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 AT: DIVISION OF COMMUNICATIONS, GOVERNMENT AND PUBLIC AFFAIRS 3299 TAMIAMI TRAIL EAST, SUITE 102 NAPLES, FL 34112-5746 TELEPHONE: (239) 252-8999 EMAIL: PUBLICRECORDREQUEST(@,COLLIERCOUNTYFL.GOV The Contractor must specifically comply with the Florida Public Records Law to: 1. Keep and maintain public records required by the public agency to perform the service. 2. Upon request from the public agency's custodian of public records, provide the public agency 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 public agency. 4. Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Contractor or keep and maintain public records required by 36 Construction Services Agreement:[2025_ver.3 CAO the public agency to perform the service. If the Contractor transfers all public records to the public agency 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 public agency, upon request from the public agency's custodian of public records, in a format that is compatible with the information technology systems of the public agency. 9. CONTRACT TIME AND TIME EXTENSIONS. 9.1 Contractor shall diligently pursue the completion of the Work and coordinate the Work being done on the Project by its subcontractors and materialmen, as well as coordinating its Work with all work of others at the Project Site, so that its Work or the work of others shall not be delayed or impaired by any act or omission by Contractor. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, as well as coordination of all portions of the Work under the Contract Documents, and the coordination of Owner's suppliers and contractors as set forth in Paragraph 12.2. herein. 9.2 Should Contractor be obstructed or delayed in the prosecution of or completion of the Work as a result of unforeseeable causes beyond the control of Contractor, and not due to its fault or neglect, including but not restricted to acts of Nature or of the public enemy, acts of government, fires, floods, epidemics, quarantine regulation, strikes or lockouts, Contractor shall notify the Owner in writing within forty-eight (48) hours after the commencement of such delay, stating the cause or causes thereof, or be deemed to have waived any right which Contractor may have had to request a time extension. 9.3 No interruption, interference, inefficiency, suspension or delay in the commencement or progress of the Work from any cause whatever, including those for which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty to perform or give rise to any right to damages or additional compensation from Owner. Contractor expressly acknowledges and agrees that it shall receive no damages for delay. Contractor's sole remedy, if any, against Owner will be the right to seek an extension to the Contract Time; provided, however, the granting of any such time extension shall not be a condition precedent to the aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for early completion, as well as to claims based on late completion. 9.4 In no event shall any approval by Owner authorizing Contractor to continue performing Work under this Agreement or any payment issued by Owner to Contractor be deemed a waiver of any right or claim Owner may have against Contractor for delay damages hereunder. 10. CHANGES IN THE WORK. 10.1 Owner shall have the right at any time during the progress of the Work to increase or decrease the Work. Promptly after being notified of a change, Contractor shall submit an itemized estimate of any cost or time increases or savings it foresees as a result of the change. Except in an emergency endangering life or property, or as expressly set forth herein, no addition or changes to the Work shall be made except upon written order of Owner in the form of a Work Directive, Exhibit E-2, and Owner shall not be liable to the Contractor for any increased compensation without such written order. No officer, employee or agent of Owner is authorized to direct any extra or changed work orally. Any alleged changes must be approved by Owner in writing prior to starting such items. Owner will not be responsible for the costs of any changes commenced without Owner's express 37 Construction Services Agreement:[2025_ver.3] CAO prior written approval. Failure to obtain such prior written approval for any changes will be deemed: (i) a waiver of any claim by Contractor for such items and (ii) an admission by Contractor that such items are in fact not a change but rather are part of the Work required of Contractor hereunder. 10.2 A Change Order, in the form attached as Exhibit E to this Agreement, shall be issued and executed promptly after an agreement is reached between Contractor and Owner concerning the requested changes. Contractor shall promptly perform changes authorized by duly executed Change Orders. The Contract Amount and Contract Time shall be adjusted in the Change Order in the manner as Owner and Contractor shall mutually agree. 10.3 If Owner and Contractor are unable to agree on a Change Order for the requested change, Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work Directive. In that event, the Contract Amount and Contract Time shall be adjusted as directed by Owner. If Contractor disagrees with the Owner's adjustment determination, Contractor must make a claim pursuant to Section 11 of these General Conditions or else be deemed to have waived any claim on this matter it might otherwise have had. 10.4 In the event a requested change results in an increase to the Contract Amount, the amount of the increase shall be limited to the Contractor's reasonable direct labor and material costs and reasonable actual equipment costs as a result of the change (including allowance for labor burden costs) plus a maximum ten percent (10%) markup for all overhead and profit. In the event such change Work is performed by a Subcontractor, a maximum ten percent (10%) markup for all overhead and profit for all Subcontractors' and sub-subcontractors' direct labor and material costs and actual equipment costs shall be permitted, with a maximum five percent (5%) markup thereon by the Contractor for all of its overhead and profit, for a total maximum markup of fifteen percent (15%). All compensation due Contractor and any Subcontractor or sub-subcontractor for field and home office overhead is included in the markups noted above. No markup shall be placed on sales tax, shipping or subcontractor markup. 10.5 Owner, or any duly authorized agents or representatives of the County, shall have the right to conduct an audit of Contractor's books and records to verify the accuracy of the Contractor's claim with respect to Contractor's costs associated with any Payment Application, Change Order or Work Directive Change. 10.6 The Project Manager shall have authority to order minor changes in the Work not involving an adjustment to the Contract Amount or an extension to the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes may be affected by Field Order or by other written order. Such changes shall be binding on the Contractor. 10.7 Any modifications to this Contract shall be in compliance with the County Procurement Ordinance, as amended and the terms of the Contract Documents in effect at the time such modifications are authorized. 10.8 For any contract for construction services entered on or after July 1, 2025, the County must approve or deny a price quote for a change order requested or issued by the County within 35 days after receipt of such price quote from the Contractor (receipt commencing the date upon which the County's Project Manager and Department Head receives the price quote, whichever is earlier) consistent with the prompt processing of change orders set forth in Section 218.755, F.S. 11. CLAIMS AND DISPUTES. 38 Construction Services Agreement:[2025_ver.3] CAO 11.1 Claim is a demand or assertion by one of the parties seeking an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time or other relief with respect to the terms of the Contract Documents. The term "Claim" also includes other disputes and matters in question between Owner and Contractor arising out of or relating to the Contract Documents. The responsibility to substantiate a Claim shall rest with the party making the Claim. 11.2 Claims by the Contractor shall be made in writing to the Project Manager within forty-eight (48) hours from when the Contractor knew or should have known of the event giving rise to such Claim or else the Contractor shall be deemed to have waived the Claim. Written supporting data shall be submitted to the Project Manager within fifteen (15) calendar days after the occurrence of the event, unless the Owner grants additional time in writing, or else the Contractor shall be deemed to have waived the Claim. All Claims shall be priced in accordance with the provisions of Subsection 10.4. 11.3 The Contractor shall proceed diligently with its performance as directed by the Owner, regardless of any pending Claim, action, suit, or administrative proceeding, unless otherwise agreed to by the Owner in writing. Owner shall continue to make payments in accordance with the Contract Documents during the pendency of any Claim. 12. OTHER WORK. 12.1 Owner may perform other work related to the Project at the site by Owner's own forces, have other work performed by utility owners or let other direct contracts. If the fact that such other work is to be performed is not noted in the Contract Documents, written notice thereof will be given to Contractor prior to starting any such other work. If Contractor believes that such performance will involve additional expense to Contractor or require additional time, Contractor shall send written notice of that fact to Owner and Design Professional within forty-eight(48) hours of being notified of the other work. If the Contractor fails to send the above required forty-eight (48) hour notice, the Contractor will be deemed to have waived any rights it otherwise may have had to seek an extension to the Contract Time or adjustment to the Contract Amount. 12.2 Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or if Owner is performing the additional work with Owner's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work and shall properly connect and coordinate its Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of the Project Manager and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other Contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. 12.3 If any part of Contractor's Work depends for proper execution or results upon the work of any other contractor or utility owner (or Owner), Contractor shall inspect and promptly report to Project Manager in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. Contractor's failure to report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work. 13. INDEMNIFICATION AND INSURANCE. 39 Construction Services Agreement:[2025_ver.3] CAO 13.1 To the maximum extent permitted by Florida law, Contractor shall indemnify, defend, and hold harmless Owner, its elected officials, officers, and employees, from any and all liabilities, damages, losses and costs, including but not limited to reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of Contractor, its employees, agents, officers, subcontractors and other persons employed or utilized by Contractor in the performance of this Agreement. It is further the specific intent and agreement of the Parties that all the Contract Documents of any project for which Contractor provided services be hereby amended to include the foregoing indemnification. Contractor expressly agrees that it will not claim, and waives any claim, that this article violates Section 725.06, F.S., or is unenforceable pursuant to Section 725.06, F.S. This indemnification obligation shall not be construed to negate, abridge, or otherwise reduce any other right or obligation of indemnity which would otherwise exist as to any party or person described in this Section 13.1. This indemnification provision shall include claims made by an employee of Contractor or any subcontractor against Owner and Contractor waives any entitlement to immunity under Section 440.11, F.S. Nothing contained herein shall be construed as a waiver of any immunity or limitation of liability Owner may be entitled to under the doctrine of sovereign immunity or Section 768.28, F.S. This indemnification provision shall survive the termination of this Agreement however terminated. Contractor's obligation to indemnify, defend, and hold harmless shall not be limited by the amount of any insurance required to be obtained or maintained under the Contract Documents. Notwithstanding the foregoing, Contractor's obligations to indemnify, defend and hold harmless shall be limited to one million dollars ($1,000,000) or the Contract Price, whichever is greater, in accordance with Section 725.06, F.S. 13.2 The duty to defend under this Article 13 is independent and separate from the duty to indemnify, and the duty to defend exists regardless of any ultimate liability of the Contractor, Owner, and any indemnified party. The duty to defend arises immediately upon presentation of a claim by any party and written notice of such claim being provided to Contractor. Contractor's obligation to indemnify and defend under this Article 13 will survive the expiration or earlier termination of this Agreement until it is determined by final judgment that an action against the Owner or an indemnified party for the matter indemnified hereunder is fully and finally barred by the applicable statute of limitations. 13.3 Contractor shall obtain and carry, at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in the Insurance and Bonding Requirements form Exhibit B-3 to the Agreement. Further, the Contractor shall at all times comply with all of the terms, conditions, requirements and obligations set forth under Exhibit B-3. 14. COMPLIANCE WITH LAWS. 14.1 Contractor agrees to comply, at its own expense, with all federal, state and local laws, codes, statutes, ordinances, rules, regulations and requirements applicable to the Project, including but not limited to those dealing with taxation, worker's compensation, equal employment and safety (including, but not limited to, the Trench Safety Act, Chapter 553, F.S.). If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify Project Manager in writing. To the extent any law, rule, regulation, code, statute, or ordinance requires the inclusion of certain terms in this Agreement in order for this Agreement to be enforceable, such terms shall be deemed included in this Agreement. Notwithstanding anything in the Contract Documents to the contrary, it is understood and agreed that in the event of a change in any applicable laws, ordinances, rules or regulations subsequent to the date this Agreement was executed that increases the Contractor's time or cost of performance of the Work, Contractor is entitled to a Change Order for such increases, except to the extent Contractor knew or should have known of such changes prior to the date of this Agreement. 40 Construction Services Agreement:[2025_ver.3] cAo 14.2 By executing and entering into this agreement, the Contractor is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this agreement and the County shall have the discretion to unilaterally terminate this agreement immediately. 14.3 Statutes and executive orders require employers to abide by the immigration laws of the United States and to employ only individuals who are eligible to work in the United States, including the requirements set forth in Florida Statute, §448.095. Contractor shall comply with all applicable provisions of Sections 448.09 and 448.095, F.S., as may be amended. The definitions in Section 448.095(1), F.S., as may be amended, apply to this section of the Agreement. Contractor shall register with and use the U.S. Department of Homeland Security's E-Verify system to verify the work authorization status of all employees of Contractor. Contractor may not enter into a contract with a subcontractor to perform work under this Agreement unless and until the subcontractor registers with and uses the E-Verify system. If Contractor enters into a contract with a subcontractor to perform work under this Agreement, Contractor must obtain a properly executed affidavit from the subcontractor stating that the subcontractor does not employ, contract with, or subcontract with an unauthorized alien. Contractor must maintain copies of all such affidavits for the duration of this Agreement. Owner may terminate this Agreement for cause if Owner determines that Contractor or Contractor's subcontractor has not complied with any applicable provision of Sections 448.09 or 448.095, F.S., as may be amended. Owner will terminate this Agreement for cause if Owner has a good faith belief that Contractor has knowingly violated subsection 448.09(1), F.S., as may be amended. If the OWNER has a good faith belief that a subcontractor knowingly violated Section 448.09(1), F.S., as may be amended, but OWNER determines that Contractor otherwise complied with Section 448.09(1), F.S., as may be amended, OWNER will notify Contractor as such, and Contractor must immediately terminate Contractor's contract with said subcontractor. If this Agreement is terminated under Section 448.095(c), F.S.: (a) such termination is not a breach of this Agreement and may not be considered as such; (b) Contractor may not be awarded a public contract for at least 1 year after the date on which the Agreement is terminated; and (c) Contractor is liable for any additional costs incurred by the Owner as a result of the termination of the Agreement. Contractor acknowledges, and without exception or stipulation, any Contractor(s) receiving an award shall be fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended and with the provisions contained within this affidavit. Failure by the awarded Contractor(s) to comply with the laws referenced herein or the provisions of this affidavit shall constitute a breach of the award agreement and the County shall have the discretion to unilaterally terminate said agreement immediately. 14.4 Applicable if Contract is $1 ,000,000 or more. By executing this Agreement and each and every renewal hereof (if renewal is separately provided for herein), pursuant to Section 287.135, F.S., Contractor certifies, represents, and warrants that: (a) it is not on the Scrutinized Companies with Activities in Sudan List, (b) it is not on the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, (c) it is not on the Scrutinized Companies with Activities in Iran Terrorism Sectors List, (d)that it does not have Business operations or is engaged in business in Cuba or Syria, and (e) that it is not engaged or engaging in a Boycott of Israel, and that all such certifications were true at the time it submitted its bid or proposal for this Agreement, as of the Effective Date of this Agreement, and as of the effective date of any renewal of this Agreement. Notwithstanding anything contained in this Agreement to the contrary, the Owner may terminate this Agreement immediately for cause if: (1) Contractor is found to have submitted a 41 Construction Services Agreement:[2025_ver.3] CAO false certification regarding (a) — (e) above in accordance with Section 287.135(5), F.S., (2) Contractor is found to have been placed on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or is or has been engaged in Business operations in Cuba or Syria or a Boycott of Israel, or (3) Contractor is found to have been placed on a list created pursuant to Section 215.473, F.S., relating to scrutinized active business operations in Iran. Such termination shall be in addition to any and all remedies available to the Owner at law or in equity. The terms "Boycott of Israel" and "Business operations" used in this section are defined as in Section 287.135, F.S.. The Lists referred to in this section are those Lists in and maintained pursuant to Section 287.135, F.S. Applicable if Contract is under$1,000,000. By executing this Agreement and each and every renewal hereof(if renewal is separately provided for herein), pursuant to Section 287.135, F.S., Contractor certifies, represents, and warrants that: (a) it is not on the Scrutinized Companies that Boycott Israel List, and (b) it is not engaged in a Boycott of Israel, and that all such certifications were true at the time it submitted its bid or proposal for this Agreement, as of the Effective Date of this Agreement, and as of the effective date of any renewal of this Agreement. Notwithstanding anything contained in this Agreement to the contrary, the Owner may terminate this Agreement immediately if: (1) Contractor is found to have submitted a false certification regarding (a) or (b) above in accordance with Section 287.135, F.S., or (2) Contractor has been placed on the Scrutinized Companies that Boycott Israel List or is or has been engaged in a Boycott of Israel. Such termination shall be in addition to any and all remedies available to the Owner at law or in equity. The term "Boycott of Israel" used in this section is defined as in, and the Scrutinized Companies that Boycott Israel List is the list maintained pursuant to, Section 287.135, F.S. 14.5 Applicable if Contract is over $100,000. Pursuant to Section 286.101, F.S., Contractor shall disclose any current or prior interest of, any contract with, or any grant or gift received from a Foreign Country of Concern, as defined below, if such interest, contract, or grant or gift has a value of $50,000 or more and such interest existed at any time or such contract or grant or gift was received or in force at any time during the previous five (5) years. For purposes of this section, "Foreign Country of Concern" means the People's Republic of China, the Russian Federation, the Islamic Republic of Iran, the Democratic People's Republic of Korea, the Republic of Cuba,the Venezuelan regime of Nicolas Maduro, or the Syrian Arab Republic, including any agency of or any other entity under significant control of such foreign country of concern. Contractor's disclosure shall include the name and mailing address of the disclosing entity, the amount of the contract or grant or gift or the value of the interest disclosed, the applicable foreign country of concern and, if applicable, the date of termination of the contract or interest, the date of receipt of the grant or gift, and the name of the agent or controlled entity that is the source or interest holder. Contractor represents that within one (1) year before proposing any contract to the Owner, Contractor provided a copy of such disclosure to the Florida Department of Financial Services. 14.6 By executing this Agreement and each and every renewal hereof (if renewal is separately provided for herein), pursuant to Section 786.06, F.S., Contractor certifies, represents, and warrants that it does not use coercion for labor services, as those terms are defined in Section 786.06. Contractor will provide to the Owner an affidavit in the form attached as Exhibit J signed by an officer or representative of Contractor under penalty of perjury attesting that Contractor does not use coercion for labor or services. Notwithstanding anything contained in this Agreement to the contrary, the Owner may terminate this Agreement immediately if Contractor is found to have submitted a false attestation. Such termination shall be in addition to any and all remedies available to the Owner at law or in equity. 42 Construction Services Agreement:[2025_ver.3] CAO 14.7 Pursuant to Section 166.246, F.S., Contractor agrees that Contractor does not and will not, nor will it allow a subcontractor to, use any funds from the Owner for the purpose of issuing an identification card or document to any individual who does not provide proof of lawful presence in the United States. 15. CLEANUP AND PROTECTIONS. 15.1 Contractor agrees to keep the Project site clean at all times of debris, rubbish and waste materials arising out of the Work. At the completion of the Work, Contractor shall remove all debris, rubbish and waste materials from and about the Project site, as well as all tools, appliances, construction equipment and machinery and surplus materials, and shall leave the Project site clean and ready for occupancy by Owner. 15.2 Any existing surface or subsurface improvements, including, but not limited to, pavements, curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery, not indicated in the Contract Documents to be removed or altered, shall be protected by Contractor from damage during the prosecution of the Work. Subject to the Section 2.3 above, any such improvements so damaged shall be restored by Contractor to the condition equal to that existing at the time of Contractor's commencement of the Work. 16. ASSIGNMENT. 16.1 Contractor shall not assign this Agreement or any part thereof, without the prior consent in writing of Owner. Any attempt to assign or otherwise transfer this Agreement, or any part herein, without the Owner's consent, shall be void. If Contractor does, with approval, assign this Agreement or any part thereof, it shall require that its assignee be bound to it and to assume toward Contractor all of the obligations and responsibilities that Contractor has assumed toward Owner. 17. PERMITS, LICENSES AND TAXES. 17.1 Pursuant to Section 218.80, F.S., Owner will pay for all Collier County permits and fees, including license fees, permit fees, impact fees or inspection fees applicable to the Work through an internal budget transfer(s). Contractor is not responsible for paying for permits issued by Collier County, but Contractor is responsible for acquiring all permits. Owner may require the Contractor to deliver internal budget transfer documents to applicable Collier County agencies when the Contractor is acquiring permits. Owner will not be obligated to pay for any permits obtained by Subcontractors. 17.2 All permits, fees and licenses necessary for the prosecution of the Work which are not issued by Collier County shall be acquired and paid for by the Contractor. 17.3 Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. 18. TERMINATION FOR DEFAULT. 18.1 Contractor shall be considered in material default of the Agreement and such default shall be considered cause for Owner to terminate the Agreement, in whole or in part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under the Contract Documents within the time 43 Construction Services Agreement:[2025_ver.3] CAO specified herein; or (2) fails to properly and timely perform the Work as directed by the Project Manager or as provided for in the approved Progress Schedule; or(3) performs the Work unsuitably or neglects or refuses to remove materials or to correct or replace such Work as may be rejected as unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails to resume Work which has been suspended within a reasonable time after being notified to do so; or (6) becomes insolvent or is declared bankrupt, or commits any act of bankruptcy; or (7) allows any final judgment to stand against it unsatisfied for more than ten (10) days; or(8) makes an assignment for the benefit of creditors; or (9) fails to obey any applicable codes, laws, ordinances, rules or regulations with respect to the Work; or (10) materially breaches any other provision of the Contract Documents. 18.2 Owner shall notify Contractor in writing of Contractor's default(s). If Owner determines that Contractor has not remedied and cured the default(s)within seven (7) calendar days following receipt by Contractor of said written notice or such longer period of time as may be consented to by Owner in writing and in its sole discretion, then Owner, at its option, without releasing or waiving its rights and remedies against the Contractor's sureties and without prejudice to any other right or remedy it may be entitled to hereunder or by law, may terminate Contractor's right to proceed under the Agreement, in whole or in part, and take possession of all or any portion of the Work and any materials, tools, equipment, and appliances of Contractor, take assignments of any of Contractor's subcontracts and purchase orders, and complete all or any portion of Contractor's Work by whatever means, method or agency which Owner, in its sole discretion, may choose. 18.3 If Owner deems any of the foregoing remedies necessary, Contractor agrees that it shall not be entitled to receive any further payments hereunder until after the Project is completed. All moneys expended and all of the costs, losses, damages and extra expenses, including all management, administrative and other overhead and other direct and indirect expenses (including Design Professional and attorneys' fees) or damages incurred by Owner incident to such completion, shall be deducted from the Contract Amount, and if such expenditures exceed the unpaid balance of the Contract Amount, Contractor agrees to pay promptly to Owner on demand the full amount of such excess, including costs of collection, attorneys' fees (including appeals) and interest thereon at the maximum legal rate of interest until paid. If the unpaid balance of the Contract Amount exceeds all such costs, expenditures and damages incurred by the Owner to complete the Work, such excess shall be paid to the Contractor. The amount to be paid to the Contractor or Owner, as the case may be, shall be approved by the Project Manager, upon application, and this obligation for payment shall survive termination of the Agreement. 18.4 The liability of Contractor hereunder shall extend to and include the full amount of any and all sums paid, expenses and losses incurred, damages sustained, and obligations assumed by Owner in good faith under the belief that such payments or assumptions were necessary or required, in completing the Work and providing labor, materials, equipment, supplies, and other items therefore or re-letting the Work, and in settlement, discharge or compromise of any claims, demands, suits, and judgments pertaining to or arising out of the Work hereunder. If this Agreement is terminated by the Owner for cause, in addition to all other remedies, Contractor shall be liable for all expenses incurred by the Owner in reprocuring elsewhere the same or similar items or services offered by Contractor. 18.5 If, after notice of termination of Contractor's right to proceed pursuant to this Section, it is determined for any reason that Contractor was not in default, or that its default was excusable, or that Owner is not entitled to the remedies against Contractor provided herein, then the termination will be deemed a termination for convenience and Contractor's remedies against Owner shall be the same as and limited to those afforded Contractor under Section 19 below. 44 Construction Services Agreement:[2025_ver.3] CAO 18.6 In the event (i) Owner fails to make any undisputed payment to Contractor within thirty (30) days after such payment is due or Owner otherwise persistently fails to fulfill some material obligation owed by Owner to Contractor under this Agreement, and (ii) Owner has failed to cure such default within fourteen (14) days of receiving written notice of same from Contractor, then Contractor may stop its performance under this Agreement until such default is cured, after giving Owner a second fourteen (14) days written notice of Contractor's intention to stop performance under the Agreement. If the Work is so stopped for a period of one hundred and twenty (120) consecutive days through no act or fault of the Contractor or its Subcontractors or their agents or employees or any other persons performing portions of the Work under contract with the Contractor or any Subcontractor, the Contractor may terminate this Agreement by giving written notice to Owner of Contractor's intent to terminate this Agreement. If Owner does not cure its default within fourteen (14) days after receipt of Contractor's written notice, Contractor may, upon fourteen (14) additional days' written notice to the Owner, terminate the Agreement and recover from the Owner payment for Work performed through the termination date, but in no event shall Contractor be entitled to payment for Work not performed or any other damages from Owner. 19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION. 19.1 Owner shall have the right to terminate this Agreement without cause upon seven (7) calendar days written notice to Contractor. In the event of such termination for convenience, Contractor's recovery against Owner shall be limited to that portion of the Contract Amount earned through the date of termination, together with any retainage withheld and reasonable termination expenses incurred, but Contractor shall not be entitled to any other or further recovery against Owner, including, but not limited to, damages or any anticipated profit on portions of the Work not performed. 19.2 Owner shall have the right to suspend all or any portions of the Work upon giving Contractor not less than two (2) calendar days' prior written notice of such suspension. If all or any portion of the Work is so suspended, Contractor's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in the Contract Documents. In no event shall the Contractor be entitled to any additional compensation or damages. Provided, however, if the ordered suspension exceeds six (6) months, the Contractor shall have the right to terminate the Agreement with respect to that portion of the Work which is subject to the ordered suspension. 19.3 It is further understood and agreed by and between the parties herein that this Agreement is subject to appropriation by the Board of County Commissioners. In the event the Owner, in its sole discretion, determines that sufficient budgeted funds are not available to appropriate for payments due to Contractor under this Agreement, the Owner shall notify Contractor of such occurrence and this Agreement shall terminate on the last day of the current fiscal period without any penalty or expense to the Owner. 20. COMPLETION. Substantial Completion and Development of the Punch List 20.1 Substantial Completion is as defined in the Defined Terms section of this Agreement. When the Contractor believes Substantial Completion has been achieved, it shall certify in writing to the Project Manager that the Project is Substantially Complete in accordance with the Contract Documents and request the Project Manager to inspect the Work and to issue a Certificate of Substantial Completion. Prior to making such a request the Contractor must: 45 Construction Services Agreement:[2025_ver.3] CAO a) Complete all Work necessary for the safe, proper and complete use or operation of the Project as intended, including: all regulatory agency requirements are satisfied, including occupancy permits; operating certificates and similar releases; all operational testing has successfully occurred; all required training has successfully occurred; all close-out documents (such as as-built drawings, certifications, warranties, guaranties, test reports test logs, operational manuals, etc.) have been provided by Contractor and accepted by Owner. b) Prepare a Contractor-generated punch list(i.e., a list of all items required to render the Project complete, satisfactory, and acceptable, for submission with the request for inspection and issuance of a certificate of Substantial Completion), which shall include and list separately the estimated cost to complete each remaining unfinished item included on the list with an explanation as to the basis for those costs, substantiated by the Schedule of Values, subject to the Owner's final review and approval as stated below. c) Upon receipt of the request from the Contractor, the Project Manager, assisted by the Professional, if any, and other Owner personnel, as appropriate, shall review the request, the Work and the Contractor-generated punch list to determine whether the Work is ready for Substantial Completion inspection. If this review fails to support Substantial Completion inspection, the Project Manager shall so notify the Contractor citing the reasons for rejection. If the Project Manager and Professional (if any) determine the Work is ready for Substantial Completion inspection, the following procedures will be followed: 1. The Project Manager will, within a reasonable time, schedule, and conduct inspection(s) of the Work with the Professional (if any), other Owner personnel as required, and the Contractor for the purpose of formally reviewing the status of completion of the Work, the readiness of the Project for use and the Contractor-generated punch list. A copy of the Contractor- generated punch list will be provided to all participants and any additional items noted during the inspection will be added to the list. The Project Manager, the Professional, their representatives and other Owner representatives will review the Work and the Contractor-generated punch list to assure all deficiencies are noted on a final Punch List document (Exhibit F-3 Punch List Form) ("Punch List"). The Punch List must include all items required to render the Project complete, satisfactory and acceptable. If Project Manager and Contractor disagree on whether an item belongs on the Punch List, the Project Manager has the final say on whether the item is included or not. The Punch List shall be finalized and issued to the Contractor by the Owner within the time frames indicated below. 2. If upon completion of the inspection(s) the Owner does not consider the Project Substantially Complete, the Project Manager will notify the Contractor in writing giving reasons why the Project is not Substantially Complete. 3. If, upon completion of the inspection(s), the Owner considers the Project Substantially Complete, the Project Manager shall prepare a Certificate of Substantial Completion to establish the date for Substantial Completion as 46 Construction Services Agreement:[2025_ver.3] CAO the date of the completed inspection(s). The Certificate of Substantial Completion shall be approved by the Owner upon the signature of both the Project Manager and the Professional and shall be issued to the Contractor. The Certificate shall fix the date of Substantial Completion. 4. Substantial Completion cannot occur until all conditions necessary for safe and proper use, occupancy, maintenance, and operations are in place. 20.2 Time Frames for Issuance of the Punch List (a) The Owner shall issue the Punch List to the Contractor within the time frames described below, provided that the Contractor has completed its obligations in providing a proper contractor-generated Punch List prior to the Substantial Completion inspection. (b) For construction estimated to cost less than ten million dollars ($10,000,000.00), the Punch List must be developed within thirty (30) Days after the Substantial Completion date and delivered to the Contractor five (5) days thereafter. (c) For construction projects estimated to cost more than ten million dollars ($10,000,000.00), the Punch List must be developed within forty-five(45) Days after the Substantial Completion date and delivered to the Contractor five (5) days thereafter. (d) For construction projects involving more than one building or structure or multiple phases, the Punch List must be prepared for each building, structure or phase within thirty (30) Days of the Substantial Completion date of a particular building, structure or phase if it is estimated to cost less than ten million dollars ($10,000,000.00) or within forty-five (45) Days if it is estimated to cost more than ten million dollars ($10,000,000.00). (e) If the development of the Punch List takes the full amount of time designated (or a portion thereof) and includes a tentative punch-list based upon the above dollar amount thresholds, the delivery of the Punch List of items shall be delivered by the Owner no later than five (5) business days thereafter. Within twenty (20) business days after the delivery of the Punch List to the Contractor, the Owner must pay the Contractor the remaining contract balance owed, that includes all retainage previously withheld by Owner less an amount equal to 150 percent (150%) of the estimated cost to complete the items on the Punch List. At the same time the Owner delivers the Punch List, Contractor shall submit a payment application requesting that Owner pay the Contractor the remaining contract balance owed including all retainage previously held by Owner less an amount equal to 150 percent(150%) of the estimated cost to complete the items on the Punch List. Warranty items may not affect the final payment retainage as provided herein. Owner is not required to pay or process any payment request for retainage if the Contractor has failed to cooperate with Owner in the development of the list or failed to perform its contractual responsibilities with regard to the development of a list or if Section 255.078(3), F.S., applies. 47 Construction Services Agreement:[2025_ver.3] CAO (f) The failure to include any corrective work or pending items not yet completed on the Punch List does not alter the responsibility of Contractor to complete all the construction services purchased pursuant to the Contract Documents. (g) Owner shall have the right to exclude Contractor from the Work and Project site (or designated portion thereof) after the date of Substantial Completion, but Owner shall allow Contractor reasonable access to complete or correct items on the Punch List. The Project Manager, shall coordinate with the Contractor the return of any surplus assets, including materials, supplies, and equipment. 20.3 Completion of Punch List Work and Release of Remaining Contract Balance (a) Upon completion of the Punch List Work, the Contractor shall certify in writing to the Project Manager that all Punch List Work has been completed in accordance with the Contract Documents and request the Project Manager to inspect the Work and to approve Punch List completion. If, in the Project Manager's opinion, the Work is not ready for such inspection, the Project Manager will so inform the Contractor, giving reasons for such opinion. If the Project Manager is satisfied that an inspection is warranted, the Project Manager will, within a reasonable time, schedule and conduct inspection(s) of the facility with representatives of the Owner's user department, the Professional (if any), and the Contractor, for the purpose of formally reviewing the completion of Punch List Work. If the Project Manager and the Contractor disagree on whether an item remains incomplete, the Project Manager has the final say on whether the item is complete or not. (b) If, upon completion of the inspection(s) the Owner does not consider the Punch List Work complete, the Project Manager will notify the Contractor in writing giving specific reasons why the Punch List Work is not complete. (c) Upon completion of all items on the Punch List, the Contractor may submit a Payment Request for the remaining amount withheld by the Owner. If a good- faith dispute exists as to whether one or more items identified on the list have been completed pursuant to the Contract Documents, the Owner may continue to withhold an amount not to exceed one hundred and fifty percent (150%) of the total costs to complete such items. This remaining balance of retainage may be requested by the Contractor in its Application for Final Payment after Final Acceptance of the Work by Owner (Exhibit F-2 Certificate of Final Completion). (d) All items that require correction under the Contract Documents and that are identified after the preparation and delivery of the Punch List shall remain the obligation of the Contractor. (e) Warranty Items may not affect the Final Payment of retainage pursuant to Section 218.735(7)(f), F.S. (f) If the Owner fails to comply with its responsibilities to assist in developing the Punch List within the time frame applicable to the Project(as described above), the Contractor may submit a request for all remaining retainage withheld by the Owner. The Owner need not pay or process any payment request for retainage if Contractor has, in whole or part, failed to cooperate with the Owner in 48 Construction Services Agreement:[2025_ver.3] CAO development of the Punch List or failed to perform its contractual responsibilities with regard to development of the Punch List. Additionally, the Owner does not have to pay or release any amounts that are the subject of a good-faith dispute, the subject of a claim brought pursuant to Section 255.05, F.S., or otherwise the subject of a claim or demand by the Owner or Contractor. 20.4 Final Completion (a) Upon written notice from the Contractor that the Project is complete, the Project Manager shall schedule a final inspection with the Contractor, the Design Professional, and any other personnel requested by the Project Manager. The Project Manager shall notify the Contractor in writing of any Work this inspection reveals to be defective, or otherwise not in accordance with the Contract Documents. The Contractor shall immediately take such action as may be necessary to remedy such defects and bring the Project into full compliance with the Contract Documents and then request another inspection. (b) Final Completion of the Work shall be achieved by the Contractor when all the Work required under the Contract Documents has been satisfactorily completed, including all Punch List work, and specifically as noted in the Specifications section. (c) After the Project Manager has determined that all Work has been completed, the Project Manager will issue a Certificate of Final Completion Exhibit F-2 for the Work. 20.5 Application for Final Payment After the Certificate of Final Completion, Exhibit F-2 for the Work has been issued by the Project Manager, the Contractor may make Application for Final Payment following the procedure for progress payments. As an explicit condition precedent to the accrual of Contractor's right to Final Payment, Contractor shall have furnished Owner with a properly executed and notarized copy of the Release and Affidavit form attached as Exhibit C, as well as a duly executed copy of the Surety's consent to Final Payment and such other documentation that may be required by the Contract Documents, including but not limited to: (1) Receipt of Contractor's Final Application for Payment. (2) The Release and Affidavit in the form attached as Exhibit C. (3) Consent of surety to Final Payment. (4) Receipt of the Final Payment Check list, Exhibit G-1. (5) If required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts, releases and waivers of liens, arising out of the Contract Documents, to the extent and in such form as may be designated by Owner. Prior to release of Final Payment, the Contractor's Representative and the Project Manager shall jointly complete the Final Payment Checklist, a representative copy of which is attached to this Agreement as Exhibit G-1. 20.6 pproval of Final Payment 49 Construction Services Agreement:[2025_ver.3] CAO (a) If, on the basis of the Project Manager's observations and review of Work during Construction, final inspection, and review of the Application for Final Payment (all as required by the Contract Documents), the Project Manager is satisfied that the Work has been completed and the Contractor has fulfilled all of its obligations under the Contract Documents, the Project Manager will, within ten (10) days after receipt of the Application for Final Payment, indicate in writing that the entire remaining balance is found to be due and payable to the Contractor and approve payment. Otherwise, the Project Manager will return the Application to the Contractor, indicating in writing the reason for refusing to approve for Final Payment, in which case the Contractor will make the necessary corrections and resubmit the Application. Owner reserves the right to inspect the Work and make an independent determination as to the Work's acceptability, even though the Design Professional may have issued its recommendations. (b) Contractor's acceptance of Final Payment shall constitute a full waiver of any and all claims by Contractor against Owner arising out of this Agreement or otherwise relating to the Project, except those previously made in writing in accordance with the requirements of the Contract Documents and identified by Contractor as unsettled in its final Application for Payment. Neither the acceptance of the Work nor payment by Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of Contractor hereunder or to the recovery of damages for defective Work not discovered by the Design Professional or Project Manager at the time of final inspection. (c) The Contractor's obligation to perform the Work and complete the Project in accordance with the Contract Documents shall be absolute. Neither approval of any progress or Final Payment, the issuance of a Certificate of Substantial Completion, any payment by the Owner to the Contractor under the Contract Documents, any use or occupancy of the Project or any part thereof by the Owner, the issuance of a Final Completion, any act of acceptance by the Owner, any failure to do so, nor any correction of defective Work by the Owner shall constitute an acceptance of Work not in accordance with the Contract Documents. 21. WARRANTY. 21.1 Contractor shall obtain and assign to Owner all express warranties given to Contractor or any subcontractors by any subcontractor or material men supplying materials, equipment or fixtures to be incorporated into the Project. Contractor warrants to Owner that any materials and equipment furnished under the Contract Documents shall be new unless otherwise specified, and that all Work shall be of good quality, free from all defects and in conformance with the Contract Documents. Contractor further warrants to Owner that all materials and equipment furnished under the Contract Documents shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturers, fabricators, suppliers or processors except as otherwise provided for in the Contract Documents. If, within one (1) year after Substantial Completion, any Work is found to be defective or not in conformance with the Contract Documents, Contractor shall correct it promptly after receipt of written notice from Owner. Contractor shall also be responsible for and pay for replacement or repair of adjacent materials or Work which may be damaged as a result of such replacement or repair. Further, in the event of an emergency, Owner 50 Construction Services Agreement:[2025_ver.3] CAO may commence to correct any defective Work, without prior notice to Contractor, at Contractor's expense. These warranties are in addition to those implied warranties to which Owner is entitled as a matter of law. 21.2 No later than 30 days prior to expiration of the warranty, the Project Manager, or another representative of the Owner, shall conduct an inspection of the warranted work to verify compliance with the requirements of the Agreement. The Contractor's Representative shall be present at the time of inspection and shall take remedial actions to correct any deficiencies noted in the inspection. Failure of the Contractor to correct the cited deficiencies shall be grounds for the Owner to disqualify the Contractor from future bid opportunities with the Owner, in addition to any other rights and remedies available to Owner. 22 TESTS AND INSPECTIONS. 22.1 Owner, Design Professional, their respective representatives, agents and employees, and governmental agencies with jurisdiction over the Project shall have access at all times to the Work, whether the Work is being performed on or off of the Project site, for their observation, inspection and testing. Contractor shall provide proper, safe conditions for such access. Contractor shall provide Project Manager with timely notice of readiness of the Work for all required inspections, tests or approvals. 22.2 If the Contract Documents or any codes, laws, ordinances, rules or regulations of any public authority having jurisdiction over the Project requires any portion of the Work to be specifically inspected, tested or approved, Contractor shall assume full responsibility therefore, pay all costs in connection therewith and furnish Project Manager the required certificates of inspection, testing or approval. All inspections, tests or approvals shall be performed in a manner and by organizations acceptable to the Project Manager. 22.3 Contractor is responsible, without reimbursement from Owner, for re-inspection fees and costs; to the extent such re-inspections are due to the fault or neglect of Contractor. 22.4 If any Work that is to be inspected, tested or approved is covered without written concurrence from the Project Manager, such work must, if requested by Project Manager, be uncovered for observation. Such uncovering shall be at Contractor's expense unless Contractor has given Project Manager timely notice of Contractor's intention to cover the same and Project Manager has not acted with reasonable promptness to respond to such notice. If any Work is covered contrary to written directions from Project Manager, such Work must, if requested by Project Manager, be uncovered for Project Manager's observation, and be replaced at Contractor's sole expense. 22.5 The Owner shall charge to Contractor and may deduct from any payments due Contractor all engineering and inspection expenses incurred by Owner in connection with any overtime work. Such overtime work consisting of any work during the construction period beyond the regular eight(8) hour day and for any work performed on Saturday, Sunday, or holidays. 22.6 Neither observations nor other actions by the Project Manager or Design Professional nor inspections, tests or approvals by others shall relieve Contractor from Contractor's obligations to perform the Work in accordance with the Contract Documents. 23. DEFECTIVE WORK. 23.1 Work not conforming to the requirements of the Contract Documents or any warranties made or assigned by Contractor to Owner shall be deemed defective Work. If required by Project Manager, 51 Construction Services Agreement:[2025_ver.3] CAO Contractor shall, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or if the defective Work has been rejected by Project Manager, remove it from the site and replace it with non-defective Work. Contractor shall bear all direct, indirect, and consequential costs of such correction or removal (including, but not limited to fees and charges of engineers, architects, attorneys, and other professionals) made necessary thereby, and shall hold Owner harmless for same. 23.2 If the Project Manager considers it necessary or advisable that covered Work be observed by Design Professional or inspected or tested by others and such Work is not otherwise required to be inspected or tested, Contractor, at Project Manager's request, shall uncover, expose or otherwise make available for observation, inspection or tests as Project Manager may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall bear all direct, indirect, and consequential costs of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction (including, but not limited to, fees and charges of engineers, architects, attorneys, and other professionals), and Owner shall be entitled to an appropriate decrease in the Contract Amount. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Amount and/or an extension to the Contract Time, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction. 23.3 If any portion of the Work is defective, or if Contractor fails to supply sufficient skilled workers, suitable materials or equipment or fails to finish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Project Manager may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated. The right of Project Manager to stop the Work shall be exercised, if at all, solely for Owner's benefit and nothing herein shall be construed as obligating the Project Manager to exercise this right for the benefit of Design Engineer, Contractor, or any other person. 23.4 Should the Owner determine, at its sole opinion, it is in the Owner's best interest to accept defective Work, the Owner may do so. Contractor shall bear all direct, indirect, and consequential costs attributable to the Owner's evaluation of and determination to accept defective Work. If such determination is rendered prior to Final Payment, a Change Order shall be executed evidencing such acceptance of such defective Work, incorporating the necessary revisions in the Contract Documents, and reflecting an appropriate decrease in the Contract Amount. If the Owner accepts such defective Work after Final Payment, Contractor shall promptly pay Owner an appropriate amount to adequately compensate Owner for its acceptance of the defective Work. 23.5 If Contractor fails, within a reasonable time after the written notice from Project Manager, to correct defective Work or to remove and replace rejected defective Work as required by Project Manager or Owner, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any of the provisions of the Contract Documents, Owner may, after seven (7) days written notice to Contractor, correct and remedy any such deficiency. Provided, however, Owner shall not be required to give notice to Contractor in the event of an emergency. To the extent necessary to complete corrective and remedial action, Owner may exclude Contractor from any or all of the Project site, take possession of all or any part of the Work, and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the Project site and incorporate in the Work all materials and equipment stored at the Project site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Design Professional and their respective representatives, agents, and employees such access to the Project site as may be necessary to enable Owner to exercise the rights and remedies under this paragraph. All direct, indirect, and consequential costs of Owner in exercising such rights and remedies shall be charged against Contractor, and a Change 52 Construction Services Agreement:[2025_ver.3] CAO Order shall be issued, incorporating the necessary revisions to the Contract Documents, including an appropriate decrease to the Contract Amount. Such direct, indirect, and consequential costs shall include, but not be limited to, fees and charges of engineers, architects, attorneys and other professionals, all court costs and all costs of repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by Owner of Owner's rights and remedies hereunder. 24. SUPERVISION AND SUPERINTENDENTS. 24.1 Contractor shall plan, organize, supervise, schedule, monitor, direct and control the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be responsible to see that the finished Work complies accurately with the Contract Documents. Contractor shall keep on the Work at all times during its progress a competent resident superintendent, who shall be subject to Owner's approval and not be replaced without prior written notice to Project Manager except under extraordinary circumstances. The superintendent shall be employed by the Contractor and be the Contractor's representative at the Project site and shall have authority to act on behalf of Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. Owner shall have the right to direct Contractor to remove and replace its Project superintendent, with or without cause. Attached to the Agreement as Exhibit A-3 is a list identifying Contractor's Project Superintendent and all of Contractor's key personnel who are assigned to the Project; such identified personnel shall not be removed without Owner's prior written approval, and if so removed must be immediately replaced with a person acceptable to Owner. 24.2 Contractor shall have a competent superintendent on the project at all times whenever Contractor's work crews, or work crews of other parties authorized by the Project Manager are engaged in any activity whatsoever associated with the Project. Should the Contractor fail to comply with the above condition, the Project Manager shall, at his discretion, deduct from the Contractor's monthly pay estimate, sufficient moneys to account for the Owner's loss of adequate project supervision, not as a penalty, but as liquidated damages, separate from the liquidated damages described in Section 5.B, for services not rendered. 25. PROTECTION OF WORK. 25.1 Contractor shall fully protect the Work from loss or damage and shall bear the cost of any such loss or damage until final payment has been made. If Contractor or any one for whom Contractor is legally liable for is responsible for any loss or damage to the Work, or other work or materials of Owner or Owner's separate contractors, Contractor shall be charged with the same, and any moneys necessary to replace such loss or damage shall be deducted from any amounts due Contractor. 25.2 Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 25.3 Contractor shall not disturb any benchmark established by the Owner or Design Professional with respect to the Project. If Contractor, or its subcontractors, agents, or anyone for whom Contractor is legally liable,disturbs the Owner or Design Professional's benchmarks, Contractor shall immediately notify Project Manager and Design Professional. The Owner or Design Professional shall re-establish the benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. 53 Construction Services Agreement:[2025_ver.3] CAO 26. EMERGENCIES. 26.1 In the event of an emergency affecting the safety or protection of persons or the Work or property at the Project site or adjacent thereto, Contractor,without special instruction or authorization from Owner or Design Professional is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Project Manager written notice within forty-eight (48) hours after Contractor knew or should have known of the occurrence of the emergency, if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Project Manager determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a Change Order shall be issued to document the consequences of the changes or variations. If Contractor fails to provide the forty-eight (48) hour written notice noted above, the Contractor shall be deemed to have waived any right it otherwise may have had to seek an adjustment to the Contract Amount or an extension to the Contract Time. 27. USE OF PREMISES. 27.1 Contractor shall maintain all construction equipment, the storage of materials and equipment and the operations of workers to the Project site and land and areas identified in and permitted by the Contract Documents and other lands and areas permitted by law, rights of way, permits and easements, and shall not unreasonably encumber the Project site with construction equipment or other material or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or any land or areas contiguous thereto, resulting from the performance of the Work. 28. SAFETY. 28.1 Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 28.1.1 All employees on or about the project site and other persons and/or organizations who may be affected thereby; 28.1.2 All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Project site; and 28.1.3 Other property on Project site or adjacent thereto, including trees, shrubs, walks, pavements, roadways, structures, utilities and any underground structures or improvements not designated for removal, relocation, or replacement in the Contract Documents. 28.2 Contractor shall comply with all applicable codes, laws, ordinances, rules, and regulations of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury, or loss. Contractor shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of underground structures and improvements and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, or replacement of their property. Contractor's duties and responsibilities for the safety and protection of the Work shall continue until such time as the Work is completed and final acceptance of same by Owner has occurred. 54 Construction Services Agreement:[2025_ver.3] CAO All new electrical installations shall incorporate NFPA 70E Short Circuit Protective Device Coordination and Arc Flash Studies where relevant as determined by the engineer. All electrical installations shall be labeled with appropriate NFPA 70E arch flash boundary and PPE Protective labels. 28.3. Contractor shall designate a responsible representative located on a full-time basis at the Project site whose duty shall be the prevention of accidents. This person shall be Contractor's superintendent unless otherwise designated in writing by Contractor to Owner. 28.4 Alcohol, drugs and all illegal substances are strictly prohibited on any Owner property. All employees of Contractor, as well as those of all subcontractors and those of any other person or entity for whom Contractor is legally liable (collectively referred to herein as "Employees"), shall not possess or be under the influence of any such substances while on any Owner property. Further, Employees shall not bring on to any Owner property any gun, rifle or other firearm, or explosives of any kind. 28.5 Contractor acknowledges that the Work may be progressing on a Project site which is located upon or adjacent to an existing Owner facility. In such event, Contractor shall comply with the following: 28.5.1 All Owner facilities are smoke free. Smoking is strictly prohibited; 28.5.2 All Employees shall be provided an identification badge by Contractor. Such identification badge must be prominently displayed on the outside of the Employees' clothing at all times. All Employees working at the Project site must log in and out with the Contractor each day; 28.5.3 Contractor shall strictly limit its operations to the designated work areas and shall not permit any Employees to enter any other portions of Owner's property without Owner's expressed prior written consent; 28.5.4 All Employees are prohibited from distributing any papers or other materials upon Owner's property, and are strictly prohibited from using any of Owner's telephones or other office equipment; 28.5.5 All Employees shall at all times comply with the OSHA regulations with respect to dress and conduct at the Project site. Further, all Employees shall comply with the dress, conduct and facility regulations issued by Owner's officials onsite, as said regulations may be changed from time to time; 28.5.6 All Employees shall enter and leave Owner's facilities only through the ingress and egress points identified in the site utilization plan approved by Owner or as otherwise designated, from time to time, by Owner in writing; 28.5.7 When requested, Contractor shall cooperate with any ongoing Owner investigation involving personal injury, economic loss or damage to Owner's facilities or personal property therein; 28.5.8 The Employees may not solicit, distribute, or sell products while on Owner's property. Friends, family members or other visitors of the Employees are not permitted on Owner's property; and 55 Construction Services Agreement:[2025_ver.3] CAO 28.5.9 At all times, Contractor shall adhere to Owner's safety and security regulations, and shall comply with all security requirements at Owner's facilities, as said regulations and requirements may be modified or changed by Owner from time to time. 29. PROJECT MEETINGS. Prior to the commencement of Work, the Contractor shall attend a pre-construction conference with the Project Manager, Design Professional, and others as appropriate to discuss the Progress Schedule, procedures for handling shop drawings and other submittals, and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. During the prosecution of the Work, the Contractor shall attend any and all meetings convened by the Project Manager with respect to the Project, when directed to do so by Project Manager or Design Professional. The Contractor shall have its subcontractors and suppliers attend all such meetings (including the pre-construction conference) as may be directed by the Project Manager. 30. VENDOR PERFORMANCE EVALUATION. Owner has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of $25,000. To this end, vendors will be evaluated on their performance upon completion/termination of this Agreement. 31. MAINTENANCE OF TRAFFIC POLICY. For all projects that are conducted within a Collier County Right-of-Way, the Contractor shall provide and erect Traffic Control Devices as prescribed in the current edition of the Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed in the Florida Department of Transportation's Design Standards (DS), where applicable on state roadways. These projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by reference. Copies are available through Risk Management and/or Procurement Services Division and is available on-line at colliergov.net/purchasing. The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT Roadway & Traffic Design Standards Indexes, or other related documents, so to become familiar with their requirements. Strict adherence to the requirements of the Maintenance of Traffic ("MOT") policy will be enforced under this Contract. All costs associated with the Maintenance of Traffic shall be included on the line item on the bid page. If MOT is required, MOT is to be provided within ten (10) days of receipt of Notice to Proceed. 32. SALES TAX SAVINGS AND DIRECT PURCHASE. 32.1 Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. No markup shall be applied to sales tax. Additionally, as directed by Owner and at no additional cost to Owner, Contractor shall comply with and fully implement the sales tax savings program with respect to the Work, as set forth in section 32.2 below. 56 Construction Services Agreement:[2025_ver.3] CAO 32.2 Notwithstanding anything herein to the contrary, because Owner is exempt from sales tax and may wish to generate sales tax savings for the Project, Owner reserves the right to make direct purchases of various construction materials and equipment included in the Work("Direct Purchase"). Contractor shall prepare purchase orders to vendors selected by Contractor,for execution by Owner, on forms provided by Owner. Contractor shall allow two weeks for execution of all such purchase orders by Owner. Contractor represents and warrants that it will use its best efforts to cooperate with Owner in implementing this sales tax savings program in order to maximize cost savings for the Project. Adjustments to the Contract Amount will be made by appropriate Change Orders for the amounts of each Owner Direct Purchase, plus the saved sales taxes. A Change Order shall be processed promptly after each Direct Purchase, or group of similar or related Direct Purchases, unless otherwise mutually agreed upon between Owner and Contractor. With respect to all Direct Purchases by Owner, Contractor shall remain responsible for coordinating, ordering, inspecting, accepting delivery, storing, handling, installing, warranting and quality control for all Direct Purchases. Notwithstanding anything herein to the contrary, Contractor expressly acknowledges and agrees that all Direct Purchases shall be included within and covered by Contractor's warranty to Owner to the same extent as all other warranties provided by Contractor pursuant to the terms of the Contract Documents. In the event Owner makes a demand against Contractor with respect to any Direct Purchase and Contractor wishes to make claim against the manufacturer or supplier of such Direct Purchase, upon request from Contractor Owner shall assign to Contractor any and all warranties and Contract rights Owner may have from any manufacturer or supplier of any such Direct Purchase by Owner. 32.3 Bidder represents and warrants that it is aware of its statutory responsibilities for sales tax under Chapter 212, F.S., and for its responsibilities for Federal excise taxes. 33. SUBCONTRACTS. 33.1 Contractor shall review the design and shall determine how it desires to divide the sequence of construction activities. Contractor will determine the breakdown and composition of bid packages for award of subcontracts, based on the current Project Milestone Schedule, and shall supply a copy of that breakdown and composition to Owner and Design Professional for their review and approval prior to submitting its first Application for Payment. Contractor shall take into consideration such factors as natural and practical lines of severability, sequencing effectiveness, access and availability constraints, total time for completion, construction market conditions, availability of labor and materials, community relations and any other factors pertinent to saving time and costs. 33.2 A Subcontractor is any person or entity who is performing, furnishing, supplying, or providing any portion of the Work pursuant to a contract with Contractor. Contractor shall be solely responsible for and have control over the Subcontractors. Contractor shall negotiate all Change Orders, Work Directive Changes, Field Orders and Requests for Proposal, with all affected Subcontractors and shall review the costs of those proposals and advise Owner and Design Professional of their validity and reasonableness, acting in Owner's best interest, prior to requesting approval of any Change Order from Owner. All Subcontractors performing any portion of the Work on this Project must be "qualified" as defined in Collier County Ordinance 2013-69, meaning a person or entity that has the capability in all respects to perform fully the Agreement requirements with respect to its portion of the Work and has the integrity and reliability to assure good faith performance. 33.3 In addition to those Subcontractors identified in Contractor's bid that were approved by Owner, Contractor also shall identify any other Subcontractors, including their addresses, licensing information and phone numbers, it intends to utilize for the Project prior to entering into any subcontract or purchase order and prior to the Subcontractor commencing any work on the Project. The list identifying each Subcontractor cannot be modified, changed, or amended without prior 57 Construction Services Agreement:[2025_ver.3] CAO written approval from Owner. Any and all Subcontractor work to be self-performed by Contractor must be approved in writing by Owner in its sole discretion prior to commencement of such work. Contractor shall continuously update that Subcontractor list, so that it remains current and accurate throughout the entire performance of the Work. 33.4 Contractor shall not enter into a subcontract or purchase order with any Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not be required to contract with anyone it reasonably objects to. Contractor shall keep on file a copy of the license for every Subcontractor and sub-subcontractor performing any portion of the Work, as well as maintain a log of all such licenses.All subcontracts and purchase orders between Contractor and its Subcontractors shall be in writing and are subject to Owner's approval. Further, unless expressly waived in writing by Owner, all subcontracts and purchase orders shall (1) require each Subcontractor to be bound to Contractor to the same extent Contractor is bound to Owner by the terms of the Contract Documents, as those terms may apply to the portion of the Work to be performed by the Subcontractor, (2)provide for the assignment of the subcontract or purchase order from Contractor to Owner at the election of Owner upon termination of Contractor, (3) provide that Owner will be an additional indemnified party of the subcontract or purchase order, (4) provide that Owner, Collier County Government, will be an additional insured on all liability insurance policies required to be provided by the Subcontractor except workman's compensation and business automobile policies, (5) assign all warranties directly to Owner, and (6) identify Owner as an intended third-party beneficiary of the subcontract or purchase order. Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract, copies of the Contract Documents to which the Subcontractor will be bound. Each Subcontractor shall similarly make copies of such documents available to its sub- subcontractors. 33.5 Each Subcontractor performing work at the Project Site must agree to provide field (on-site) supervision through a named superintendent for each trade (e.g., general concrete forming and placement, masonry, mechanical, plumbing, electrical and roofing) included in its subcontract or purchase order. In addition, the Subcontractor shall assign and name a qualified employee for scheduling direction for its portion of the Work. The supervisory employees of the Subcontractor (including field superintendent, foreman and schedulers at all levels) must have been employed in a supervisory (leadership) capacity of substantially equivalent level on a similar project for at least two years within the last five years. The Subcontractor shall include a resume of experience for each employee identified by it to supervise and schedule its work. 33.6 Unless otherwise expressly waived by Owner in writing, all subcontracts and purchase orders shall provide: 33.6.1 That the Subcontractor's exclusive remedy for delays in the performance of the subcontract or purchase order caused by events beyond its control, including delays claimed to be caused by Owner or Design Professional or attributable to Owner or Design Professional and including claims based on breach of contract or negligence, shall be an extension of its contract time. 33.6.2 In the event of a change in the work, the Subcontractor's claim for adjustments in the contract sum are limited exclusively to its actual costs for such changes plus no more than 10% for overhead and profit. 33.6.3 The subcontract or purchase order, as applicable, shall require the Subcontractor to expressly agree that the foregoing constitute its sole and exclusive remedies for delays and changes in the Work and thus eliminate any other remedies for claim for increase in the contract price, damages, losses or additional compensation. Further, Contractor shall require 58 Construction Services Agreement:[2025_ver.3] CAO all Subcontractors to similarly incorporate the terms of this Section 33.6 into their sub- subcontracts and purchase orders. 33.6.4 Each subcontract and purchase order shall require that any claims by Subcontractor for delay or additional cost must be submitted to Contractor within the time and in the manner in which Contractor must submit such claims to Owner, and that failure to comply with such conditions for giving notice and submitting claims shall result in the waiver of such claims. 34. CONSTRUCTION SERVICES. 34.1 Contractor shall maintain at the Project site, originals or copies of, on a current basis, all Project files and records, including, but not limited to, the following administrative records: 34.1.1 Subcontracts and Purchase Orders 34.1.2 Subcontractor Licenses 34.1.3 Shop Drawing Submittal/Approval Logs 34.1.4 Equipment Purchase/Delivery Logs 34.1.5 Contract Drawings and Specifications with Addenda 34.1.6 Warranties and Guarantees 34.1.7 Cost Accounting Records 34.1.8 Labor Costs 34.1.9 Material Costs 34.1.10 Equipment Costs 34.1.11 Cost Proposal Request 34.1.12 Payment Request Records 34.1.13 Meeting Minutes 34.1.14 Cost-Estimates 34.1.15 Bulletin Quotations 34.1.16 Lab Test Reports 34.1.17 Insurance Certificates and Bonds 34.1.18 Contract Changes 34.1.19 Permits 34.1.20 Material Purchase Delivery Logs 34.1.21 Technical Standards 34.1.22 Design Handbooks 34.1.23 "As-Built" Marked Prints 34.1.24 Operating & Maintenance Instruction 34.1.25 Daily Progress Reports 34.1.26 Monthly Progress Reports 34.1.27 Correspondence Files 34.1.28 Transmittal Records 34.1.29 Inspection Reports 34.1.30 Punch Lists 34.1.31 PMIS Schedule and Updates 34.1.32 Suspense (Tickler) Files of Outstanding Requirements The Project files and records shall be available at all times to Owner and Design Professional or their designees for reference, review or copying. 34.2 Contractor Presentations 59 Construction Services Agreement:[2025_ver.3] CAO At the discretion of the County, the Contractor may be required to provide a brief update on the Project to the Collier County Board of County Commissioners, "Board", up to two (2) times per contract term. Presentations shall be made in a properly advertised Public Meeting on a schedule to be determined by the County Manager or his designee. Prior to the scheduled presentation date, the Contractor shall meet with appropriate County staff to discuss the presentation requirements and format. Presentations may include, but not be limited to, the following information: Original contract amount, project schedule, project completion date and any changes to the aforementioned since Notice to Proceed was issued. 35. SECURITY. The Contractor is required to comply with County Ordinance 2004-52, as amended. Background checks are valid for five (5) years and the Contractor shall be responsible for all associated costs. If required, Contractor shall be responsible for the costs of providing background checks by the Collier County Facilities Management Division for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four (4) years. All of Contractor's employees and subcontractors must wear Collier County Government Identification badges at all times while performing services on County facilities and properties. Contractor ID badges are valid for one (1) year from the date of issuance and can be renewed each year at no cost to the Contractor during the time period in which their background check is valid, as discussed below. All technicians shall have on their shirts the name of the contractor's business. The Contractor shall immediately notify the Collier County Facilities Management Division via e-mail (DL-FMOPS@colliercountyfl.gov)whenever an employee assigned to Collier County separates from their employment. This notification is critical to ensure the continued security of Collier County facilities and systems. Failure to notify within four (4) hours of separation may result in a deduction of$500 per incident. CCSO requires separate fingerprinting prior to work being performed in any of their locations. This will be coordinated upon award of the contract. If there are additional fees for this process, the Contractor is responsible for all costs. 36. VENUE. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. 37. VALUE ENGINEERING. All projects with an estimated cost of $10 million or more shall be reviewed for consideration of a Value Engineering (VE) study conducted during project development. A "project" shall be defined as the collective contracts, which may include but not be limited to: design, construction, and construction, engineering and inspection (CEI) services. Additionally, any project with an estimated construction value of$2 million or more may be reviewed for VE at the discretion of the County. 38. ABOVEGROUND/UNDERGROUND TANKS. 60 Construction Services Agreement:[2025_ver.3] CAO 38.1 The contractor shall ensure compliance with all NFPA regulations: specifically 110 & 30/30A; FDEP chapter 62 regulations: specifically Chapters 761, 762, 777, and 780; 376 & 403 F.S.; and STI, UL, PEI, ASME, NACE, NLPA, NIST & API referenced standards pertaining to the storage of hazardous materials and petroleum products. 38.2 The contractor shall notify the Solid & Hazardous Waste Management Department (SHWMD) prior to the installation, removal, or maintenance of any storage tank, including day tanks for generators, storing /will be storing petroleum products or hazardous materials. The contractor shall provide a 10 day and 48-hour notice to SHWMD 239-252-2508 prior to commencement. The contractor shall provide the plans pertaining to the storage tank systems containing hazardous materials/ petroleum products to the SHWMD prior to plans submittal to a permitting entity and then SHWMD must approve the plans prior to contractor's submittal for permitting. 39. STANDARDS OF CONDUCT: PROJECT MANAGER, SUPERVISOR, EMPLOYEES. The Contractor shall employ people to work on Owner's projects who are neat, clean, well-groomed and courteous. Subject to the Americans with Disabilities Act, Contractor shall supply competent employees who are physically capable of performing their employment duties. The Owner may require the Contractor to remove an employee it deems careless, incompetent, insubordinate or otherwise objectionable and whose continued employment on Owner's projects is not in the best interest of the County. 40. DISPUTE RESOLUTION. A. Prior to the initiation of any action or proceeding permitted by this Agreement to resolve disputes between the parties, the parties shall make a good faith effort to resolve any such disputes by negotiation. The negotiation shall be attended by representatives of Contractor with full decision-making authority and by Owner's staff person who would make the presentation of any settlement reached during negotiations to Owner for approval. Failing resolution, and prior to the commencement of depositions in any litigation between the parties arising out of this Agreement, the parties shall attempt to resolve the dispute through Mediation before an agreed-upon Circuit Court Mediator certified by the State of Florida. The mediation shall be attended by representatives of Contractor with full decision-making authority and by Owner's staff person or designee who would make the presentation of any settlement reached at mediation to Owner's Board for approval. Should either party fail to submit to mediation as required hereunder, the other party may obtain a court order requiring mediation under Section 44.102, F. S. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. 61 Construction Services Agreement:[2025_ver.3] CAO EXHIBIT I-1: SUPPLEMENTAL TERMS AND CONDITIONS I I Attached hereto, following this page ❑■ Not Applicable 62 CAO Construction Services Agreement:[2025_ver.3] EXHIBIT 1-2: AFFIDAVIT REGARDING LABOR AND SERVICES (Following This Page) 63 Construction Services Agreement:[2025_ver.3] C,4O AFFIDAVIT REGARDING LABOR AND SERVICES AND CONTRACTING WITH ENTITIES OF FOREIGN COUNTRIES OF CONCERN PROHIBITED Effective July 1, 2024, pursuant to § 787.06(13), Florida Statutes, when a contract is executed, renewed,or extended between a nongovernmental entity and a governmental entity, the nongovernmental entity must provide the governmental entity with an affidavit signed by an officer or a representative of the nongovernmental entity under penalty of perjury attesting that the nongovernmental entity does not use coercion for labor or services. Effective January 1,2024,a governmental entity may not accept a bid on,a proposal for,or a reply to,or enter into,a contract with an entity which would grant the entity access to an individual's personal identifying information unless the entity provides the government with an affidavit signed by an officer or representative under penalty of perjury attesting that the entity does not meet any of the following criteria: (a)the entity is owned by the government of a foreign country of concern;(b)the government of a foreign country of concern has a controlling interest in the entity;or(c)the entity is organized under the laws of or has its principal place of business in a foreign country of concern. Effective July I,2025,when an entity extends or renews a contract with a governmental entity which would grant the entity access to an individual's personal identifying information,the entity must provide the governmental entity with an affidavit signed by an officer or representative of the entity under penalty of perjury attesting that the entity does not meet any of the criteria in paragraphs (2)(a)-(c),§287.138,Florida Statutes. Nongovernmental Entity's Name: Quality Enterprises USA, Inc. Address: 3494 Shearwater Street. Naples. FL 34117 Phone Number: 239-435-7200 Authorized Representative's Name: Louis J. Gaudio Authorized Representative's Title: Vice President Email Address: LGAUDIO@QEUSA.COM I, Louis J. Gaudio (Name of Authorized Representative), as authorized representative attest under penalty of perjury that_Quality nt _rprises USA, Inc. (Name of Nongovernmental Entity) does not: (I) use coercion for labor or services as defined in§ 787.06,Florida Statutes,and(2)the nongovernmental entity is not(a)owned by a government of a foreign country of concern,(b)that a foreign country of concern does not have a controlling interest in the entity, and (c) that the entity is not organized under the laws of or has its principal place of business in a foreign country of concern,all as prohibited under§287.138,Florida Statutes. Under penalty of perjury,I declare that I have read the foregoing Affidavit and that the facts stated in it are true. (Signature of authorized representative) Date STATE OF Florida COUNTY OF Collier Sworn to(or affirmed)and subscribed before me,by means of II physical presence or 0 online notarization this 29th day ofOCtober ,20 25,by Louis J.__Gaudio (Name of Affiant),who produced his Florida Driver's License as identification. �f A/'S/ . �� b�" ~'"— :► MARCIE L.COHEN Notary Public •,., '°-: MY COMMISSION#NH 196569 :�:• : EXPIRES:February 11,2026 February 11, 2026 F�- Boded Thru Notary Public Underwv ters Commission Expires Personally Known OR Produced Identification 0 = Type of Identification Produced: N/A - Known CAO 1 EXHIBIT J: TECHNICAL SPECIFICATIONS (Following This Page) CA EXHIBIT M IOxNs:� � ' Lcil IN EERING 10 ..� ,• � .�..� - Slw mnwero CONSTRUCTION PLANS t PINE RIDGE ROAD & I-75 �` �y.-P. 11 Collier County IQ MAIN RELOCATION ) �� li FOR �y �1 l` COLLIER COUNTY PUBLIC UTILI I•IhS .�'ig`�}a a BOARD OF COUNTY COMMISSIONERS LOCATED IN VIIP--rA' ° RICKLOCASTRO-COMMISSIONER-DISTRICTI SECTION 07; TOWNSHIP 49 SOUTH; RANGE 26 EAST O CHRIS HALL-COMMISSIONER-DISTRICT 2 0 BURT L SAUNDERS-CHAIRMAN-DISTRICT 3 COLLIER COUNTY,FLORIDA M�: �v DAN KOWAL-VICE CHAIRMAN-DISTRICT 4 WILLIAM L.MCDANIEL.JR.-COMMISSIONER-DISTRICTS MARCH 27, 2025 / 'pp IF COLLIER COUNTY CONTRACT NO, 18-7432-CE LOCATION OF PROJECT U COLLIER COUNTY DESIGN PROJECT NO. 70289.1 COLLIER COUNTY CONSTRUCTION PROJECT NO. 70289.3 Sheet List Table A Sheet Number Sheet Title 0-1■■■ N r; -`a 01 Cover ay / = yj o O 02 Notes 8 Legends - / H • E Pine Ridge Roatl '��.� i- Aj 08 Ste 133a50m 138+50 r�' �L�a� ; M_ S U n 09 Su 138.50 m 143:50_ r��' .'�' 0_ 10 Sm t43*5om t48.5o t ij�i� rytij-� �� PROJECT COORDINATION TSNOTES: A\ 11 Ski 148+50 m 153+50 IIIIII 1. THESE UTILITY ADJUSTMENTS ARE REQUIRED TO Collier County Details IItIgal l •I4 iif" M1111I ACCOMMODATE THE PINE RIDGE ID ROAD AND I-52 DBERSTOT.E 0.01 1 of tili I 2. 75IFD T FINANCIAL PROJECT 1M IMPROVEMENTS PROPOSED ROPO S { O-02 2of2 11'�_ •tl•'('.• Pr.- �I,ll�"�I'I" 3. THIS UTILITY ADJUSTMENT PROJECT IS ADMINISTERED BY �"' % FOOT OetaBa C♦F t ��j��'_ 1e COLLIER COUNTY. i O-03 I 1 M, PROJECT SITE ! oita= —.'l•I 4. THE SELECTED CONTRACTOR FOR THE COLLIER COUNTY It) Dpill `�� UTILITY ADJUSTMENT PROJECT SHALL COORDINATE Z a T �" 7J�i1tu WORK EFFORTS.SCHEDULES,ETC.WITH THE FOOT 2 - -- �� PROJECT TEAM AND FOOi"S SELECTED CONTRACTOR(S). y -;'� BID PLANS g©o111 ' P _ , LOCATION MAP N.TS. 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PRINTING AND PLOTTING NOTE: { y wawm¢I- TREquu B cAk'c'M ARE'NOY .a.EwnxcaEsnEoaux.u..r"w+aow.Exiuwa.R[rrvi ''EowroR w.acouvrr.woR ro PRINTINGpF`UµLL S1IE 0Rr2'X.IE'PLANp: R® 4,,,,' wuEOANu'NOUI11v. _ 0 e,1"`o,ww 1�`irns°.Tia"'ia°r NDE-`WDT n.cw,R.c,ORR.x.w.xzT.w.«tME woRxmre.COPES oE.0 mum xEwaa.,,.FOR swsAITS.x w.arc r,or. ao•OF •OomaE.ar.eru..slk,�wosel.EER• rosww o(] rww z-pwSO DE 1vm xyEwE.naxa...wwomo..�.R.aowo 0sw„o.w m mExe ma 9'a�A''»:z'IDE m.,www m w„o ww. • _ w iE RE. PRINTING RE SITE OR 1,17.PLANS Leo (9 'mf MO'P°14°r w"'R - _ .xcEa To,xEwraxEER OE nacoro.rElmwEEEx..mE,.wouAa.ry .owE m.ECT.c.• vu;;EexrwrnI.,=q COR9WDIPA Platy 1 E.E x wro[crwx nw,xwr.ro rs COLLIER LLLIERR COUNTY Y PUBLICIC UTITwS STANDARD DD DETAILAINOT N�exEEaxwaERtls COLLIER UTILRIES STANDARD NOTES: 1 .��w c0.ueacavFaBESNNxTa,rµnErv.ww mE.,Ewm 02 GPO y JOHNS ENGINEERING / ' itelfir* -0- _„„Ap.....0, 3 o / or' s It 1 INTENDED OISPUr SCALE 1a xLAN 4 • /-.F. k 1 ^1,' .: 0,14(\*11.4i.4 i ' '''' ',.:- t "F'.l V • r / �e it 61U 13 o •• SHEET OS SHEET DO SHEET OT SHEET05 SHEET09 SHEET IO SHEET II STA 118+50 TO 123+50 STA 123+50 TO 128+50-��STA 125+50 TO 133+50 T- STA 133+50 TO 135+50 STA 138+50 TO 143+50 STA 1+3+50 TO 1+0+50 STA 148+50 TO 153+50 STA 118+50 TO 123+50 ....f_SIALI23. a 1 I LI LI _ Ij 11 N 11 ". `1 Y ,V 1 PINE RIDGE RD "E. 11 I O PINE RIDGE RD 1 11 11 -- 1 �LL ]_ y_ 1L La- _LF J p N N 0,ao 3 U :ti m a—o .. y .» w kl LL N t null' II 0 _ Li 03 y O NAPA WOODS WAY 111 z Q O .., 45' h Z r wa r i I I, f 901111 tp, y l// / sc.„ — Consnalon Plans Hay Map \ i 1 03,.n Gp,O ' N JOHNS:aj ENGINEERING / \ AaAwmmway— / 231113+- / li 0 DISPLAY KALB r75r z rt r WORK BY OTHERS LEGEND �� � Z PROPOSED ROADWAY I i OP PROPOSED DRAINAGE 02 PROPOSED POND _j �r O y OG m ti v POND 2I o SHEET 05 SHEET OS SHEET 07 SHEET 08 SHEET 09 SHEET 10 SHEET IILu STA 110+50 TO 123+50 STA 123.50 TO 120+50 /STA 128+50 TO 133+50 STA 133+50 TO 138+50 STA 138+50 TO 163+50 STA 143+50 TO 188+50 STA 188+50 TO 153+50 , ` i -a' j i 1 ., S` 11 1 U .. _.. ___ _••BYE Aimi^m. n _ .r �-�� ��i PINE RIDGE PO a m LL PINE RIDGE RD 1 II \ I ��� - ��' O 3 ilit E M 4-, ° z , 1 ..,, ;POND 1 I_POND 3' c7 o - • w u n t�Y M w y. �M�• .5 1 :1 F yAPt,r : . Jill' \— Ico t 2. 5 MINI /7/ 9 Wy „„, ,.„,...,, \ / i onsWNon Plane n rk By Mars Map snm-r Nampa $ 04 Cp,O WORK RVOTHERSLEGEND N JOHNS: i PROPOSED ROADWAY 1 ENGINEERING /`f'SJ ( .✓ PROPOSED DRAINAGE - -An ENGINEERING E E R I N G /i / _---M.__- m _ ,- - ... - ' PROPOSED POND 0 1 6a ! P - .. gym. _ - �, .1 ,^ -,L�— ___=---=r- -.-__ ^------_- --•-----___,_ ...__" -- --.-�- I '� em yla a ,�` j i.,rD D ou. _ �-� -��aa..E�n��.�,nr>o,E 7------------------------------- --- pav<au..�aa.,E ,Ix,� P�I.1.,0 q.., a.aaan - na,��ue.,.=.m,. - a.,a,M y. ,t .e/. ;r �e� ° �Ex-----`---------------->- _ .n0.,wnPoRwn,+o no�wHo 1• ' wr, •r- `N-' - _______J____ _ _ Faint P T - Y e 1 em §,_ ABANDONMENT. - --N�� uaaeierxevuvc '�^-': w.. PINE RIDGE RD ro na nv:ozn.n. - :df (� vmauw..a a Y..? :,i}, +}i •lJT a,w GrtvuvEa a�L� 17 § .amimr . .- _ �i ice L. - __Syrj _ +-� —_ .__u_�—f—__-,-_=_u__. !. ___1 _,- 1 ,_--_}- IISAM1 I m — O O 1 co PM Ridge RDed SW.118a50b St:,l]a50 ,..,..�.m„...... 8 LT- , 01? ,awse vr.ve 10 . s.,.... trumr.,..T � µ _- N II)a Z . IIII 12.00 6 Cmas SeGbn A-A Cmss SRIenan&B C,oas SMbn CL w,a= 12.50 / 10 �, an. ana �eaeaa< « a 10 ,o___ A lo . ar -ne oaIe ± Construction Plane Pine Ridge Road SCALE Az arioxer Ste 118.50 b ow] m,. aw e,W a.aa o.m 123,50 0-,50 axee*u5eeaa 1 05 cr° . WORN BY OTHERS LEGEND I ' S IE 1 rearm _ ____________ `_-_._____..___ _-_ - e�� a ' _ --- �..' PROPOSED ROADWAY EOHNENING �--n ..vixro-wa6vurT sex ^e •rsuos-scrax ox.es ----------- --- PROPOSED DRAINAGE AnlyaCmlp.rry— " _---.n_ .. __ ___- 0 _ n __ PROPOSED POND CMS __- _ uxxs�t..ssvw�'c-- _ pa �a yyaa o ir� - z— -- _ C DISPLAY BCE l' n —``_—- __ f 0 d 6c - -- _ rv2'%34'PLAN'1':20' o .cP.r Lil sx.ersxerx...w J �'1 _ t (tom. vex * {� Ayw� RDMRND a, • f�� Atli se as 2. GROUT POINTS SHALL BE LDCATE0 AT INTERVALS TO 1-i - EENNRE IR ! I Si, eaRNN ,L ...,:r � = a RDONMErv. (� s\Ns\s\s i xo-wcloxu wc6� PINE RIDGE RD ,` " LJ I R.34:°„:, .S'--.,.,,,,__.....t7:11_,___Jr_,___...._._____.._'''''_ _.__.___, '-'_V__"--72-=—":7:—.__Z21'=_._.___,.._.___.—l''''' ...,_.._,_..7'_._,_—-.____,_..._.. ....—i L-- I L' a PC°o I I a�LL Pine Ridge Road Ste-133.50 to Ste:128.50 wr.,.a..,s�.. dlcr C r c c s 'en o-D a -- J � � _ ux aa6♦u vu�x 0 Q ®t0 o�.. A, I e6 UIIIIIII 6� ,♦b.rrb,ea,eeanom — a 1, i Z erne o.Reaee. IIIIIo MNa �aa d.� �li�. L E Ba,,,, PROJecT NO.Mom,. • DIREC ZONAL DRILL INFO: - 22'10-ROEPE DIV -10 ---- STANCE — --10 1,SOP VERTICAL DI RADIUS CN.COMPOUNDI Construction Plena R..OX ORICON FAALLRADIUS INONCOMPDUNDI V ., Pine Ridge Road DEPTH ER T O/OFF RAMPS Mry DEPTH LANES Ste 123+50 to:: 1S.MIN DEPTH UNDER CANAL TTOM 120..PIPE BALLASTBSM MAX PULL MUST SACK USE FORC GPULL B.cK 128♦50 22.30 124.e0 124.60 12e♦00 125.60 126.6d 128.50 12,C0 127.60 12e♦00 12„60 06 OP J / ,titif �+ WORK BV OTHERS LEGEND a JOHNS;`.�j '. - ;i��� r PROPOSED ROADWAY O I ENGINEERING -' �e�.- �/ y I PROPOSED DRAINAGE 'biC 'P"'T- i'/ 70 rr r PROPOSED POND L=:1 ' T � 11 w/ . -. — J W /, I eI 1II -� v �. �- •_ .� ` I -__ ..... _..... a INTENDED PLAPUT N 'SCALE 11,17. t I '= , * d- 6"— r _ � RETIRE AND NTS,CO 1 GROUT I UJ BY THE CONTRACT.DURING CONSTRUCTION ,—. 0. ><~- e - e� �' �- �' �p �, .iY!J '•— P _ _-.J5 -- - l: '- »oDMONueN°ftrLETELY u THE WIRE U eo:_ ® — "I PINE RIDGE RD — il "I 1�1 I I 4 —.. _��_�_y Tt�—` m"v u— f>'�.+.���_,, `�- F�� We I 61 r Nm4 -O'C Pine Ridge Road Ste 128+50 to Sta:133•S0 ,.rr�m v..r.�. m C U o..aN.x sL�—_—t. _� xs0u,..BDaol ��._ KNr d d 10 ,.o.�,% a11111 9 d nip 1 D 0 K DIRECTIONAL DRILL INFO: g R WIP-HOPE DR, DISTANCE gain' 2,331 LF.ENTRYTO EXIT D 3 B.ENTRY I EXIT ANGLE D.TB. MA.Ox2/DM 1,300'VERTICAL RADIUS(NONGOMPOUND, 4,000 HORIZONTAL RADIUS PION-COMPOUND) ,,,,w.wowna. NI MIN DEPTH UNDER!,TRAVEL LINES nexo. vrr4e ]P DEPTH UNDER Ea5TIN0 ONI OFF RAMPS __- SCALE .e aKxw. 10 tS MIN DEPTH UNDER CANAL BOTTOM 10 120,00D LL MAX PULL BACK FORCE PIPE BALLAST MUST BE USED DURING PULL BACK COTavuctIon Plane __. _..... Pina Ridge Road i._... 133.50 MEET KUM., . - ,,,,xaae oar 1 12140 ,ea.00 1:e.E0 ,b.5 100.50 1t1.00 131,50 m 0 ,t:r50� ,..DD 13B.� 07 1 - j WOR K RK BY OTHERS LEGEND b EMCEE \ PROPOSED ROADWAY O EENGIINNEELERRINNNGGI 1 � s 1 PROPOSED DRAINAGE —....PM— • '' 1 ' PROPOSED POND ® a7'.. h ,n r' f I ' INTENDED DISPLAY SCALE l' I I A' i \% — x17.PLAN \e•` r ' > k• .r ✓ I I i ORO,NOTES: ,/ ✓�.., ✓ w y .... I GROUT POINTS TO BE LOCATED wBP THE CONTRACTOR DUPING 4-' w ' 2 GROUT POINTS SHALL BE g yy [FA Zr: ENSURE GROUT IS PUMPED TO F O � .\ 1 �U M- 1 _ �I . aooNNEN. „_� , p>.a . �, N PINE RIDGE RD of I I Ir II I v N c Pine Ridge Road Sla 133.50 b Su:119.0 ......r.....r.v.. 01.O ,,,,,a 1 \N___ 7wE wawa oava 10,D aDull 9 5 Dill 2. 6 30 Ir S D,,,, o DIRECTIONAL DRILL INFO: P.c fa'10-HOPE DR, PROMO tSiANCE mom.. mom..N 2,321 L.F.ENTRY TOEXTTD Hew. m.. e•ENTRYI EXT. GE K.ue. AeeR.w. 1.500.HERTICAL RADIUS INON000Ix1UND1 10 AMP RIZONPTH UNOEaD sS LNONCOMPOUNDI 10 -- RAVEL LANES 222 DEPTH UNDER EXISTING ON I OFF.12PS --- -- ,B MIN DEPTH UNDER CANAL BOTTOM Colutructlan Plana _.._. 110.000 LBS M.PULL BACK FORCE .. Pine Ridge Road PPE BALLAST MUST DURING PULLBACK 51a 133.50b 135.5o • yr $ �: ED 08 Gp,O \ +`:� b. /` tl�„ WORKRVOTHERS LEGEND JOHNS:Dall -- I13 ++ �� �: �� 80/y `/( l_ r�PROPOSED ROApWAV ENGINEERING 1 s _\ I t Md/ : 11 0,4*4 PROPOSED DRAINAGE ---'- — Aga Doro0 T' t ,� / 11 1 O 1 ��"'-, \ --f y; A O /Y-w.. o-_'K'�e.71:0POSED POND Ya `} I, 1 ‘1 r.,�.e d ,,\\ soNR9M /'� �` r te-/ I C di roi DRr \ 11 I 3 SCALE \\,‘ r IA t I 1 \-mt 1 - / I ::. - - _�ETIRfutoAA0U,N0Zto cAmo "k \ IN...—.. j / I a c.::. ` � DURING 1 _ o *1 1m \ *r + ENSURE PUMPED TO cr'W� ter_` .t, ,i � I . r L _ f ' THE ENTIRE06PINE RIDGE RD �� , I 3 cc. ''''''''''''''''' ''''=.='''' ''' '==.t Q r cow RSmSuooewrt xru7 I [II // `` 1 G.o T Il .1 I o S m Pine Ridge Road Ste:138.50 to SW:143.50 M N N°wO�'eDND v.... Hi\ 1111111 e.Dmero IR A Z • 0 6 e I 11111 ,, DIRECTIONAL DRILL INFO: DAm x.Mm0027 mS 2010 ROPE DR] rite NO. arwae . 3.321 L.F ENTRY TO EXIT DISTANCE _.... ___. TENT./EXIT ANGLE eule. a5r10w 101.50,VERnCAL RADIUS(NON-COMPOUND) -10 HORIZONTAL RADIUS(NONCOMPOUND) M MIN DEPTH UNDER TRAVEL LANES COnSOSCEOn Plena 30'DEPTH UNDER EXISTING ON RAMPS Pin e Ridge TACO N N DEPTH UNDER CANAL BOTTOM RI MUSTFORCE SIO 13R+50 0 PE BE USEDDURING PULL BACK 143.50 _. [,.1''A:•:Y.D .. sit rEn 136.50 136+00 135+50 113.03 1q.50 141.00 111.50 14.0 113.50 1.N00 143.W 09 Gp,O •r"Y.: \,, �' a '\ \``P WORK SY OTHERS LEGEND N JOHNS:�j {'t. \ ``,` �i \ ..- lr.. PROPOSED ROADWAY O ENGINEERING }�^�•� _ry _ \\\d N\w� \% ,�� ..�\\ ...... --. PROPOSED DRAINAGE .......... -A^APR.�RV�B'- 1 ` '\ \a \ _ PROPOSED POND L_1 I/ r• �� ' \� �� ,N 1_.__ it���ice. i ' or�5 IF .?, lv ;•) _ -r..—,e� \ •1 i Ills.. 1# C�t�w.�.a ..w.xor.w+r J , iNrENDED. VUT SCILE � e�oEo, _� fa. 1 - b >'c-� w..a I 'L I,xlr aw:.,--w Y b _ 's = �� _ � J RETIRE Now P ND Ee. w - _ ` o�l�. I I , it 0 r ` /�oxx ''"'7 l+ I r DURINGLOCATE Y t.0 CONSTRUCT.. z I-75 ON-RAMP �z .111= i �'!r- I"Np a LOCATED AT INTERVALS TO ENSURE GROUT IS PUMPED TO U I a =en ..�_''� • � , 7 EENTRE O 4 c ��—...�.- wag. ABANDONMENT.Kr 10MAIN IFOU ii1- � '� i4"im; cu.., • "ewe ., 1;,, 1 apt I v' A. Q Da. ? I'y RID PINE RIDGE RO ' , i --___ - - _ X G .ETRE..waARa.�x..,KE ,.4 I { ` .=aP�wxwx I , I ' r I I I i . i a �y w F y --— c er .. J I - - - Eu.,u..rw Rio a 1 i I 1 LL 1 m O �Tc Pme Ridge Rued Sta.1.3.50 to Ste:148•SO ....rr-v r..r.'.-• P. Se[iion E-E m C U me mcr minx. mss _ _. .oN� d O N U � 7 P.oPo,EP'PLE �� 1G I�o..:. 10 0. .1, mom— VV m».�Ex, 10 xw.Koa,. r.._ ...ran.. a.xe 9 _.. In�vl e.aP,E. a:.-ems... � iR-..,.E _. !IDIIII DIRECTIONAL DRILL INFO: 0.00 : ENTRY TO EAT OLSTANCE e•ai'N`mY i EXIT ANOLH woNco.aPouND 3 40���� .. R Ia R DI sUGNDN<G RDU DI JO'DEPTH ORDER EARTH°ON I OFF RUMPS it atR a u arw�uN>�vw 15'MIN DEPTH UNDER CANAL Donau �aTT 8 " -1g-__ Iaa..0O LBS MAX PULL BACK FORCE €- -.� -- -10 PIPE BALLAST miler Br.USED DURING PULL SACK b2 02 a"w.1O'E o" 9 .. Cons.cdon Plans ;. Plea Ridge Road Ste.8•5 0 to .x.Erxw., 4 1...a I 1.,... I...aD I..... ,«.W I..•.e I.r... I...ee 1..•.a 10 CPa • `,+.' .. \`o \ �-; WO-.BY OTHERS LEGE. a JOHNS; �,� \ e / „- "I� --.�'PRoaosED ROADWAY ENGINEERING ha r..'.// \�J -- l@-' -'-'_. I r--N,—= f ._ . ^ PROPOSED DRAINAGE _s^Me EunD.nY_ `' .:�Y.J ='_ ��era�' - _ __� +~:•����--� r _ -- _\� \IR�.J fPROPO-ED POND O J '77....u....�. _ I ' • si. i , ... a INTENDED LE d rL�'�- � sFK� I=P , x3•::,`Z •:,g:> :M. L ,# _ G:w 2,-n..n,Br t 0 I � •- eEmEµoGROUT NDTEsv ,r _ _ , _0 2aanuc1NTS TO BE LOCATED OR DURING T4-+r ,,, 1, I � a' a A. + 2 GROUT POINTS SHALL BE 0 . - THE ENTRE — 'L 01 ICI MAIN FOR + .- '4--=- .s,.,_ �,,ni�lr '? �� ___ Y U `�� -. ` r— At--- awDDNMEN,. s g1. Ri d:Z . Ili °" caE• #q • o: V -."--ta , PINE RIDGE RD I o9y G Pine Rite Road Sta.14,00 to Sta:149+20 •.r .n.wa �. PMe Ridge Road Sb:1/8+50 b Ste:15pdY0...,.,,...... Cmss Section N U C .__E-E C 20 20 20 20 J Q al Q U . LN.rNa.�..M �w� .aaT.MaRau.D � -.. 2,0:o.reVwVE _ ..'Po� A suuuui / � xteo� i1a r.n., T.,o S o liii o oR a,.... Mo.aO nIr.. TEv.wrvL0o0.b1 A e wr} LLO«oMR,,e.M. n j DIRECTIONAL DRILL INFO Cm B ion-F 4a,,,, 0 -. 2 2 LF.ENTRY TO EXIT DISTANCE 0 Exssma OW. D.rt. MNLc.2r.202. ..E 1.508 CAL RADIUSDUS MC ON0MFOONDI f(11 WIRY/EXIT ANGLE ®Q FILE w m2oxna. Dab NORMONTAL RADIUS INOMCDMPOUND1 �.o or+cze 50 MIN DEPTH UNDER.TsiMVEL LANES 10 "' 10 KALE ^°ems ]b DEPTH UNDER EXISTING ON I OFF RAMPS 15 MIN DEPTH UNDER CANAL BOTTOM �0, - PIP BALLLAST MUST BE USED DURAMMAL BACK ING PULL BACK I `roio wcwre CSe Ridge Plans Pine Ridge Road ___.... - 0'0-MR FR,.. Ste 148+50 to -10 -10 -10 -11 153T50 SHEET rAnAREP • ao 11 Gp,O JOHNSQ ENGINEERING -.......,......y- ° FL"'''7.7...".* ....., ....... t...;:""" ..... ........ 4.1.7,.. GI .444.444 r ',5,-:,,,.::-,::- ,,,.......................... 4.1! g El,,-.E,IF 4 r",:•- :it 41.:+.7,R.i-...Lo. ===.71-0,4- 7:4`7'1"'"" 2 e_.......... ..... „.................,... „ IWO VA. WILL EXISTING A/G PIPE-NEADwALL ....R.N...... E..-71.7.11:7-1.7-2S-7.-`775F:41:11.727-6.::--41 , ........- --— ---. ,...... ................. = ......„..... "...74:4.1...74---- Vy_ --.2A •-.4 tom. ',13',,:fi,L,7.1,7:21=7"41:4111"'".44:ITZ°Z,Itr: NEw•EXISTING PIPE-RESTRAINED JOINT I I imatal-a.. jop= EZ..Firr,... (-) 9 U'''`..7:.,'T.R., —-,IL—....— r"...:41:-"' \_....... _, UNPAYFD AR FA TRENCH '17"":4'14717% I ref:ISSFR:.+75.1 EIACKFILL DET* G--I PIPE SEPARATION OGTAII 'Lr.ifier- 41t. 77 PPE FONFI PT DETAIIA G-4 roicr,vqivr Nit'"gr „it,c... 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G 9A PIPE RESTRAINT SCH POOR G-1 o D-01 ..• cp,0 n ,I�. .m..a__..,.nw 7 JOHNS MI N0i°�`� ,...: MI ENPGINEERING rfxfo. .- rox,:r.l nax`"n`�x�xf"° p...,. ,:�,�w° c�'iiei ao Il,Rucx __ w — �'. ro••p li .r i . ;ID W,nxl..r.n,� `�I��III�-; -- / _ � ppm rr IFOR IO MAIM T row 05,5� b Icox a. me.� mom.rem*. eurnageramm.a.mn"."." ®rO i/_ P.fn'struss T ki n • •V � h r °+rwnizPEy v.o.a+«me..aw�a.e T.mad . d _-1 ma xon sar LL[ru.Tu laix® 400b IA mrttlma mb ._ "� '''''333 „m 33my w:mvn.mn RFSSA.IMED RAW.AND SUPPLEMENTAL WATER 21.m7.11w7-2.17,5......227 en .,.....•...m AIR RELEASE VAI VE DETAIL NP , TERIE TDR TO',cal.Val.SUB yowls� a"-xa. C...m W-4 DTI€oMZ�i' fcu roiiurunoxl ,.x A's- N A AceTO (, -_77/////9 _ , -..._ �y I'FIH CAUTION — „?o� Ieq �������/ 3 o'�U% 'Piv .- `- x 2 y�y01 at Cy/ -. .n,..'.".^ �, " ":.C''• a U ma om` , --1—. `L7 HEAB NDDN 'P.P.... _ 7. _ z.- 111111 1111111 T .e ..„I 0�l �, °; • " B 'g r. ti .: i e Is `V`� o ti , \ .; 1. gill.. vTf RfsmRArlDn DFTuI P. `^i. $' I. CONTRACTOR SHALL INSERT THE ACTUAL DEPTH OF THE "'�`' UTIT CROSSING ON ETHER SIDE OF THE CANAL BANKS. ", ",-,`r.' '' •"P."°PP_•P"_ o,,,,, 2. A MINIMUM OF TWO(2)WARNING SIGNS ARE REQUIRED, ..°•:w nun......n.+..-+,...owa rv,.,. ONE ON EACH S1DE OF THE WATERWAY. Construction Plan 3. CONTRACTOR TO SUBMIT AND GAIN APPROVAL OF SIGN Collier County DAMN ALB RELEASE VAI VE ABANDONMENT SUBMITTAL PROOF PRIOR TO FABRICATING AND INSTALLING 2of2 ARV ABANDONMENT DETAILS THE WARNING SIGN. wz IQ WATER MOlE AABBANDONNEyT u_T SIIRAQNEOUS CROSSINGDEM UV 1 um "' D-02 SEICSIIII0ES .F..E.F.,..:,==:,...7.-..y.,:E;,...E.:•:;;:.7.;,-.7,74:',.=.;- - - JOHNS 1 all -,............... .. ENGINEERING ,,,,,,.....,.....—..--,.......,,...,....„—..........,,,., —.4....R.1— „.,,,...„ 'rz:z.-..;.-==.-:;..;---:.;=,:;;;.:,v,--------- . '' ....- • 1.74.,,-....,— 1.1-.-.7.th,'' ..)--,----•: .----' 4 '11 t SID..Walf tanny STIIII ...,.. -----— , rei...N' •. .. . . .r &TI g ...,..—' .... AAA.AwArs SIDEWALK WITASKIT(TILT Sr. '111-‘r.,A5C") LOASILSIDISAA SEKSION ... E i ----"_,__iI ,... , ,i.,...,,,,,,,,,:77,..,..-..r.rrz s-cvx:17.,-,....-4 -- SECtION AA-- =--.7ECTION•II-- -SAW.00.=ALL 1 SIDEWALK 10,7 ''' C 379_ ; GENERAL NOTES AND CONCRETE SIDEWALK ON CURSED ROADWAYS ol.2 6 Er, sr;ami"f!Lx4 s CONCRETE SIDEWALK 11/01,18, S22-001 1 OAS -0 B LI •, •, c'' 1 t III I ff=4,--1—n—RIF—F-,J1 _;," ,:.z.,_.:- ,— _ _ g 111111 .: in.nozs sioir. ) ' '"' ' ,..".. .24' •'--: , --- TTI 1 — :71...,---- 1 [: ,,.• ..--,_: , MU ---4-111--- ---,-- 1 I 11111 ... 1, 11111 ..__--- 1.1! 1.1..127 2025 LONSITUOIIIAS SECTIOS ..c...... "As WAD o7-Nas 1 uovat DISCOWIPA10113 SIDEWALK SONE a SICIAN ..1 ;:::::::::;,.OM NI•,....P.l u.., ConstruCtOn R. 1 of 1 A =NcooR c,— SHEET MASER CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS STD'AS'O'SA NS CONCRETE SIDEWALK AAA. AAA D-03 S22-001 2002 GPO JOHNS:.2j '�` ENGINEERINGe r. ��a ,� a°°`�°-n o CONSTRUCTION PLANS � ' _,. _, PINE RIDGE ROAD & I 75 gi Collier County IQ MAIN RELOCATION 1 +A\ li FOR � a �y COLLIER COUNTY PUBLIC UTILITIES + 1k} LOCATED IN ,y BOARD OF COUNTY COMMISSIONERS 1 0 RICK LOCASTRO-COMMISSIONER-DISTRICTI f� - '� SECTION 07; TOWNSHIP 49 SOUTH; RANGE 26 EAST CHRIS HALL-COMMISSIONER-DISTRICTS COUNTY,T O BURT L SAUNDERS-CHAIRMAN-DISTRICT 3 COLLIER COUNTY,FLORIDA Ma. �v DAN KOWAL-VICE CHAIRMAN-DISTRICT4y„ WILLIAM L.MCDANIEL,JR.-COMMISSIONER-DISTRICTS MARCH 27, 2025 / �•� COLLIER COUNTY CONTRACT NO. 18-7432—CE COCATON OF PROJECT U COLLIER COUNTY DESIGN PROJECT NO. 70289.1 ...— COLLIER COUNTY CONSTRUCTION PROJECT NO. 70289.3 Sheet List Table [ N Sheet Number Sheet Title All N r .o of cower w "11 oR a o 02 Notes S Legends \ I y r8 ILL 03 - Kay Map 4 ..•� '• ^�I 00 O i, 04 Work By Others Map '+_ '�'�� I W{ E K�C Pine Ridge Road 4t,3" 1 `d L 2 o 05 Ste 118+50 to 123+50 e/ w - a AAllit — ��' '2'0,U 08 Su 123+50 to 128+50 --� �\ 6� S De 2 2 U 0T Ste 133+50 to 133+50 c OB Sla 133*50 b 136+50 \- 3 O Ici a 00 Sta 143+50 to 148+50 l 4Ji 7 .I :R :afERST0ATE rIIIHE NE RIDGE IiiB UM.' 162 3 D-02 Soft !!�,�. � %�� "il�I"''' 3. THIS UTILITY ADJUSTMENT PROJECT IS ADMINISTERED BY ,,," FDDT DOOM [ ���I COLLIER COUNTY. i D03 I 1of1 PROJECT SITE T , llYa..�. ra-- 4. THE SELECTED CONTRACTOR FOR THE COLLIER COUNTY Z UTILITY ADJUSTMENT PROJECT SHALL COORDINATE Z r.' L'L~�JIZr��.�ie WORK EFFORTS.SCHEDULES,ETC.WITH THE FDOT 0 \7 'EN �/ PROJECT TEAM AND FDOT'S SELECTED CONTRACTOR(S). 777ddd '��� �'} •�� 't- ? IPt r• BID PLANS pierit ������ LOCATION MAP MG, E'_ N.T.S. OGLE way rt DESIGN CONSULTANT f -Ir.u.—a z.- Consootion Plans .�y�p For Information Regarding JOHNS�: This Project, Contact: ENGINEERING ° I WILL/AM HURRICANE SAUM, PE —An Apex Company— 01 GPI EXHIBIT K: PERMITS (Following this Page) 0 EXHIBIT K Rule 14-46.001 F.A.C. FLORIDA DEPARTMENT OF TRANSPORTATION December 14,2016 Page 1of3 UTILITY PERMIT PERMIT NO:2025-H-192-00087 STATE ROAD INFORMATION County: Section: State Road No: Beginning Mile Post: Ending Mile Post: Collier 03175015 SR 93 0.000 0.095 APPLICANT INFORMATION The Utility Agency Owner(UAO)shall be identified in this Applicant Information Box.When the UAO is a City or County and desires to have the Utility Builder make a joint permit applicant,as prescribed in Section 2.1(4)of the 2017 Utility Accommodation Manual(UAM),the Utility Builder shall also be identified in this Applicant Information Box. A Utility Builder alone cannot apply for a utility permit without the City or County adding them as a joint applicant. Utility Agency/Owner (UAO) Utility Builder(only applicable when the UAO is a City or County) Collier County Public Utilities Engineering&Protect Management Division Name: Name: Contact Person: Collier County Public Utilities Engineering&Protect Management Division Contact Person: Address: 3339 Tamiami Trail East,Suite 303 Address: City: Naples City: State: Florida State: Zip: 34112 Zip: Telephone: 2392521037 Telephone: Email: UtilityPlanning@colliercountyfl.gov Email: WORK DESCRIPTION The Applicant(s)requests permission from the Florida Department of Transportation(FDOT)to construct,operate,and maintain the utilities as described below and as depicted in the incorporated documentation. This project includes the replacement of Collier County existing 20" Non-Potable Water Main (irrigation quality water main) that is located in the center median •of Pine Ridge Road at the Interstate 75 interchange. The existing 20" irrigation water main will be removed from service and grouted in place after it is replaced by a new 20" and 24" irrigation water main that will be installed along the north side of Pine Ridge Road via directional drill , and some open cut. The p . . . (see work description cont. page) Utility Work No: Additional sheets are attached and are incorporated into this permit Yes 12 No❑ For FDEP certification,the FDOT agency report is attached in accordance with UAM Section 2.4.1(13) Yes❑ No(a TRAFFIC CONTROL(TCP) 12 The TCP will comply with the following 600 series index(es) 600, 611, 612, 613, 660 ❑A TCP has been attached and incorporated into this permit application in compliance with UAM Section 2.4.2. MOT Technician's contact information(may be supplied at the two(2)business day notification to FDOT): Name: Telephone Email: COMMENCEMENT OF WORK The UAO and/or Utility Builder shall commence actual construction in good faith within sixty(60)calendar days after approval of the permit application.If the beginning date is more than sixty(60)calendar days from the date of approval,the UAO and/or Utility Builder must review the permit with the FDOT Approving Engineer listed to make sure no changes have occurred to the transportation facility that would affect the permit's continued approval.The UAO and/or Utility Builder shall make good faith efforts to expedite the work and complete the work within the calendar days indicated. Anticipated Start Date: 7/1/2025 Calendar days needed to completed: 730 CAO Rule 14-46.001 F.A.C. Florida Department of Transportation December 14,2016 Page 2 of 3 UTILITY PERMIT PERMIT NO:2025-H-192-00087 APPLICANT SIGNATURE By the below signature(s)the UAO and/or Utility Builder agree(s)to construct,operate,and maintain the work as noted in the above Work Description, shown in plans and incorporated documents,in compliance with the UAM,all instructions noted in the FDOT Special Instructions Box,and special instructions incorporated into this permit.The UAO and/or Utility Builder declares,the location of all existing utilities that it owns or has an interest in,both aerial and underground,are accurately shown on the plans of the work areas. In accordance with UAM Section 2.8,the UAO and/or Utility Builder further declares that a letter of notification was delivered to the owners of other facilities within the work areas and that those listed below are the only facility owners known to be involved or potentially impacted by the proposed work. Date Notified: Name of other facility owners(attach additional sheets if necessary). 3/19/2025 Collier County Traffic Operations 3/19/2025 Collier County Technical Systems Operations 2/4/2025 CenturyLink 3/19/2025 Collier County Landscape Operations 3/19/2025 Lumen Utility Agency/Owner Utility Builder(when applicable) Signature: STEPHEN SARABIA(digital signature) Date: 4/1/2025 Signature: Date: Name(printed): STEPHEN SARABIA Name(printed): Title: Title: FDOT PROJECT INFORMATION Pursuant to UAM Section 2.1(10), the utility work is within FDOT projects listed below and must have a Utility Work Schedule for each project approved prior to commencement of work within the FDOT project limits: There are NO FDOT constructions (proposed or underway) . This work is related to an approved utility work schedule. FDOT SPECIAL INSTRUCTIONS In accordance with UAM Section 2.7,FDOT incorporates the below and attached special instructions into this permit. No Lane Closures Between 6am and 7pm Additional FDOT Special Instructions are attached and incorporated into this permit. Yes❑ No IM PERMIT APPROVAL By signature below,FDOT gives permission to the UAO and/or Utility Builder to construct,operate,and maintain the utilities indicated in this Utility Permit in compliance with the UAM,all incorporated documents,and special instructions.Any changes to the approved work must be approved by the FDOT's Approving Engineer and attached and incorporated into this permit in accordance with UAM Section 2.11. Approving Engineer: Randy Weng (digital signature) Date: 6/5/2025 Name: Randy Weng Title:MAINTENANCE MANAGER/PERMITS Notification of Utility Work to be provided to: Telephone (239)985-7814 ext. or Email: Erik.Harris@dot.state.fl.us An FDOT Representative is required to be present on the worksite prior to commencement of work.Yes No❑ Rep.Name: Fidel Herrera Telephone 2398956910 Email: fidel.herrera@wwebber.com CAO Rule 14-46.001 FA.C. Florida Department of Transportation December 14,2016 Page 3 of 3 UTILITY PERMIT PERMIT NO:2025-H-192-00087 CERTIFICATION I,the undersigned UAO and/or Utility Builder,hereby CERTIFY that the utilities were constructed and inspected in compliance with the UAM all incorporated documents,and special instructions.Pursuant to UAM Section 2.11,all changes have been approved by the FDOT's Approving Engineer and incorporated into this permit along with all other material certifications,test results,bore logs,approved plans changes,as-built plans or other required documentation. I also CERTIFY that work began on and was completed on and that the area was left in as good or better condition than when the work began. Utility Agency/Owner Utility Builder(when applicable) Signature: Date Signature: Date Name(printed): Name(printed): Title: Title: FINAL INSPECTION OF WORK ❑ The work was inspected and found to be in non-compliance as noted below: ❑ All issues of non-compliance listed above have been brought into compliance and/or FDOT has no outstanding issues that need to be addressed by the UAO and/or Utility Builder.However,this final inspection does not release the UAO and/or Utility Builder of their continuing responsibilities pursuant to Rule 14-46.001,the UAM,all incorporated documents,and special instructions. FDOT Inspector: Date: Name: Title: CAO PERMIT NO.: 2025-H-192-00087 The complete Work Description could not fit in the space allotted on Page 1 of the Utility Permit so it is displayed below. Work Description This project includes the replacement of Collier County existing 20" Non-Potable Water Main (irrigation quality water main) that is located in the center median of Pine Ridge Road at the Interstate 75 interchange. The existing 20" irrigation water main will be removed from service and grouted in place after it is replaced by a new 20" and 24" irrigation water main that will be installed along the north side of Pine Ridge Road via directional drill, and some open cut. The project also includes work to monitor, guard, and protect Collier County's existing 16"water main that is located along the south side of Pine Ridge Road. Relocation of the existing 20" irrigation water main is required as a result of FDOT's 1-75 at Pine Ridge Road interchange improvements project (Financial Project ID: 445296-1-52-01). A Utility Work Schedule has been signed by Collier County and submitted to FDOT. Lane closures of Pine Ridge Road are anticipated for this project. work description continuation page CAO PERMIT NO.: 2025-H-192-00087 STATE ROAD INFORMATION: Collier SR 93, Section: 03175015, Begin MP: 0.000, End MP: 0.095, Collier SR 93, Section: 03175000, Begin MP: 55.928, End MP: 56.680, Collier SR 93, Section: 03175013, Begin MP: 0.121, End MP: 0.346 NAME OF OTHER FACILITY OWNERS/DATE NOTIFIED: Facility Name: TECO Peoples Gas - Ft. Myers, Date Notified: 3/19/2025, Facility Name: Summit Broadband, Date Notified: 3/19/2025, Facility Name: Comcast, Date Notified: 3/19/2025, Facility Name: Crown Castle NG, Date Notified: 3/19/2025, Facility Name: Florida Power& Light, Date Notified: 3/19/2025 FDOT PROJECT INFORMATION: There are NO FDOT constructions (proposed or underway). This work is related to an approved Utility Work Schedule. THE WORK WAS INSPECTED AND FOUND TO BE IN NON-COMPLIANCE AS NOTED BELOW: continuation page GAO JOHNS I VORIa ENGINEERING �I' 1 —An — PERMIT PLANS �.� � ('� PINE RIDGE ROAD & I-75 ��IA:� ii u� Collier CountyIQ MAIN RELOCATION ;' , i FOR mil ` COLLIER COUNTY PUBLIC UTILITIES + 1 LOCATED IN ~BOARD OF COUNTY COMMISSIONERS q � �,�,,., ar, RICK LOCASTRO-COMMISSIONER-DISTRICT 1 SECTION 07; TOWNSHIP 49 SOUTH; RANGE 26 EAST ^�^^' 0 CHRIS HALL-COMMISSIONER-DISTRICT 2 al O BURT L.SAUNDERS-CHAIRMAN-DISTRICT 3 COLLIER COUNTY,FLORIDA =► Lb)DAN KOWAL-VICE CHAIRMAN-DISTRICT 4 `' WILLIAM LMCDANIEL,J0..-COMMISSIONER-DISTRICT S MARCH 27, 2025 / 1 pp COLLIER COUNTY CONTRACT NO. 18-7432—CE LOCH TON OF PROJECT U COLLIER COUNTY DESIGN PROJECT NO. 70289.1 -- COLLIER COUNTY CONSTRUCTION PROJECT NO. 70289.3 Sheet List Table Sheet Number Sheet Title I`- _ N i i A 01 corer \l r / §qp o 02 Notes 8 Legends U LL 03 Key MOP A.� • • 1 O c 04 WorkByCWSMap r� _ Was _ w • E Al 05 Pine Ridge 118.50 to 123.50 \f h 11h 2'C M.'i'1 .•:mi. .-4,'•—� (} - .� A 0e Ste 123+50 to 12e+50 _ 11e _ . Zii OT Ss:128+50 to 133+50 't + "�l) c d O 0e Su 33+50 b 13ee50 V� dPROJECT COORDINATION NOTES:THTY AOJUSTMENTS ARE REQUIRED TOA � I`�tDetaOIetl' 111 D-01 of 2 m i!iIiIllhIIIIII! I 1 ' 2 ""0-02 012 1,'� �� l�Illl 3. THIS UTILITY ADJUSTMENT PROJECT IS ADMINISTERED BY III K. THE SELECTED CONTRACTOR FOR THE COLLIER COUNTY OR I FDOT Details E 1 COLLIER COUNTY. i D-03 1IN1 PROJECT SITE If UTILITY ADJUSTMENT PROJECT SHALL COORDINATE Z1111 3 CJ;1 r,. i1Lu C WORK EFFORTS.SCHEDULES.ETC.WITH THE FOOT I+� �7 ��� �/'—; PROJECT TEAM AND FOOT'S SELECTED CONTRACTOR(S). I L-- ' 'i �t 1 e�='� ? } � NOT FOR CONSTRUCTION ©��11 LOCATION MAP ^ N.F.S. DESIGN CONSULTANT ^,�,..cw Construct.Plans JOHNS:]• ] Lu er For Information Regarding ENGINEERING '"'rr"""" This Project, Contact: WILLIAM HURRICANE SAUM, PE —An Apex Company— 01 CAO d ABBREVIATIONS UTILITY LINETYPES °"`""`ware' JOHNSGE F PRoToop x.wr,,:xvw. Torvnnax,roEa.EnaaE"rlanLo.,wa.Tm Pawm RNMEC. 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"er"ex,[n 02 YP1/40 I b JOHNS1E IENGINEERING / \ r li / • • i '4 a /i, p a -N O .^A , o SHEET OS SHEET 06 SHEET07 SHEET08 SHEET09 SHEET10 SHEET II STA 110+50 TO 123+50 STA 123+50 TO 128+50 I STA 128,50 TO 133.50 STA 133.50 TO 138.50 STA 138.50 TO 143+50`_ STA 143.50 TO 148+50 STA 148+50 TO 153+50 0 T' Tr'I T1� y ^ c i - __ i ice_ 1 I I "�O w II II -^-Tf�l �-., I I I I I R0 41' .�LL PINE RIDGE RO i II _ -yl_..._ -._.--� III I I PINE RIDGE °0 CI t Tilaillb - • i _ I_ ..,: 4, 4i 4 ii U t It _t. z O NAPA WOODS WAY W D r Z 2 Q O mm 4 x` v z ¢ a 'fit I i� . ` z /n Canstruction Plans 4' yMy Map t $ i 1 03„ CAO ' \ b JOHNS:NG ENGINEERING M .mwm— / .222 &B o3� ,r✓TEN0EC DiSPUY SG 30 WORK BY OTHERS LEGEND � PROPOSED ROADWAY I I F PROPOSED DRAINAGE m � D PROPOSED POND [� �U ''�' �\�\ o o E z �9 U 0 POND2 SHEET OS SHEET O6 SHEET OP SHEET OR SHEET 09 SHEETIO SHEET II w STA 118+50 TO 123+50 STA 123+50 TO 128+50 STA 128+50 TO 133+50 STA 133550 TO 138+50 STA 138+50 TO 143+50 STA 143+50 TO 148+50 STA 148+50 TO 153,50 - 1 1 =ice'-- T z PINE RIDGE RO 1 �—_ 1r� 11 .. 1—PINE RIDGE RD O O C 1. i . . ------__ ',Pril cr.] 14 i it i , o ,r. t 1`POND 1 `POND3 / O a `.ftrM' I j \ y ® NAPA WOODS WAY Z Ov n 58 EC E ,Y :mph'^�,�4 '.�;' 0%�/ /((( T ,'tom .. v 2 // FEF NO. 01.4928 r. As saw Ey 9 Construction Plans § ...�r<dy Others Map 1 \ / i E `.r.:T .e ,,..a $ I 04 CAO i W OR K BVOiHERSLEGEND N JOHNS:2 i ; •> PROPOSEDROADWAY O ENGINEERING .• 7,7 ( !' PROPOSED DRAINAGE _..._ —AnM..COb.W— /i ,. — •o._-----'° PROPOSED POND ..g a'r 4 p.o r.c JLr n :> . _ zrawcw„--- y_ _ -- -- 1 Y -- — , a , o a i DISPLAY SGLE �I pp.., xAaxo 00 ,.�w m�„ - ,oKu.'AO,un..a.ni-,PO = - = PV T iio.i..s.::,...x,o: ,, o ,oxIxa E a -- ro�au.� - s. „ AE.Raµoon T FONTS NOTES BE LOCATED - "'rg -- - : DU RING A, rr Lam.. . ••__ • N - E^ � � x .seaxopla • ? lr rf PINER E RD EE•n� 6)0 ._ ._� ^' 1 + Ia 1\-zvr—,•=40. c ..nurvus " ' rowu y tt ,A[* U s—,..---,... ;-..tea',...-,„- ,_, "...,______._ .._____-.—,,_ _.—_".,„________�—_,_,_ 4___��_.•—r_ I n m a e.5 o LL .— I I I I - __ Pine Ridge ROM Su.11Sa50b Sb:1Z3a50 _ _ --_ �..r..v...e,r,.., K� 1 9 U u..-----------—--------------— --- a4o o e.w � (a_ _`1 afllll t I) • n.tliam �— N .1r oaa, I III R 11B•b Wro C.oss Beckon A-A wb Cross Section&6 ,A.b Cms.S+acton CC Z ©,,,, e _ .� ..[,pan cwtf 0 [ now uuos S __ �10 10 eA 10 .a ,o— .aA 1O 9 ^� pcw.: ....a.. ' Ip .nc WI. i Co Flare PineOe RA Ridgea Road SIC 113a50 to owo aso aao o•b a a •wr1 w ns.� 5 x� a iresn 05 CAD IIWIIIIIIIIIIIIIr".IIIIIIIIIIIIIIIIIIIIIIIII"Illii.III.!111!11-1P77;r'...--c — /- I. a — — j.. y--. WORK BY OTHERS LEGEND JOHNS:'.�j� .,.... PROPOSED ROADWAY s I ENGINEERING E _.. _ __ PROPOSED DRAINAGE _ PROPOSED POND - . I 11 _- ` z a If-' �.Ra n., BPL INTERIM ' SCRIAE a ` I Q LI_o w : y _— sIq BA THE CON4Agi ouR':0 ONSTR �. - -- — E.ER RE Ea.q D.,NTE��ABED • ENSURE BE o PUMPED 20.10 MAIN FOR _ - ABKNDDNMENr o. F \rTDBcuuM' PINE RIDGE RO rl VVVV • ,, _o c I I G C U LL Pine Ridge Road Sta:123+50 toSta.120+50 .....i..u.,...��. N p Cosa satloD D-D E• ./ a o m oQ 10 to a[1111 .,FILL..�.T.Bwawal � �, _ Fla rccw„ 2 : o ! a.w 0.1 w 0 o D Ill • S . \\\ 431111 ein.e{ a.na m cx DIREOT0-ROP DRILL INFO (IC All: uawvw, 24. 10 :.III R ENTRYA TO NGLE TD9TNJCE -- \,� `- -- - -- -10 a•ENTRv1EMT ANGLE \\\ Construction Plans a,troo'HORIZONTAL RAAL DIUS INCR OMPPOUDINDI ` Pine Ridge Road , sv NY DEPTH UNDERPTH EM TINO O MAW_ RAs Sta t23+50 to 1. 144401 A IS MIN DEPTH UNDER 1-25 M W_LA 2e so 120.000 LSS MAX PULL BACK PIPE BALLAST MUST BE USED DURING PULL BACK r. 1 12,00 1E000 1:4.00 I2.0.10 1..30 120.00 ,m.EO In.aO I:T.sa ..00 120+00 06 y, i / 1 / r WORK BY OTHERS LEGEND a JOHNS: �/ ,'' ? // / (� PROPOSED ROADWAY I ENGINEERING r' a �. .. .,.... � �' des E PROPOSED DRAINAGE - —MMa�PW^Y I // ee° / TO Cr'." ' 11�/ PROPOSED----I _ .,_•0,,,- POND�•" O " ' L _// _Veik lea. ../ • ' A..,, t , •e , \ t( Ana, — 0 ,o o,_ gD w _w 11 ear',, ., * d`"• d_ --r-.._ _ BnPLAOUT NorEsp w i r- 2� --' s'�, cl 1u/� r + \ _ .z --= y________L o__e{_____- TRUCCON.Toad a jam, /[ aEnRa.N =y '; r YrY�b O_, d ail►* ! _ \ - ENSURE GROUT IS PUMPED TO O -�- �A�' iw�- '�� riC!1` �•— —_-.._�..1�w -Y •'�' _ E ENnBe C..) �. a �.e e _s ` `� �,`\\ ! \` 1�_ O,NM FOR ABANDONMENT. Ei0 v I® PINE RIDGE RD iiiiiiMiti %R 11.1 Fs O.O dl Pine Ridge Road SD 128.50 to Sta:133+50 ....a.......�.. 00 p w woaco c��ac .. a N ow arwroxoa+wx er.Hw.wu.eww n ao--, n.oMras ___ xcva aw al \ 10 a Eaan.a�.oP.o _ N�wa, a�aoa�a.eaeE _ 10 i ! lIL e DIRECTIONAL DRILL INFO: Sr 10-NDPE DR) Sc a Milli 3 R VERTICAL EMTAANGLF ENTRY TO LE DISTANCE RADIUS L 3NCONPGUNDI O0W'NORIZONrM RADIUS NON-COMPOUND) . 50.MIN DEPTH UNDER REXISTING ON NES PILE SO. 01.2. ] RAMPS Ware. Ad(WPM G DEPTH UNOE A-10 10 sT Nu K Construction Plane PIPE BALLAST MUST USED DURING PULL BAD yaoje¢f _..... __. _.. Pine Ridge Rood 102+50 - 3,15-More r laa.w ,za.w ,gym 1m.w ,��09 a+, nso ,e/oo 132 ,>; ,aa.w 07 CAO) II WORK BY OTHERS LEGEND JOHNS(21 1 IN,.... \ PROPOSED ROADWAY 0 ENGINEERING + • i 1 �> PROPOSED DRAINAGE ----- —aaMa,Caap.5— 1 ?WI �/+• { R r;.'• PROPOSED POND ® 1 n r ✓ � I ., O .O ' t ✓ ,• is i // %✓ o I E LOCATED REnBY THE ENDGRouw` i l"'�+ CONDUCTORDuwNG1,... i ONSTROCDON.x ` GRO ,B THE 3.1 POINTS SHALL BE U F. —I AaAGGNNENt. ��:�.> ,� .121 sss — -— 1 U + PINE RIDGE ao 1 11 11 pAn ii I moo I v 0 LT a e—y.. Pile Ridge Road Sta:133,50 to Ste:138.50 ..r,- n..,r, e c 0 it 0 10 FIL=nos •wasxmas oars 10 iI1111 11 1111 it g- it 6. DIRECTIONAL DRILL INFO: w10 n,,,,}5 _. _ 34•10 HOPE DR7 F: 3331 L.P.BMav TO EXIT DISTANCE - waist.ro.mxwPau M.O. or+P.n Bwo VERTICAL RADIUS INOwa+ePOUNOI ....e uexO.w -10 AWN HORIZONTAL RADIUS INON{ P<RAVEL $uxo) -10 PS ConsaLcdon Plans 30'DEP.UNDER DUSTING ON/OFF RA1.I -. Pine Ridge Road i 5 MIN DEPTH UNSER CANAL BOTTOM PPE BALLAST MUSTPULL BUSED DUPING PULL BACK Ste 133+5010 Pally 138+50 _— — — — , 1.� -- T 13.30 08 CAO • IIi(iK!! ' 1 ,.\ Ai / \� D I�3° ii a -I----� } ;,.. '- - ..::-a: ' \'. .k ` a\ �s� ?i�i.cl�,Pwur.s ioe / a i I 1 ms \ ! ' .a, eW— O,NOTES: BE LOCATED ,N f V 1 �NaRDc gNTHE �� 7\7 .iai a jr..d * v ETELY FILL EENTIRE:Q *ter.___ - "'�``..._ #C�:�� r_'��� ��19 i , T - ENSURE GROUT IS PUMPED TO 20'10 MAIN FOR C ABANDONMENT. tii 4.:.u. �� p PINE RIDGE RD I L]L�..r.T - _-- Ig �- _�'' f m°o ILL N Pne Ridge Road Ste:138,50 b Ste:143.50 N� � .._ _ 'cv a"r nxo%rwweeorr%rc U PROPOSED . X" Foe K.aaxrol N E41.., Iron.WV. Tmn�ocnoc,n l ,o o ._ r,--p r=J P aHEll d __... ... _.. 'offal 5 U $ R 911E11 A DIRECTIONAL DRILL INFO: wrt. u.wcen.an] rzr 0-HOPE DR? 2]]1 LF ENTRY TO EXIT DISTANCE B.ENTRY/EXIT ANGLE FILE NO aiwx -..-.. x.ue: u>mn. DIUS PROJECT NO MO.,. -10 50'MIN DR¢HUNDERAD NALBOTTONPWNOI 1 .. -10 ConebucDon Plena IS'MIN TTOM 3P DEPTH UNDER EXISTING oN I OFFF RREANOS Pine Ridge Road 1]0.DDO LBS MAX PULLBACK E S1' 10 PIPE BALLAST MUSTBE USED DURING PULL BACK 143,50 A P,P �� I r 09 a � EB , � L,� wo .00 10,50 CAD .'ry,rr �\`.\> • ••1 \ ,1,, -'•�_ WORK BY OTHERS LEGEND a JOHNS. J "r a \ Qx '1 t^0 r f \ �� lir f�I PROPOSED ROADWAY OENGINEERING „�• > \\> `N \ r. 11 \\t .^ J/, Y�rr\` �PROPOSEO DRAINAGE ........... I -AKAP...PNry- rrr '\ • \wr r i' ,+r PROPOSED POND ®Y`rr sort so i v� wv� .. • -rr drr __ �"" mvm¢ FI/ r ---� 1u� "`>w`^ar 1 *.., -___•' _ \ •ram• J !`II elr,.wr'\ .—r`r-- rsr - .� .w* * e w• .r_ 0`-'rrr • - gl N r _ Ya r'B. .4. .� „4 */rrr rs.s �er \vrr 11 i ��\_ - _____ - __ 1 II p____ -_ -- _ 7.]x a iR.MOPE oar r:111 v f' Fpz\rr ▪ • J ' OEO Oi5PUY 5fNf d °s a 4 t �-�V ., - w j xn-P r.w• _ . r07t ♦ A.M 1nenxR,wo oRNln Ho . __.------_.. —a e:a+ae....n.,.,�s,• �,._.I> "�'"" / > E.,u p�u' - -- 1 DURIND y V I I-75 ON-RAMP ■I� _ =>C1�[• [-/ .�_'�-�•+c,.r.�. 1, 1 z9Y .� =---- • _�� � ' �3 UT IS PUMPED TO ouoRE^MAINE THE ExnRE v - �_� OR � �Fac 1 tr..r..2,/ z=sz x..Nx PINE RIDGE RO ' ' PO U1.1ux1 I :-.77.4.7.7.‘er.xnKl 1 O r� .a Noeury vN.c ` ice ), i I o5 LL R ',y 1 Q O Y Pe Ridge Road Sta:14S.SOb S1a:,48.50 ,.rx..n,,,,r., N W - -- -- - - - C ss Sea'wn E-E rn c 5ua.UEw9 • o U w.axmcapx tiiin �rNN.R�Ea _ ..,w to 2 v // aaWxAr 0 `gi' �wEN nrNaoo°x'rwe L: :? ° 4:® �o 10P.e DRIB 9 me,'.t Bayer am:.-„r„r. oo..aiot. R NN i R - DIRECTIONAL DRILL INFO: waa c•sB . u•10•HDPE OAT S :11LF ENTRY TOEnE g TDISTANCE 401111 i e•00.VERTICAL 2025 4.000 INHORIZONTAL THUNDERADIUS 145TRAuL LANES No SE wn. r„ Sa MIN UNDER FTS TRAVEL LANES €€ aaa ���� Sa DEPTH UNDER Ensnmc ON R.wPS it 814 9 II " w°i° IS MIN DEPTHUNDER...BOTTOM .g ih �N -10 PIPEs LUST MOST PULL USEDD RIND PULL BACK - s ,D Construction Plans ., .. Pine Ridge Road Ste 110.50 to IBp11 - 148.50 8 40.50 144.e0 u.100 1..n50 1.5.00 .T.100 14,50 1..00 I.B.50 10 Op,O / ; - -J, Y- -- woRaero OTHERS LEGEND JOHNS �i 1 at--. I -MApvfalnpany- ` J ` '-- -^'^' IPROPO USED POND I I`--� ' INTENDED SCALE "---- as «a aosPur 3 a ,: ., °eofif _ ago, f _ ° �R "o»nA , Q z fix:per:,:-w Y paEa rs.._ i. oRa v _ _a,ou Re�are eanw J - aI. GROUT POINTS TO BE LOCATED waxla �LL T. c.r.u.•aucsco In NOTES: - J�o } I R. Roc.POINTS S AT LS TO �._ ---- r - sue, ' ENSURE GROUT LETELY FILL THEEN,RE v l% PI�' e,n .en rool aw 1 t �I! • I �, .....w+- PINE RIDGE RD 1 I o 1 �/ + I I I f -'t... oC:= . 1 4 I I 1 ! tr y Ci E C Pine Rage Road Ste:107+00 to SIa:149.20 _ ,.,� .a 8+Pine Ridge Raatl Spa:1450 to Ste, 15q..,,..r... C_mss Sectio- O U 20 ®]0 20 20 J - C d • r I 1 uro w10 . ev.crE e:7'7= A �a /1111IM __... n Fo.o.;ay.. o,�aaaeaCEaeR.a atl1111 1 ® 0 r '�® Nwr _ 9 10 i��� ,a n o„n�a.w.o� � ; 10 z Iiv __. _ _ ru.anasoar. N polo•o.,-,—,UOCEm w 11111 --. amovEEx avo Ne .. w -arm-,Fe 2 .0.REDUCER E - -- ` o.00 04S0 I.1. 0 0 DIRECTIONAL DRILL INFO: Cmsa Sectnn F F ¢�,,,, } 0 N,Rr TO EXR DtRTnacE ° ENTNa am. DATE WA.21 2025 �us(Nwco awlNo) ,0 ��44�,0 IT OEN.UNDER 1.7.5 TRAVEL ONaRrWRu.I ev�E. uN�ow ' 15,MIN DEPTH UNDER CANAL PULL BACK FORCE I(`�'`\ Construction Plans BALLAST BOTTOM 'MUST SE USED DURING FULL BACK ® `n-p ovcoR1. Pine Ridge Road PPE • :.n.rortasr Sla 14111e50 to -II o@t$( -10 1 11T.00 11T.50 14S.00 149450 149.00 ,.S.zo 14a.50 ,.S.DU ,.a.,a 1550.00 a.aa Ran 11 OP'S ,r. m... JOHNSQ ENGINEERING 7.�77� —A"AVQ�nro— L N..o.w. .A gi . p���_ � J e _mM.�r, _ -_ —.—.. a.mn� LL ., � my. amwar .mRvu am. .w w m —. .. vw ,. .•-� r a. ..w ......r Y NEW D EXISTING PIPE-RESTRAINED JOINT � :2 «^UNPAVED AREA TRENCH ` e��.,a FFACKFII I DFTNI smw Imo:.:pMRmE5aa2.'1 �� ro G I PIPE SEPARATION DRAG ,GA At. GE PIPE DONDIPT DFTAII _ .00. TYPICAL sir +u..%�0 mam.rn,Joo. m �@�A SfTTINC Dr.& �'°A�° G r C '4 O �E LL d)1 a m�U __ a K M N vc LENGTH IN (I)�x O 3 y m ,m ..m M" DXIXDNT xININeN n.E RANG a T PROFILE PR�FI R n , ENGRI I I� .. ., w wD REDUCER aI 11111 Y Be, ..... ' i� • v ...... ...,.��= ,:I mmo .. :PI,'wt.= se e= VERTICAL nxn nLApC V m.....a........e...,.R. 'a••®•••• w... a fr....e e^ 1: rry vuw N um". oxv w lN Conacuen Plane �""'""" DiS y� 7� "p M Collier County Details TYPICAI HORIFONTAL DIRFCTIDNAI ..i.a I w. TYPICAL SURAOIIFOIIS HORI)ONTAI E AIRAOUEOVRWATPRMNN AND K2 RAIN ARV le 1 cwa,+ G-8 G.__ G-9 VALID:TAA 8 G-9A PIPE RESTRAINT SCHEnUA G-12 D-0 DRII L(NM)UNDER A ROADWAY p,e, DIRECTIONAL DRILL(HODl a GPO awPP',7 x m: r JOHNS: cxa"°r'TPOq�"�T' °�""°`�"w` � ' ENGINEERINGN fgror � jgj : —IFOR IO MAIN iJ ! I51 STONE 1 FN..eeNNeuo,N NE Nnsa IT Tema roan am e*. Rw aw°F T P 1^°'0 , ...a qy°....�. �+___— smx—.n4 F5 N • mea (SEEWu .wvRwr xaYv .,+n+..+.. W"'..a.a+w.°,—m.°..T=gl ZONt aT -m.mtyy Mob`•I£EmnWdlr. - _ m.m-m.•T°.m- d /uvnxc vaPls ewss® b__nui ato Mmewvwt w ••'••"••' ••m•�•m•• ,•••+•I/1m•v•••• RECIAIMED.RAW AND SUPPLEMENTAL WATER ^+.=• ^^"+^"^^++"^ AIR RFJ FpSE VALyE DETAIL W, NP 4 rnxx[rtlaM To,Mmwc ROTA SAD _ 34_ M R aIP ca.c - MOOli a3AU5.10i] Te.°cO �axnoxl .n u- ru. ' . r _ COLLIER COUNTY »t. T � /7i'% 4� Q �A 1 IRPo O NWATER 9�U O p CROSSING X)C )r�'sRn EC `f, A, UNDER-_. UNOERCANAL J o a_o Jaim . .---yA VE ABANDONMENT \'ct`'''txt', ett ro.T"Eit`."-4° ill ,,, -- .,..—i,.4 il Willi r .............. ',.:.`: N. CO RATION ROTA! .4 CONTRACTOR SHALL INSERT THE ACTUAL DEPTH OF THE rxA. Aea,vvr, u-.+� .�.♦ ^^'�`v'� UTILITY CROSSING ON ETHER SIDE OF TIE CANAL BANKS. cm ...,.°°° ..,++.x+, �. 2. A MINIMUM OF TWO(2)WARNING SIGNS ARE REGAINED, Construction Plans -. ° p1Y° ONE ON EACH SIDE OF THE WATERWAY. }, CONTRACTOR TO SUBMIT MID GAIN APPROVAL OF SIGN COIN.,County Detail. I AIR REI EASE MOI yE ABANOONMFTNT SUBMITTAL PROOF PRIOR TO FABRICATING AND INSTALLINGANNA ARV ABANDONMENT DETAILS TIE WARNING SIGN „E,�xnre°x IO WATER MAIN ABANDONMENT SUBAGUFRIIS CROSSING SIGN nrrulc U-1 ➢GINIE U-Z 1 D-02 JOHNS 12 ENGINEERING ,,,.......,—,..................,—,......,..,.., —A.API.C.WY x.r.scrowee./...o. PX...=rja r,--_--: ,........, -^i 71] gi ..... SIDEWALK*ITN INIUTY srarr 11, ............„,.. .......--......... F. 4—, . . 1''IWIT, ..... ,......_ acwoiruowN.sEcTioN , , ..._.. 1 -.II I, I"r"T - • L- 1 7-7- --. L — 1". i 'i'.4.-....m....r....:VAT::=2..........14, ! SECtION••• '...r......."...'... L[&' . I SIDENALK POWS _,_g 2 I GENERAL NOTES AND CONCRETE SIDEWALK ON CURIE°ROADWAYS Wil STAN'DA"11203-1,2!ANS CONCRETE SIDEWALK 2w2a. won 11/07/18 i S -001 ID/ EC c.2 s I-1--,Q __,,..,,,„,„,_ -71 :%7=7 t.,I E 2 45 • ' Hi • ! mit i • ' , E 0 ffEnRi1 1-7--D-1 .4) >,// _ \ - \\\:,...._ /— —.. IIIIIIII 4 ILO ;77..,7„li'lv1111 1 IIIII g IIIII 1 LaNctruiNNAL SECT,. ,,.... 141.C1 X0=MOM 444 MEM 07-6637 iUBE. oescormvuous SIDEWALK sue ASStiam %O.: Constmston Plans ff FOOT Details 'L.,, ' OT'"''''''..'"... 1 of 1 1 '?api,..'"FL:s7OZTOtrl;TTOOOOLOO:es:=1; s CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS CONCRETE SIDEWALK rd. man S22-001 2 of 2 D-03 ONO Docusign Envelope ID:C98B8EBE-EFF2-42DF-816E-D4A0C8149F2B Rule 14-46.001 F.AC FLORIDA DEPARTMENT OF TRANSPORTATION Page 1 of 5 UTILITY WORK SCHEDULE December 14,2016 Pursuant to Section 337.403 F.S.,the UAO and FDOT agree to the UAO's need for relocation or adjustment to its utilities and FDOT's need for a schedule for the UAO to effect the relocation or adjustment.This utility work schedule is based on FDOT plans dated in the project information box below. Any deviation by FDOT or its contractor from these plans,may void this utility work schedule.Upon notification by FDOT of a change to these plans,the UAO may negotiate a new utility work schedule.The UAO agrees to notify FDOT and the contractor in writing prior to starting,stopping,resuming,and completing work in accordance with this utility work schedule.The UAO shall obtain a utility permit and comply with requirements of the 2017 Utility Accommodation Manual(UAM)for all work done under this utility work schedule.The UAO is not responsible for events beyond the control of the UAO that could not be reasonably anticipated by the UAO and which could not be avoided by the UAO with exercise of due diligence at the time of the occurrence. FDOT PROJECT INFORMATION Financial Project ID:445296-1-52-01 Federal Project ID:N/A State Road Number: 93 County: Collier FDOT Plans Dated: April 2,2024 District Document No.:1 UTILITY AGENCY/OWNER(UAO) Utility Company: Collier County Water and Sewer UAO Project Rep:Stephen Sarabia Phone: 239-252-5923 E-mail:Stephen.Sarabia@colliercountyll.gov UAO Field Rep:William H.Saum Phone: 239-461-2414 E-mail:whs@johnsoneng.com UTILITY SIGNATURE I have reviewed the FDOT plans referenced above and submit this utility work schedule in compliance with UAM Section 5 and agree to be bound by the terms of this utility work schedule. McLeanMatthew W4 « .1 UAORep. ..rizn,,.o m. Date—/—/ Name Matthew McLean,PE Title Division Director-Public Utilities Engineering ENGINEER OF RECORD SIGNATURE I attest this utility work schedule is compatible with the FDOT plans referenced above. irj<• EOR._ i ---�' Date 8/1 /2024 Name Brian Zimmerman,PE Title Engineer of Record APPROVAL BY DISTRICT UTILITIES This utility work schedule is complete and acceptable to FDOT. FDOT Rep. �Ularjv,A..S(,.t.lfdn. Date O$'/01//2024 I 8:33 PM EDT Name M. Blayne rSielton Title District Utility Administrator SECTION A:SUMMARY OF UTILITY WORK The below days are the total numbers of days shown for all activities in Section C of this utility work schedule.The breakdown of how these days are to be incorporated into the FDOT project and the dependence of these days upon the completion of other activities by the UAO or others is shown in Section C. Days prior to FDOT project construction:0 Days during FDOT project construction:203 ONO Docusign Envelope ID C98B8EBE-EFF2-42DF-816E-D4A0C8149F2B Rule 14-46.001 F.AC FLORIDA DEPARTMENT OF TRANSPORTATION Paget of5 UTILITY WORK SCHEDULE December 14,2016 Financial Project ID: 445296-1-52-01 Utility Company: Collier County Water and Sewer FDOT Plans Dated: April 2,2024 SECTION B:UAO SPECIAL CONDITIONS/CONSTRAINTS The existing 20"NPW(Irrigation Quality)main located under the existing Pine Ridge Road pavement will remain active until the replacement NPW main is installed and placed into service.The installation of the replacement NPW main cannot begin until Collier County receives all permits required for the installation of the new NPW main that will replace the existing.A portion of the replacement NPW main will be locate underneath an existing wetland,and therefore an environmental permit from the USACE,or verification from the USACE that no permit is required,is needed prior to the installation. Call the Stakes&Locates Section at(239)252-5924 for any questions or concerns about a locate ticket. Any damage to Collier County potable water or irrigation quality water facilities should be immediately reported to the affected operations section: •Water Distribution Section—(239)252-6245 •Irrigation Quality(IQ)/Reuse Section—(239)252-6284 Special Conditions: 1.Notify Water Distribution Section at(239)252-6245 72-hours prior to construction start of Pond 1 and associated Stormwater Culvert,and 72-hours prior to the construction of Pond 3. 2.Notify Irrigation Quality(IQ)/Reuse Section at(239)252-6284 prior to contruction start. 3.Collier County's relocation work for Action No.2,3,4,&5 is contingent on the approved wetland permit.The non-potable line(IQ)will remain active during construction of this project.Once the approved permit is received,relocation work of the non-potable line(IQ)will begin.Maintenance of traffic/lane closures/detours will be the responsibility of Collier County when outside of FDOT's contractors Temporary Traffic Control Plan(TTCP).Collier County to coordinate this directly with FDOT contractor if the relocation is to be performed during FDOT construction activities. 4.Activities include but not limited to:Monitor=Collier County employee or representative will be present and Guard/Protect.Guard/Protect =will include,but not be limited to,permittee's use of an onsite representative during active construction operations to make the necesary accommodations(supporting,restraining,sheathing,etc.). During excavation operations,Collier County representative may be required to physically expose underground facilities,provide any necessary support to the facilities for FDOT contractor activities.to be provided by Collier County master contractor who will work closely with Roadway Contractor. Cp,O Docusign Envelope ID:C98B8EBE-EFF2-42DF-816E-D4A0C8149F2B Rule 14-46.001 F.AC FLORIDA DEPARTMENT OF TRANSPORTATION Page 3of6 UTILITY WORK SCHEDULE December 14,2016 Financial Project ID: 445296-1-52-01 Utility Company: Collier County Water and Sewer FDOT Plans Dated: April 2,2024 SECTION C:UAO's WORK ACTIVITIES Utility Facility From To Consecutive Act. Utility Work Activity Dependent Calendar Days No. (type,size,material, Station/ Station/Of Description Activity TCP Phase Prior to During status) Offset fset Const. Const. STA 118+85/66'LT, To STA 124+00/66'LT, Ex.20"NPW,PVC, To 1 Active STA 124+55/5'LT To Remain n/a n/a 0 0 To STA 146+00/0.5'LT To STA 146+70/75'LT Ex.20"NPW,PVC, Monitor,Guard,&Protect Removal of la Active STA 131+67/3'LT Collier Co to be on site Existing Drainage 1 0 3 Ex.20"NPW,PVC, Monitor,Guard,&Protect Removal of lb Active STA 137+47/5'LT Collier Co to be on site Existing Drainage 1 0 3 Ex.20"NPW,PVC,w/ Monitor,Guard,&Protect Installation of lc 36"Casing,Active STA 146+70/73'LT Collier Co to be on site Light Pole no. 17 1 0 1 STA 119+00/71'LT TO STA 119+43/110'LT Pr.20"NPW,PVC, TO STA 120+25/112'LT Wetland Permit 3 Proposed Install 20"NPW via Open 2 TO (see note 3 in (see note 3 in 0 45 (Open Cut on West Cut STA 120+42/106'LT Section B) Section B) Side) TO STA 120+48/113'LT TO STA 126+06/123'LT _ -- Pr.24"NPW,HDPE, STA 126+06/123'LT Install 24"NPW via Wetland Permit 3 3 Proposed TO Horizontal Directional (see note 3 in (see note 3 in 0 60 (HDD Under I-75) Drill Section B) Section B) CAO Docusign Envelope ID.C98B8EBE-EFF2-42DF-816E-D4A0C8149F2B Kule iaan.uui r.n.� FLORIDA DEPARTMENT OF TRANSPORTATION Page 4 of 5 December 14,2016 UTILITY WORK SCHEDULE Financial Project ID: 445296-1-52-01 Utility Company: Collier County Water and Sewer FDOT Plans Dated: April 2,2024 SECTION C:UAO's WORK ACTIVITIES Utility Facility From To Consecutive Act. Utility Work Activity Dependent Calendar Days (type,size,material, Station/ Station/Of TCP Phase No. status) Offset fset Description Activity Prior to During Const. Const. STA 130+35/123'LT TO STA 131+61/123'LT TO STA 135+18/122'LT TO STA 136+83/122'LT TO STA 139+75/115'LT TO STA 142+41/103'LT TO STA 145+90/88'LT TO STA 148+99/74'LT STA 148+99/74'LT TO STA 149+13/73'LT Pr.20"NPW,PVC, TO Wetland Permit 3 Install 20"NPW via Open 4 Proposed STA 149+15/71'LT (see note 3 in (see note 3 in 0 45 (Open Cut on East Side) TO Cut Section B) Section B) STA 149+15/68'LT TO STA 147+57/78'LT STA 118+85/66'LT, To Items No.2,3,& Ex.20"NPW,PVC, STA 124+00/66'LT, 4. 3 5 Active To Retire and Grout in Place Commissioning (see note 3 in 0 10 STA 124+55/5'LT of the Pr.20"and Section B) To 24"NPW CA0 Docusign Envelope ID:C98B8EBE-EFF2-42DF-816E-D4A0C8149F2B RUIe 19-913.UU1 h.A(: FLORIDA DEPARTMENT OF TRANSPORTATION December 14,2016 Page5of5 UTILITY WORK SCHEDULE Financial Project ID: 445296-1-52-01 Utility Company: Collier County Water and Sewer FDOT Plans Dated: April 2,2024 SECTION C:UAO's WORK ACTIVITIES Utility Facility From To Consecutive Act. Utility Work Activity Dependent Calendar Days (type,size,material, Station/ Station/Of TCP Phase No. status) Offset fset Description Activity Prior to During Const. Const. STA 146+00/0.5'LT To STA 146+70/75'LT Monitor,Guard,and Ex. 16"WM,DIP, STA STA Protect during Pond 1 and Pond 6 1 0 15 Active 300+22, 300+22, Stormwater Culvert Construction 52'RT 214'RT Construction Ex. 16"WM,DIP, STA Retire,Disconnect,and Pond 7 Active,and ARV& 505+86, N/A Remove Water ARV and 1 0 5 Manhole 257'LT Manhole Structure Construction STA STA Monitor,Guard,and Ex. 16"WM,DIP, Pond 8 Active 505+86, 506+32, Protect during Pond 3 Construction 1 0 15 257'LT 77'RT Construction STA Vertically Adjust to Final FDOT Contractor 9 Ex.20"NPW Valve 141+00, N/A 1 0 1 Pavement Grade Set Final Grade 8'LT GAO FLORIDA DEPARTMENT OF TRANSPORTATION STORMWATER POLLUTION PREVENTION ..--- • .. The Law The Federal Clean Water Act was established in 1972 to protect our waterways. As a result,the National Pollutant Discharge Elimination System(NPDES)program was developed. The NPDES permit program addresses water pollution by regulating point sources that discharge pollutants to surface waters. The Florida Department of Environmental Protection (FDEP) administers the NPDES program for Municipal Separate Storm Sewer Systems(MS4)and Construction activities. CONSTRUCTION ACTIVITIES > Is your construction site regulated? Yes,if your construction activity will ultimately disturb one acre or more and has the potential to discharge stormwater to surface waters or into a MS4. Disturbance includes clearing, grading, excavation, and demolition. > What are you required to do? ✓ Prepare and implement a Stormwater Pollution Prevention Plan(SWPPP) ✓ Submit a Notice of Intent(NOI or application)and the appropriate fee to FDEP ✓ Submit a Notice of Termination(NOT)to FDEP and to the local MS4 once the site meets the eligibility requirements for termination For more information on NPDES Stormwater Construction Activities, contact FDEP for more information at (866) 336- 6312 or visit http://www.dep.state.fl.us/water/stormwater/index.htm. HOW CAN YOU HELP STOP STORMWATER POLLUTION? ✓ Do not pour oil or any chemicals down any storm drain or in the street ✓ Use fertilizers and herbicides carefully and only use the recommended V Mif amount* " r ✓ Report illicit discharges** ✓ Recycle used oil and dispose of chemicals properly. For more information on the proper disposal of wastes contact FDEP at(850)245-8707 or visit: �.� �t/ http://www.dep.state.fl.us/waste/categories/hwRegulation/ "St` +�►. V Maintain proper sediment and erosion controls on your construction site .,�-., .. ,.r �. . *Contact your County Agricultural Extension Office for answers to your **Illicit Discharges: Report any material pest and weed problems. other than stormwater being discharged into a storm drain or into the street. County Agricultural Extension Office County/FDOT Environmental Contacts Charlotte Co. (941)764-4340 Highlands Co. (863)402-6540 Charlotte Co. (941) 575-3632 Collier Co. (239)252-4800 Lee Co. (239)533-7505 Highlands Co. (863)402-6500 DeSoto Co. (863)993-4846 Manatee Co. (941)722-4524 Lee County (239)533-9400 Glades Co. (863)946-0244 Okeechobee Co. (863)763-6469 Manatee County (941)748-4501 Hardee Co. (863)773-2164 Polk Co. (863) 519-8677 Polk County (863)534-7377 Hendry Co. (863)674-4092 Sarasota Co. (941) 861-9900 Sarasota County (941) 861-5000 FDOT Right of Way (863)519-2762 FDOT MAINTENANCE YARDS State Watch Office Arcadia Operations (863)993-4634 SPILL (Spill Report Hotline (800)320-0519 Bartow Operations (863)519-4100 REPORTING typically 25 gallons or more) Fort Myers Operations (239)985-7800 Labelle Operations (863)674-4027 For more information on NPDES stormwater regulations, Manatee Operations (941)708-4400 please contact,FDOT District Maintenance, at(863)519-2762 Sebring Operations (863)386-6104 FDOT District 1-NPDES SW DCP Attachment Page 1 of 1 Effective March 2016 CN,O ""t- SFWMD NOTICE GENERAL PERMIT NO. 17318-R (NON-ASSIGNABLE) �d Date Issued: April 9, 2025 AUTHORIZING: SUBAQUEOUS CROSSING BY DIRECTIONAL BORE OF (1) 24-INCH HDPE IRRIGATION WATER MAIN BENEATH THE I-75 CANAL LOCATED IMMEDIATELY NORTH OF PINE RIDGE ROAD. LOCATED IN: Collier County ISSUED TO: Collier County Public Utilities 3339 Tamiami Trail East Suite 303 Naples, FL 34112 This permit is issued pursuant to Application No. 250108-49012 dated January 13, 2025 and permittee's agreement to hold and save the South Florida Water Management District and its successors harmless from any and all damages, claims or liabilities which may arise by reason of the construction, maintenance or use of the work or structure involved in the Permit. Said application, including all plans and specifications attached thereto, is by reference made a part hereof. The permittee, by acceptance of this permit, hereby agrees that he/she shall promptly comply with all orders of the District and shall alter, repair or remove his/her use solely at his/her expense in a timely fashion. Permittee shall comply with all laws and rules administered by the District. This permit does not convey to permittee any property rights nor any rights or privileges other than those specified herein, nor relieve the permittee from complying with any law, regulation, or requirement affecting the rights of other bodies or agencies. All structures and works installed by permittee hereunder shall remain the property of the permittee. This permit is issued by the District as a revocable license to use or occupy District works or lands. It does not create any right or entitlement, either legal or equitable, to the continued use of the District works or lands. Since this permit conveys no right to the continued use of the District works or lands, the District is under no obligation to transfer this permit to any subsequent party. By acceptance of this permit, the permittee expressly acknowledges that the permittee bears all risk of loss as a result of revocation of this permit. WORK PROPOSED MUST BE COMPLETED ON OR BEFORE April 30, 2026 . Otherwise, this permit is void and all rights there under are automatically canceled unless permittee applies for, in writing, a request for extension to the construction period and such request is received by the District on or before the expiration date and such request is granted, in writing, by the District. SPECIAL CONDITIONS (SPECIFIC PROJECT CONDITIONS) AND LIMITING CONDITIONS ON ATTACHED SHEETS ARE A PART OF THIS DOCUMENT. Sincerely, John Hixenbaugh Section Administrator- Right of Way Section CPO Special Conditions 1. PRIOR TO COMMENCEMENT OF CONSTRUCTION OR UTILIZATION OF THE DISTRICT'S RIGHT OF WAY, PERMITTEE SHALL SCHEDULE AND HOLD A PRE-CONSTRUCTION MEETING WITH THE DISTRICT'S FIELD REPRESENTATIVE ASSIGNED TO THIS PERMIT. NO WORK WITHIN THE RIGHT OF WAY SHALL BE AUTHORIZED WITHOUT FIRST HAVING A MEETING AT WHICH PERMITTEE SHALL BE REQUIRED TO OBTAIN NOTICE TO PROCEED FROM THE FIELD REPRESENTATIVE. IF REQUESTED BY THE FIELD REPRESENTATIVE, PERMITTEE SHALL PREPARE AND PRESENT THE FOLLOWING AT THE MEETING: A) COPIES OF ALL PERMITS THAT MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION; B) CONTACT INFORMATION FOR PERMITTEE, THE CONTRACTOR AND/OR THIRD-PARTY INDEPENDENT INSPECTOR, INCLUDING TELEPHONE NUMBERS, EMAIL ADDRESSES AND PHYSICAL ADDRESSES; C) WRITTEN INVENTORY OF ALL VEHICLES AND/OR EQUIPMENT BY TYPE TO ENTER UPON THE RIGHT OF WAY; D) WRITTEN PROCEDURES FOR VACATING THE RIGHT OF WAY WITHIN 24 HOURS NOTICE FROM THE DISTRICT; AND E) CONTACT INFORMATION FOR PERSONS AND/OR VENDORS RESPONSIBLE FOR EMERGENCY VACATION FROM THE RIGHT OF WAY. PERMITTEE SHALL PROVIDE, PREPARE AND/OR PRESENT ANY OTHER DOCUMENTATION, AS MAY BE DIRECTED BY THE FIELD REPRESENTATIVE, IN PREPARATION FOR THE PRECONSTRUCTION MEETING. 2. PRIOR TO CONTACTING THE DISTRICT FOR A FINAL INSPECTION, PERMITTEE SHALL REMOVE ALL CONSTRUCTION MATERIALS AND DEBRIS FROM THE DISTRICT'S CANAL AND RIGHT OF WAY AND RESTORE THE RIGHT OF WAY TO THE SATISFACTION OF THE DISTRICT. RESTORATION MAY REQUIRE, BUT NOT BE LIMITED TO, GRADING, COMPACTION OF SOIL, PLACEMENT OF SOD, AND/OR INSTALLATION OF BANK STABLIZATION MATERIALS (E.G., RIP RAP, FILTER FABRIC CLOTH, ETC.). PERMITTEE SHALL BE SOLELY LIABLE FOR ALL COSTS ASSOCIATED WITH RESTORATION OF THE RIGHT OF WAY. ALL RESTORATIVE WORK SHALL BE PERFORMED IN COMPLIANCE WITH DISTRICT AND/OR USACE SPECIFICATIONS AND DIRECTION. 3. IMMEDIATELY UPON COMPLETION OF THE AUTHORIZED WORK, PERMITTEE SHALL CONTACT THE DISTRICT'S FIELD REPRESENTATIVE ASSIGNED TO THIS PERMIT TO SCHEDULE A FINAL INSPECTION. PERMITTEE SHALL BE REQUIRED TO ATTEND THE FINAL INSPECTION AND PROVIDE COPIES OF ANY DELIVERABLES (E.G., CLOSED BUILDING PERMIT, CERTIFIED AS-BUILT DRAWINGS, ETC.) REQUIRED BY THIS PERMIT AT THAT TIME. PERMITTEE SHALL CORRECT ANY DEFICIENCIES IDENTIFIED DURING THE INSPECTION WITHIN THE TIMEFRAME AND IN THE MANNER DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE. 4. WITHIN 30 DAYS OF COMPLETION (OR WITHIN 30 DAYS OF PERMIT ISSUANCE IF THE WORK WAS COMPLETED PRIOR TO THE ISSUANCE OF THE PERMIT), PERMITTEE SHALL SUBMIT TO THE DISTRICT AN ELECTRONIC COPY OF THE REQUIRED DOCUMENTATION CONSISTING OF A CERTIFICATION AND AS-BUILT DRAWING FROM THE ENGINEER OF RECORD. SUCH DOCUMENTATION SHALL INCLUDE THE GPS LOCATION OF THE WORK AND THE DATE THE WORK WAS COMPLETED AND CONFIRM THAT THE WORK WAS PERFORMED IN COMPLIANCE WITH PERMIT CONDITIONS AND ANY OTHER APPLICABLE DISTRICT SPECIFICATIONS. THE DOCUMENTATION MUST BE SUBMITTED TO THE FIELD REPRESENTATIVE ASSIGNED TO THIS PERMIT. PERMITTEE SHALL BE REQUIRED TO COMPLY WITH ANY REQUESTS OR REQUIREMENTS FOR DOCUMENTATION OF THE COMPLETED WORK. Permit No: 17318-R, Page 2 of 12 CpO 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION OR UTILIZATION OF THE DISTRICT'S RIGHT OF WAY, PERMITTEE SHALL BE REQUIRED TO CONTACT SUNSHINE 811 AND LOCAL JURISDICTION(S) TO IDENTIFY ANY EXISTING BURIED UTILITIES BY USE OF ABOVE- GROUND MARKERS (FLAGS) AND/OR COLOR-CODED INDICATOR LINES LOCATED WITHIN THE LIMITS OF THE PROPOSED WORK AREA. 6. ALL WORK ASSOCIATED WITH THE AUTHORIZED INSTALLATION SHALL BE PERFORMED WITHIN A 25-FOOT WIDE WORK CORRIDOR CENTERED ON THE INSTALLATION ALIGNMENT. 7. PERMITTEE SHALL INSTALL SHUT-OFF VALVES ACCESSIBLE VIA BELOW-GRADE BOXES AT THE LOCATIONS DEPICTED ON THE APPROVED PLANS. REQUIRED SHUT-OFF VALVES SHALL ALLOW FOR PERMITTEE TO TERMINATE UTILITY FLOW (E.G., GAS, WATER, SANITARY SEWER AND/OR RECLAIMED WATER) WITHIN THE RIGHT OF WAY. SUCH BOXES SHALL BE VISIBLY AND PERMANENTLY MARKED WITH EMERGENCY CONTACT INFORMATION, INCLUDING PERMITTEE'S EMERGENCY PHONE NUMBER. 8. THE AUTHORIZED INSTALLATION SHALL BE LAID TO MEET THE U.S. ARMY CORPS OF ENGINEERS' REQUIREMENTS TO AN ELEVATION WHICH IS ADEQUATE TO PROVIDE A MINIMUM OF 10 FEET OF COVER BELOW THE EXISTING CANAL SECTION OF 0.56 FEET NAVD 88 (1.82 FEET NGVD 29). ACCORDING TO THE APPROVED PERMIT DRAWINGS, THE PROPOSED FACILITY WILL BE INSTALLED AT ELEVATION (-)17.15 FEET NAVD 88 ((-)15.89 FEET NGVD 29). 9. IF REQUIRED BY THE DISTRICT'S FIELD REPRESENTATIVE, PERMITTEE SHALL IDENTIFY THE LOCATION OF AUTHORIZED FACILITIES WITH A PERMANENT MARKER PLACED AT A LOCATION AND OF A STYLE APPROVED BY THE DISTRICT. 10. THE WORK OR USE AUTHORIZED BY THIS PERMIT SHALL BE COMPLETED BY APRIL 30, 2026 UNLESS OTHERWISE EXTENDED BY THE DISTRICT IN WRITING. IF PERMITTEE REQUIRES AN EXTENSION OF THE WORK EXPIRATION DATE, PERMITTEE SHALL SUBMIT A REQUEST FOR AN EXTENSION IN THE MANNER AND FORM AS DIRECTED BY THE DISTRICT. THE DISTRICT RESERVES THE RIGHT TO APPROVE, APPROVE WITH CONDITIONS, OR DENY PERMITTEE'S REQUEST. Permit No: 17318-R, Page 3 of 12 GP0 . General Conditions 1.THIS AUTHORIZATION IS SOLELY FOR THE USE OF PERMITTEE AND PERMITTEE'S CONTRACTOR(S)/SUB-CONTRACTOR(S) PERFORMING WORK WITHIN OR USING THE RIGHT OF WAY. 2. PERMITTEE AND/OR THE PERMITTEE'S CONTRACTORS SHALL ALWAYS MAINTAIN THE DISTRICT'S VEHICULAR ACCESS THROUGHOUT THE PROJECT LIMITS. IF, IN PERMITTEE'S OPINION, IT WILL BE NECESSARY FOR THE DISTRICT'S VEHICULAR ACCESS TO BE BLOCKED, IMPEDED OR ALTERED AT ANY TIME, PERMITTEE SHALL SUBMIT A WRITTEN REQUEST TO THE DISTRICT SETTING FORTH THE PROPOSED ACTIVITIES THAT WILL RESULT IN OBSTRUCTION OF THE RIGHT OF WAY AND THE DATES THAT THE RIGHT OF WAY WILL BE RENDERED INACCESSIBLE. WRITTEN PERMISSION FROM THE DISTRICT SHALL BE REQUIRED PRIOR TO COMMENCEMENT OF PERMITTEE'S PROPOSED OBSTRUCTION OF THE RIGHT OF WAY. THE DISTRICT, AT ITS SOLE DISCRETION, RESERVES THE RIGHT TO APPROVE, APPROVE WITH CONDITIONS OR DENY PERMITTEE'S REQUEST. 3.THE DISTRICT'S FIELD REPRESENTATIVE SHALL HAVE SOLE AUTHORITY TO DETERMINE WHETHER PERMITTEE'S METHODS OF CONSTRUCTION, INTERIM WORK, CONSTRUCTION ACTIVITY OR USE OF THE RIGHT OF WAY IS IN CONFORMANCE WITH THE PERMIT AUTHORIZATION, INCLUDING TERMS AND CONDITIONS, THE APPLICATION, RESPONSES OR STATEMENTS MADE BY PERMITTEE DURING APPLICATION PROCESSING, AND SUPPORTING DOCUMENTS INCORPORATED INTO THE PERMIT FILE. IF THE DISTRICT'S FIELD REPRESENTATIVE DETERMINES THAT PERMITTEE'S ACTIVITIES ARE NOT IN CONFORMANCE, HE/SHE SHALL ISSUE A STOP WORK ORDER TO PERMITTEE UNTIL SUCH NONCONFORMANCE HAS BEEN RESOLVED TO THE SATISFACTION OF THE DISTRICT. IF PERMITTEE CHOOSES TO PROCEED WITH THE WORK AUTHORIZED BY THIS PERMIT, PERMITTEE ACKNOWLEDGES THIS CONDITION AND AGREES TO CEASE ALL ACTIVITY IN THE DISTRICT'S RIGHT OF WAY IMMEDIATELY UPON RECEIPT OF THE STOP WORK ORDER. 4.IF THE IMPROVEMENTS, WORK AND/OR USE AUTHORIZED BY THIS PERMIT (EITHER DURING CONSTRUCTION OR FOLLOWING COMPLETION) RESULT IN ANY DAMAGE TO THE DISTRICT'S RIGHT OF WAY (E.G., SHOALING, EROSION OR WASH-OUT OF ANY AREA IN THE RIGHT OF WAY), DISTRICT FACILITIES AND/OR ANY OTHER FACILITIES (AUTHORIZED OR UNAUTHORIZED), PERMITTEE SHALL BE SOLELY RESPONSIBLE FOR REPAIRING SUCH DAMAGE. IN ADVANCE OF PERFORMING ANY REPAIRS, PERMITTEE SHALL CONSULT WITH THE DISTRICT TO DETERMINE THE APPLICABLE DISTRICT PROCESSES AND REQUIREMENTS WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, FILING AN APPLICATION FOR A RIGHT OF WAY OCCUPANCY PERMIT TO SECURE AUTHORIZATION TO PERFORM SUCH WORK. PERMITTEE SHALL BE RESPONSIBLE FOR ALL COSTS AND LIABILITY RESULTING FROM SUCH DAMAGE. 5.THE DISTRICT SHALL NOT BE LIABLE FOR ANY DAMAGE OR LOSS TO ANY IMPROVEMENTS AND/OR RELATED APPURTENANCES AUTHORIZED BY THIS PERMIT RESULTING FROM DISTRICT USE, OPERATION (E.G., GATE, PUMPING AND STRUCTURE OPERATIONS, WATER LEVEL MANAGEMENT, WATER FLOWS, FLUCTUATIONS AND OPERATIONS OF ITS STRUCTURES), ACTIVITY AND/OR MAINTENANCE OF OR IN ITS RIGHTS OF WAY OR OTHER WORKS OF THE DISTRICT. Permit No: 17318-R, Page 4 of 12 0,0 6.IF STORM, HURRICANE OR EMERGENCY CIRCUMSTANCES DEVELOP, THE DISTRICT IS AUTHORIZED, AT ITS SOLE DISCRETION, TO TEMPORARILY OR PERMANENTLY SUSPEND OR TERMINATE THE AUTHORIZED USE. IN SUCH EVENT, THE DISTRICT WILL CONTACT PERMITTEE TO PROVIDE DIRECTION WHICH MAY INCLUDE, BUT IS NOT LIMITED TO, VACATING THE RIGHT OF WAY, REMOVING AND/OR SECURING EQUIPMENT AND/OR MATERIALS FROM THE RIGHT OF WAY, OR PERFORMING WORK TO ENSURE THAT THE RIGHT OF WAY IS SUFFICIENTLY RESTORED TO ACCOMMODATE DISTRICT OPERATIONS AND MAINTENANCE ACTIVITIES. PERMITTEE, INCLUDING ALL PERSONS, VENDORS, SUB- CONTRACTORS OR AGENTS OF PERMITTEE, SHALL BE REQUIRED TO COMPLY WITH DISTRICT DIRECTION. THE DISTRICT RESERVES THE RIGHT TO TERMINATE THE AUTHORIZED USE IF PERMITTEE FAILS TO MAKE SURE THAT ALL PARTIES COMPLY WITH THIS CONDITION. 7.PERMITTEE SHALL NOT STOCKPILE SOIL, MATERIALS OR DEBRIS IN THE RIGHT OF WAY. SUCH MATERIALS SHALL BE REMOVED FROM THE RIGHT OF WAY UNLESS OTHERWISE SET FORTH BY THE CONDITIONS OF THIS PERMIT. PERMITTEE SHALL EXERCISE BEST MANAGEMENT PRACTICES TO PREVENT EROSION OR SOILS FROM ENTERING THE CANAL DURING THE AUTHORIZED WORK, INCLUDING, BUT NOT LIMITED TO, THE TEMPORARY INSTALLATION OF SILT FENCE OR OTHER MEANS OF CONTAINMENT ACCEPTABLE TO THE DISTRICT. 8.PERMITTEE SHALL BE SOLELY RESPONSIBLE FOR PERFORMING REGULAR AND ROUTINE INSPECTIONS OF THE IMPROVEMENTS AUTHORIZED BY THIS PERMIT AND CORRECTING ANY DEFICIENCIES IDENTIFIED BY SUCH INSPECTIONS TO ENSURE THAT THE IMPROVEMENTS CONTINUE TO COMPLY WITH THE PERMIT AND PERFORM, AS NEEDED, TO PROTECT PUBLIC HEALTH, SAFETY AND WELFARE. 9.PERMITTEE SHALL MAKE PROSPECTIVE BIDDERS AWARE OF THE TERMS AND CONDITIONS OF THIS PERMIT. PERMITTEE SHALL BE RESPONSIBLE FOR ALL ACTIONS OF ITS CONTRACTORS AND AGENTS AND TO ENSURE THAT PARTIES ACTING ON BEHALF OF PERMITTEE COMPLY WITH THE TERMS AND CONDITIONS OF THIS PERMIT. 10.PERMITTEE SHALL NEITHER CONSTRUCT, INSTALL OR PLACE ADDITIONAL IMPROVEMENTS WITHIN THE DISTRICT'S RIGHT OF WAY, NOR USE THE RIGHT OF WAY FOR ANY ACTIVITY (UNLESS EXPRESSLY AUTHORIZED BY THIS PERMIT) WITHOUT FIRST HAVING OBTAINED A MODIFICATION OF THIS PERMIT. OF PARTICULAR NOTE, THAT AREA MEASURING 40 FEET LANDWARD FROM THE TOP OF BANK SHALL REMAIN FREE AND CLEAR OF ANY OBSTRUCTIONS, IMPROVEMENTS OR USE, UNLESS OTHERWISE AUTHORIZED BY THIS PERMIT. 11.THIS PERMIT SHALL NOT BECOME VALID UNTIL ALL OTHER REQUIRED SOUTH FLORIDA WATER MANAGEMENT DISTRICT, LOCAL, COUNTY AND/OR STATE PERMITS OR OTHER AFFECTED PARTIES' APPROVALS HAVE BEEN OBTAINED. IF THERE IS A CONFLICT BETWEEN THE WORK AUTHORIZED BY THIS PERMIT AND A PERMIT OBTAINED FROM A DIFFERENT PUBLIC OR PRIVATE ENTITY, THE TERMS AND CONDITIONS OF THIS PERMIT SHALL PREVAIL AND HAVE SUPERIORITY. 12.A COPY OF THE PERMIT PACKAGE WILL BE KEPT AT THE JOB SITE UNTIL COMPLETION OF ALL PHASES OF CONSTRUCTION AND APPROVAL OF THE FINAL INSPECTION. 13.BASED ON THE DISTRICT'S RECORDS, THE DISTRICT IS NOT THE UNDERLYING FEE OWNER OF PORTIONS OF OR ALL THE LANDS SUBJECT TO THIS PERMIT; THEREFORE, PERMITTEE SHALL BE REQUIRED TO OBTAIN ALL NECESSARY APPROVALS FROM THE UNDERLYING FEE OWNER AS REQUIRED UNDER STANDARD LIMITING CONDITION NO. 5. Permit No: 17318-R, Page 5 of 12 Gp,O 14.THE DISTRICT'S REVIEW OF PERMITTEE'S PLANS IS LIMITED TO DETERMINING WHETHER THE PROPOSED WORK WILL IMPACT THE DISTRICT'S OPERATIONS AND MAINTENANCE OF ITS RIGHTS OF WAY OR FLOOD CONTROL SYSTEM. ISSUANCE OF THIS PERMIT BY THE DISTRICT SHALL NOT BE CONSTRUED BY PERMITTEE OR ANY OTHER PARTY AS APPROVAL BY THE DISTRICT OF THE DESIGN, ENGINEERING OR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. PERMITTEE SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT THE PROPOSED WORK IS DESIGNED, ENGINEERED AND CONSTRUCTED TO SERVE ITS INTENDED PURPOSE. 15.THE DISTRICT RESERVES THE RIGHT, AT ITS SOLE DISCRETION, TO REQUIRE AN INSPECTION REPORT FROM A PROFESSIONAL ENGINEER OR CONTRACTOR LICENSED IN THE STATE OF FLORIDA AT ANY TIME DURING WHICH THE AUTHORIZED WORK REMAINS IN THE RIGHT OF WAY TO VERIFY THAT THE AUTHORIZED WORK COMPLIES WITH INDUSTRY STANDARDS, PERFORMS THE FUNCTION FOR WHICH IT WAS DESIGNED AND IS SOUND AND POSES NO THREAT TO THE DISTRICT'S RIGHT OF WAY AND/OR OPERATION AND MAINTENANCE OF ITS FLOOD CONTROL SYSTEM. IF THE DISTRICT DETERMINES THAT REPAIR, REPLACEMENT OR REFURBISHMENT OF THE AUTHORIZED WORK IS REQUIRED, PERMITTEE SHALL IMMEDIATELY COMPLY WITH DISTRICT DIRECTION TO SECURE APPROVALS/PERMITS, AS MAY BE REQUIRED, AND TO PERFORM SUCH WORK WITHIN THE TIMEFRAME SET FORTH BY THE DISTRICT. 16. PERMITTEE IS ADVISED THAT THE DISTRICT HAS NO CONTROL OVER THE SALE OR TRANSFER OF REAL OR PERSONAL PROPERTY. IT IS THE SOLE OBLIGATION OF PERMITTEE TO DISCLOSE TO PROSPECTIVE PURCHASERS THE EXISTENCE OF THIS PERMIT, AND THE TERMS AND CONDITIONS CONTAINED HEREIN. BECAUSE THIS PERMIT IS A REVOCABLE LICENSE THAT DOES NOT ATTACH TO THE LAND, PERMITTEE CONTINUES TO BE OBLIGATED TO COMPLY WITH THIS PERMIT EVEN IF PERMITTEE SELLS OR TRANSFERS THE REAL PROPERTY ADJACENT TO OR ENCUMBERED BY DISTRICT RIGHT OF WAY. ACCORDINGLY, IT IS RECOMMENDED THAT PERMITTEE ENSURE THAT THIS PERMIT IS TRANSFERRED TO A NEW OWNER IN CONJUCTION WITH ANY SALE OR TRANSFER OF THE SUBJECT REAL PROPERTY. Permit No: 17318-R, Page 6 of 12 GP,O 40E-6.381. Limiting Conditions The District's authorization to utilize lands and other works constitutes a revocable license (including both notice general permits and standard permits). In consideration for receipt of that license, Permittees shall agree to be bound by the following standard limiting conditions, which shall be included within all permits issued pursuant to this chapter: 1. All structures on District works for lands constructed by Permittee shall remain the property of Permittee, who shall be solely responsible for ensuring that such structures and other uses remain in good and safe condition. Permittees are advised that other federal, state and local safety standards may govern the occupancy and use of the District's lands and works. The District assumes no duty with regard to ensuring that such uses are so maintained and assumes no liability with regard to injuries caused to others by any such failure. 2. Permittee solely acknowledges and accepts the duty and all associated responsibilities to incorporate safety features, which meet applicable engineering practice and accepted industry standards, into the design, construction, operation and continued maintenance of the permitted facilities/authorized use. This duty shall include, but not be limited to, Permittee's consideration of the District's regulation and potential fluctuation, without notice, of water levels in canals and works, as well as the Permittee's consideration of upgrades and modifications to the permitted facilities/authorized use which may be necessary to meet any future changes to applicable engineering practice and accepted industry standards. Permittee acknowledges that the District's review and issuance of this permit, including, but not limited to, any field inspections performed by the District, does not in any way consider or ensure that the permitted facilities/authorized use is planned, designed, engineered, constructed, or will be operated, maintained or modified so as to meet applicable engineering practice and accepted industry standards, or otherwise provide any safety protections. Permittee further acknowledges that any inquiries, discussions, or representations, whether verbal or written, by or with any District staff or representative during the permit review and issuance process, including, but not limited to, any field inspections, shall not in any way be relied upon by Permittee as the District's assumption of any duty to incorporate safety features, as set forth above, and shall also not be relied upon by Permittee in order to meet Permittee's duty to incorporate safety features, as set forth above. 3. Permittee agrees to abide by all of the terms and conditions of this permit, including any representations made on the permit application and related documents. This permit shall be subject to the requirements of Chapter 373, F.S., and Chapter 40E-6, F.A.C., including all subsequent rule and criteria revisions. Permittee agrees to pay all removal and restoration costs, investigative costs, court costs and reasonable attorney's fees, including appeals, resulting from any action taken by the District to obtain compliance with the conditions of the permit or removal of the permitted use. If District legal action is taken by staff counsel, "reasonable attorney's fees" is understood to mean the fair market value of the services provided, based upon what a private attorney would charge. 4. This permit does not create any vested rights, and except for governmental entities and utilities, is revocable at will upon reasonable prior written notice. Permittee bears all risk of loss as to monies expended in furtherance of the permitted use. Upon revocation, the Permittee shall promptly modify, relocate or remove the permitted use and properly restore the right of way to the District's satisfaction. In the event of failure to so comply within the specified time, the District may remove the permitted use and Permittee shall be responsible for all removal and restoration costs. 5. This permit does not convey any property rights nor any rights or privileges other than those specified herein and this permit shall not, in any way, be construed as an abandonment or any other such impairment or disposition of the District's property rights. The District approves the permitted use only to the extent of its interest in the works of the District. Permittee shall obtain all other necessary federal, state, local, special district and private authorizations prior to the start of any construction or alteration authorized by the permit. Permittee shall comply with any more stringent conditions or provisions which may be set forth in other Permit No: 17318-R, Page 7 of 12 op,O required permits or other authorizations. The District, however, assumes no duty to ensure that any such authorizations have been obtained or to protect the legal rights of the underlying fee owner, in those instances where the District owns less than fee. 6. Unless specifically prohibited or limited by statute, Permittee agrees to indemnify, defend and save the District (which used herein includes the District and its past, present and/or future employees, agents, representatives, officers and/or Governing Board members and any of their successors and assigns) from and against any and all lawsuits, actions, claims, demands, losses, expenses, costs, attorneys fees (including but not limited to the fair market value of the District's in-house attorneys' fees based upon private attorneys' fees/ rates), judgments and liabilities which arise from or may be related to the ownership, construction, maintenance or operation of the permitted use or the possession, utilization, maintenance, occupancy or ingress and egress of the District's right of way which arise directly or indirectly and are caused in whole or in part by the acts, omissions or negligence of the Permittee or of third parties. Permittee agrees to provide legal counsel acceptable to the District if requested for the defense of any such claims. 7. The District does not waive sovereign immunity in any respect. 8. The Permittee shall not engage in any activity regarding the permitted use which interferes with the construction, alteration, maintenance or operation of the works of the District, including: (a) discharge of debris or aquatic weeds into the works of the District; (b) causing erosion or shoaling within the works of the District; (c) planting trees or shrubs or erecting structures which limit or prohibit access by District equipment and vehicles, except as may be authorized by the permit. Permittee shall be responsible for any costs incurred by the District resulting from any such interference, as set forth in (a), (b), and (c), above. (d) leaving construction or other debris on the District's right of way or waterway; (e) damaging District berms and levees; (f) the removal of District owned spoil material; (g) removal of or damage to District locks, gates, and fencing; (h) opening of District rights of way to unauthorized vehicular access; or (i) running or allowing livestock on the District's right of way. 9. The District is not responsible for any personal injury or property damage which may directly or indirectly result from the use of water from the District's canal or any activities which may include use or contact with water from the District's canal, since the District periodically sprays its canals for aquatic weed control purposes and uses substances which may be harmful to human health or plant life. 10. Permittee shall allow the District to inspect the permitted use at any reasonable time. 11. Permittee shall allow, without charge or any interference, the District, its employees, agents, and contractors, to utilize the permitted facilities before, during and after construction for the purpose of conducting the District's, routine and emergency, canal operation, maintenance, and construction activities. To the extent there is any conflicting use, the District's use shall have priority over the Permittee's use. 12. This permit is a non-exclusive revocable license. Permittee shall not interfere with any other existing or future permitted uses or facilities authorized by the District. 13. The District has the right to change, regulate, limit, schedule, or suspend discharges into, or withdrawals from, works of the District in accordance with criteria established by the Big Cypress Basin, the District, or the U.S. Army Corps of Engineers for the works of the District. 14. If the use involves the construction of facilities for a non exempt water withdrawal or surface water discharge, the applicant must apply for and obtain a water use or surface water management permit before or concurrently with any activities which may be conducted pursuant to the right of way occupancy permit. 15. The District shall notify the local ad valorem taxing authority of the lands affected by the permitted use, Permit No: 17318-R, Page 8 of 12 Gp.,O where the Permittee owns the underlying fee and derives a substantial benefit from the permitted use. The taxing authority may reinstate such lands on the tax roll. Failure to pay all taxes in a timely manner shall result in permit revocation. Such permit revocation shall not alleviate the responsibility of the Permittee to pay all taxes due and payable. 16. Permittee shall provide prior written notice to their successors in title of the permit and its terms and conditions. 17. Permittee authorizes the District to record a Notice of Permit through filing the appropriate notice in the public records of the county or counties where the project is. Governmental entities and utilities are not subject to this provision. 18. Permittee shall be responsible for the repair or replacement of any existing facilities located within the District's right of way which are damaged as a result of the installation or maintenance of the authorized facility. 19. All obligations under the terms of this permit authorization and any subsequent modifications hereto shall be joint and several as to all owners. 20. It is the responsibility of the Permittee to make prospective bidders aware of the terms and conditions of this permit. It shall be the responsibility of the Permittee's contractors to understand the terms and conditions of this permit and govern themselves accordingly. 21. It is the responsibility of the Permittee to bring to the attention of the District any conflict in the permit authorization or permit conditions in order that they may be resolved prior to the start of construction. In resolving such conflicts the District's determination will be final. 22. Special Conditions that are site specific shall be incorporated into every Permit as may be necessary in the best interest of the District. 23. The District is not responsible for the repair of or claims of damage to any facilities and uses which may incur damage resulting from the District's utilization of its rights of way or use by third parties. Improvements placed within the right of way are done so at the sole risk of the owner. Rulemaking Authority 373.044, 373.113 FS. Law Implemented 373.085(1), 373.086, 373.103, 373.109, 373,129,373.1395, 373.603, 373.609, 373.613 FS. History--New 9-3-81, Formerly 16K-5.01(2), 16K-5.02(2), 16K-5.03(2), 16K-5.04(4), 16K-5.05, Amended 5-30-82, 12-29-86, 12-24- 91, 9-15-99, 8-12-13. Permit No: 17318-R, Page 9 of 12 cop, Exhibits The following exhibits to this permit are incorporated by reference. The exhibits can be viewed by clicking on the links below 20203067-044 SFWMD S&S Permit$2811X17 2025-03-11$29.pdf Frac-out Plan Directional Drill BMPs During Construction.pdf Permit No: 17318-R, Page 10 of 12 GpO NOTICE OF RIGHTS As required by Sections 120.569 and 120.60(3), Fla. Stat., the following is notice of the opportunities which may be available for administrative hearing or judicial review when the substantial interests of a party are determined by an agency. Please note that this Notice of Rights is not intended to provide legal advice. Not all of the legal proceedings detailed below may be an applicable or appropriate remedy. You may wish to consult an attorney regarding your legal rights. RIGHT TO REQUEST ADMINISTRATIVE HEARING A person whose substantial interests are or may be affected by the South Florida Water Management District's (SFWMD or District) action has the right to request an administrative hearing on that action pursuant to Sections 120.569 and 120.57, Fla. Stat. Persons seeking a hearing on a SFWMD decision which affects or may affect their substantial interests shall file a petition for hearing with the Office of the District Clerk of the SFWMD, in accordance with the filing instructions set forth herein, within 21 days of receipt of written notice of the decision, unless one of the following shorter time periods apply: (1) within 14 days of the notice of consolidated intent to grant or deny concurrently reviewed applications for environmental resource permits and use of sovereign submerged lands pursuant to Section 373.427, Fla. Stat.; or (2) within 14 days of service of an Administrative Order pursuant to Section 373.119(1), Fla. Stat. "Receipt of written notice of agency decision" means receipt of written notice through mail, electronic mail, or posting that the SFWMD has or intends to take final agency action, or publication of notice that the SFWMD has or intends to take final agency action. Any person who receives written notice of a SFWMD decision and fails to file a written request for hearing within the timeframe described above waives the right to request a hearing on that decision. If the District takes final agency action which materially differs from the noticed intended agency decision, persons who may be substantially affected shall, unless otherwise provided by law, have an additional Rule 28-106.111, Fla. Admin. Code, point of entry. Any person to whom an emergency order is directed pursuant to Section 373.119(2), Fla. Stat., shall comply therewith immediately, but on petition to the board shall be afforded a hearing as soon as possible. A person may file a request for an extension of time for filing a petition. The SFWMD may, for good cause, grant the request. Requests for extension of time must be filed with the SFWMD prior to the deadline for filing a petition for hearing. Such requests for extension shall contain a certificate that the moving party has consulted with all other parties concerning the extension and that the SFWMD and any other parties agree to or oppose the extension. A timely request for an extension of time shall toll the running of the time period for filing a petition until the request is acted upon. FILING INSTRUCTIONS A petition for administrative hearing must be filed with the Office of the District Clerk of the SFWMD. Filings with the Office of the District Clerk may be made by mail, hand-delivery, or e-mail. Filings by facsimile will not be accepted. A petition for administrative hearing or other document is deemed filed upon receipt during normal business hours by the Office of the District Clerk at SFWMD headquarters in West Palm Beach, Florida. The District's normal business hours are 8:00 a.m. — 5:00 p.m., excluding weekends and District holidays. Any document received by the Office of the District Clerk after 5:00 p.m. shall be deemed filed as of 8:00 a.m. on the next regular business day. Additional filing instructions are as follows: • Filings by mail must be addressed to the Office of the District Clerk, P.O. Box 24680, West Palm Beach, Florida 33416. • Filings by hand-delivery must be delivered to the Office of the District Clerk. Delivery of a petition to the SFWMD's security desk does not constitute filing. It will be necessary to request that the SFWMD's Permit No: 17318-R, Page 11 of 12 0,O security officer contact the Office of the District Clerk. An employee of the SFWMD's Clerk's office will receive and file the petition. • Filings by e-mail must be transmitted to the Office of the District Clerk at clerk(a�sfwmd.gov. The filing date for a document transmitted by electronic mail shall be the date the Office of the District Clerk receives the complete document. A party who files a document by e-mail shall (1) represent that the original physically signed document will be retained by that party for the duration of the proceeding and of any subsequent appeal or subsequent proceeding in that cause and that the party shall produce it upon the request of other parties; and (2) be responsible for any delay, disruption, or interruption of the electronic signals and accepts the full risk that the document may not be properly filed. INITIATION OF ADMINISTRATIVE HEARING Pursuant to Sections 120.54(5)(b)4. and 120.569(2)(c), Fla. Stat., and Rules 28-106.201 and 28-106.301, Fla. Admin. Code, initiation of an administrative hearing shall be made by written petition to the SFWMD in legible form and on 8 1/2 by 11 inch white paper. All petitions shall contain: 1. Identification of the action being contested, including the permit number, application number, SFWMD file number or any other SFWMD identification number, if known. 2. The name, address, any email address, any facsimile number, and telephone number of the petitioner and petitioner's representative, if any. 3. An explanation of how the petitioner's substantial interests will be affected by the agency determination. 4. A statement of when and how the petitioner received notice of the SFWMD's decision. 5. A statement of all disputed issues of material fact. If there are none, the petition must so indicate. 6. A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the SFWMD's proposed action. 7 A statement of the specific rules or statutes the petitioner contends require reversal or modification of the SFWMD's proposed action. 8. If disputed issues of material fact exist, the statement must also include an explanation of how the alleged facts relate to the specific rules or statutes. 9. A statement of the relief sought by the petitioner, stating precisely the action the petitioner wishes the SFWMD to take with respect to the SFWMD's proposed action. MEDIATION The procedures for pursuing mediation are set forth in Section 120.573, Fla. Stat., and Rules 28-106.111 and 28-106.401—.405, Fla. Admin. Code. The SFWMD is not proposing mediation for this agency action under Section 120.573, Fla. Stat., at this time. RIGHT TO SEEK JUDICIAL REVIEW Pursuant to Section 120.68, Fla. Stat., and in accordance with Florida Rule of Appellate Procedure 9.110, a party who is adversely affected by final SFWMD action may seek judicial review of the SFWMD's final decision by filing a notice of appeal with the Office of the District Clerk of the SFWMD in accordance with the filing instructions setforth herein within 30 days of rendition of the order to be reviewed, and by filing a copy of the notice with the clerk of the appropriate district court of appeal. Rev. 06/21/15 Permit No: 17318-R, Page 12 of 12 Cp,O EXHIBIT M: PLANS AND SPECIFICATIONS (Following This Page) Cq PROJECT MANUAL FOR PINE RIDGE ROAD & I-75 IQ MAIN RELOCATION (" , Collier County Collier County Engineering and Project Management Division Collier County Public Utilities Department 3339 Tamiami Trail East Naples, FL 34112 MAY 2025 William Hurricane Saum, P.E. Florida License No. 88659 Johnson Engineering, LLC 2122 Johnson Street Fort Myers, FL 33901 Phone: (239) 334-0046 WSaum@johnsoneng.com E CP TABLE OF CONTENTS Section 1: Project Information: 1.1 Project Summary and Background Section 2: Collier County Utility Standards Manual (USM) • For the complete set of the Collier County Utility Standards Manual, go to the Collier County website below for the latest revision of the Collier County Utilities Standards Manual: o https://www.colliercountyfl.gov/home/showpublisheddocument/83280/6367 77869161770000 o The following Sections of the USM were downloaded from the Collier County website on 11/5/2024. Section 0 Ordinance and Revisions Section 1 Design Criteria Section 2 Technical Specification Section 3 Utilities Detail Drawings Section 4 Appendices Section 3: Construction Standards for Work Within Collier County Right of Way • For the complete set of the Collier County Construction Standards for work within the Collier County Right of Way,go to the Collier County website below for the latest revision of the Collier County Right of Way Handbook: o https://www.colliercountyfl.gov/home/showpublisheddocument/87758/6382 30206779900000 o The following Sections of the Collier County ROW Handbook were downloaded from the Collier County website on 11/5/2024. Section 0 General Information Section I Permit Requirements Section II Construction Requirements Section III Turn Lanes. Driveways, Access Roads, Design Requirements Section IV Miscellaneous Construction Section V Appendices GAO Section 4: FDOT Utility Accommodations Manual • For the complete set of the Florida Department of Transportation (FDOT) Utility Accommodations Manual (UAM), go to the FDOT website below for the latest revision: o https://fdotwww.blob.core.windows.net/sitefinity/docs/default- source/programmanagement/programmanagement/utilities/docs/uam/uam20 17.pdf?sfvrsn=d97fd3dd 0 o The following Sections of the FDOT UAM in this package were downloaded from the FDOT website on 11/5/2024. Section 1 General Section 2 Utility Permits Section 3 Utility Accommodation Section 4 Utility Accommodation on FDOT Limited Access Right of Way Section 5 Project Coordination Section 6 Approval of Design Alternatives Section 7 References Section 8 Exhibits Section 5: Supplemental Specifications: 5.1 Measurement and Payment 5.2 Submittal Register 5.3 Contractor Qualifications 5.4 Contract Time 5.5 HDPE Joint Fusion and Joint Weld Testing Section 6: Special Project Provisions: 6.1 Special Project Provisions 6.2 Soil Survey Information Taken from the FDOT Project Design Files (Contractor to use at their discretion) Section 7: Permits to be Acquired by the Design Team 7.1 Nationwide (USACE 7.2 NOI ERP (FDEP) 7.3 FDOT Utility Permit 7.4 SFWMD ROW Occupancy Permit OKI SECTION 1 PROJECT INFORMATION 1.1 PROJECT SUMMARY AND BACKGROUND This project (IQ Main Relocation) consists of the construction to adjust and relocate Collier County Public Utilities Department's (PUD) existing 20" irrigation quality (IQ) water main that will be in conflict with the roadway and interchange improvements proposed at the Pine Ridge Road and Interstate 75 (1-75) interchange. The roadway and interchange improvement project is administered by the Florida Department of Transportation (FDOT). The Collier County IQ Main Relocation project will be administered by Collier Couty Public Utilities Department(PUD). FDOT has administered a roadway and interchange improvement project that commenced construction in March of 2025. The FDOT financial project identification number is 445296-1-52- 01. The roadway improvement design professional is HDR Engineering, Inc. The FDOT Project Manager is Joshua A. Jester, P.E. The FDOT project includes roadway, stormwater and ponds, lighting, signal and traffic operations improvements, in addition to the relocation of other utilities in the project area. All bidders are encouraged to request the entire set of FDOT design plans from FDOT and review them prior to bidding. FDOT requires Collier County to relocate PUD's existing 20" PVC Irrigation Quality (IQ) Water Main located along the center median and center divider of Pine Ridge Road, on either side of I- 75. In addition to the 20" IQ main relocation, the awarded contractor for the IQ Main Relocation project will be responsible for coordinating the construction activities and schedules with FDOT's project administrator(s), FDOT's contractor(s), other utility providers, and with Collier County Project Management and Operations staff. The FDOT project's construction commenced prior to the issuance of the Notice to Proceed(NTP) of this IQ Main Relocations project administered by Collier County. The Collier County IQ Main Relocation project is anticipated to be performed concurrent with the FDOT project's construction. This project also includes the restoration of all areas disturbed by the IQ Main Relocation project, which may include, but not limited to, the replacement of sidewalks, light poles, fences, grading of swales and ditches, sodding,roadway restoration, street lighting, signs and pavement markings, and the replacement of all landscaping and hardscaping that is damaged or disturbed during construction. A majority of the construction activities are located within FDOT Right-of-Ways (ROWs), however,there are portions of the project located within Collier County ROWs and Collier County properties. The Contractor is required to acquire the Collier County Right-of-Way Permit. Section 1.1 I-75 & PINE RIDGE PROJECT BACKGROUND AND SUMMARY GPO UTILITY RELOCATION Page 1 of 2 All materials are to be furnished by the Contractor. Collier County will not provide any material for this project. The Contractor is responsible for storing all materials for this project.No materials may be stored in the Collier County Right-of-Ways or on Collier County properties unless written approval is received and required permits are acquired. END OF SECTION Section 1.1 I-75 & PINE RIDGE PROJECT BACKGROUND AND SUMMARY Gp,O UTILITY RELOCATION Page 2 of 2 SECTION 2 COLLIER COUNTY UTILITY STANDARDS MANUAL Go to the Collier County website below for the latest revisionof the Collier County Utility Standards Manual https://www.colliercountvfl.gov/home/showpublisheddocument/83280/636777869161770000 0,0 ORDINANCE NO. 2018- 3 6 AN ORDINANCE AMENDING COLLIER COUNTY ORDINANCE NO. 2004-31, AS AMENDED, KNOWN AS THE COLLIER COUNTY UTILITIES STANDARDS AND PROCEDURES ORDINANCE, AS CODIFIED IN SECTIONS 134-51 THROUGH 134-64 OF THE CODE OF LAWS AND ORDINANCES, TO UPDATE THE REGULATIONS GOVERNING THE INSTALLATION OF SUSTAINABLE AND SAFE UTILITIES INFRASTRUCTURE WITHIN THE COUNTY; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on May 11, 2004, the Board of County Commissioners, Ex Officio the Governing Board of the Collier County Water-Sewer District, concurrently adopted Collier County Ordinance No. 2004-31, known as the Collier County Utilities Standards and Procedures Ordinance, together with the Utilities Standards Manual, including all of the Manual's exhibits. These documents provide County procedures and guidelines for the design,construction and repair of both privately constructed and County constructed utility systems in Collier County; and WHEREAS, on May 8, 2018,the Board accepted an update to the After-Action Report provided during the Board's November 7, 2017 Workshop regarding the effects of Hurricane Irma, in which staff proposed updating both the Utilities Standards Manual and the Collier County Utilities Standards and Procedures Ordinance to ensure greater resiliency in construction; and WHEREAS, the Board wishes to update the Collier County Utilities Standards and Procedures Ordinance to ensure greater resiliency in construction to better protect the citizens of Collier County during extreme weather events. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COLLIER COUNTY FLORIDA AND EX-OFFICIO GOVERNING BOARD OF THE COLLIER COUNTY WATER-SEWER DISTRICT,that SECTION ONE: The following Sections of Ordinance No. 2004-31, as amended, and codified in Chapter 134, Article III,of the Code of Laws and Ordinances are amended as follows: Sec. 134-51. Findings and purpose. (a) It is the intent and purpose of this ordinance to promote, protect, and improve the health, safety and welfare of the citizens of Collier County by the establishment, herein, of standards and procedures for the construction, development, maintenance, and operation of safe, reliable potable water, non-potable irrigation water and wastewater systems that meet the demands of Collier County's land development and population growth and that are constructed, developed, maintained and operated according to the latest technical and professional standards. This ordinance, therefore, establishes minimum utility Words Underlined are added;Words Sai-iek-Threagit are deleted. Page 1 of 19 requirements for development of potable water and non-potable irrigation water transmission and distribution and for wastewater collection and transmission systems or portion(s) thereof within the unincorporated areas of Collier County, Florida. This ordinance attempts to ensure that,with respect to all utility construction performed,reliable and economical utility services shall be provided to users of the potable water,non-potable irrigation water and/or wastewater systems within Collier County. All requirements set forth herein are in conjunction with and supplemental to the Collier County Land Development Code (the "LDC"), to the Collier County Growth Management Plan and to such other applicable Collier County Ordinances, Resolutions and/or regulations as are related to land development and/or subdivision of lands within Collier County. The , The public utilities department divisions shall review deviations(see Standards Manual for Utility Deviation Forms) from the standards and procedures established herein, which are brought about by innovative applications of design principles/solutions to individual projects. Upon such review,the public utilities administrator or designee, at his discretion, may approve such deviations, provided that such deviation shall not result in systern/facility operation or maintenance performance that is less than that which would be provided in this ordinance,if recognized,accepted standards are used,and provided further that such deviation promotes, protects, and improves the health, safety and welfare of the citizens of Collier County, Florida. Requested deviations from the requirements of this ordinance shall be referred to the public utilities administrator or designee(s).All deviation requests must include an impact statement.Appeals to rejected deviation requests shall be mailed to the public utilities engineering director of the public utilities division. * * * * * Sec. 134-53. Applicability. This ordinance shall be applicable to development activities within the Collier County Water-Sewer District, and the remaining unincorporated areas of Collier County,Florida.For the purposes of simplicity and brevity,references herein to the Collier County Water-Sewer District shall also refer to the Goodland Sub-District,where appropriate, as the context requires. Sec. 134.54 Water and wastewater ordinances and resolutions. The board of county commissioners, acting in their regular capacity as well as their capacity as the ex-officio governing board of the Collier County Water-Sewer District(including has adopted other ordinances, ordinance amendments and resolutions on behalf of the county and the district. Such ordinances, ordinance amendments and resolutions, together with all such duly adopted subsequent ordinances,ordinance amendments and resolutions apply fully except to the extent, if any, specifically and expressly superseded by this ordinance. Words Underlined are added;Words Struck--Thfeegh are deleted. Page 2 of 19 Gp,O Section 134.55. Service areas. (a) The following requirements shall apply with respect to the county's review of utility construction within the district's service area in the unincorporated area. (b) Construction of all utility systems including, but not limited to, interim utility systems, shall comply with the LDC, with this ordinance, and with the Collier County Utilities Standards Manual, which is hereby adopted by the board as part of this ordinance. The penalty provisions of this ordinance apply equally to the manual and to exhibits then incorporated by reference into the manual. (c) Utility construction shall not commence until the utility construction documents for each project have been reviewed and approved by the engineering review services department director (county engineer) or designee and the county has thereafter issued a written authorization to construct.Conveyance of completed interim utility system(s)or portion(s) thereof within these certificated or other approved service areas shall be in compliance with the LDC,this ordinance,and the Collier County Utilities Standards Manual. (d) Prohibited connections. Refer to the latest revision of the County Cross-Connection Ordinance as well as subsections 134-55(d)(1)--(3). (1) Wastewater and stormwater.No individual or entity owning,possessing or having control of any building, structure, or other improvements within the then existing district shall cause, permit, allow or suffer any stormwater and/or any water used for irrigation to be discharged into any sanitary sewer, drain, cleanout, or manhole that is connected to the district's wastewater collection system (direct discharge), or into any other facility that is connected into such sewer, drain or manhole, (indirect discharge). Only wastewater from toilets, lavatories, sinks, bathtubs or showers upon or in said premises shall be discharged into any such sewer, drain or manhole. (2) Yard, garden, private stormwater drainage facilities. No yard drainage, garden drainage, nor any stormwater, including from a drainage line, roof drain or downspout, shall discharge directly or indirectly into the county's or the district's wastewater collection system. (3) Inspection—Correction of violation condition.An authorized representative of the county may enter premises (except an owner-occupied residence) to determine whether any violation of subsection 134-55(d)(1) or (2) exists. If it is determined that such violation exists,staff shall provide written notice to the owner or occupant of the premises to direct that all such violations be corrected within 30 days of receipt of such notice,and within that 30-day period,the noticed owner or occupant shall notify staff in writing that each such violation has in fact been corrected. If staff does not receive such notification of correction within that 30-day period,staff may correct all such violations subject to providing the owner or occupant not less then three additional work days written notice. Notice from the county or district may be registered mail or by any other lawful means of delivery of such notice, addressed to the owner(or occupant) as the owner's name and address then appear Words Underlined are added;Words Strtiek-Thcough are deleted. Page 3 of 19 Gp,O on the then most current tax assessment roll. In the event county staff corrects the violation(s),the county's may record a lien against the relevant premises,which lien shall run with the land and may be foreclosed upon or otherwise collected by staff. e) Private wastewater systems. (1) Private pump station owners are required annually to provide the following to the Public Utilities Department: a. Emergency phone number of pump station owner b. Emergency phone number of pump station operator c. Maintenance reports and inspection reports d. If any phone numbers change, an update must be provided within 24-hours. (2) Private pump station access must be secured with a master lock provided by the Public Utilities Department. Public Utilities' lock may be interlocked with the owner/operator's lock to allow access by both. (3) The Public Utilities Department is authorized to conduct inspections of private wastewater pump stations at its discretion. Any non-compliance will be enforced through code enforcement and FDEP code compliance where applicable. (4) Home Owners Associations (HOAs) and/or private wastewater pump station owners will have the opportunity to convey their pump stations including collection systems to the Collier County Water-Sewer District (CCWSD) after bringing the infrastructure into compliance with current utilities standards. System upgrades and repairs of any defects shall be the financial responsibility of the HOA or private wastewater system owner. Sec. 134-56.-Definitions and abbreviations. (a) Definitions. For the purposes of this article,the following terms,phrases,and words, shall have the meaning specified herein. When not inconsistent with the context, words in the present tense include future tense, words used in the singular number include the plural, and words used in the plural include the singular. "Shall" is always mandatory; "may" is discretionary. Definitions in this ordinance supersede definitions in the Standards Manual to the extent of any conflict between a definition in this ordinance and a definition in the manual. No definition in this ordinance shall be construed to affect any definition in the Florida Administrative Code or any other administrative regulation of any superior government agency unless such F.A.C. or other governmental regulation's definition can lawfully be expanded,contracted or otherwise amended by this ordinance and the apparent intent of the conflicting definition in this ordinance is to amend the scope or application of the respective conflicting exterior definition.Many of these definitions contain substantive provisions.The fact that a substantive provision is contained in a definition does not affect full applicability of each such substantive provision. Words Underlined are added;Words Struck— .�' ongh are deleted. Page 4 of 19 Gp,0 * * * * * , , director(county a eer) * * * * * Development services advisory committee (DSAC): A 15 member committee created pursuant to Ordinance No. 95-60 to provide reports and recommendations to the board of county commissioners, to assist in the enhancement of the operational efficiency and budgetary accountability within the growth management en ron a __-imtal community av-rat,,..�cni—scira- o .,, services and public utilities departments divisions,and to serve as a primary communications link between the departments divisions, the development industry and the citizens and residents of Collier County. Deviation: Requested variation from the requirements of this article or the Collier County Standards Manual requiring written approval from the public utilities department division administrator or designee(s). * * * * * Growth Management Department: A department of Collier County which, for purposes of this article, shall be responsible for processing, reviewing and approving potable water, non-potable irrigation water and/or wastewater construction requests, pursuant to the terms and conditions of this article and/or the LDC, including the engineering evaluation, design and construction of potable water, non-potable irrigation water and/or wastewater utility systems. As outlined herein, and as set forth in the LDC, the "community development and environmental services administrator" shall mean the engineering review services division director(county engineer). * * * * * Public utilities department division: A department division of the Collier County government comprised of various departments including, but not limited to, the water and wastewater departments. The public utilities division is responsible for the management, operation and maintenance of the Collier County Water-Sewer District. The public utilities department division, together with the growth management department services-division shall have the responsibility to approve potable water, non-potable irrigation water (in dual systems) and wastewater systems requests, as well as engineering evaluations, including, but not limited to, the design and construction of all potable water, non-potable Words Underlined are added;Words Struck Tivough are deleted. Page5of19 0,0 irrigation water, and wastewater systems eligible to be conveyed to the board for ownership and maintenance as outlined herein. * * * * * (b) Abbreviations. ANSI American National Standards Institute ASTM American Society for Testing and Materials AWWA American Water Works Association BCC Board of County Commissioners CCWSD Collier County Water-Sewer District GMD Growth Management Department CDES CPI Concrete Pipe Institute CUE County Utility Easement DCA Department of Community Affairs DSAC Development Services Advisory Committee ERP Environmental Resource Permit FAC Florida Administrative Code FDEP Florida Department of Environmental Protection FDOT Florida Department of Transportation GIS Geographic Information System LDC Land Development Code MSW Municipal Solid Waste NAD North American Datum NEC National Electrical Code NEMA National Electrical Manufacturers Association Words Underlined are added;Words Struek-Thceagh are deleted. Page 6 of 19 Cp.0 NFPA National Fire Protection Association NPDES National Pollutant Discharge Elimination System NWRI National Water Research Institute PE Professional Engineer PUD Public Utilities Department Division (can also mean Planned Unit Development) PWA Preliminary Work Authorization ROW Right-of-Way SDP Site Development Plan SFWMD South Florida Water Management District SIP Site Improvement Plan UPS Utilities Performance Security USACE U.S. Army Corps of Engineers WEF Water Environment Federation Sec. 134-57. Policies and standards. (a) Utility service: Availability of service from the district. (1) As a requirement to developer's submittal of construction documents, developer shall obtain prior written verification from the public utilities department division regarding service from the district, which shall (i) ascertain the current status of utility service from the district,if any;(ii)identify restrictions,if any,of availability of such service(s); and (iii) provide pertinent facts regarding location and availability of district's existing and/or then proposed district utility system(s). The department division shall respond in writing to all such requests. * * * * * (6) Adequate public facilities letter. In the event the proposed development is outside the service area of the CCWSD, but within the then certificated service area of any another utility or utility service provider,that utility or utility service provider shall submit an adequate public facilities letter to GMD CDES. That letter must prove that prompt availability of such service is available to adequately provide the utility Words Underlined are added,Words are deleted. Page 7 of 19 Cp,O II service(s) and must demonstrate that the entity can and will provide service to the proposed development in accordance with Chapter 64E-6 F.A.C. for water and wastewater service systems having a capacity not exceeding 10,000 GPD; also in accord with Chapters 62-550 and 62-555 F.A.C. for water systems having a capacity of greater than 10,000 GPD, and/or with Chapter 62-600 F.A.C. for wastewater systems having a capacity of greater than 10,000 GPD. The adequate public facilities letter must clearly describe the type and capacity of the utility services that is available in accordance with the then existing standards in Chapter 64E-6 F.A.C. or Chapter 62-600 F.A.C., as applicable, and must include all restrictions or requirements the utility(or service provider)may have regarding the issuance of a binding written commitment for such service(s) to the proposed project. In the event that potable water, non-potable irrigation water and/or wastewater service is not readily available to fully serve the proposed project, it shall be the developer's responsibility to extend and/or improve such service so that such service(s)can be utilized,or clearly and fully detail the steps that will be taken to be served with interim utility services. All F.A.C. provisions referred to herein that are renumbered shall be fully applicable. Refer also to this article's definition of adequate public facilities letter, which is incorporated herein. The GMD CDES administrator or designee may require additional information from the utility (or other service provider) in addition to the adequate public facilities letter, whereby the utility (or other service provider) must prove to staffs reasonable satisfaction that the required service(s) are readily available and will be provided promptly. If requested by staff, the other utility (or service provider), at no expense to the county, shall promptly provide staff with a capacity analysis report for such utility service(s),as well as such other additional information as may be requested by staff. The burden of proof is on the utility or service provider. (b) FDEP permits. (1) With respect to development and/or release of FDEP construction permit applications from the growth management department ,written approval from the engineering review services division went director (county engineer) or designee of the utility portion of the construction documents for the potable water, non-potable irrigation water and/or wastewater system(s) or portion(s) thereof is mandatory before the county or district executes and releases applications for any required FDEP permits. Prior to commencement of construction,FDEP permit must be issued.With respect to development of and/or construction activities for an interim utility system, the development may obtain executed FDEP permit applications prior to engineering review services division department director (county engineer) final written approval of construction documents. Under no circumstances shall construction commence with regard to the interim utility system until the construction commencement criteria in subsection 134-58(f) herein have been satisfied. With respect to those service areas outside the CCWSD, copies of all approved FDEP construction and operating permits shall be submitted to the county or district immediately upon issuance and receipt. Words Underlined are added;Words Stfuek—Thfeagh are deleted. Page 8 of 19 CAO (2) With respect to the FDEP certification of completion of construction forms, the engineering review services division dew director (county engineer) or designee will have the forms executed by the public utilities division after they receive the preliminary inspection approval letter during the preliminary acceptance process. The engineering review services division dew director (county engineer) or designee will release the forms after review and approval of the required utility conveyance checklists items in the standards manual per preliminary conveyance policy. * * * * * (g) Utility easement. (1) All uses of Collier County Utility Easements (CUE) shall be in accordance with this ordinance or other board approved uses and shall be for the exclusive sub- surface use of the board or other county or district approved uses. All CUEs shall comply with relevant LDC requirements, unless specifically authorized to do otherwise in writing (in the form of a utility deviation form)by the public utilities department division administrator or designee(s). Any use, other than service crossings,of a CUE that is not authorized by the county or district and/or approved by the board is prohibited. Any use of a CUE that creates a hazard or potential hazard to the potable water, non-potable irrigation water and/or wastewater system(s)or portion(s)thereof or to the employees of the board/county/CCWSD in the performance of their duties is prohibited. Private road rights-of-way with CUE overlays are exempt from the exclusive use provision, however,all design setback and construction requirements of the ordinance shall be adhered to. (2) Privately-owned utilities may be allowed within a CUE, subject to prior approval by the engineering review services division department director (county engineer) or designee with coordination with the transportation services division and/or the public utilities department division,and provided that such privately-owned utility does not hinder operation and/or maintenance and/or repair activities and does not create an unnecessary financial burden to the rate payers of the district. Aboveground improvements such as,but not limited to, paved parking, decorative walls and/or landscaping may be permitted to be installed within a CUE by the grantor, its successors or assigns. However, all costs and expenses of any and all repairs,replacements,maintenance and restorations of all such improvements shall be the sole financial responsibility of the grantor, its successors or assigns. These cost obligations shall be clearly stated on the approved plans,record drawings,and, if applicable, in the homeowners' association documents but failure to state such obligations shall not affect these obligations. (3) Combined water-wastewater easements shall be agreed upon on a case-by-case basis, dependent on depth of lines and shall not be combined, unless and until Words Underlined are added;Words t,�'4-hrongh are deleted. Page 9 of 19 CPO approved by the engineering review services division department director (county engineer)or designee. (4) Width of easements. a. Minimum width of potable water main, force main, and/or non-potable irrigation main easements shall be 15 feet. b. Minimum width of gravity wastewater easements shall be twice the depth of the bottom of the line or 15 feet,whichever is greater; and c. Lift station easements shall be at least twice the depth by twice the depth of the lift station inside-of-wetwell bottom or 30 feet by 30 feet,whichever is greater; and d. Combined water-wastewater easements shall be agreed upon on a case-by- case basis, dependent upon depth of lines. e. In the event that the CUE(s) do not provide the county/district with full, adequate physical access to the respective utility facilities,the county must be provided with other written rights of physical access to such utility facilities. f. For well easements,refer to the LDC. * * * * * Sec. 134-58. -Construction approval and document submissions. (a) General.This section establishes the county's or district's minimum requirements,pursuant to, or in addition to, the minimum LDC requirements for the submission of the following construction documents by the developer, owner and/or contractor, for county or district review; however, the engineering review services division department director (county engineer) or designee or district staff may require additional data, as the county or district staff deems necessary, in order to complete its review of: (b) Construction documents. * * * * * (4) Schedule of fees and charges.The board shall by resolution establish a schedule of fees and charges for construction plan review and inspection services.The schedule shall be posted in the growth management department divisio of community The resolution shall be filed with the clerk to the board. The schedule may be revised pursuant to standard resolution adoption and amendment procedures. The construction document review fee shall be submitted with the construction document submission. The construction document review resubmission fee shall be required if the county's staff requires a third review in addition to the initial review and one resubmission. The Words Underlined are added;Words Struck ttreugh are deleted. Page 10 of 19 (;pO resubmission fee shall be submitted at the time the third submission is made. The construction inspection fee shall be submitted prior to the final construction plan approval. The construction document modification fee shall be submitted upon written request by the county staff prior to final approval of the modifications requested.The developer shall be responsible for the payment of all fees identified above. (5) Plans, specifications and cost estimate. The engineer of record shall furnish complete sets of the construction drawings and technical specifications(engineer's report)as required by the growth management department (a set of bound technical specifications shall be provided for community development's master file if not already done so). Construction drawings shall be prepared on standard size 24" x 36" sheets. Technical specifications (the engineer's report) shall be typewritten on 8'/2" x 11" sheets and bound in an acceptable manner. Technical specifications(the engineer's report) shall include an estimate of probable construction costs, prepared by the engineer of record,which contains a summary of quantities and estimate of installed cost for the potable water,non-potable irrigation water and/or wastewater system(s) or portion(s)thereof proposed for construction.The cost estimate shall be prepared by the engineer of record and submitted in itemized form to include the cost of all required improvements and/or the contract bid price for all work necessary to complete the required improvements.Incorporation of technical specifications into the construction drawings, in lieu of a separate set of written specifications as described above, shall not be acceptable. The construction documents shall be submitted to the community development and environmental services administrator or designee for review and written approval prior to the commencement of construction. The construction documents shall include,but not be limited to: a. Cover sheet with location map; g. Potable water, non-potable irrigation water and/or wastewater standard details. Use of the technical standards contained in the standards manual shall be required for all construction projects. Pavement restoration, backfill standards, compaction requirements, etc., regarding work within the public rights-of-way or CUEs shall be governed by the rules and regulations established by the public utilities department division as outlined in the standards manual. Standard details involving these items shall reflect the requirements of the public utilities department division; * * * * * Words Underlined are added;Words elF—Through are deleted. Page 11 of 19 �,p,0 (c) Fire control district approval. (1) All construction drawings containing potable water distribution systems or portion(s) thereof shall be reviewed by, and shall require written approval by, the appropriate independent fire control districts. Fire hydrant location design shall be in compliance with the LDC or NFPA regulations,latest edition,whichever is more restrictive. The fire control district shall provide the county staff with a letter approving the number and location of the fire protection facilities to serve the project. This letter shall contain an agreement by the fire control district to accept the ownership and maintenance responsibilities for the hydrants after construction is complete pursuant to the established policy of each individual fire control district in effect at such time. The public utilities department division will be responsible for the fire hydrant lead, up to and including the gate valve as specified in the standards manual, unless the fire districts do not accept ownership of the fire hydrants and leads after the isolation valve, in which case the entire lead and fire hydrant shall be dedicated to the district. * * * * * (d) Plats. * * * * * (2) Final approval of construction documents for a project will not be made until the board, pursuant to the LDC requirements, has duly approved the proposed plat. Plats submitted and approved by the board shall be in complete accordance with this ordinance. Any requests for deviations from this ordinance shall be clearly outlined in the executive summary, with a copy sent to the affected division depaft-ment(s). Deviations approved as part of the plat shall not be valid unless clearly outlined in the applicant's submittal letter and a copy of such approval by the public utilities department division administrator or designee(s) is provided. If a plat is not required for a specific project, the engineer of record shall provide documentation confirming such so that the county staff may determine the extent of utility easements that must be provided. (e) Utilities performance security and final acceptance obligations cash bond. * * * * * (4) The issuer of any letter of credit shall be a federally insured and regulated savings and loan association or commercial bank, authorized to do, and doing business, in the State of Florida. The place of expiry must be in Florida. Any letter of credit must be irrevocable for at least 24 months and must apply to both the construction and maintenance obligations of the developer and all final utility acceptance obligations, including late fees, and must be acceptable to the Collier County Attorney. The beneficiary of any letter of credit shall be the board.The beneficiary Words Underlined are added;Words are deleted. Page 12 of 19 CPO of a letter of credit provided as a UPS shall be entitled to draw on the letter of credit i f: a. The developer has failed to construct or maintain the subject potable water, non-potable irrigation water and/or wastewater improvements;or has failed to fully perform all final acceptance obligations. Final acceptance obligations must be submitted to community development&environmental services, engineering services division department within 14 months following preliminary acceptance. b. The letter of credit is scheduled to expire prior to final acceptance, as described in subsection 134-60(c) herein, and alternative performance security has not been provided and accepted in accordance with this ordinance within three business days prior to the expiration date. (5) A final utility inspection of the subject potable water, non-potable irrigation water and/or wastewater system(s)or portion(s)thereof shall be conducted prior to release of a UPS. All construction and maintenance obligations covered by a UPS shall be guaranteed and maintained by the developer until satisfactory completion of the final utility inspection.To schedule the final utility inspection,the county staff shall provide written notice to the engineer of record, if practicable, approximately 30 days prior to the completion of the one-year period from acceptance by the county, the district or the board of the system(s) or portion(s) thereof. The representatives of the county, engineer of record, contractor, and developer shall conduct final utility inspection. (6) The final acceptance obligations cash bond and the UPS shall remain, at all times, in full force and effect until the board approves final acceptance. Upon such approval, the county staff shall return and release the UPS to the project engineer or the developer's designated agent and shall return the then due payment balance, if any, of the final acceptance obligations cash bond,without interest,to the entity that supplied the final acceptance obligations cash bond. The provider of the cash shall be strictlyresponsible to promptly keepcountystaff advised of sufficient bond po P P Y mailing return information to facilitate return of the then due cash bond balance. If the provider of the final acceptance obligations cash bond does not notify staff in writing to the contrary, the final acceptance obligations cash bond shall run with the land if the land is sold or otherwise transferred in the interim and in such event shall be returned to the then current landowner(s) or, if applicable, owner's of the common areas, such as the condominium association or developer's association. If due to default of the provider of the final acceptance obligations cash bond, it is not possible for staff to ascertain the refundable amount of the bond within four years of the date of delivery of that cash bond to the county and the district,the cash bond shall be forfeited to the public utilities department division after deducting all then known obligations payable out of that bond. * * * * * Words Underlined are added;Words Stfuek-Threagh are deleted. Page 13 of 19 Gp,O (g) Construction document modification.The engineering review services division department director (county engineer) or designee, prior to commencement of construction, must approve all modifications to previously approved construction documents.The engineer of record shall submit a construction document modification including a written technical description of all modifications, any and all applicable fees, and revised construction drawings to the county staff for written approval prior to construction. Sec. 134-59. Construction observation and inspection. (a) General. * * * * * (d) Construction observation and inspection. (1) General. Pursuant to the F.A.C., Chapter 62-555.533, the construction of potable water and/or wastewater system(s) or portion(s) thereof requires a professional engineer("P.E.")to certify that the construction was completed in accordance with the approved construction plans and technical specifications.The certification must be based upon on-site observation of construction;therefore,all potable water,non- potable irrigation water and/or wastewater systems construction shall require on- site construction observation in compliance with the LDC and F.A.C., Chapter 62- 555.533, as may be amended hereafter. The construction observation shall be performed by a P.E. licensed to practice in the State of Florida or a designated technical representative under the P.E.'s direction. The P.E.'s certification of construction compliance with county staff approved construction documents verifies that the potable water,non-potable irrigation water and/or wastewater systems or portion(s) thereof have been constructed in accordance with record drawings. Refer to section 134-60: Utilities conveyance procedures. (2) Construction inspections by county representatives. a. Upon final written approval of construction documents by the county staff, the engineer of record shall be provided with a list of standard inspections that require the presence of a county representative.All required inspections shall be identified in the county's staffs approval letter for the project. The engineer of record or applicant's contractor shall be responsible for requesting county inspections based upon the scheduling and progress of construction. Requests for inspections shall be provided to the county staff at least 48 hours prior to the requested inspection to allow scheduling of the county inspector. Verbal confirmation of the inspection time or a request to reschedule the inspection shall be made by the engineer of record. During Words Underlined are added;Words StruckStruek—ThFough are deleted. Page 14 of 19 CPO the county inspection, the engineer of record or his/her designated representative shall be available on-site. b. Routine county inspections shall be performed without notice on all potable water,non-potable irrigation water and/or wastewater systems construction to ensure compliance with county approved construction documents. In the event the county inspector,or an employee of the public utilities department division, during an on-site inspection, finds construction in progress which does not comply with the procedures and policies contained herein and/or the approved construction documents,the county inspector,or employee of the public utilities department division shall have full authority to issue a stop work order. Such stop work order shall remain in full force and effect with respect to the non-compliant work until the documented discrepancies have been corrected to the full satisfaction of the public utilities department division. Construction-related inspections, where applicable, shall include, but not be limited to,the following: 1. Hot taps to potable water lines larger than six inches and wastewater systems lines greater than four inches.* 2. Master meter and bypass piping. 3. Jack&bore casings.* 4. Pressure tests.* 5. Infiltration/exfiltration tests.* 6. Lift station installation, prior to cover-up and start-up.* 7. Lift station start-up.* 8. Lamping of sewer lines.* 9. Pigging and flushing of wastewater lines,force mains,potable water mains and non-potable irrigation lines. * Note: full bore flushing and pigging of potable water lines need only water division depaftment inspection. 10. Television video taping of wastewater lines at end of construction and the warranty period("in-office review"). 11. Conflict construction.* 12. Connections to existing potable water, non-potable irrigation water and wastewater systems.* 13. Eight inch diameter or larger casing installations.* 14. Other special requirements as specified by the county staff at the time of construction document approval. 15. Chlorination of water lines and reflushing of line after chlorination (needs only water division department inspection only).* 16. Installation of temporary meters/backflows.* 17. Bacteriological sampling (needs water division depaffinent inspection only).* 18. Hot taps to any water concrete mains,pressure tests on lines 20"and greater,and connections to existing potable systems greater than 12" Words Underlined are added;Words Stuelf-Threes are deleted. Page 15 of 19 GAO need to be inspected by the water division department and GMD CDES.* 19. Fire flow testing. *An inspector on behalf of the county or other qualified employee of the county must be present during inspections marked with an asterisk. * * * * * Sec. 134-60. Utilities conveyance policies and procedures. (a) General. All utility facilities to be conveyed to the county or district, at the time of conveyance to the county or the district must comply with this ordinance and with all then applicable standards and specifications.Nothing in this ordinance requires that the county or the district must accept title to or any responsibility for any utility facility, including each interim facility or interim system, until the facility or system has then received all proper permits/licenses from all applicable agencies prior to and during the construction, expansion, repair and/or maintenance or completion of each such utility facility or interim utility facility or interim system and the facility, interim facility and/or interim system, then complies with all applicable rules and regulations of all federal, Florida and/or local regulatory authorities or agencies, and of this ordinance, the utility standards manual and all of the documents then incorporated by reference in that manual, and each such facility, interim facility and/or interim system is not then under litigation, enforcement action, claims and/or liens prior to the transfer and/or entering into a facilities agreement associated with the district or other independent district utility. Subject to these requirements, potable water, non-potable irrigation water and/or wastewater systems or portion(s)thereof,after public utilities department division approval (if applicable), shall be offered to be conveyed to and accepted by the board. The board will accept title to the offered facilities unless in the specific instance there exists good reason not to accept title to such facilities. Preliminary acceptance shall, after public utilities department division approval (if applicable), be granted by the growth management department nity development and administrator or designee. Upon approval from the public utilities division, final acceptance of such facilities and/or system may be approved by the board (subsequent to the one year warranty period) and after all final acceptance obligations and requirements have been complied with.All facilities and/or systems shall be located within a CUE(or public right-of-way)if they are to be owned, operated and/or maintained by the county or the district. Neither the county nor the district shall have no duty with regard to,or any responsibility for, any utility facilities until title to such utility facilities has been finally accepted by the board. Notwithstanding that neither the county nor the district has any duty with respect to such facilities or systems, in the event that county staff deems that due to necessity (emergency) the county or the district should expend money and/or perform labor to repair,replace,maintain, relocate,remove or have a contractor or other entity perform any other similar activity with regard to such utility facilities or system, the board is authorized to record a claim of lien against the property, site(s) or units(s) that were Words Underlined are added;Words Struckare deleted. Page 16 of 19 CAO responsible for such utility facilities (or system) at the time the county staff deemed it necessary to act. * * * * * (b) Conveyance documents. Upon the county's (or district's) final approval of construction documents,engineering review services division department director(county engineer)or designee shall provide the developer with the county's checklist (see standards manual appendix) of conveyance documents required for submission at the time the constructed system(s)or portion(s)thereof is considered for dedication to county or district. (1) All conveyance documents, including but not limited to, deeds, bills of sale, affidavits, easements, facilities agreements, subordinations, master condominium/homeowner's association documents, letters of credit and UPSs, shall be in a form acceptable to the Collier County Attorney.A schedule of standard legal document forms,approved by the county attorney,shall be utilized as a guide in the preparation of conveyance documents. (Refer to section 134-64 of this ordinance and Appendix D of the Standards Manual.) Revisions to standard legal document forms as provided herein shall be reviewed and approved by the county attorney prior to submittal to the growth management department comfy (2) Each instruction in section 134-64 of this ordinance is a substantive provision of this ordinance that must be complied with unless waived in writing by the reviewing assistant county attorney with regard to the specific document in the specific instance, and subject to such conditions as may be required by that attorney. (3) All documents shall be submitted to the engineering review services division depart director(county engineer)or designee for review and written approval prior to preliminary acceptance of the utility system(s) or portion(s) thereof and commencement of service.Recording of all documents shall be made by the county only after written acceptance by the community development and environmental services administrator or designee.All documents recorded hereafter,which do not follow this procedure, shall be returned as "unacceptable." * * * * * (e) Bacterial analysis. Bacterial analyses shall be required for all new potable and raw water transmission and distribution systems or portion(s) thereof to be constructed. Bacteriological samples for potable and raw water system construction shall be performed prior to preliminary acceptance of the system(s) or portion(s) thereof. All such analyses shall be performed by the water division department laboratory at no cost to the county or the district,with test results submitted in writing to the engineering review services division department director(county engineer)or designee before 30 days of being placed in service for transmission and/or distribution lines.The public utilities department division shall not process meter installations until bacterial tests have been satisfactorily completed and Words Underlined are added;Words Stek- +ram are deleted. Page 17 of 19 GAO submitted, and the division has received the FDEP placement in service approval letter or other FDEP written approval. The developer shall be responsible for coordinating all aspects of submission of necessary test results and/or State approvals for placement in service of the potable water system(s) or portion(s)thereof. (f) Final costs. The developer or engineer of record shall submit to the engineering review services division department director(county engineer)or designee a detailed listing of all materials utilized in the utility system(s) construction. This schedule shall include the description of items,quantities utilized,per unit cost and total cost for each individual item utilized in the potable water, non-potable irrigation water and/or wastewater system construction. The total cost of all items, including labor and installation costs, utilized for the potable water, non-potable irrigation water and/or wastewater system shall be clearly shown on the verification of final cost schedule. A UPS of ten percent will be calculated on the verification of final cost schedule. Costs shall be table separately for proposed county-owned (certification of contributory assets—county) and privately-owned (certification of private material) infrastructure(s). These cost breakdown listings will be for material costs only,exclusive of any and all labor and/or installation costs. * * * * * (h) Lift station submittals. A copy of the manufacturer's startup report for each facility shall be provided with conveyance documents. Included with this report shall be a written verification from the electrical contractor for the lift station verifying the wire type and size for the electric service and certifying that the voltage drop across the service under full load startup will not exceed five percent of the power company's line voltage at the transformer supplying the station. All tools, such as access cover lock handles, valve wrenches, keys or panel locks,required for the ready access and use of the facilities shall also be submitted to the engineering review services division department director (county engineer) or designee with the documents. (i) Recordation fees. The developer of a project will be responsible for the payment of all recordation fees associated with the utilities conveyance procedures. The developer shall remit the total amount of the recording fee associated with recording the conveyance documents to the engineering review services division department director (county engineer) or designee prior to the final acceptance of the potable water, non-potable irrigation water and/or wastewater system(s)or portion(s)thereof. * * * * * Sec. 134-61. Amendments. County staff may recommend amendments to this article (including the manual and documents incorporated by reference into the manual)as may be deemed necessary or appropriate by the public utilities administrator and, in case of actual or possible conflict with the LDC,upon the additional prior review by the growth management administrator (it being understood that Words Underlined are added;Words Staiek—llyekigh are deleted. Page 18 of 19 Cp,0 conflict ith .->, T DC and the LDC controls to the extent of such conflicts). Revisions to the standards manual should be made periodically by the public utilities administrator to reflect the best engineering practices,technology advances,compliance with other agencies,and public input, if any. Such revisions shall also be reviewed by the parties listed above. Revisions to the standards manual must be approved by Resolution of the board of county commissioners. Each such resolution must be placed on the BCC agenda under scheduled public hearings or in the summary agenda section. SECTION TWO: Conflict and Severability. In the event this Ordinance conflicts with any other Ordinance of Collier County or other applicable law, the more restrictive shall apply. If any court of competent jurisdiction holds any phrase or portion of the Ordinance invalid or unconstitutional, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion. SECTION THREE: Inclusion in the Code of Laws and Ordinances. The provisions of this Ordinance shall become and may be made a part of the Code of Laws and Ordinances of Collier County,Florida. The section of the Ordinance may be renumbered or re-lettered to accomplish such, and the word "Ordinance" may be changed to "Section," "Article," or any other appropriate word. SECTION FOUR: Effective Date. This Ordinance shall take effect upon filing with the Florida Department of State. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County,Florida,this \ day of—5,A-A ,2018. ATTEST: BOARD OF COUNTY COMMISSIONERS ' CRYSTAL K. KINZEL, INTERIM CLERK COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COLLIER COUNTY FLORIDA AND EX-OFFICIO GOVERNING BOARD 0 T COL COUNTY WATER- E ISTRI upfil.. By: Abe t a5 t0hIR11i $puty Clerk A DY SOL , C IRMAN _.XCLform and legality: This ordinance filed with the Secretary of State's Officethe I day of Jeffre ' v ow, and acknowledgement pf that Coun • orney filin received this IC . da} of c3,4.t$, Deputy Carle Words Underlined are added;Words Sisk-Trough are deleted. Page19of19 GO P Si'it ir1,44 Ake, x ` FLORIDA DEPARTMENT Of STATE RICK SCOTT KEN DETZNER Governor Secretary of State July 12, 2018 Honorable Dwight E. Brock Clerk of the Circuit Court Collier County Post Office Box 413044 Naples, Florida 34101-3044 Attention: Teresa Cannon Dear Mr. Brock: Pursuant to the provisions of Section 125.66, Florida Statutes,this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 2018-36, which was filed in this office on July 12, 2018. Sincerely, Ernest L. Reddick Program Administrator ELR/1b R.A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250 Telephone: 1850) 245-6270 www.dos.state.fl.us CN,O Utilities Standard Manual Table of Revisions Revisions as of 6/18/2018 Fiscal Impact to Item Sub-Section/Detail Revision Summary Developer (Approx.) Section 1 -Design Criteria The document was reorganized to group all general requirements in Part 1, 1 Part 1 General followed by water and non-potable irrigation water in Part 2,wastewater in Part 3, None and electrical and control systems in Part 4. Pipeline Separation Clarified the last sentence of the first paragraph to indicate that 57 stone is None(already 2 1.1 Requirements required only where vertical separation is less than 18 inches. required by detail) Pipeline Separation Deleted the clause concerning ductile iron pipe from the second sentence of the 3 1.1 Requirements third paragraph for consistency with an earlier revision eliminating DIP as an option None for force mains and to eliminate the ambiguity regarding water mains. 4 1.2 Horizontal Introduced new requirements for detailed construction drawings to be prepared by Staff CIP projects Directional Drilling a licensed Florida P.E.for any capital improvement project using HDD. only Pipe and Fitting Add requirement that potable water mains 16"and larger be DIP or HDPE(i.e. $10 to$50 per 5 2.1 LF,depending on Material eliminate PVC option). size Condensed hydraulic design analysis to fire flow under peak hour conditions rather Water Pipeline than separate analyses for peak hour and maximum day with fire flow conditions, 6 2.2.1 [1.2.1] simplified all water design demands to be 1.4 times the corresponding wastewater None Sizing Criteria design flows, and revised chloramine dissipation modeling criteria for consistency with the hydraulic design criteria. Water Pipeline Replaced paragraph A to require a source pressure assumption based upon a Potential savings 7 2.2.1 [1.2.1] Sizing Criteria recent fire flow test and provided an equation for converting test results into a on smaller dia. design source pressure. pipe 8 2 2 1 Water Pipeline Revised mg/I to PPM None Sizing Criteria GAT C.001411 ty 1 Cp0 Utilities Standard Manual Table of Revisions Revisions as of 6/18/2018 Fiscal Impact to Item Sub-Section/Detail Revision Summary Developer (Approx.) 9 2 2 2[1 2 2] Distribution System Clarified requirements for water main looping and automatic flushing devices. None Layout 10 2.6.1 [1.6.1] Service Pipelines Clarified requirements for water service conduits. None $1500 to$5000 11 2.6.2[1.6.2] Water Meters Delete separate meter requirement for cooling towers per each, depending on size 12 2.7[1.7] Air Release Extend ARV requirement to all County owned water mains and not just $2500 per each Assemblies transmission (16"and larger)water mains. Laboratory Testing 13 2.10 and Sample Allowed for 60 day bacteriological tests on mains 8 inches and smaller. None Collection Wastewater 14 Part 3[2] Collection and Clarified peak hour factor calculation for residential and non-residential uses. None Transmission Systems 15 3.1.3[2.1.3] Gravity Sewer Main Allow a gravity sewer main stub-out to end with a manhole. None Extension Stubs 16 3.1.4[2.1.4] Gravity Sewer Require concrete collars on all County-owned sewer cleanouts. $250 per each Laterals Potential cost 17 3.1.5[2.1.5] Manholes Allow manholes to be located in any stabilized surface. savings will vary by project. Require the angle between the inlet and outlet pipe within manholes to be no less Potential cost 18 3.1.5[2.1.5] Manholes increase will vary than 90 degrees. by project. 19 3.2.1 [2.2.1] Pipe and Fitting Restrict the use of DIP for force mains to aerial crossings and aboveground None Materials flanged pipe only. 20 3.2.1 [2.2.1] Pipe and Fitting Revised delineation of ownership between private and public ownership to a plug None Materials valve instead of a check valve OAT L AC3 C.001411 y 2 Cp,O Utilities Standard Manual Table of Revisions Revisions as of 6/18/2018 Fiscal Impact to Item Sub-Section/Detail Revision Summary Developer (Approx.) Augmented the sixth paragraph to reinforce an FDEP requirement to provide None-Already 21 3.3[2.3] Wastewater Pump uninterrupted pumping capability to any pump station that receives flow from one required by Stations or more upstream pump stations or discharges through a force main 12 inches or FDEP rules. larger. Small projects Added the seventh paragraph to require conveyance of all new pump stations to will incur 22 3.3[2.3] Wastewater Pump the CCWSD,except for grinder pump stations,which must be approved by conveyance Stations Deviation and must include a standard generator receptacle. costs, but Deviation already req'd for GPS. 23 3.3[2.3] Wastewater Pump Clarified that landscaping is allowed around wastewater pump stations but must be None Stations maintained by the developer. Section 2-Technical Specifications This section of the USM was deleted in its entirety.The reason for this deletion 24 012000 Measurement and was due to the fact that the section was not applicable to private industry None Payment (developer projects)and was not sufficiently detailed or flexible to be used on County/capital projects. 25 022200 Preconstruction Revised requirements to indicate DVD's instead of VHS's None Video 26 022501 Leakage Tests Clarification on testing requirements for Force Mains None Added language(3.3)exempting fire service pipelines less than 20 feet in length -$4,000 per 27 025400 Disinfection occurrence from installing a gap configuration. (savings) 28 034100 Precast Concrete This revision allows for additional options(polymer concrete)for industry to utilize None Structures instead of various approved coating systems. 29 099723 Concrete Coatings This revision updated the list of approved coating systems and manufacturers to None meet current needs. Cot tr Co mil ty 3 CPA Utilities Standard Manual Table of Revisions Revisions as of 6/18/2018 Fiscal Impact to Item Sub-Section/Detail Revision Summary Developer (Approx.) Standby Diesel This specification was created to clarify what diesel pumps are required at None(Diesel 30 221336 Pumps wastewater pump stations. pumps were already required) Standby Diesel This specification was created to clarify what generators are required at None 31 263213.13 (Generators were Generators wastewater pump stations. already required) 32 312316 Excavation Earth Removed language regarding payment for rock removal. None and Rock Chain Link Fencing 33 323133 and Gates Various revisions to make the specification consistent with Detail WW-7C None 34 330502 HDPE Pipe and Revision to"mechanical joining of pipe".Simple clarification/revision. None Fittings 35 330503 PVC Pipe and Revision to the requirement for ductile iron pipe beneath roadways, replaced with None Fittings DR-14 PVC Ductile Iron Pipe and Various revisions to the requirement of ductile iron pipe. These updates were the 36 330504 Fittings result of the County working directly with industry professionals in order to update None the existing specification to meet current industry standards for ductile iron pipe. 37 330518 Laying and Jointing Removed reference to bituminous coating on bolts and threads. -$20 per fitting of Buried Pipe (savings) 38 330523.13 Horizontal Revisions to the requirements for tracer wire. Simple clarification/revision. None Directional Drilling Water Valves and Clarified valves smaller than 2"to be cast iron per AWWA C509,valves 2"and 39 331200 Appurtenances larger to be ductile iron per AWWA C515, and all stainless steel components and None hardware to be a minimum of Type 304. 40 331619 Hydrants An additional valve was added to hydrant leads crossing a roadway to facilitate $1250 per maintenance and repairs. Private systems are exempt. occurrence C.,,,direlt G01411ty 4 GAO Utilities Standard Manual Table of Revisions Revisions as of 6/18/2018 Fiscal Impact to Item Sub-Section/Detail Revision Summary Developer (Approx.) Increased the maximum distance between the nearest valve and the hydrant from -$1250 per valve 41 331619 Hydrants not req'd 5 feet to 20 feet. (savings) Clarified all stainless steel components and hardware to be a minimum of Type 42 333200 Pump Stations 304, but require Type 316 stainless steel bolting for aboveground valves and $150 per PS piping. Removed requirement for mix flush system to be installed, revised to require a -$1,500 per 43 333200 Pump Stations occurrence bolted cover for future system. (savings) Clarified all stainless steel components and hardware to be a minimum of Type 304; corrected material for exposed nuts, bolts, and washers on eccentric plug $100 per CV; valves from zinc or cadmium plated to stainless steel; require exposed nuts, bolts, none for 44 333313 Wastewater Valves and washers on check valves to be Type 316 stainless steel;and corrected clarification and material for bolting on buried mechanical joints from stainless steel to COR-TEN. corrections Except for the change related to check valves, all other changes reflect standard practice and therefore have no fiscal impact. 45 333913 Sewer Manholes This revision allows for additional options(polymer concrete)for industry to utilize None instead of various approved coating systems. Section 3-Utilities Detail Drawings Paved Area Trench This detail was revised to remove the notes regarding pavement repairs and 46 G-2 Restoration Detail instead reference the Collier County right-of-way handbook to ensure the two None sources of information do not conflict. Clarifications of text and labels. State Road, Major Road, and This detail was revised to remove the notes regarding pavement repairs and 47 G-2A Numbered County instead reference the Collier County right-of-way handbook to ensure the two None Road Plowable Fill sources of information do not conflict. Clarifications of text and labels. Road and Trench Restoration C1olt��e-r C.otai ty 5 GAO Utilities Standard Manual Table of Revisions Revisions as of 6/18/2018 Fiscal Impact to Item Sub-Section/Detail Revision Summary Developer (Approx.) Road and Trench This detail was revised to remove the notes regarding pavement repairs and 48 G-2B Restoration for Local instead reference the Collier County right-of-way handbook to ensure the two None Roads sources of information do not conflict. Clarifications of text and labels. 49 G 3 Pipe Separation Revised note 2 for consistency with 1.1 of the Design Criteria and Section 330518 None Detail 3.2 P.2 of the Technical Specifications. Typical Valve Setting Added a PVC stub out in the concrete valve pad to accommodate for termination of $500 per valve 50 G-7 Detail tracer wires(normally used in directional drills). box(on HDD's only) >-$5,000 Typical Horizontal Directional Drill Removed the requirement to install casing pipes, clarified the graphical image to (savings)on 51 G-8 most drills, (HDD)Under a match the notes. Roadway depending on size >-$5,000 Typical Subaqueous Removed the requirement to install casing pipes, added a warning sign(shown on (savings)on 52 G-9 Horizontal both side of the waterbody now), clarified the depth requirements for the water most drills, Directional Drill body crossing. depending on (HDD) size 53 G 9A Subaqueous Water Removed the concrete vault from the detail and replaced it with a water meter box -$2500(savings) Main Valve Detail for testing/sampling purposes. 54 G-11 Vehicular Guard Addition of a yellow plastic sleeve over the bollard for aesthetic purposes. $250 per bollard Post Detail 55 W 3 Fire Hydrant Detail Miscellaneous changes for more accurate depiction, to eliminate redundancy with None detail G-7, and to specify a range for the height of the nozzle above finished grade. Increased the maximum distance between the nearest valve and the hydrant from -$1250 per valve 56 W-3 Fire Hydrant Detail not req'd 5 feet to 20 feet. (savings) Coker Comity 6 COA Utilities Standard Manual Table of Revisions Revisions as of 6/18/2018 Fiscal Impact to Item Sub-Section/Detail Revision Summary Developer (Approx.) Connection to Added note 11,exempting fire service pipelines less than 20 feet in length from -$4,000 per 57 W-4 Existing Water Main occurrence Detail installing a gap configuration. (savings) 2-1/2"and Smaller Detail previously was for 3"and smaller assemblies, allowing for brass or ductile -$250 per Fire System Detector iron components. Detail was revised to apply to 2.5"and smaller assemblies, 58 W-8 Check Assembly allowing only brass(ductile iron is not available in sizes smaller than 3"). Removed assembly Detail a wye strainer. Revised delineation of ownership location. (savings) 3"and Larger Fire Revised detail to apply to 3"and larger assemblies(previously 4"and larger). -$1,500 per 59 W-11 System Detector Removed an air release valve, removed a strainer, removed a gate valve, changed assembly Check Assembly from 45 to 90 degree bends. Revised delineation of ownership location. (savings) Detail Typical Short and Long Side Water This detail was modified to accommodate the new detail W-12A which was created 60 W-12 None Service Meter to clarify meter sizing requirements. Setting Detail Service Connection Newly created detail which clarifies meter sizing in relation to service connection 61 W-12A Sizing Chart and None piping. Revised landscape setback requirements from 1.5'to 3'. Notes 3"and Over Potable Revised the order of components on the above ground assembly(moved the air 62 W-13 Water Meter release valve after the gate valve), revised the graphical image to match the text None Assembly Detail (showing a full size bypass being installed). 4"and Over Potable- Water63 W-14 Fire and This detail has been deleted and combined with detail W-13. None Domestic Meter Assembly Detail o117�e1Y Gotatnty 7 CPO Utilities Standard Manual Table of Revisions Revisions as of 6/18/2018 Fiscal Impact to Item Sub-Section/Detail Revision Summary Developer (Approx.) Maintenance 64 W-14A Driveway for Water Removed a non-applicable reference to a former detail. None Meters 3"and Larger Standard Irrigation -$6200 per Water Meter Non- Revisions to the above ground meter assemblies including the removal of the back- assembly, 65 NP-1 Telemetry Meter pressure sustaining valve, relocation of the ARV after the gate valve, removed the depending on Assembly 3"and motor operated butterfly valve, etc. Larger size(savings) Standard Irrigation Added a new pressure transmitter, moved the location of the air release valve, $2500 per 66 NP-E2 Water Meter removed the backpressure sustaining valve, added a flow control valve, misc. assembly, Assembly 3"and depending on Larger-Telemetry electrical revisions. size Private Force Main 67 WW 2 Connection to Clarification for delineation of ownership(at the terminus plug valve), added a $1,200 County Force Main second plug valve at the ROW/CUE line. Detail Precast Reinforced Clarified the location of manholes to be in pavement"or equivalently stabilized Potential savings 68 WW-3 Concrete Manhole surface" in paving costs Detail 69 _7 Pump Station Detail-Clarified the"Pump Off"float elevation and set a minimum submergence of 18 57"add'I wetwell Profile inches. depth Changed the drop pipe adjacent to the wetwell from ductile iron to HDPE,deleted Pump Station Detail- -$500(savings) 70 WW-7 Profile the HDPE flange adapter on the bottom side of the corresponding tee, and per station removed the expansion fitting on the above ground pipe. Pump Station Detail- -$1,500 per 71 WW-7 Profile Added volute opening with bolted cover for future installation of a mix-flush system. occurrence (savings) 8 CPO Utilities Standard Manual Table of Revisions Revisions as of 6/18/2018 Fiscal Impact to Item Sub-Section/Detail Revision Summary Developer (Approx.) 72 WW 7 Pump Station Detail Clarified the minimum requirements for size and shape of the footing. None Profile 73 WW_7C Pump Station and Changed the type of gate to be used at wastewater pump stations:switched from a $1,500 Wastewater Details roller style to a cantilever style gate to facilitate maintenance and access. Pump Station and Added a note to the chain link fence and gate details requiring all components to None Already 74 WW-7C Wastewater Details be vinyl coated. required by Section 323113. Pump Station and Clarified that vinyl coatings may be green or black and that the color of the slats 75 WW-7C None Wastewater Details shall match. Pump Station Plan Depicted an acceptable site configuration with the wetwell centrally located, 76 WW-8&-8A Details adequate access into the site, and accessible locations of equipment,valves,and None appurtenances. Community Pump The bend on the suction side of the diesel pump was changed to a tee w/blind 77 WW-8B Station with Diesel Pump Detail—Plan flange. Revised key notes to require field location of the generator receptacle with Nominal cost W 78 W increase for add'I 8, 8A, & Pump Station Plan Wastewater Collection staff, and revised the details to show the rack-mounted -8B Details conduit&wiring option. vs. panel mount WW-8,-8A, & Pump Station Plan Noted that both the suction pipe/wetwell vent and the pump-out connection shall be Potential cost 79 increase will vary -8B Details field located with Wastewater Collection staff. by project. W 80 W 8, 8A, & Pump Station Plan Added a reference to detail WW-7C for the fence and gate details. None -8B Details WW-8,-8A, & Pump Station Plan Added a sentence to the site configuration note requiring orientation of the control 81 None -8B Details panel to avoid an eastern or western exposure. C.o*er Cormty 9 CNO Utilities Standard Manual Table of Revisions Revisions as of 6/18/2018 Fiscal Impact to Item Sub-Section/Detail Revision Summary Developer (Approx.) 82 WW 8, 8A, & Pump Station Plan The right-of-way lines and callouts were deleted. None -8B Details 83 WW 8, 8A, & Pump Station Plan Eliminated the grass covered porous pavement option for the 12'access drive. None -8B Details Pump Station Revised detail to allow either rack-mounted or pedestal-mounted installation of the Varies by site. 84 WW-9 Control Panel Detail generator receptacle in a location approved by Wastewater Collection staff based ($2,500 max.) on a review of field conditions. 85 WW-11 Sewer Clean-Out An electronic marker ball was added to the detail to be consistent with outer clean- $100 per clean- Detail Paved Areas out installations. out Section 4-Appendices Utilities Deviation Appendix A was updated to include the corrected contact information to submit 86 Appendix A Form requests, an option for grease trap deviations was added, and language was N/A clarified. Water Meter Sizing Appendix B was updated to match the utility ordinance with regards to meter sizing 87 Appendix B Form and also included a clarification regarding upsizing potable water meters to N/A accommodate fire flow. 88 Appendix D Utilities Conveyance Appendix D was updated to reflect the current conveyance process and remove N/A Checklist items that are no longer required. Vendor and 89 Appendix E Manufacturer Appendix E was updated to include the correct contact information for submittals. N/A Approval Application Forms Appendix F was revised to update the document and remove companies that are Reference 90 Appendix F Approved Products "Standard no longer in business, remove items that are no longer used by the Utilities List Supplier Change Department, add additional products, correct errors,etc. Summary" Coltti Comity 10 Cp0 INTRODUCTION This Manual has been established by action of the Board of County Commissioners and is authorized by County Ordinance 2004-31, as amended. This Utilities Standards Manual has been prepared to guide the design, construction, and asset management of potable water, non-potable irrigation water, and wastewater system extensions to Collier County Water-Sewer District (COUNTY) utilities; the Manual applies to utilities in new developments in the County, as well as County Projects involving utilities. The following standards shall be included in the design and preparation of plans and specifications for all utilities construction projects for Collier County, including utilities and services connected to the COUNTY's utilities systems or constructed for future transfer of ownership to the COUNTY. These standards are provided for uniformity in utilities construction within Collier County, and represent MINIMUM standards acceptable to the COUNTY. Not all specification details may apply to an individual project; however, approval of utilities construction within Collier County will require conformance to applicable requirements of these specifications. Approval of any deviation from the specifications must be obtained utilizing the appropriate form included in Appendix A, Utility Deviation Form. NOTE: Go to https://www.colliercountyfl.qov/your-governmentldivisions-f-r/public- utilities-planning-and-project-management/utilities-standards-manual for the latest revisions to the Utilities Standards Manual. COLLIER COUNTY INTRODUCTION CPO THIS PAGE INTENTIONALLY LEFT BLANK COLLIER COUNTY INTRODUCTION CPA TABLE OF CONTENTS SECTION 1 DESIGN CRITERIA PART 1 GENERAL 1.1 Pipeline Separation Requirements 1.2 Horizontal Directional Drilling PART 2 POTABLE WATER AND NON-POTABLE IRRIGATION WATER SYSTEMS 2.1 Pipe and Fitting Material 2.2 Design of Pipeline Size and Location 2.2.1 Water Pipeline Sizing Criteria 2.2.2 Distribution System Layout 2.2.3 Valve Locations 2.3 Conflict Crossings 2.3.1 Subaqueous Canal Crossings 2.4 Fire Service Systems 2.4.1 Fire Service Meters for Residential Systems 2.4.2 Fire Service Meters for Commercial and Other Non-residential Systems 2.5 Connections to Collier County Facilities 2.6 Water Services 2.6.1 Service Pipelines 2.6.2 Water Meters 2.7 Air Release Assemblies 2.8 Concrete Collars 2.9 Testing and Clearance Procedures 2.9.1 Pigging 2.9.2 Flushing 2.9.3 Line Filling 2.9.4 Chlorination 2.9.5 Post Chlorination Flushes 2.9.6 Bacteriological Samples 2.10 Laboratory Testing and Sample Collection PART 3 WASTEWATER COLLECTION AND TRANSMISSION SYSTEMS 3.1 Gravity Sewer Systems 3.1.1 Pipe and Fitting Materials 3.1.2 Design of Pipeline Size, Depth and Location 3.1.3 Gravity Sewer Main Extension Stubs 3.1.4 Gravity Sewer Laterals 3.1.5 Manholes 3.2 Force Mains 3.2.1 Pipe and Fitting Materials 3.2.2 Design of Pipeline Size and Location 3.2.3 Valves COLLIER COUNTY TABLE OF CONTENTS Page 1 of 6 GAD 3.2.4 Force Main Extension Stubs 3.2.5 Air Release Assemblies 3.3 Wastewater Pump Stations 3.4 Connections to Collier County Facilities 3.5 Tests and Inspections 3.6 Wastewater Pump Station Asset Management PART 4 ELECTRICAL AND CONTROL SYSTEMS 4.1 Electrical and Control System Material SECTION 2 TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 011000 Summary of Work 014127 NPDES Requirements for Construction Activities Impacting More Than One Acre 014200 References 014500 Quality Control 015000 Construction Facilities and Temporary Controls 015526 Traffic Regulation and Public Safety 015713 Temporary Erosion and Sedimentation Control for Construction Activities Impacting Less Than One Acre, including Construction Requiring Dewatering 016100 Material and Equipment 017300 Miscellaneous Work and Cleanup 017416 Site Clearing 017423 Cleaning 017823 Operation and Maintenance Manuals 017839 Project Record Documents DIVISION 2 — EXISTING CONDITIONS 020500 Connections to Existing Systems 022100 Lines and Grades 022200 Pre-Construction Audio-Video Recording 022501 Leakage Tests 024100 Demolition 025400 Disinfection DIVISION 3 —CONCRETE 031100 Concrete Formwork 032000 Concrete Reinforcement 033100 Concrete, Masonry Mortar and Grout 034100 Precast Concrete Structures COLLIER COUNTY TABLE OF CONTENTS Page 2 of 6 Cp0 DIVISION 5— METALS 055600 Metal Castings DIVISION 9— FINISHES 099723 Concrete Coatings DIVISION 22 - PLUMBING 221336 Diesel Backup Pump DIVISION 26 - ELECTRICAL 263213.13 Standby Diesel Generators DIVISION 31 — EARTHWORK 312316 Excavation — Earth and Rock 312319 Groundwater Control for Open Cut Excavation 312323 Backfilling 314000 Shoring, Sheeting and Bracing DIVISION 32 — EXTERIOR IMPROVEMENT 320117 Pavement Repair and Restoration 321300 Sidewalks, Driveways and Curbs 323113 Chain Link Fencing and Gates 329200 Restoration by Sodding or Seeding DIVISION 33— UTILITIES 330130.16 Televising and Inspection of Gravity Sewer Systems 330201 Roadway Crossings by Open Cut 330502 High Density Polyethylene (HDPE) Pipe and Fittings 330503 Polyvinyl Chloride (PVC) Pipe and Fittings 330504 Ductile Iron Pipe (DIP) and Fittings 330518 Laying and Jointing Buried Pipelines 330520 Pipe Removal and Abandonment 330523.13 Horizontal Directional Drilling 330523.16 Jacking, Augering and Mining 331200 Water Valves and Appurtenances 331619 Hydrants 333200 Pump Stations 333313 Wastewater Valves and Appurtenances 333913 Sewer Manholes 334713 HDPE Irrigation Pond Liner COLLIER COUNTY TABLE OF CONTENTS Page 3 of 6 Gp,O SECTION 3 UTILITIES DETAIL DRAWINGS Drawing Revision No. Title Date General Details G-1 Unpaved Area Trench Backfill Detail 04/2006 G-2 Paved Area Trench Restoration Detail for Private Roads 07/2018 G-2A State Road, Major County Road, and Numbered County Road Flowable Fill Road/Trench Restoration 07/2018 G-2B Road and Trench Restoration for Local Roads 07/2018 G-3 Pipe Separation Detail 07/2018 G-4 Pipe Conflict Detail 04/2006 G-5 Jack and Bore Detail 08/2008 G-6 Thrust Block Detail for Existing A/ C Pipe 04/2006 G-7 Typical Valve Setting Detail 07/2018 G-8 Typical Horizontal Directional Drill (HDD) Under a Roadway 07/2018 G-9 Typical Subaqueous Horizontal Directional Drill (HDD) 07/2018 G-9A Subaqueous Water Main Valve Detail 07/2018 G-10 Pipe Restraint Schedule 04/2006 G-11 Vehicular Guard Post Detail 07/2018 Drawing Revision No. Title Date Non-Potable Irrigation Water Details NP-1 Standard Non-Potable Irrigation Meter Assembly Service Connection 07/2018 NP-2 Typical Irrigation Service Meter Setting Detail for Connection To Irrigation Main 05/2009 NP-3 Not Used NP-4 Reclaimed, Raw, and Supplemental Water Air Release Valve Detail 05/2009 NP-E1 Reuse System Standard Service Connections Open/Close Valve Singe Control Panel Site General Note and Keynotes 04/2006 NP-E2 Standard Irrigation Water Meter Assembly 3" and Larger- Telemetry 07/2018 NP-E3 Reuse System Standard Service Connections Open/Close Valve Single Control Panel Site Layout & Elementary 08/2008 NP-E4 Reuse System Standard Service Connections Open/Close Valve Single Control Panel Site Open/Closed MOV Control Diagram 04/2006 NP-E5 Reuse System Standard Service Connections Open/Close Valve Single Control Panel Site Electrical Equipment Elevations 08/2008 NP-E6 Reuse System Standard Service Connections Open/Close Valve Single Control Panel Site Level Transducer Mounting Details 08/2008 NP-E7 Reuse System Standard Service Connections Open/Close Valve Single Control Panel Site Electrical Details 08/2008 NP-E8 Reuse System Standard Service Connections Open/Close Valve Single Control Panel Site Electrical Details 04/2006 NP-E9 Reuse System Standard Service Connections Open/Close COLLIER COUNTY TABLE OF CONTENTS Page 4 of 6 CAO Valve Single Control Panel Site Typical RTU Antenna Tower Details 08/2008 Drawing Revision No. Title Date Water Details W-1 Temporary Blowoff Assembly with Bacterial Sample Point Detail 01/2014 W-2 Automatic Water Main Flushing Device Detail 01/2014 W-3 Fire Hydrant Detail 07/2018 W-4 Connection to Existing Water Main Detail (Gap Configuration) 07/2018 W-5 Potable Water Air Release Valve Detail 08/2008 W-6 Permanent Bacterial Sample Point Detail 08/2008 W-7 Not Used W-8 2-1/2" and Smaller Fire System Detector Check Assembly Detail 07/2018 W-9 Temporary Backflow Preventer and Fire Protection Meter Tie-In Assembly 07/2011 W-9A Alternate Temporary Backflow Preventer and Fire Protection Meter Tie-in Assembly 07/2011 W-10 Not Used W-1OA Not Used W-11 3" and Larger Fire System Detector Check Assembly Detail 07/2018 W-11A 4" Through 10" Only Compact Fire System Assembly Detail with Master Meter Upstream 07/2011 W-12 Typical Short and Long Side Water Service Meter Setting Detail for Connection to Water Main 07/2018 W-12A Service Connection Sizing Chart and Notes 07/2018 W-13 3" and Over Potable Water Meter Assembly Detail 07/2018 W-14 4" and Over Potable Water Fire and Domestic Meter Assembly Detail 07/2018 W-14A Maintenance Driveway for Water Meters 3" and Larger 07/2018 W-15 Not Used W-16 Fire Service Dual Detector Check Assembly Over 10" Fire Main Detail (Dual 8" Assemblies) 07/2011 Drawing Revision No. Title Date Wastewater Details WW-1 Force Main Connection to Gravity Sanitary Sewer Detail 04/2006 WW-2 Private Force Main Connection to County Force Main Detail 07/2018 WW-3 Precast Reinforced Concrete Manhole Detail 07/2018 WW-4 Shallow Manhole Detail 08/2008 WW-5 Drop Manhole Detail 08/2008 WW-6 Manhole Ring and Cover Detail 08/2008 WW-7 Pump Station Detail — Profile 07/2018 WW-7A Pump Station and Wastewater Details 01/2015 WW-7B Pump Station Concrete Details 01/2015 WW-7C Pump Station and Wastewater Details 07/2018 COLLIER COUNTY TABLE OF CONTENTS Page 5 of 6 Gp0 WW-8 Pump Station Detail — Plan 07/2018 WW-8A Community Pump Station with Generator Detail — Plan 07/2018 WW-8B Community Pump Station with Diesel Pump Detail — Plan 07/2018 WW-9 Pump Station Control Panel Detail 07/2018 WW-9A Community Pump Station Control Panel Detail — VFD Station with Generator 01/2015 WW-9B Community Pump Station Control Panel Detail — Non-VFD Station with Generator 01/2015 WW-9C Pump Station Lightning Protection Details 01/2015 WW-9D Community Pump Station — Riser Diagram with Generator Backup 01/2015 WW-9E Community Pump Station — Riser Diagram with Diesel Backup Pump 01/2015 WW-10 Sewer Connection Details— Property, ROW or Easement Line 05/2009 WW-11 Sewer Clean-out Detail - Paved Areas 07/2018 WW-12 Sewer Clean-out Detail - Non Paved Areas 01/2014 WW-13 Force Main Air Release Valve Detail 01/2015 WW-14 Not Used WW-15 Typical Flow Line Channels Detail 04/2006 WW-16 Double Sewer Clean-out Detail 05/2009 WW-17 Telemetry Antenna Mount Detail 08/2008 WW-18 Grease Interceptor 08/2008 WW-18A Grease Interceptor Tables 04/2006 SECTION 4 APPENDICES Appendix A Utility Deviation Form Appendix B Water Meter Sizing Form Appendix C Final Waiver of Liens - Conveyance of Utilities Facilities to County Appendix D Utilities Conveyance Checklist Appendix E Vendor and Manufacturer Approval Application Form Appendix F County Approved Product List Appendix G Approved Backflow Devices COLLIER COUNTY TABLE OF CONTENTS Page 6 of 6 Gp,O COLLIER COUNTY WATER-SEWER DISTRICT UTILITIES STANDARDS MANUAL SECTION 1 DESIGN CRITERIA Table of Contents SECTION 1 DESIGN CRITERIA PART 1 GENERAL 1.1 Pipeline Separation Requirements 1.2 Horizontal Directional Drilling PART 2 POTABLE WATER AND NON-POTABLE IRRIGATION WATER SYSTEMS 2.1 Pipe and Fitting Material 2.2 Design of Pipeline Size and Location 2.2.1 Water Pipeline Sizing Criteria 2.2.2 Distribution System Layout 2.2.3 Valve Locations 2.3 Conflict Crossings 2.3.1 Subaqueous Canal Crossings 2.4 Fire Service Systems 2.4.1 Fire Service Meters for Residential Systems 2.4.2 Fire Service Meters for Commercial and Other Non-residential Systems 2.5 Connections to Collier County Facilities 2.6 Water Services 2.6.1 Service Pipelines 2.6.2 Water Meters 2.7 Air Release Assemblies 2.8 Concrete Collars 2.9 Testing and Clearance Procedures 2.9.1 Pigging 2.9.2 Flushing 2.9.3 Line Filling 2.9.4 Chlorination 2.9.5 Post Chlorination Flushes 2.9.6 Bacteriological Samples 2.10 Laboratory Testing and Sample Collection PART 3 WASTEWATER COLLECTION AND TRANSMISSION SYSTEMS 3.1 Gravity Sewer Systems 3.1.1 Pipe and Fitting Materials 3.1.2 Design of Pipeline Size, Depth and Location COLLIER COUNTY TABLE OF CONTENTS DESIGN CRITERIA Page 1 of 2 GPO 3.1.3 Gravity Sewer Main Extension Stubs 3.1.4 Gravity Sewer Laterals 3.1.5 Manholes 3.2 Force Mains 3.2.1 Pipe and Fitting Materials 3.2.2 Design of Pipeline Size and Location 3.2.3 Valves 3.2.4 Force Main Extension Stubs 3.2.5 Air Release Assemblies 3.3 Wastewater Pump Stations 3.4 Connections to Collier County Facilities 3.5 Tests and Inspections 3.6 Wastewater Pump Station Asset Management PART 4 ELECTRICAL AND CONTROL SYSTEMS 4.1 Electrical and Control System Material COLLIER COUNTY TABLE OF CONTENTS DESIGN CRITERIA Page 2 of 2 SECTION 1 DESIGN CRITERIA For the latest revisions to the Design Criteria, please visit: https://www.colliercountyfl.qov/your-government/divisions-f-r/public-utilities- planninq-and-project-management/utilities-standards-manual Gp,O PART 1 GENERAL 1.1. Pipeline Separation Requirements Potable water pipelines shall be separated from wastewater lines and /or stormwater lines by a 1 minimum clear vertical distance of 18 inches and a horizontal distance of 10 feet. The 18 inches minimum vertical separation distance does not apply to separations of sewer laterals and potable water pipeline installations. 57 stone shall be utilized for separation between wastewater lines and stormwater lines if separation is less than 18 inches. Non-potable irrigation water pipelines two inches and larger shall be separated from potable water 2 mains, wastewater lines and/or stormwater lines by a minimum clear vertical distance of 18 inches and a horizontal distance of five feet as shown in the Utilities Detail Drawings. Wastewater lines shall be separated from stormwater lines by a minimum clear vertical distance of 18 inches and a horizontal distance of five feet. All pipeline crossings with vertical clearance 3 less than 18 inches shall be made using a full 20 foot length of thickness Class 200 AWWA C900 PVC pipe or Class 235 AWWA C905 PVC pipe, centered on the crossing. The sewer pipe in these locations shall be back-filled with bedding stone or sand to a height six inches above the crown of the pipe. Potable water, non-potable irrigation water, and wastewater pipelines shall be separated from 4 telephone, power, cable and gas sleeves/lines and any other underground utilities by a minimum clear vertical distance of 18 inches and horizontal distance of five feet. Potable water, non-potable irrigation water, and wastewater lines shall be separated from raw 5 water mains by a clear vertical distance of 18 inches and a horizontal distance of 10 feet. Stormwater lines shall be separated from raw water mains by a clear vertical distance of 18 inches and a horizontal distance of five feet. Wastewater lines shall be separated from public drinking water supply wells by a horizontal 6 distance of 100 feet. Wastewater lines shall be separated from private drinking water supply wells by a horizontal distance of 75 feet. 7 Also see separation requirements in Section 020500, 1.3.F. 8 Potable water mains, non-potable irrigation water mains, and wastewater force mains shall have a minimum setback of five feet from the centerline of the pipe to residential roadways, curb and gutters, structures, fence posts, walls, or plantings not specifically allowed by ordinance. Also, potable water mains, non-potable irrigation water mains, and wastewater force mains shall have a minimum setback of 10 feet from the centerline of the pipe to a building and shall not be placed beneath any existing or proposed building or structure. Additionally, potable water mains, non- potable irrigation water mains, and wastewater force mains shall have a five-foot minimum setback from the center line of pipe to the edge of a right of way(ROW)or County utility easement (CUE), unless there is an adjacent CUE. 1.2. Horizontal Directional Drilling When horizontal directional drilling is used on any capital improvement project for the Public Utilities Department, detailed construction drawings shall be prepared by a Licensed COLLIER COUNTY DESIGN CRITERIA Page 1 of 19 GNO Professional Engineer registered in the State of Florida which, at a minimum, show the following information: 1. The proposed entry and exit point of the drill 2. The overall geometry of the drill include entry and exit angles, minimum and maximum bending radii, and the horizontal and vertical path of the drill 3. The minimum and maximum depth of the drill 4. Minimum separation distances between adjacent pipes, structures, watercourses, etc. 5. The estimated pull back force required for the drill The design Engineer shall calculate the estimated pull back force required for the directional drill and ensure that it does not exceed the maximum allowable safe pull back forces as defined by the Plastic Pipe Institute's (PPI) Handbook for Polyethylene Pipe, Chapter 12 — Horizontal Directional Drilling. Safe Pull Back Force, lbs. Size Nom. OD DR 9 DR 11 4 4.800 8,217 6,876 6 6.900 16,980 14,208 8 9.050 29,210 24,442 10 11.100 43,942 36,770 12 13.200 62,141 51,998 14 15.300 83,486 69,859 16 17.400 107,977 90,353 18 19.500 135,613 113,478 20 21.600 166,395 139,235 24 25.800 237,395 198,647 30 32.000 365,201 305,592 36 38.300 N.A. 437,764 Source: Table 6, "PE4xxx 12 hour Pull DIPS Size", Handbook for Polyethylene Pipe, Second Edition, Plastic Pipe Institute COLLIER COUNTY DESIGN CRITERIA Page 2 of 19 0 GP PART 2 POTABLE WATER AND NON-POTABLE IRRIGATION WATER SYSTEMS All potable water, non-potable irrigation (including reclaimed or reuse) water and raw water pipe, material, equipment and appurtenances shall be new, and shall conform to Section 2, Technical Specifications and Section 3, Utilities Detail Drawings. All material and equipment designed or used in connection with a potable (drinking)water system shall conform to the requirements of the National Sanitation Foundation (NSF) Standard 61, "Drinking Water System Components — Health Effects" and the Reduction of Lead in Drinking Water Act amending the Safe Drinking Water Act. 2.1 Pipe and Fitting Material All potable water or non-potable irrigation water pipelines shall be constructed of ductile iron, HDPE, or PVC pipe, and shall utilize pipe meeting the requirements of the Technical Specifications. HDPE shall not be used for pipelines with service connections. All pipe and pipe fittings shall contain no lead pursuant to the Reduction in Lead in Drinking Water Act. All pipe and pipe fittings installed shall be color coded or marked in accordance with F.A.C. 62-555.320(21)(b)3. Potable water pipelines shall be blue in color. Raw water pipelines shall be white in color. Non- potable irrigation, reclaimed, and reuse water pipelines shall be pantone purple in color. All Ductile Iron buried water main pipelines shall have blue stripes applied to the pipe wall. If tape or paint is used to stripe pipe during installation, the tape or paint shall be applied in a continuous line that runs parallel to the axis of the pipe and that is located along the top of the pipe. All buried water pipelines and mains, except those installed by horizontal directional drilling or jack-and-bore methods, shall be marked using metalized warning tape for HDPE and PVC pipe and non-magnetic for ductile iron pipe. The locator tape shall be placed in the pipe trench two feet below grade or one-half the pipe's bury, whichever is less, and labeled "potable water" or "non-potable water" as applicable. Horizontal directional drilling shall include installation of at least two locating tone wires as described in the Technical Specifications. All water main aerial crossings shall be Pressure Class 350 flanged ductile iron pipe and shall be coated on the exterior using a suitable grade of appropriately colored, field applied (or factory applied with field touch-up as required) epoxy coating. Potable water mains shall be painted Federal Safety Blue. Raw water mains shall be painted white. Non-potable irrigation, reclaimed, and reuse water mains shall be painted Pantone Purple 522C. Specific colors shall be subject to approval of the County Manager or designee. All nuts and bolts used in aerial crossings shall be stainless steel. All canal, river, or creek crossings shall be aerial, unless otherwise approved by the County Manager or designee. Aerial crossings shall be designed to incorporate valves or other flow regulation devices in accordance with F.A.C. 62-555.320(21)(b). Aerial crossings shall be designed to maintain existing or required navigational capabilities within the waterway and to reserve riparian rights of adjacent property Owners. Submit aerial pipe and flange computations, including support and anchor design, for review. The submittal must be signed and sealed by a Florida registered Licensed Professional Engineer. COLLIER COUNTY DESIGN CRITERIA Page 3 of 19 p,0 G 2.2 Design of Pipeline Size and Location 2.2.1 Water Pipeline Sizing Criteria All potable water mains to be maintained by the COUNTY shall be a minimum of six inches in diameter. Hydraulic calculations shall show the capability of maintaining required fire flow (according to NFPA 1) plus potable demand as required below. Water systems shall be designed to maintain adequate flows and pressures and water quality standards as established by Florida Department of Environmental Protection (FDEP). The following criteria shall be used to design water systems and analyze model chloramine dissipation: A. Minimum residual node pressure within a proposed project system shall be 20 psi under peak hour with fire flow conditions, assuming a source pressure verified by the results of a fire flow test not older than six months. The design source pressure shall be calculated as follows: Pd = PS- (Ps- Pr) (D/Q)1.85 where Pd is the design source pressure (i.e. theoretical residual pressure for the design demand), PS is the static pressure from the fire flow test, Pr is the residual pressure from the fire flow test, D is the design demand (i.e. peak hour demand plus required fire flow), and Q is the flow rate from the fire flow test. B. The design Engineer shall model the proposed system, including all dead ends, for chloramine dissipation and assume a chloramine residual of 2.0 ppm at the entrance point to the project. C. When estimating potable water demands multiply the estimated wastewater flows from Part 3 Wastewater Collection and Transmission Systems by 1.4. D. The standard chloramine decay rate is - 0.012 ppm per hour. Using the decay rate and solving for the elapsed time from the initial chloramine level to the minimum chloramine level residual of 0.6 ppm in the following: 0.6 ppm = 2.0 ppm x e^(-0.012 ppm x#hours) => time = 100.33 hours. The Project Engineer shall submit an analysis to the Growth Management Department as part of the review package, certifying that all points within the proposed system shall maintain a minimum level of 0.6 ppm chloramine residual under the conditions listed above. Systems unable to meet minimum design requirements or maintain minimum chloramine residual levels shall not be eligible for ownership and maintenance by the COUNTY. Water mains not designed to carry fire flows shall not have fire hydrants connected to them. 2.2.2 Distribution System Layout Potable and non-potable irrigation water pipelines and fittings, except for service piping, shall have a minimum depth of 30 inches and a maximum depth of 48 inches below finished grade. Water distribution systems shall be designed so that all systems are located adjacent to, and are accessible from, paved or unpaved roadways so as to allow access for short and long term maintenance, repair, and/or replacement of such system. COLLIER COUNTY DESIGN CRITERIA Page 4 of 19 GP New potable water distribution systems shall be designed as "looped" systems to avoid dead ends. A "looped" system should have two independent connections off the source main (unless served by a master meter). If two independent connections aren't possible, a stub out for future development in a location agreed to by the County shall be provided in an easement or ROW to the limits of the project. In cases where no nearby water main is available for looping, a County approved automatic flushing device (AFD) shall be provided at each dead end of a water main. An AFD shall also be provided near the mid-point of a looped water main unless the design engineer can provide information to confirm that the minimum residual chlorine will be maintained based on the predicted water consumption at the time of County acceptance of the water main. At no time shall a dead end serve more than 149 residential units. On dead end water mains that do not have service connections, no automatic flushing devices are required. Installation of the automatic flushing devices shall be designed so as to prevent erosion of nearby areas as well as prevent silt and sediment transport. All commercial facilities must be metered separately from residential facilities with the exception of those commercial facilities that are within a master metered residential development and designed for the exclusive use of the residents within such development. Master meters and backflow assemblies shall be located within a County Utility Easement (CUE), which shall be located outside of, but contiguous to, the road Right-Of-Way (ROW). Deviations from these design parameters shall only be approved in cases where such installations can be shown to be necessary in order to comply with minimum chlorine residuals or other FDEP quality parameters, unless otherwise approved by the County Manager or designee. In such cases, the water main shall be located within a separate tract of land or CUE dedicated to the Water-Sewer District. Such tracts shall be delineated with fencing, landscaping, signage, pavement, or other methods determined to be acceptable to the Water-Sewer District. All such installations shall require approval from the Water-Sewer District. In addition, an agreement shall be provided authorizing the COUNTY to traverse all private property outside of the CUE for the purpose of access, maintenance, repair, and/or replacement of such main. The agreement shall also hold the COUNTY harmless for any damage to the private property resulting from the COUNTY's maintenance, repair and/or replacement activities within or outside of the CUE. The encasement of potable water mains in concrete shall only be made after review and approval by the County Manager or designee. 2.2.3 Valve Locations Valves shall be provided at all intersections and branches in sufficient numbers as to allow for zone isolation of distribution areas in order to limit impacts of line breaks and service disruptions to customers. In-line gate valves shall be provided in accordance with AWWA requirements and at no greater than 1,000 foot intervals when no other valves exist within internal distribution systems. All gate valves 20 inches and smaller shall be of the resilient-seated wedge type, conforming to AWWA C509 or C515, or latest revisions thereof. All gate valves or plug valves 30 inches or larger shall have a concrete slab placed under the valve to help distribute the total weight of the valve and reduce line sagging. See Technical Specifications 331200 2.3.A.2.All valves shall be furnished with valve boxes extending to finished grade as shown in the Utilities Detail Drawings (G-7). COLLIER COUNTY DESIGN CRITERIA Page 5 of 19 GPp 2.3 Conflict Crossings All storm sewer, non-potable irrigation water mains, and wastewater transmission system conflicts with water systems or portion(s) thereof that must be crossed shall be performed using AWWA C900 Class 200 or C905 Class 235 PVC with ductile iron fittings. All fittings shall be adequately restrained using retainer glands, stainless steel rods, or see County Approved Product List, Appendix F. Transitional fittings, when approved by the County Manager or designee, shall be located as close to the point of conflict as possible. Air release assemblies shall be provided as specified in Subsection 2.7 herein, below. Gradual deflection of the water line in lieu of using fittings to clear the conflict shall not be permitted if cover exceeds five feet. A minimum vertical clearance of 18 inches shall be provided between the water main and bottom of conflict. A deviation form will not be required for separation of sewer laterals and potable water pipeline. Maximum depth of 48 inches below final grade is exempt when dipping under conflicts in which case the water main shall be returned to normal depth within 10 feet on either side of the conflict or as soon as possible using a fitting of 45 degrees or less. 2.3.1 Subaqueous Canal Crossings Potable and non-potable subaqueous crossings shall be designed to a minimum depth of 36 inches below the design or actual bottom, whichever is deeper, of a canal and other dredged waterway or the natural bottom of streams, rivers, estuaries, bays, and other natural water bodies. If not practical to design the project with a minimum 36 inch cover, alternative construction features must be installed to ensure adequate protection of the pipeline. All subaqueous crossings must be introduced/discussed at a plan Pre-Submittal Conference. It is important that representatives from the Water Department or Wastewater Department and GMD be present for approval at the plan Pre-Submittal Conference. A permanent easement is needed when there is no room available in the ROW. When crossing watercourses, the following shall be provided: A. The pipe shall be of special construction (HDPE), having welded (butt fusion) watertight joints; B. Valves shall be provided at both ends of the subaqueous crossing for isolation, testing, or repair of the line. The valves shall be easily accessible and not subject to flooding. The valve closest to the supply source shall be in a below grade vault as per FDEP requirements and constructed to meet FDOT standards. All welding shall be done above ground. Water, reclaimed water, and wastewater lines shall have two air release valves between the two valves; C. Permanent taps shall be made on each side of the valve within the manhole to allow insertion of a small meter to determine leakage and for sampling purposes. The taps will allow for a three quarter inch meter to be attached; D. The HPDE pipe shall be encased in HDPE DR11 casing; E. Pressure test according to Section 022501; F. Conform to HDPE Specifications, Section 330502. COLLIER COUNTY DESIGN CRITERIA Page 6 of 19 GPO Warning signs shall be placed along the banks of canals, streams, and rivers clearly identifying the nature and location of subaqueous crossings. The signs shall state the type of pipeline and the depth of pipeline below design or natural bottom of the water body. Warning sign shall be aluminum and have minimum dimensions of four feet wide by two feet high with a minimum of two inch lettering. 2.4 Fire Service Systems All private fire service systems for sprinkler systems, wet standpipe systems, and privately-owned or controlled distribution systems shall be installed with an appropriate back flow prevention device with a leak detection meter. The backflow device shall be sized by the Developer's Engineer and shall be purchased, owned and maintained by the private service owner. The COUNTY requires all privately-owned backflow devices to be certified at the time of installation and on an annual basis by a Certified Backflow Tester (University of Florida, TREED Center, or equivalent certification program). The results shall be submitted to the County Manager or designee. The County Manager or designee will require all privately owned metering devices to be certified for accuracy at the time of installation. Fire meter devices using a three quarter to two inch metering device shall be re-calibrated to manufacturer's specifications every five years, replaced every 10 years, or replaced immediately upon meter failure. Fire meter devices greater than two inches shall be re-calibrated to manufacturer's specifications every five years and replaced immediately upon meter failure. The County Manager or designee will inform the owner by mail prior to the due date. Private owner(s) shall submit certification results to the County Manager or designee within 60 days of the due date. 2.4.1 Fire Service Meters for Residential Systems Residential projects such as, but not limited to, single family, multi-family condominiums, trailer parks, mobile home parks, etc. utilizing a master meter shall pass all fire flow through such meter. The meter shall be sized to pass the domestic coincident draft plus rated fire flow at the AWWA pressure loss specifications. 2.4.2 Fire Service Meters for Commercial and Other Non-residential Systems Commercial projects such as, but not limited to, shopping centers, malls, retail, and industrial buildings shall pass all fire flow through a potable master meter or have a separate fire service connection to the water distribution main. The Fire Service meter and isolation valves shall be extended above final grade as shown in the Utilities Detail Drawings. For meter reading purposes, metering devices shall lie within a County Utility Easement (CUE) that shall be dedicated separately to the Board for the appropriate Water-Sewer District or in conjunction with the easements for any on-site utility system(s). The Owner shall purchase and install an approved backflow device with a leak detection meter at no expense to the Water-Sewer District. 2.5 Connections to Collier County Facilities Connections to existing COUNTY water mains shall be constructed as described in Section 2, Technical Specifications and shown in Section 3, Utilities Detail Drawings. These details shall apply to all connections to existing systems including, but not limited to, hot taps and extensions from existing dead end systems. A section of pipe shall be inserted into the gap to connect the COLLIER COUNTY DESIGN CRITERIA Page 7 of 19 p,0 G new construction to the existing systems for the purpose of accomplishing line flushing. Immediately upon completion of the flush, the connection shall be removed. A jumper shall be installed (see detail W-4) until final connection is authorized by the County Manager or designee and approved by the FDEP at the completion of construction and after satisfactory completion of all test procedures and bacterial clearance of the new water system or portion(s) thereof. Steam condensate, cooling water from engine jackets, or water used in conjunction with heat exchangers shall not be returned to potable water mains. 2.6 Water Services 2.6.1 Service Pipelines All building lots and parcels of land within a development shall be provided with a means for potable water service and non-potable irrigation water service by the developer. Accessibility to lands on the opposite side of a roadway shall be provided by the installation of water service conduits. Conduits shall be a minimum of four inch diameter PVC, with a minimum cover of 24 inches. Such pipelines shall extend at least five feet past the edge-of-pavement or back of curb where provided and shall run from lot corners on one side of the street to a lot corner on the opposite side and shall be capped and marked with an electronic marker (see County Approved Product List, Appendix F). Service pipelines shall be polyethylene of a minimum of one-and-one- half inches in diameter. Service pipelines under pavement shall be in conduits in all scenarios for County owned services. 2.6.2 Water Meters Water meters shall be properly sized, based on the total calculated service demand for water, according to the Collier County Water Meter Sizing Form (Appendix B). The properly sized water meter shall be installed according to specifications and standards. Any deviation from the determined meter size shall require an approved Deviation Request. All water meters larger than two inches shall be installed above ground. These meters shall be equipped with a backflow preventer and installed by the Contractor at his expense. The type of backflow device utilized shall be on the Water Department's list of Approved Backflow Devices (Appendix G). All large potable meters shall be purchased by the owner and installed by the Developer's Contractor. The systems' master meter assemblies shall be built in accordance with the current design details shown in the Utilities Detail Drawings. Alternate designs may be permitted upon submission of design details for review and approval. The location of all meters(potable and non- potable) shall be clearly shown on the construction plans. All potable water and/or non-potable irrigation water meters shall be equipped to accept the COUNTY's Automatic Meter Reading (AMR) units shown on the Utilities Detail Drawings. Two inch and smaller meter units will be installed by the COUNTY. On meters three inches and larger, contact the Water Distribution office to determine the necessary AMR equipment for the meters. All meters shall be turned over to the technician performing the full bore flush prior to the acceptance of the meter. Temporary meters may be applied for by phoning the Water Distribution office between 7:30 a.m. and 4:00 p.m., Monday through Friday, under the conditions provided by the ordinance. COLLIER COUNTY DESIGN CRITERIA Page 8 of 19 GPO Temporary meters shall be installed for the purpose of supplying construction water to meet the COUNTY requirement for new water line construction as listed below and require a minimum of 48 hours advance notice. All backflow devices shall be reduced pressure type and shall be certified as required by the ordinance, provided by the Contractor, and be of an approved type. Temporary meters shall be installed as shown in the Utilities Detail Drawings. 2.7 Air Release Assemblies Air release assemblies shall be installed at all high points on all County owned mains where air will not be released through service lines, and on both sides of conflict crossings (unless it can be demonstrated by hydraulic analysis that air pockets will not accumulate at individual high points). In cases where reversal of flow is not expected, the air release assembly shall be provided at high points and on the upstream side of conflict crossings. A high point is defined by the hydraulic gradient and is considered the upper end of any pipe segment that slopes up to the hydraulic gradient or runs parallel to it. The design engineer shall review and apply the pertinent provisions of AWWA-0512 and AWWA Manual of Water Supply Practices M51, "Air-Release, Air Vacuum, and Combination Air Valves". Air valves shall be suitable for use with potable water or non- potable irrigation water. For all water or non-potable irrigation water mains 14 inches and smaller, see the County Approved Product List, Appendix F. For potable water or non-potable irrigation water mains 16 inches and greater, the design engineer shall be responsible for air valve selection and sizing. An isolating valve shall be provided below the air valve to allow removal of the valve assembly. All air release assemblies shall be installed as shown in the Utilities Detail Drawings. 2.8 Concrete Collars All gate valve boxes, air release assemblies, and permanent sample points outside paved surfaces shall be provided with a concrete collar set to finish grade. Such collar(s) shall have a minimum thickness of six inches and the outside dimension of the pad shall be as shown in the Utilities Detail Drawings. Concrete shall have minimum compression strength of 3000 psi at 28 days. 2.9 Testing and Clearance Procedures All water systems or portion(s) thereof shall be subjected to pressure testing and disinfection conforming to the AWWA Standards C600, C602, C605, and C606, or latest revision(s) thereof. Under no circumstances shall any person other than an authorized COUNTY Water Department employee operate valves, make service taps or otherwise tamper with COUNTY Distribution system or portion(s) thereof. Failure to comply with these requirements will place such individual in jeopardy of legal action by the COUNTY pursuant to US Code, COUNTY Ordinances and/or Resolutions in effect at the time of the violation. 2.9.1 Pigging All lines larger than 12 inches in diameter shall be pigged with a new pig to clear debris prior to flushing. Refer to specifications section 025400, 3.1. COLLIER COUNTY DESIGN CRITERIA Page 9 of 19 2.9.2 Flushing Full-bore flushing shall be coordinated with COUNTY Water Distribution personnel and shall require 48-hour notice to Water Distribution prior to performance. During flushing the Contractor will be permitted to install a spool piece to close the gap as shown in the Utilities Detail Drawings. Upon completion of such flushing, connection to the COUNTY's systems or portion(s) thereof shall be returned to the configuration shown in the Utilities Detail Drawings. Refer to specifications section 025400, 3.1. 2.9.3 Line Filling Lines under construction shall be filled utilizing water supplied by the temporary meter and such filling shall be performed by the Contractor in accordance with required procedures including those outlined herein below. 2.9.4 Chlorination Line chlorination shall be performed utilizing water supplied by the temporary meter for the purpose of chlorinating newly constructed potable water lines. Such procedure shall be performed by the Contractor, and shall require 48-hour notice to Water Distribution prior to performance. 2.9.5 Post-Chlorination Flushes The Contractor using the temporary construction meter shall perform Post Chlorination Flushes. All chlorine injected into the system for disinfection shall be flushed from the system at least 24 hours prior to collection of Bacteriological Samples. The initial flush volume equal to the volume of water main being flushed shall be captured and properly disposed of, such that no chlorinated water enters into a storm water system and/or is discharged to the ground; all regulatory requirements for the protection of the environment shall be met. 2.9.6 Bacteriological Samples Bacteriological sample collection shall be performed utilizing water supplied by the temporary meter in order to supply pressure during sample collection of newly constructed potable water lines. Such procedure shall require 48-hour notice to Water Distribution prior to performance. These procedures shall be performed on Monday through Thursday, excluding holidays, unless otherwise directed by the County Manager or designee. 2.10 Laboratory Testing and Sample Collection All new potable and raw water systems shall be subject to bacteriological sample collection and testing. Sample collection and laboratory analyses shall be performed by COUNTY certified laboratory technicians only. The Contractor or his agent shall provide the equipment required in Section 2, Technical Specifications, to supply a continuous sample at the points indicated on the engineer's construction drawings. Sample points having a one day total of 200 non-coliform bacteria or greater shall be considered as failed samples. Samples containing one coliform bacteria or greater shall be considered as a failed sample. All potable water piping up to and including 8-inches in diameter shall pass bacteriological tests within sixty (60) days of being COLLIER COUNTY DESIGN CRITERIA Page 10 of 19 CPC placed in service. All potable water piping greater than 8-inches shall pass bacteriological tests within forty-five (45) days of being placed in service. Sample collection and sample laboratory analyses costs shall be borne by the developer. For Utilities Capital Projects that are run by the COUNTY for the COUNTY, one set of tests (including water costs) are provided by the COUNTY free of charge and the contractor shall pay for any additional tests. COLLIER COUNTY DESIGN CRITERIA Page 11 of 19 y >O PART 3 WASTEWATER COLLECTION AND TRANSMISSION SYSTEMS All wastewater pipe, material, equipment and appurtenances shall be new, and shall conform to Section 2, Technical Specifications and Section 3, Utilities Detail Drawings. Wastewater systems shall be designed to maintain adequate flows and standards as established by Florida Department of Environmental Protection (FDEP), using the equivalent residential connection (ERC) value of 250 gallons per day per residential unit (broken down to 100 gallons per day per person and 2.5 people per household) and F.A.C. 64E-6.008 for non-residential. The peak hour factor shall be determined using the equation: (18+Jpopulation in thousands) (4+Alpopulation in thousands) Populations for non-residential units shall be derived using the estimated average daily flows calculated using Table 1 in Rule 64E-6.008 of the Florida Administrative Code, divided by the average daily flow per capita of 100 gallons. All wastewater projects shall be designed to preclude the deliberate introduction of storm water, surface water, groundwater, roof runoff, subsurface drainage, swimming pool drainage, air conditioning system condensate water, non-contact cooling water, and sources of uncontaminated wastewater as specified in F.A.C. Chapter 62-610 and comply with Ordinance 2012-13 "Collier County Industrial Pretreatment Ordinance." 3.1 Gravity Sewer Systems 3.1.1 Pipe and Fitting Materials Gravity sewer pipe and materials shall conform to Technical Specifications for polyvinyl chloride (PVC) pipe and fittings. All pipelines shall be green in color. 3.1.2 Design of Pipeline Size, Depth and Location All gravity sewer mains constructed shall be a minimum of eight inches in diameter. The minimum depth of cover over all gravity sewers shall be 36 inches. All gravity sewer designs shall consider buoyancy of sewers, and appropriate construction techniques to prevent floatation of the pipe where high groundwater conditions are anticipated. All gravity mains eight inches or larger are allowed to be core bored into existing manholes. The manhole must be restored as per Section 333913. An inspector from the Wastewater Collections Department must be present during manhole restoration. Hydraulic Design Requirements - All gravity sewers shall be designed to give mean velocities, when flowing full or half-full of not less than two feet per second, based on Manning's formula. When calculating full-flow velocity, use a Manning's Roughness Coefficient of n=0.013. Design wastewater system with uniform slope between manholes. The following are the minimum allowable design slopes that may be provided for each pipe size listed: COLLIER COUNTY DESIGN CRITERIA Page 12 of 19 °NO Minimum Slope in Feet per One Hundred Feet (ft/100'): Sewer Size Slope (ft/100 ft) Sewer Size Slope (ft/100 ft) 8 inch 0.40 18 inch 0.12 10 inch 0.28 21 inch 0.10 12 inch 0.22 24 inch 0.08 15 inch 0.15 Special attention shall be given to gravity lines that receive flows from wastewater transmission or re-pumping facilities. Due care shall be taken in these cases to ensure that no surcharge conditions occur downstream due to excessive flow rates. Under no conditions shall pipe of a diameter larger than that necessary for proper hydraulic design as determined by the COUNTY Growth Management Division or Public Utilities Engineering and Project Management Department be permitted for use on any project. All sewers shall be designed to prevent superimposed loads. 3.1.3 Gravity Sewer Main Extension Stubs All main-line extension stubs to future developments and/or parcels shall terminate in a stub-out if it is part of a phased project. The stub-out shall end with a bell or manhole. 3.1.4 Gravity Sewer Laterals Laterals shall be extended to the property line or easement limit for all installations. Laterals shall be a minimum of six inches in diameter. Lateral shall have a minimum depth of 30 inches and a maximum depth of 48 inches below finished grade. In locations where a minimum depth of 30 inches cannot be provided, laterals shall be C900, DR 14 PVC pipe. At no time shall the depth of a lateral be less than 24 inches. At no time shall a lateral be core bored into manholes. Upon installation, all lateral ends shall be plugged. A cleanout shall be provided at the end of each lateral prior to the end plug and a maximum of every 75 feet. Intermediate cleanouts shall be located on the back side of the curb or gutter (where available). Typical lateral and cleanout standards are shown in the Utilities Detail Drawings. The cleanout riser and cap shall be set 24 inches above finished grade. All COUNTY-owned sewer cleanouts shall be provided with an electronic marker and concrete collar as shown in Utilities Detail Drawings(see County Approved Product List, Appendix F). Electronic markers shall be placed 24 inches below final grade at the cleanout, for COUNTY inspector to see during final plumbing tie-in inspection. At no time shall the connection to the lateral be made to the cleanout riser or any part of the vertical assembly. Either a single six inch diameter or larger lateral to each property or a single six inch or larger lateral with a double wye shall be provided. 3.1.5 Manholes Precast concrete manholes shall be installed at the end of each wastewater main, at all changes in grade, size, or horizontal alignment, and at all main pipe intersections, shall be spaced at distances not greater than 400 feet and shall be placed in pavement or equivalently stabilized surface (or future pavement). For sanitary sewers with a diameter greater than 15 inches, the maximum distance between manholes is 450 feet. All gravity collection mains shall terminate in a precast concrete manhole. COLLIER COUNTY p1/40 DESIGN CRITERIA Page 13 of 19 �' Minimum inside diameter of all manholes shall be four feet. The angle between the inlet and outlet pipe within manholes shall be no less than 90 degrees. A drop pipe shall be provided for a sewer entering a manhole at an elevation of 24 inches or more above the manhole invert. Drop manholes shall be constructed with an outside drop connection encased in concrete, as shown in the Utilities Detail Drawings. See FDEP Wastewater Checklist Form 62-604.300(8)(a), "Manholes" section, for further design requirements, as well as Specification Section 333913 and the Detail Drawings. 3.2 Force Mains 3.2.1 Pipe and Fitting Materials Force main pipelines and fittings shall be a minimum of four inches in diameter. All force mains shall be constructed of PVC, HDPE, or ductile iron pipe and shall utilize pipe meeting the requirements of the Technical Specifications. The use of ductile iron pipe on force mains is restricted to aerial crossings and above ground flanged pipe only. A plug valve is required to delineate ownership between County owned and privately owned force mains. All HDPE and PVC buried pipelines shall be color-coded as described in the Technical Specifications. Force main pipelines shall be green in color. Buried force mains, except those installed by directional drill or jack-and-bore methods, shall be marked using metalized warning tape for PVC. The metalized warning tape shall be placed in the pipe trench at two feet below grade or one-half the depth of the pipe's bury, whichever is less, and labeled "WASTEWATER FORCE MAIN." Electronic markers (see County Approved Product List, Appendix F) shall be placed 24 inches below final grade, above the force main, at all bends or changes in alignment, valves, and every 250 feet. Horizontal directional drilling shall include installation of at least two locating tone wires as described in the Technical Specifications. All force main aerial crossings shall be Pressure Class 350 flanged ductile iron pipe and shall be coated on the exterior using a suitable grade of Safety Green colored, field applied (or factory applied with field touch-up as required) epoxy coating. Specific color shall be subject to approval of the County Manager or designee. All nuts and bolts used in aerial crossings shall be stainless steel. All canal, river, or creek crossings shall be aerial, unless otherwise approved by the County Manager or designee. Aerial crossings shall be designed to incorporate valves or other flow regulation devices in accordance with F.A.C. 62-604.400(2)(k)5. Aerial crossings shall be designed to maintain existing or required navigational capabilities within the waterway and to reserve riparian rights of adjacent property Owners. Submit aerial pipe and flange computations, including support and anchor design, for review. The submittal must be signed and sealed by a Florida registered Licensed Professional Engineer. 3.2.2 Design of Pipeline Size and Location Force mains shall be sized to provide a desired flushing velocity of two and one-half feet per second with a minimum allowable velocity of two feet per second. The maximum allowable velocity in wastewater force mains is six feet per second. The minimum size force main conveyed to the CCWSD shall be four inches in diameter. Approved mechanical thrust restraints are required at pipe joints where specified in the Utility Standards. COLLIER COUNTY DESIGN CRITERIA Page 14 of 19 GP Minimum cover for force mains shall be 30 inches. Maximum cover shall be 48 inches after final project grading is complete except when dipping under conflicts in which case the force main shall be returned to normal depth within 10 feet on either side of the conflict or as soon as possible using a fitting of 45 degrees or less. The design engineer shall strive to minimize the number and frequency of dips (maintaining a horizontal run line through intermittent grade changes, by deviation). An air release valve is required at all dips. Engineers should evaluate possibilities of lowering storm drainage piping or dipping potable water and non-potable irrigation water main to avoid dips in the force main. When force mains are interconnected with a gravity sewer system, for transmission purposes through that system, interconnection shall be as shown in the Utility Standard Drawings. No force main laterals shall be core bored into manholes. 3.2.3 Valves All connections of privately-owned and maintained wastewater force mains to the Wastewater Department's force mains shall be connected through a check valve housed in a structure as shown in the Utilities Detail Drawings which shall allow performance of required maintenance, and shall be owned and maintained by the property owner. Sufficient plug valves shall be provided to allow for zone isolation of wastewater transmission areas in order to limit the impact of line breaks. In-line plug valves shall be provided at no greater than 1,000 foot intervals per COUNTY requirements. 3.2.4 Force Main Extension Stubs All main-line extension stubs to future developments and/or parcels shall terminate in a stub-out if it is part of a phased project. The stub-out shall end with a valve and cap/plug. 3.2.5 Air Release Assemblies Air release assemblies shall be provided at all high points and on the upstream side of conflict crossings at which the force main passes under the conflict (unless it can be demonstrated by hydraulic analysis that air pockets will not accumulate at individual high points). A high point is defined by the hydraulic gradient and is considered the upper end of any pipe segment that slopes up to the hydraulic gradient or runs parallel to it. Air valves (see County Approved Product List, Appendix F) utilized on raw sewage facilities shall be designed and manufactured specifically for use with domestic sewage. The design engineer shall review and apply the pertinent provisions of AWWA-0512 and AWWA Manual of Water Supply Practices M51, "Air-Release, Air Vacuum, and Combination Air Valves". When installed, the air valve shall be provided with a shut-off valve to allow isolation and removal of the valve assembly. All air release assemblies shall be installed as shown in the Utilities Detail Drawings. 3.3 Wastewater Pump Stations Wastewater pump stations shall be designed and constructed in accordance with FDEP regulatory requirements, Section 2 Technical Specifications, National Electrical Code (NEC) Requirements, and Section 3 Utilities Detail Drawings. Pump Station wetwells shall be designed to withstand flotation forces with the assumption that the structures are empty and ground/flood water elevation is at the top of the structures. The COLLIER COUNTY DESIGN CRITERIA Page 15 of 19 Gp,O design shall consider the potential for damage or interruption of operation due to flooding. Pump station structures and electrical and mechanical equipment shall be designed to be protected from physical damage by the 100-year flood event. Pump stations shall be designed to remain fully operational and accessible during the 25-year flood event. Pump stations shall be designed to avoid operational problems from the accumulation of grit. Pump stations shall be designed to be readily accessible by maintenance vehicles, including pumper trucks, during all weather conditions. Pump stations shall be designed and located on the site to minimize adverse effects from odors, noise, and lighting. Pump stations shall be located on the site to have a minimum separation of 20 feet from the edge of the CUE for the pump station to edge of a body of water and 15 feet from the edge of the CUE for the pump station to a residential structure (including appurtenances). The effective volume of wet wells shall be based on design average flows and a filling time not to exceed 30 minutes unless the facility is designed to provide flow equalization. The pump manufacturer's duty cycle recommendations shall be utilized in selecting the minimum cycling time. Pump stations requiring a pump motor of twenty horsepower or greater shall operate by a VFD (variable frequency drive) that varies the operating speed of the pump based on wet well water levels. Pump stations shall have a compacted earth berm on three sides with 3:1 slopes to divert liquid toward the ROW. Top of berm shall be 12 inches wide and six inches higher than back of curb (with curb) or edge of pavement (without curb). Minimum berm height shall be six inches. When a pump station has a peak design flow coming into the station greater than 500 gpm, contact Public Utilities Engineering and Project Management Department for specifications. A pump station that is connected directly to the County transmission force main from a development (Community Pump Station) and any pump station that receives flow from one or more upstream pump stations or discharges through a force main 12 inches or larger (see FAC 62-604.400 (2)(a)1) shall have uninterrupted pumping capability (standby diesel pump or generator) with three days of fuel storage (compliant with Technical Specification 263213) and a concrete pad for a future odor control system. Except for grinder pump stations, which require Deviation approval, no new private pump stations are allowed. Grinder pump stations are required to have a standard generator receptacle. All other pump stations shall conform to these standards and shall be conveyed to the Collier County Water-Sewer District in accordance with the utilities conveyance policies and procedures outlined in the Collier County Utilities Standards and Procedures Ordinance (Ord. No. 2004-31 as amended). All pump stations shall have water available to them. Available water means a water main is accessible in the adjacent ROW or CUE. Landscaping is not required, per these standards, to be installed around wastewater pump stations. If landscaping is provided, it shall be maintained by the developer, homeowners association, or land owner and shall NOT be located in the CUE. Landscaping, if provided, shall be located as to not block access or interfere with operations. If plant material dies, it is the responsibility of the landscaping owner to replace it. The landscaping shall be maintained to not block telemetry antenna line of site. COLLIER COUNTY DESIGN CRITERIA Page 16 of 19 cps() 3.4 Connections to Collier County Facilities Connections to existing COUNTY wastewater mains shall be constructed as described in the Technical Specifications and shown in the Utilities Detail Drawings. These details shall apply to all connections to existing systems. All projects shall be designed with no physical connections between a public or private potable water supply system and a sewer or force main and with no water mains passing through or coming into contact with any part of a sewer manhole. 3.5 Tests and Inspections Tests and inspections of all wastewater systems or portion(s) thereof shall be performed in accordance with the Technical Specifications before acceptance of the systems or portions thereof by Collier County. 3.6 Wastewater Pump Station Asset Management Asset management is required for proper use and maintenance of these wastewater facilities. State of Florida DEP regulations state: "...systems shall be operated and maintained so as to provide uninterrupted service..." To accomplish this obligation on privately owned wastewater pump stations, the owner(s) of each such station shall: A. Maintain a permanent fence with a sign mounted thereon, which sign shall include the correct name and phone number(s) of at least one emergency contact individual and the correct name(s) and phone number(s) of the station's operator as well as the station's owner(s). The text on the sign must be immediately updated if and when any of the information on the sign becomes outdated. B. The station's owner shall continuously retain (contract with) an operator qualified under Florida laws, rule or regulation, for operations, preventive maintenance, and to respond to each service interruption, if any, at that station. The above requirements are mandated by the Florida Department of Environmental Protection regulations: Florida Administrative Code, Subsection 62-604.400(2)(d). COLLIER COUNTY DESIGN CRITERIA Page 17 of 19 GPp PART 4 ELECTRICAL AND CONTROL SYSTEMS 4.1 Electrical and Control System Material All electrical devices such as motor starters, breakers, and control centers shall be manufactured to current NEMA standards. The construction of each device shall conform to the NEMA rating for the environment of that device. All programmable logic controllers(PLC) shall be manufactured by Allen-Bradley. The PLC model for each specific application shall be coordinated with the Utilities Engineering Department. END OF SECTION 1 COLLIER COUNTY DESIGN CRITERIA Page 18 of 19 Gp,0 THIS PAGE INTENTIONALLY LEFT BLANK COLLIER COUNTY DESIGN CRITERIA Page 19 of 19 Gp,O SECTION 2 TECHNICAL SPECIFICATIONS Go to the Collier County website below for the latest revision of the Technical Specifications: https://www.colliercountyfl.gov/your-governmentldivisions-f-r/public-utilities- planning-and-project-management/utilities-standards-manual 0,0 COLLIER COUNTY WATER-SEWER DISTRICT UTILITIES STANDARDS MANUAL SECTION 2 TECHNICAL SPECIFICATIONS Table of Contents DIVISION 1 - GENERAL REQUIREMENTS 011000 Summary of Work 014127 NPDES Requirements for Construction Activities Impacting More Than One Acre 014200 References 014500 Quality Control 015000 Construction Facilities and Temporary Controls 015526 Traffic Regulation and Public Safety 015713 Temporary Erosion and Sedimentation Control for Construction Activities Impacting Less Than One Acre, including Construction Requiring Dewatering 016100 Material and Equipment 017300 Miscellaneous Work and Cleanup 017416 Site Clearing 017423 Cleaning 017823 Operation and Maintenance Manuals 017839 Project Record Documents DIVISION 2 - EXISTING CONDITIONS 020500 Connections to Existing Systems 022100 Lines and Grades 022200 Pre-Construction Audio-Video Recording 022501 Leakage Tests 024100 Demolition 025400 Disinfection DIVISION 3 - CONCRETE 031100 Concrete Formwork 032000 Concrete Reinforcement 033100 Concrete, Masonry Mortar and Grout 034100 Precast Concrete Structures DIVISION 5— METALS 055600 Metal Castings COLLIER COUNTY TABLE OF CONTENTS TECHNICAL SPECIFICATIONS Page 1 of 2 GPp DIVISION 9 - FINISHES 099723 Concrete Coatings DIVISION 22— PLUMBING 221336 Diesel Backup Pump DIVISION 26 — ELECTRICAL 263213.13 Standby Diesel Generators DIVISION 31 - EARTHWORK 312316 Excavation — Earth and Rock 312319 Groundwater Control for Open Cut Excavation 312323 Backfilling 314000 Shoring, Sheeting and Bracing DIVISION 32 - EXTERIOR IMPROVEMENT 320117 Pavement Repair and Restoration 321300 Sidewalks, Driveways and Curbs 323113 Chain Link Fencing and Gates 329200 Restoration by Sodding or Seeding DIVISION 33 - UTILITIES 330130.16 Televising and Inspection of Gravity Sewer Systems 330201 Roadway Crossings by Open Cut 330502 High Density Polyethylene (HDPE) Pipe and Fittings 330503 Polyvinyl Chloride (PVC) Pipe and Fittings 330504 Ductile Iron Pipe (DIP) and Fittings 330518 Laying and Jointing Buried Pipelines 330520 Pipe Removal and Abandonment 330523.13 Horizontal Directional Drilling 330523.16 Jacking, Augering and Mining 331200 Water Valves and Appurtenances 331619 Hydrants 333200 Pump Stations 333313 Wastewater Valves and Appurtenances 333913 Sewer Manholes 334713 HDPE Irrigation Pond Liner COLLIER COUNTY TABLE OF CONTENTS TECHNICAL SPECIFICATIONS Page 2 of 2 CP0 SECTION 011000 SUMMARY OF WORK PART 1 GENERAL 1.1 SECTION INCLUDES A. Description of Work B. CONTRACTOR's Use of Site C. Work Sequence D. COUNTY Occupancy 1.2 DESCRIPTION OF WORK A. General: The Work to be done under this Contract is shown on the drawings and specified in Contract Documents. B. The Work includes: 1. Furnishing of all labor, material, superintendence, plant, power, light, heat, fuel, water, tools, appliances, equipment, supplies, services and other means of construction necessary or proper for performing and completing the Work. 2. Sole responsibility for adequacy of plant and equipment. 3. Maintaining the Work area and site in a clean and acceptable manner. 4. Maintaining existing facilities in service at all times. 5. Protection of finished and unfinished Work. 6. Repair and restoration of Work or existing facilities damaged during construction. 7. Furnishing as necessary proper equipment and machinery, of a sufficient capacity, to facilitate the Work and to handle all emergencies normally encountered in Work of this character. Section 011000 COLLIER COUNTY SUMMARY OF WORK TECHNICAL SPECIFICATIONS Page 1 of 4 GPO 8. Furnishing, installing, and protecting all necessary guides, track rails, bearing plates, anchor and attachment bolts, and all other appurtenances needed for the installation of the devices included in the equipment specified. Make anchor bolts of appropriate size, strength and material for the purpose intended. Furnish substantial templates and shop drawings for installation. C. Implied and Normally Required Work: It is the intent of these Specifications to provide the COUNTY with complete operable systems, subsystems and other items of Work. Any part or item of Work, which is reasonably implied or normally required to make each installation satisfactorily and completely operable, is deemed to be included in the Work and the Contract Amount. All miscellaneous appurtenances and other items of Work incidental to meeting the intent of these Specifications are included in the Work and the Contract Amount even though these appurtenances may not be specifically called for in these Specifications. D. Quality of Work: Regard the apparent silence of the Contract Documents as to any detail, or the apparent omission from them of a detailed description concerning any Work to be done and materials to be furnished as meaning that only the best general practice is to prevail and that only materials and workmanship of the best quality are to be used. Interpretation of these specifications will be made upon this basis. 1.3 CONTRACTOR'S USE OF SITE A. In addition to the requirements of the Supplemental Terms and Conditions, limit use of site and premises for work and storage to allow for the following: 1. Coordination of the Work under this CONTRACT with the work of the other contractors where Work under this CONTRACT encroaches on the Work of other contractors. 2. COUNTY occupancy and access to operate existing facilities. 3. Coordination of site use with ENGINEER. 4. Responsibility for protection and safekeeping of products under this CONTRACT. 5. Providing additional off site storage at no additional cost to the COUNTY as needed. 1.4 WORK SEQUENCE A. Construct Work in stages to accommodate the COUNTY's use of premises during construction period and in accordance with the limitations on the sequence of construction specified. Coordinate construction schedules and operations with ENGINEER. Section 011000 COLLIER COUNTY SUMMARY OF WORK TECHNICAL SPECIFICATIONS Page 2 of 4 B. Coordinate Work of all subcontractors. 1.5 COUNTY OCCUPANCY A. The COUNTY will occupy premises during entire period of construction in order to maintain normal operations. Cooperate with the COUNTY's Manager or designee in all construction operations to minimize conflict, and to facilitate COUNTY usage. B. Conduct operations with the least inconvenience to the general public. 1.6 PROTECTION OF EXISTING UTILITIES A. In case of damage to existing utilities caused by construction activities, contact the owner of the utility or appropriate COUNTY department (Water or Wastewater) immediately. Repair any damage to existing utilities caused by construction activities in coordination with or as directed by the owner of the utility. PART 2 PRODUCTS Not Used PART 3 EXECUTION A. Starting Work: Start Work within 10 days following the date stated in the Notice to Proceed and execute with such progress as may be required to prevent delay to other contractors or to the general completion of the project. Execute Work at such items and in or on such parts of the project, and with such forces, material and equipment, as to complete the Work in the time established by the Contract. At all times, schedule and direct the Work so that it provides an orderly progression to completion within the specified time for completion. END OF SECTION Section 011000 COLLIER COUNTY SUMMARY OF WORK op,O TECHNICAL SPECIFICATIONS Page 3 of 4 NO TEXT FOR THIS PAGE Section 011000 COLLIER COUNTY SUMMARY OF WORK TECHNICAL SPECIFICATIONS Page 4 of 4 Gp,0 SECTION 014127 NPDES REQUIREMENTS FOR CONSTRUCTION ACTIVITIES IMPACTING MORE THAN ONE ACRE PART 1 GENERAL 1.1 DESCRIPTION A. This Section describes the required documentation to be prepared and signed by the CONTRACTOR before conducting construction operations, in accordance with the terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Stormwater Permit, as required by Florida Administrative Code (F.A.C.) Chapter 62-621. B. The CONTRACTOR shall be for responsible for implementation, maintenance and inspection of stormwater pollution prevention control measures in accordance with F.A.C. Chapter 62-621 including, but not limited to, erosion and sediment control, stormwater management plans, waste collection and disposal, off-site vehicle tracking, and other practices shown on the Drawings and/or specified elsewhere in this or other specifications. The stormwater pollution prevention control measures shall include protection of offsite public and private stormsewer facilities potentially impacted during construction. Stormwater facilities include streets, inlets, pipes, ditches, swales, canals, culverts, control structures, and detention/retention areas. C. The CONTRACTOR shall prepare and review implementation of the Stormwater Pollution Prevention Plan (SWPPP) in a meeting with the County Manager or designee prior to start of construction. 1.2 UNIT PRICES A. Unless indicated in the Unit Price Schedule as a pay item, no separate payment will be made for work performed under this Section. Include cost of work to be performed under this Section in pay items of which this work is a component. 1.3 REFERENCE DOCUMENTS A. ASTM D3786 — Standard Test Method for Hydraulic Bursting Strength for Knitted Goods and Nonwoven Fabrics B. ASTM D4632 — Standard Test Method for Grab Breaking Load and Elongation of Geotextiles Section 014127 COLLIER COUNTY NPDES REQUIREMENTS FOR CONSTRUCTION TECHNICAL SPECIFICATIONS ACTIVITIES IMPACTING MORE THAN ONE ACRE Page 1 of 8 Gpp PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3.1 NOTICE OF INTENT (NOI) A. Fill out, sign and date a Notice of Intent to Use Generic Permit for Stormwater Discharge from Large and Small Construction Activities, (FDEP Form 62- 621.300(4)(b)). Submit the signed copy of the NOI to the County Manager or designee. The County Manager or designee will submit the completed form to the FDEP along with the required permit fee. 3.2 CERTIFICATION REQUIREMENTS A. On the attached OPERATOR'S INFORMATION form, fill out the name, address and telephone number for the CONTRACTOR, persons or firms responsible for maintenance and inspection of erosion and sediment control measures, and all Subcontractors. B. The CONTRACTOR and Subcontractors named in the Operator's Information form shall read, sign and date the attached CONTRACTOR'S/SUBCONTRACTOR'S CERTIFICATION form. C. The persons or firms responsible for maintenance and inspection of erosion and sediment control measures shall read, sign and date the attached EROSION CONTROL CONTRACTOR'S INSPECTION AND MAINTENANCE CERTIFICATION form. D. Submit all forms to the County Manager or designee before beginning construction. 3.3 RETENTION OF RECORDS A. Retain a copy of the SWPPP at the construction site and at the Contractor's office from the date that it became effective to the date of project completion. B. At project closeout, submit to the County Manager or designee all NPDES forms and certifications, as well as a copy of the SWPPP. Stormwater pollution prevention records will be retained by the County Manager or designee for a period of three (3) years from the date of project completion. 3.4 REQUIRED NOTICES A. The following notices shall be posted from the date that the SWPPP goes into effect until the date of final site stabilization: Section 014127 COLLIER COUNTY NPDES REQUIREMENTS FOR CONSTRUCTION TECHNICAL SPECIFICATIONS ACTIVITIES IMPACTING MORE THAN ONE ACRE Page2of8 GP0 1. A copy of the submitted NOI and a brief project description, as given in the SWPPP, shall be posted at the construction site and at the CONTRACTOR's office in a prominent place for public viewing. 2. Notice to drivers of equipment and vehicles, instructing them to stop, check and clean tires of debris and mud before driving onto traffic lanes. Post such notices at every stabilized construction exit area. 3. Post a notice of waste disposal procedures in an easily visible location on site. 4. Notice of hazardous material handling and emergency procedures shall be posted with the NOI on site. Keep copies of Material Safety Data Sheets at a location on site that is know to all personnel. 5. Keep a copy of each signed certification at the construction site and at the CONTRACTOR's office. REQUIRED FORMS FOLLOW Section 014127 COLLIER COUNTY NPDES REQUIREMENTS FOR CONSTRUCTION TECHNICAL SPECIFICATIONS ACTIVITIES IMPACTING MORE THAN ONE ACRE Page 3of8 0,0 OPERATOR'S INFORMATION Owner's Name and Address: Collier County Public Utilities Planning and Project Management Department 3301 East Tamiami Trail Naples, Florida 34112 (239) 252-4285 Contractors' Names and Addresses: General Contractor: Telephone: Site Superintendent: Telephone: Erosion Control and: Maintenance Inspection Telephone: Subcontractors' Names and Addresses: Phone: Phone: Section 014127 COLLIER COUNTY NPDES REQUIREMENTS FOR CONSTRUCTION TECHNICAL SPECIFICATIONS ACTIVITIES IMPACTING MORE THAN ONE ACRE Page4of8 GP° CONTRACTOR'S / SUBCONTRACTOR'S CERTIFICATION I certify under penalty of law that I understand the terms and conditions of Florida's National Pollutant Discharge Elimination System (NPDES) Construction General Permit that authorizes storm water discharges associated with activity from the construction site identified as part of this certification, and that I have received a copy of the SWPPP. Signature: Name: (printed or typed) Title: Company: Address: Signature: Name: (printed or typed) Title: Company: Address: Signature: Name: (printed or typed) Title: Company: Address: Section 014127 COLLIER COUNTY NPDES REQUIREMENTS FOR CONSTRUCTION TECHNICAL SPECIFICATIONS ACTIVITIES IMPACTING MORE THAN ONE ACRE Page 5of8 GPI EROSION CONTROL CONTRACTOR'S INSPECTION AND MAINTENANCE CERTIFICATION I certify under penalty of law that I understand the terms and conditions of Florida's National Pollutant Discharge Elimination System (NPDES) Construction General Permit that authorizes storm water discharges associated with activity from the construction site identified as part of this certification, and that I have received a copy of the SWPPP. Signature: Name: (printed or typed) Title: Company: Address: Date: Section 014127 COLLIER COUNTY NPDES REQUIREMENTS FOR CONSTRUCTION TECHNICAL SPECIFICATIONS ACTIVITIES IMPACTING MORE THAN ONE ACRE Page6of8 otx° STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT Project: Contractor: Inspector: Date: SEDIMENT PROBLEM MAINTENANCE REPAIRED CONTROLS LOCATION HEIGHT DESCRIPTION REQUIRED BY/DATE Section 014127 COLLIER COUNTY NPDES REQUIREMENTS FOR CONSTRUCTION TECHNICAL SPECIFICATIONS ACTIVITIES IMPACTING MORE THAN ONE ACRE Page 7 of 8 GPO END OF SECTION Section 014127 COLLIER COUNTY NPDES REQUIREMENTS FOR CONSTRUCTION TECHNICAL SPECIFICATIONS ACTIVITIES IMPACTING MORE THAN ONE ACRE Page 8 of 8 GP,O SECTION 014200 REFERENCES PART 1 GENERAL 1.1 SECTION INCLUDES A. Reference Abbreviations B. Abbreviations C. Reference Standards D. Definitions 1.2 RELATED SECTIONS A. Information provided in this section is used where applicable in individual Specification Sections. 1.3 REFERENCE ABBREVIATIONS A. Reference to a technical society, trade association or standards setting organization, may be made in the Specifications by abbreviations in accordance with the following list: AABC Associated Air Balance Council AAMA Architectural Aluminum Manufacturers Association AASHTO American Association of State Highway and Transportation Officials AATCC American Association of Textile Chemists and Colorists ACI American Concrete Institute ADC Air Diffusion Council AFBMA Anti-friction Bearing Manufacturers Association AGA American Gas Association AGMA American Gear Manufacturers Association AHA Association of Home Appliance Manufacturers AISC American Institute of Steel Construction AISI American Iron and Steel Institute AMCA Air Movement and Control Association, Inc. ANSI American National Standards Institute APA American Plywood Association ARI American Refrigeration Institute ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers ASME American Society of Mechanical Engineers Section 014200 COLLIER COUNTY REFERENCES TECHNICAL SPECIFICATIONS Page 1 of 8 Q,O G ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute AWPA American Wood Preservers Association AWS American Welding Society AWWA American Water Works Association BHMA Builders' Hardware Manufacturers Association BIA Brick Institute of American CABO Council of American Building Officials CAGI Compressed Air and Gas Institute CISPI Cast Iron Soil Pipe Institute CMAA Crane Manufacturers Association of America CRD U.S. Corps of Engineers Specifications CRSI Concrete Reinforcing Steel Institute CTI Cooling Tower Institute DHI Door and Hardware Institute DOH Department of Health DOT Department of Transportation Fed. Spec. Federal Specifications FGMA Flat Glass Marketing Association FM Factory Mutual HMI Hoist Manufacturing Institute HPMA See HPVA HPVA Hardwood Plywood Veneer Association ICEA Insulated Cable Engineers Association IEEE Institute of Electrical and Electronics Engineers IFI Industrial Fasteners Institute MIL Military Specifications MSS Manufacturer's Standardization Society NAAMM National Association of Architectural Metal Manufacturers NACM National Association of Chain Manufacturers NBS National Bureau of Standards, See NIST NEBB National Environmental Balancing Bureau NEC National Electrical Code NEMA National Electrical Manufacturers Association NETA National Electrical Testing Association NFPA National Fire Protection Association NFPA National Forest Products Association NFPA National Fluid Power Association NIST National Institute of Standards and Technology NLMA National Lumber Manufacturers Association NSF National Sanitation Foundation OSHA Occupational Safety and Health Act PCI Prestressed Concrete Institute PDI Plumbing and Drainage Institute SAE Society of Automotive Engineers SCPRF Structural Clay Products Research Foundation SMACNA Sheet Metal and Air Conditioning Contractors' National Association Section 014200 COLLIER COUNTY REFERENCES TECHNICAL SPECIFICATIONS Page 2 of 8 GpO SPI Society of the Plastics Industry SSPC Steel Structures Painting Council STI Steel Tank Institute TCA Tile Council of American TIMA Thermal Insulation Manufacturers' Association UL Underwriters' Laboratories, Inc. USBR U. S. Bureau of Reclamation USBS U. S. Bureau of Standards, See NIST 1.4 ABBREVIATIONS A. Abbreviations which may be used in individual Specification Sections are as follows: alternating current ac cubic foot (feet) cu ft American wire gauge AWG cubic inch(es) cu in ampere(s) amp cubic yard(s) cu yd ampere-hour(s) AH annual ann decibels dB Ampere Interrupting decibels (A scale) dBa Capacity AIC degree(s) deg atmosphere(s) atm dewpoint temperature dpt average avg diameter dia direct current do biochemical oxygen demand BOD dissolved oxygen DO Board Foot FBM dissolved solids DS brake horsepower bhp dry-bulb temperature dbt Brinell Hardness BH British thermal unit(s) Btu efficiency eff elevation el calorie(s) cal entering water temperature ewt carbonaceous biochemical entering air temperature eat oxygen demand CBOD equivalent direct radiation edr Celsius (centigrade) C Center to Center C to C face area fa centimeter(s) cm face to face f to f chemical oxygen demand COD Fahrenheit F coefficient, valve flow Cv feet per day fpd condensate return CR feet per hour fph cubic cu feet per minute fpm cubic centimeter(s) cc feet per second fps cubic feet per day cfd foot (feet) ft cubic feet per hour cfh foot-candle fc cubic feet per minute cfm foot-pound ft-lb cubic feet per minute, foot-pounds per minute ft-lb/min standard conditions scfm foot-pounds per second ft-lb/sec cubic feet per second cfs formazin turbidity unit(s) FTU Section 014200 COLLIER COUNTY REFERENCES TECHNICAL SPECIFICATIONS Page 3 of 8 F'O frequency freq fuel oil FO megavolt-ampere(s) MVA fuel oil supply FOS meter(s) m fuel oil return FOR micrograms per liter ug/L miles per hour mph gallon(s) gal milliampere(s) mA gallons per day gpd milligram(s) mg gallons per day per milligrams per liter mg/L cubic foot gpd/cu ft milliliter(s) mL gallons per day per millimeter(s) mm square foot gpd/sq ft million gallons MG gallons per hour gph million gallons per day mgd gallons per minute gpm millisecond(s) ms gallons per second gps millivolt(s) mV gas chromatography and minute(s) min mass spectrometry GC-MS mixed liquor suspended gauge ga solids MLSS grain(s) gr nephelometric turbidity gram(s) g unit NTU grams per cubic centimeter gm/cc net positive suction head NPSH Heat Transfer Coefficient U noise criteria nc height hgt noise reduction coefficient NRC Hertz Hz number no horsepower hp horsepower-hour hp-hr ounce(s) oz hour(s) hr outside air oa humidity, relative rh outside diameter OD hydrogen ion concentration pH parts per billion ppb inch(es) in parts per million ppm inches per second ips percent pct inside diameter ID phase (electrical) ph pound(s) lb Jackson turbidity unit(s) JTU pounds per cubic foot pcf pounds per cubic foot kelvin K per hour pcf/hr kiloamperes kA pounds per day lbs/day kilogram(s) kg pounds per day per kilometer(s) km cubic foot lbs/day/cu ft kilovar (kilovolt-amperes pounds per day per reactive) kvar square foot lbs/day/sq ft kilovolt(s) kV pounds per square foot psf kilovolt-ampere(s) kVA pounds per square foot kilowatt(s) kW per hour psf/hr kilowatt-hour(s) kWh pounds per square inch psi linear foot (feet) lin ft pounds per square inch liter(s) L absolute psia Section 014200 COLLIER COUNTY REFERENCES TECHNICAL SPECIFICATIONS Page 4 of 8 PO C pounds per square inch gauge psig temperature temp power factor PF temperature difference TD pressure drop or temperature entering TE difference dp temperature leaving TL pressure, dynamic thousand Btu per hour Mbh (velocity) vp thousand circular mils kcmil pressure, vapor vap pr thousand cubic feet Mcf threshold limit value TLV quart(s) qt tons of refrigeration tons torque TRQ Rankine R total dissolved solids TDS relative humidity rh total dynamic head TDH resistance res total kjeldahl nitrogen TKN return air ra total oxygen demand TOD revolution(s) rev total pressure TP revolutions per minute rpm total solids TS revolutions per second rps total suspended solids TSS root mean squared rms total volatile solids TVS vacuum vac safety factor sf viscosity visc second(s) sec volatile organic chemical VOC shading coefficient SC volatile solids VS sludge density index SDI volatile suspended solids VSS volt(s) V Sound Transmission volts-ampere(s) VA Coefficient STC volume vol specific gravity sp gr watt(s) W specific volume Sp Vol watthour(s) Wh sp ht at constant pressure Cp watt-hour demand WHD square sq watt-hour demand meter WHDM square centimeter(s) sq cm week(s) wk square foot (feet) sq ft weight wt square inch (es) sq in wet-bulb WB square meter(s) sq m wet bulb temperature WBT square yard(s) sq yd standard std yard(s) yd static pressure st pr year(s) yr supply air . . sa suspended solids SS 1.5 REFERENCE PUBLICATIONS The following publications are incorporated into this Manual and are made a part of this Manual as is set out verbatim in this Manual. Violations of any provision of every such publication, as updated from time-to-time by Resolution(s) of the Board of County Section 014200 COLLIER COUNTY REFERENCES TECHNICAL SPECIFICATIONS Page 5 of 8 O GP. Commissioners, shall be a violation of the Collier County Utilities Standards and Procedures Ordinance, as then amended. A. Water Environment Federation, Manual of Practice No. 8, Wastewater Treatment Plant Design, W.E.F., 601 Wythe Street, Alexandria, VA, 22314-1994. B. Water Environment Federation, Manual of Practice No. 9, Design and Construction of Sanitary and Storm Sewers, W.E.F., 601 Wythe Street, Alexandria, VA, 22314-1994. C. Great Lakes/Upper Mississippi River Board of State Sanitary Engineers. Recommended Standards for Sewage Works, Health Education Service, Inc., P.O. Box 7283, Albany, New York, 12224. D. Great Lakes/Upper Mississippi River Board of State Sanitary Engineers. Recommended Standards for Water Works, Health Education Service, Inc., P.O. Box 7283, Albany, New York, 12224. E. Rules of the Florida Department of Environmental Protection for Water, Wastewater, and Reclaimed Water Systems, latest revisions of F.A.C. Chapters 62-550, 62-555, 62-600, 62-604, 62-610, 64E-6, and 64E-8, 3900 Commonwealth Boulevard M.S. 49, Tallahassee, Florida, 32399. F. American Water Works Association, Inc., Water Treatment Plant Design, 6666 West Quincy Avenue, Denver, Colorado, 80235. G. American Water Works Association, Inc., Water Treatment Plant Design, AWWA Standards and Applicable Manuals, 6666 West Quincy Avenue, Denver, Colorado, 80235. H. Ductile Iron Pipe Research Association, Handbook, Ductile Iron Pipe/Cast Iron Pipe, Ductile Iron Pipe Research Association, 245 Riverchase Parkway East, Birmingham, Alabama, 35244. I. Uni-Bell Plastic Pipe Association, Handbook of PVC Pipe, Uni-Bell Plastic Pipe Association, 2655 Villa Creek Drive, Suite 164, Dallas, Texas, 75234. J. American National Standards Institute, latest revisions of applicable standards, 1819 L Street NW, Suite 600, Washington, D.C., 20036. K. American Society for Testing and Materials, latest revisions of applicable standards, ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, Pennsylvania, 19428-2959. L. National Water Research Institute, Treatment Technologies for Removal of MTBE. NWRI, 10500 Ellis Ave., P.O. Box 20865, Fountain Valley, CA, 92728. Section 014200 COLLIER COUNTY REFERENCES TECHNICAL SPECIFICATIONS Page 6 of 8 O GP M. National Water Research Institute, Valuing Ground Water: Economic Concepts/Approaches. NWRI, 10500 Ellis Ave., P.O. Box 20865, Fountain Valley, CA, 92728.7.3.14. N. U.S. Environmental Protection Agency, Design Criteria for Mechanical, Electric, and Fluid System and Component Reliability, Supplement to the Federal Guidelines for Design, Operation, and Maintenance of Wastewater Treatment Facilities, Technical Bulletin EPA-430-99-74-001, U.S. EPA, Office of Water Program Operations. O. Florida Department of Transportation, Standard Specifications for Road and Bridge Construction, Maps & Publications Sales, Mail Station 12, 605 Suwannee Street, Tallahassee, Florida 32399-0450. P. Plastics Pipe Institute, Handbook of Polyethylene Pipe, 1825 Connecticut Ave., NW, Suite 680, Washington, DC 20009. Q. National Fire Protection Association, 1995 Edition of NFPA 24 — Standard for the Installation of Private Fire Service Mains and Their Appurtenances, 1 Batterymarch Park, Quincy, MA 02169. R. Collier County Water-Sewer District Utilities Standards Manual. S. National Electrical Code, latest revisions of applicable requirements. T. Metcalf and Eddy, Wastewater Engineering Treatment and Reuse, 4th Edition, McGraw- Hill, 2002. U. Water Environment Federation, Manual of Practice No. 11, Operation of Municipal Wastewater Treatment Plants, 601 Wythe Street, Alexandria, VA 22314-1994. 1.6 REFERENCE STANDARDS A. Latest Edition: Construe references to furnishing materials or testing, which conform to the standards of a particular technical society, organization, or body, to mean the latest standard, code, or specification of that body, adopted and published as of the date of bidding this Contract. Standards referred to herein are made a part of these Specifications to the extent that is indicated or intended. B. Precedence: The duties and responsibilities of the COUNTY, CONTRACTOR or ENGINEER, or any of their consultants, agents or employees are set forth in the Contract Documents, and are not changed or altered by any provision of any referenced standard specifications, manuals or code, whether such standard manual or code is or is not specifically incorporated by reference in the Contract Documents. Any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority, to undertake responsibility contrary to the powers of the ENGINEER as set forth in the Contract Documents cannot be assigned to the ENGINEER or any of the ENGINEER's consultants, agents or employees. Section 014200 COLLIER COUNTY REFERENCES TECHNICAL SPECIFICATIONS Page 7 of 8 ' 0 1.7 DEFINITIONS A. In these Contract Documents the words furnish, install and provide are defined as follows: 1. Furnish (Materials): to supply and deliver to the project ready for installation and in operable condition. 2. Install (services or labor): to place in final position, complete, anchored, connected in operable condition. 3. Provide: to furnish and install complete. Includes the supply of specified services. When neither furnish, install or provide is stated, provided is implied. 4. COUNTY: Collier County Board of Commissioners, County Government Center, 3301 East Tamiami Trail, Naples, Florida 34112, or authorized staff or representatives. 5. ENGINEER: The terms Design Professional, Design Engineer, and Engineer are interchangeably used throughout the Contract Documents. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION Section 014200 COLLIER COUNTY REFERENCES TECHNICAL SPECIFICATIONS Page 8 of 8 SECTION 014500 QUALITY CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Submittals B. Inspection Services C. Inspection of Materials D. Quality Control E. Costs of Inspection F. Acceptance Tests G. Failure to Comply with Contract 1.2 SUBMITTALS A. General: Provide all submittals, including the following, as specified in the individual material sections. B. Certificate Submittals: Furnish the ENGINEER authoritative evidence in the form of Certificates of Manufacture that the materials and equipment to be used in the Work have been manufactured and tested in conformity with the Contract Documents. Include copies of the results of physical tests and chemical analyses, where necessary, that have been made directly on the product or on similar products of the manufacturer. 1.3 INSPECTION SERVICES A. COUNTY's Access: At all times during the progress of the Work, and until the date of final completion, afford the County Manager or designee and ENGINEER every reasonable, safe, and proper facility for inspecting the Work at the site. The observation and inspection of any work will not relieve the CONTRACTOR of any obligations to perform proper and satisfactory work as specified. Replace work rejected due to faulty design, inferior, or defective materials, poor workmanship, improper installation, excessive wear, or nonconformity with the requirements of the Contract Documents, with satisfactory work at no additional cost to the COUNTY. Replace as directed, finished or unfinished work found not Section 014500 COLLIER COUNTY QUALITY CONTROL TECHNICAL SPECIFICATIONS Page 1 of 10 GPO to be in strict accordance with the Contract, even though such work may have been previously approved and payment made therefor. B. Rejection: The County's Manager or designee has the right to reject materials and workmanship which are defective or require correction. Promptly remove rejected work and materials from the site. C. Inferior Work Discoveries: Failure or neglect on the part of the County Manager or designee to condemn or reject bad or inferior work or materials does not imply an acceptance of such work or materials. Neither is it to be construed as barring the County Manager or designee at any subsequent time from recovering damages or a sum of money needed to build anew all portions of the Work in which inferior work or improper materials were used. D. Removal for Examination: Should it be considered necessary or advisable by the County Manager or designee, at any time before final acceptance of the Work, to make examinations of portions of the Work already completed, by removing or tearing out such portions, promptly furnish all necessary facilities, labor, and material, to make such an examination. If such Work is found to be defective in any respect, defray all expenses of such examination and of satisfactory reconstruction. If, however, such work is found to meet the requirements of the Contract, the cost of examination and restoration of the Work will be considered a change in the Work to be paid for in accordance with applicable provisions of the Contract. E. Operation Responsibility: Assume full responsibility for the proper operation of equipment during tests and instruction periods. Make no claim, other than provided in the Contract Documents, for damage that may occur to equipment prior to the time when the County Manager or designee accepts the Work. F. Rejection Prior to Warranty Expiration: If at anytime prior to the expiration of any applicable warranties or guarantees, defective equipment is rejected by the County Manager or designee, repay to the COUNTY all sums of money received for the rejected equipment on progress certificates or otherwise on account of the Contract lump sum prices, and upon the receipt of the sum of money, County Manager or designee will execute and deliver a bill of sale of all its rights, title, and interest in and to the rejected equipment. Do not remove the equipment from the premises of the COUNTY until the County Manager or designee obtains from other sources, equipment to take the place of that rejected. The County Manager or designee hereby agrees to obtain other equipment within a reasonable time and the CONTRACTOR agrees that the COUNTY may use the equipment furnished by the CONTRACTOR without rental or other charge until the other new equipment is obtained. 1.4 INSPECTION OF MATERIALS A. Premanufacture Notification: Give notice in writing to the ENGINEER sufficiently in advance of the commencement of manufacture or preparation of materials Section 014500 COLLIER COUNTY QUALITY CONTROL TECHNICAL SPECIFICATIONS Page 2 of 10 GPO especially manufactured or prepared for use in or as part of the permanent construction. When required, notice to include a request for inspection, the date of commencement, and the expected date of completion of the manufacture or preparation of materials. Upon receipt of such notice, ENGINEER will arrange to have a representative present at such times during the manufacture or testing as may be necessary to inspect the materials, or will notify CONTRACTOR that the inspection will be made at a point other than the point of manufacture or testing, or that the inspection will be waived. Comply with these provisions before shipping any materials. Such inspection will not constitute a release from the responsibility for furnishing materials meeting the requirements of the Contract Documents. B. Testing Standards: Conduct tests of electrical and mechanical equipment and appliances in accordance with recognized, applicable test codes. 1.5 QUALITY CONTROL A. Testing 1. Field and Laboratory a. Provide personnel to assist the ENGINEER in performing the following periodic observation and associated services. (1) Soils: Observe and test excavations, placement and compaction of soils. Determine suitability of excavated material. Observe subgrade soils and foundations. (2) Concrete: Observe forms and reinforcement; observe concrete placement; witness air entrainment tests, facilitate concrete cylinder preparation and assist with other tests performed by ENGINEER. (3) Masonry: Sample and test mortar, bricks, blocks and grout; inspect brick and block samples and sample panels; inspect placement of reinforcement and grouting. (4) Structural Steel: Verify that all welders are certified; visually inspect all structural steel welds; mechanically test high-tensile bolted connections. b. When specified in the Contract Documents, provide an independent laboratory testing facility to perform required testing. Qualify the laboratory as having performed previous satisfactory work. Prior to use, submit to the ENGINEER for approval. c. Cooperate with the ENGINEER and laboratory testing representatives. Provide at least 24 hours notice prior to when specified testing is Section 014500 COLLIER COUNTY QUALITY CONTROL TECHNICAL SPECIFICATIONS Page 3 of 10 :GPO required. Provide labor and materials, and necessary facilities at the site as required by the ENGINEER and the testing laboratory. d. When an independent electrical testing agency is specified in the Contract Documents, provide a member of the National Electrical Testing Association to perform inspections and tests. 2. Equipment: Coordinate and demonstrate test procedures as specified in the Contract Documents and as required during the formal tests. 3. Pipeline and Other Testing: Conform to test procedures and requirements specified in the appropriate Specification Section. 4. Testing of Gravity Sanitary Sewer Lines a. Watertight Construction: It is imperative that all sewers and force mains, manholes, and service connections be built watertight and that the CONTRACTOR adhere rigidly to the specifications for material and workmanship. Since all of the water and sewage in the lines will be treated at the treatment plant, special care and attention must be given to securing watertight construction. After completion, the sewers or sections thereof will be tested and gauged. If infiltration or exfiltration is above the limits specified, the sewer construction work will be rejected. b. Cleaning: Exercise care during construction of the manhole to see that materials do not enter the sewer line. Keep the invert and shelf of the manhole clean of all mortar, broken brick, sand, or any other materials falling into the manhole. Immediately remove such material. Maintain this condition until final acceptance of the work. Prior to testing of gravity sanitary sewer lines, clean the lines using appropriate tools. c. Gravity Sewers - Visual Inspections: On completion of each block or section of sewer, or at such other times as the County Manger or designee may direct, the block or section of sewer is to be cleaned, tested and inspected. Each section of the sewer is to show, on examination from either end, a full circle of light between manholes. Each manhole, or other appurtenance to the system, shall be of the specified size and form, be watertight, neatly and substantially constructed, with the rim set permanently to design position and grade. All repairs shown necessary by the inspection are to be made; broken or cracked pipe replaced, all deposits removed and the sewers left true to line and grade, entirely clean and ready for use. Section 014500 COLLIER COUNTY QUALITY CONTROL TECHNICAL SPECIFICATIONS Page 4 of 10 d. Infiltration Limits: Provide the equipment necessary to check the lines for infiltration or exfiltration as directed by the County Manager or designee, before they are put in service. Infiltration in excess of fifty (50) gallons per day inch-mile of sewer will result in having the CONTRACTOR go over the lines, ascertain where the leakage exists, and repair the lines to the extent necessary to bring the infiltration down within acceptable limits. Observable inflow is not permitted. e. Exfiltration Limits: The length of sewer subject to an exfiltration test shall be the distance between two (2) adjacent manholes. Close the inlets of the upstream and downstream manholes with watertight plugs and the test section filled with water until the elevation of the water in the upstream manhole is two (2) feet above the crown of the pipe in the line being tested, or two (2) feet above the existing groundwater in the trench, whichever is higher. A standpipe may be used instead of the upstream manhole for providing the pressure head when approved by the County Manager or designee. Measure exfiltration by determining the amount of water required to maintain the initial water elevation for one (1) hour period from the start of the test. The maximum allowable leakage, including manholes, shall be 50 gallon per inch for diameter per mile of pipe per day. f. Air Testing: Air testing shall be required if, in the opinion of the County Manager or designee, conditions are such that infiltration measurements may be inconclusive. Conduct the test in the presence of the County Manager or designee and conform to the following requirements: (a) Test pressure shall be 3.5 psi increased by the groundwater pressure above the top of the sewer. (b) Pressure loss from shall not exceed 0.5 psi during the required testing time. (c) Testing time in minutes shall be calculated as 0.625 x nominal pipe size (inches). g. Deformation Test (a) Deformation tests shall be performed on all gravity sewer lines. The test shall be conducted after the final backfill has been in place at least 30 days to permit stabilization of the soil-pipe system. (b) No pipe shall exceed a deformation of five percent (5%). If deformation exceeds 5%, mechanical methods to correct deformation may be used. If mechanical methods are unsuccessful, the pipe shall be excavated. Replacement Section 014500 COLLIER COUNTY QUALITY CONTROL TECHNICAL SPECIFICATIONS Page 5 of 10 GQ' or correction shall be accomplished in accordance with requirements in the approved specifications. (c) The rigid ball or mandrel used for the deflection test shall have a diameter not less than 95 percent of the base inside diameter or average inside diameter of the pipe depending on which is specified in the ASTM Specification, including the appendix, to which the pipe is manufactured. The test shall be performed without mechanical pulling devices. B. Reports 1 . Certified Test Reports: Where transcripts or certified test reports are required by the Contract Documents, meet the following requirements: a. Before delivery of materials or equipment submit and obtain approval of the ENGINEER for all required transcripts, certified test reports, certified copies of the reports of all tests required in referenced specifications or specified in the Contract Documents. Perform all testing in an approved independent laboratory or the manufacturer's laboratory. Submit for approval reports of shop equipment tests within thirty days of testing. Transcripts or test reports are to be accompanied by a notarized certificate in the form of a letter from the manufacturer or supplier certifying that tested material or equipment meets the specified requirements and the same type, quality, manufacture and make as specified. The certificate shall be signed by an officer of the manufacturer or the manufacturer's plant manager. 2. Certificate of Compliance: At the option of the ENGINEER, submit for approval a notarized Certificate of Compliance. The Certificates may be in the form of a letter stating the following: a. Manufacturer has performed all required tests b. Materials to be supplied meet all test requirements c. Tests were performed not more than one year prior to submittal of the certificate d. Materials and equipment subjected to the tests are of the same quality, manufacture and make as those specified e. Identification of the materials Section 014500 COLLIER COUNTY QUALITY CONTROL TECHNICAL SPECIFICATIONS Page 6 of 10 0 GP' 1.6 COSTS OF INSPECTION A. COUNTY's Obligation: Initial inspection and testing of materials furnished under this Contract will be performed by the County Manager or designee, or inspection bureaus without cost to the CONTRACTOR, unless otherwise expressly specified. If subsequent testing is necessary due to failure of the initial tests or because of rejection for noncompliance, reimburse the COUNTY for expenditures incurred in making such tests. B. CONTRACTOR's Obligation: Include in the Contract Price, the cost of all shop and field tests of equipment and other tests specifically called for in the Contract Documents, except those tests described above under "COUNTY's Obligation". The County Manager or designee may perform tests on any material or equipment furnished under this Contract at any time during the Contract. If tests performed by the County Manager or designee result in failure or rejection for noncompliance, reimburse the COUNTY for expenditures incurred in making such tests. Tests performed by the County Manager or designee shall prevail in determining compliance with Contract requirements. C. Reimbursements to the COUNTY: 1. Materials and equipment submitted by the CONTRACTOR as the equivalent to those specifically named in the Contract may be tested by the County Manager or designee for compliance. Reimburse the COUNTY for expenditures incurred in making such tests on materials and equipment that are rejected for noncompliance. 2. Reimburse the COUNTY for all costs associated with Witness Tests that exceed 5 Calendar Days per kind of equipment. 1.7 ACCEPTANCE TESTS A. Preliminary Field Tests: As soon as conditions permit, furnish all labor and materials and services to perform preliminary field tests of all equipment provided under this Contract. If the preliminary field tests disclose that any equipment furnished and installed under this Contract does not meet the requirements of the Contract Documents, make all changes, adjustments and replacements required prior to the acceptance tests. B. Final Field Tests: Upon completion of the Work and prior to final payment, subject all equipment, piping and appliances installed under this Contract to specified acceptance tests to demonstrate compliance with the Contract Documents. 1. Furnish all labor, fuel, energy, water and other materials, equipment, instruments and services necessary for all acceptance tests. Section 014500 COLLIER COUNTY QUALITY CONTROL TECHNICAL SPECIFICATIONS Page 7 of 10 p) 2. Conduct field tests in the presence of the ENGINEER. Perform the field tests to demonstrate that under all conditions of operation each equipment item: a. Has not been damaged by transportation or installation b. Has been properly installed c. Has been properly lubricated d. Has no electrical or mechanical defects e. Is in proper alignment f. Has been properly connected g. Is free of overheating of any parts h. Is free of all objectionable vibration i. Is free of overloading of any parts j. Operates as intended 3. Operate work or portions of work for a minimum of 100 hours or 14 days continuous service, whichever comes first. For those items of equipment that would normally operate on wastewater or sludge, plant effluent may be used if available when authorized by ENGINEER. If water cannot properly exercise equipment, conduct 100-hour test after plant startup. Conduct test on those systems that require load produced by weather (heating or cooling) exercise only when weather will produce proper load. C. Failure of Tests: If the acceptance tests reveal defects in material or equipment, or if the material or equipment in any way fails to comply with the requirements of the Contract Documents, then promptly correct such deficiencies. Failure or refusal to correct the deficiencies, or if the improved materials or equipment, when tested again, fail to meet the guarantees or specified requirements, the County Manager or designee, notwithstanding its partial payment for work and materials or equipment, may reject said materials or equipment and may order the CONTRACTOR to remove the defective work from the site at no addition to the Contract Price, and replace it with material or equipment which meets the Contract Documents. 1.8 FAILURE TO COMPLY WITH CONTRACT A. Unacceptable Materials: If it is ascertained by testing or inspection that the material or equipment does not comply with the Contract, do not deliver said material or equipment, or if delivered remove it promptly from the site or from the Section 014500 COLLIER COUNTY QUALITY CONTROL TECHNICAL SPECIFICATIONS Page 8 of 10 GPO Work and replace it with acceptable material without additional cost to the COUNTY. Fulfill all obligations under the terms and conditions of the Contract even though the County Manager or designee fail to ascertain noncompliance or notify the CONTRACTOR of noncompliance. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION Section 014500 COLLIER COUNTY QUALITY CONTROL TECHNICAL SPECIFICATIONS Page 9 of 1013 CAP`) NO TEXT FOR THIS PAGE Section 014500 COLLIER COUNTY QUALITY CONTROL TECHNICAL SPECIFICATIONS Page 10 of 10 PO G SECTION 015000 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 GENERAL 1.1 SECTION INCLUDES A. General Requirements B. Related Sections C. Temporary Utilities D. Temporary Construction E. Barricades and Enclosures F. Fences G. Security H. Temporary Controls I. Traffic Regulation J. Field Offices and Sheds 1.2 RELATED SECTIONS A. Section 011000 - Summary of Work B. Section 015526 —Traffic Regulations and Public Safety C. Section 020500 — Connection to Existing Systems D. Section 312319 — Groundwater Control for Open Cut Excavation E. Section 320117 - Pavement Repair and Restoration F. Section 330518 —Laying and Jointing Buried Pipelines 1.3 GENERAL REQUIREMENTS A. Plant and Facilities: Furnish, install, maintain and remove all false work, scaffolding, ladders, hoistways, braces, pumping plants, shields, trestles, Section 015000 COLLIER COUNTY CONSTRUCTION FACILITIES AND TECHNICAL SPECIFICATIONS TEMPORARY CONTROLS Page 1 of 8 0 G roadways, sheeting, centering forms, barricades, drains, flumes, and the like, any of which may be needed in the construction of any part of the Work and which are not herein described or specified in detail. Accept responsibility for the safety and efficiency of such works and for any damage that may result from their failure or from their improper construction, maintenance or operation. B. First Aid: Maintain a readily accessible, completely equipped first aid kit at each location where work is in progress. C. Safety Responsibility: Accept sole responsibility for safety and security at the site. Indemnify and hold harmless the COUNTY and the County's Manager or designee, including the ENGINEER, for any safety violation, or noncompliance with governing bodies and their regulations, and for accidents, deaths, injuries, or damage at the site during occupancy or partial occupancy of the site by CONTRACTOR's forces while performing any part of the Work. D. Hazard Communication: Furnish two copies of the CONTRACTOR's Hazard Communication Program required under OSHA regulations before beginning on site activities. Furnish two copies of amendments to Hazard Communications Program as they are prepared. 1.4 TEMPORARY UTILITIES A. Water: Provide all necessary and required water without additional cost, unless otherwise specified. If necessary, provide and lay water lines to the place of use; secure all necessary permits; pay for all taps to water mains and hydrants and for all water used at the established rates. B. Light and Power: Provide without additional cost to the COUNTY temporary lighting and power facilities required for the proper construction and inspection of the Work. If, in the ENGINEER's opinion, these facilities are inadequate, do NOT proceed with any portion of the Work affected thereby. Maintain temporary lighting and power until the Work is accepted. C. Heat: Provide temporary heat, whenever required, for work being performed during cold weather to prevent freezing of concrete, water pipes, and other damage to the Work or existing facilities. D. Sanitary Facilities: Provide sufficient sanitary facilities for construction personnel. Prohibit and prevent nuisances on the site of the Work or on adjoining property. Discharge any employee who violates this rule. Abide by all environmental regulations or laws applicable to the Work. 1.5 TEMPORARY CONSTRUCTION A. Bridges: Design and place suitable temporary bridges where necessary for the maintenance of vehicular and pedestrian traffic. Assume responsibility for the Section 015000 COLLIER COUNTY CONSTRUCTION FACILITIES AND TECHNICAL SPECIFICATIONS TEMPORARY CONTROLS Page2of8 GP0 sufficiency and safety of all such temporary work or bridges and for any damage that may result from their failure or their improper construction, maintenance, or operation. Indemnify and save harmless the COUNTY and the COUNTY's representatives from all claims, suits or actions, and damages or costs of every description arising by reason of failure to comply with the above provisions. 1.6 BARRICADES, LIGHTS AND ENCLOSURES A. Protection of Workmen and Public: Effect and maintain at all times during the prosecution of the Work, barriers, lights and enclosures necessary for the protection of workmen and the public. Perform all work within the County right-of- way in strict accordance with the COUNTY Maintenance of Traffic Policy and other applicable statutory requirements. B. Provide suitable barricades, lights, signs and watchmen at excavation sites and all other places where the Work causes obstructions to normal traffic or constitutes in any way a hazard to the public. 1.7 FENCES A. Existing Fences: Obtain written permission from property owner(s) prior to relocating or dismantling fences that interfere with construction operations. Reach agreements with the fence owner as to the period the fence may be left relocated or dismantled. Install adequate gates where fencing must be maintained. Keep gates closed and locked at all times when not in use. B. Restoration: Restore all fences to their original or better condition and to their original location on completion of the Work. 1.8 SECURITY A. Preservation of Property: 1. Preserve from damage, all property along the line of the Work, in the vicinity of or in any way affected by the Work, the removal or destruction of which is not called for by the Drawings. Preserve from damage, public utilities, trees, lawn areas, building monuments, fences, pipe and underground structures, and public streets. Note: Normal wear and tear of streets resulting from legitimate use by the CONTRACTOR are not considered as damage. Whenever damages occur to such property, immediately restore to its original condition. Costs for such repairs are incidental to the Contract. 2. In case of failure on the part of the CONTRACTOR to restore property or make good on damage or injury, the County Manager or designee may, upon 24 hours written notice, proceed to repair, rebuild, or otherwise restore such property as may be deemed necessary, and the cost thereof will be deducted from any moneys due or which may become due the Section 015000 COLLIER COUNTY CONSTRUCTION FACILITIES AND TECHNICAL SPECIFICATIONS TEMPORARY CONTROLS Page 3 of 8 O Gp' CONTRACTOR under this Contract. If removal, repair or replacement of public or private property is made necessary by alteration of grade or alignment authorized by the County Manager or designee and not contemplated by the Contract Documents, the CONTRACTOR will be compensated, in accordance with the General Conditions, provided that such property has not been damaged through fault of the CONTRACTOR or the CONTRACTOR's employees. B. Public Utility Installations and Structures: 1. Public utility installations and structures include all poles, tracks, pipes, wires, conduits, vaults, valves, hydrants, manholes, and other appurtenances and facilities, whether owned or controlled by public bodies or privately owned individuals, firms or corporations, used to serve the public with transportation, gas, electricity, telephone, storm and sanitary sewers, water, or other public or private utility services. Facilities appurtenant to public or private property that may be affected by the Work are deemed included hereunder. 2. The Contract Documents contain data relative to existing public utility installations and structures above and below the ground surface. Existing public utility installations and structures are indicated on the Drawings only to the extent such information was made available to, or found by, the ENGINEER in preparing the Drawings. These data are not guaranteed for completeness or accuracy, and the CONTRACTOR is responsible for making necessary investigations to become fully informed as to the character, condition, and extent of all public utility installations and structures that may be encountered and that may affect the construction operations. 3. Before starting construction, identify and mark all existing valves and maintain access to the valves at all times during construction. 4. Contact utility locating service sufficiently in advance of the start of construction to avoid damage to the utilities and delays to the completion date. 5. If existing utilities are damaged during the Work, immediately notify the owner of the affected utility. In coordination with or as directed by the owner, remove, replace, relocate, repair, rebuild, and secure any public utility installations and structures damaged as a direct or indirect result of the Work under this Contract. Costs for such work are incidental to the Contract. Be responsible and liable for any consequential damages done to or suffered by any public utility installations or structures. Assume and accept responsibility for any injury, damage, or loss that may result from or be consequent to interference with, or interruption or discontinuance of, any public utility service. Section 015000 COLLIER COUNTY CONSTRUCTION FACILITIES AND TECHNICAL SPECIFICATIONS TEMPORARY CONTROLS Page4of8 GP0 6. At all times in the performance of Work, employ proven methods and exercise reasonable care and skill to avoid unnecessary delay, injury, damage, or destruction to public utility installations and structures. Avoid unnecessary interference with, or interruption of, public utility services. Cooperate fully with the owners thereof to that end. 7. Provide notice to the County Manager or designee of any proposed connections to existing utilities, interruptions of service or shutdowns in accordance with Section 020500. Give written notice to the owners of all public utility installations and structures affected by proposed construction operations sufficiently in advance of breaking ground in any area or on any unit of the Work, to obtain their permission before disrupting the lines and to allow them to take measures necessary to protect their interests. Advise the Transportation Operations Department, Fire and Rescue Services of any excavation in public streets or the temporary shut-off of any water main. Provide at least 48 hours notice to all affected property owners whenever service connections are taken out of service. C. Work on Private Property: Work on this project will require operations on private property, rights of way or easements. The County Manager or designee has secured the appropriate easements or rights of entry from the affected property owners. Comply with all easement or rights of entry provisions. Conduct operations along rights-of-way and easements through private property to avoid damage to the property and to minimize interference with its ordinary use. Upon completion of the Work through such property, restore the surface and all fences or other structures disturbed by the construction as nearly as possible to the preconstruction conditions. Do not remove any material from private property without the consent of the property owner or responsible party in charge of such property. Hold the COUNTY harmless from any claim or damage arising out of or in connection with the performance of work across and through private property. D. Miscellaneous Structures: Assume and accept responsibility for all injuries or damage to culverts, building foundations and walls, retaining walls, or other structures of any kind met with during the prosecution of the Work. Assume and accept liability for damages to public or private property resulting therefrom. Adequately protect against freezing all pipes carrying liquid. E. Protection of Trees and Lawn Areas: 1. Protect with boxes, trees and shrubs, except those ordered to be removed. Do not place excavated material so as to cause injury to such trees or shrubs. Replace trees or shrubs destroyed by accident or negligence of the CONTRACTOR or CONTRACTOR's employees with new stock of similar size and age, at the proper season, at no additional cost to the COUNTY. If required by Contract Documents, provide preconstruction audio-video recording of project in accordance with the Technical Specifications. Section 015000 COLLIER COUNTY CONSTRUCTION FACILITIES AND TECHNICAL SPECIFICATIONS TEMPORARY CONTROLS Page 5 of 8 co P 2. Leave lawn areas in as good condition as before the start of the Work. Restore areas where sod has been removed by seeding or sodding. 1.9 TEMPORARY CONTROLS A. During Construction: 1. Keep the site of the Work and adjacent premises free from construction materials, debris, and rubbish. Remove this material from any portion of the site if such material, debris, or rubbish constitutes a nuisance or is objectionable. 2. Remove from the site all surplus materials and temporary structures when they are no longer needed. 3. Neatly stack construction materials such as concrete forms and scaffolding when not in use. Store pipe to be incorporated into the Work in accordance with AWWA standards. Promptly remove splattered concrete, asphalt, oil, paint, corrosive liquids, and cleaning solutions from surfaces to prevent marring or other damage. 4. Properly store volatile wastes in covered metal containers and remove from the site daily. 5. Do not bury or burn on the site or dispose of into storm drains, sanitary sewers, streams, or waterways, any waste material. Remove all wastes from the site and dispose of in a manner complying with applicable ordinances and laws. B. Smoke Prevention: 1. Strictly observe all air pollution control regulations. 2. Open fires will be allowed only if permitted under current ordinances. C. Noises: 1. In accordance with the COUNTY's Noise Ordinance, maintain acceptable noise levels in the vicinity of the Work. Limit noise production to acceptable levels by using special mufflers, barriers, enclosures, equipment positioning, and other approved methods. 2. Supply written notification to the County Manager or designee sufficiently in advance of the start of any work that violates this provision. Proceed only when all applicable authorizations and variances have been obtained in writing. Section 015000 COLLIER COUNTY CONSTRUCTION FACILITIES AND TECHNICAL SPECIFICATIONS TEMPORARY CONTROLS Page6of8 GPO D. Hours of Operation: 1. Operation of construction equipment is only permitted Monday through Saturday, 7:00 AM to 7:00 PM. Obtain written consent from the County Manager or designee for operation of construction equipment during any other period. 2. Do not carry out non-emergency work, including equipment moves, on Sundays without prior written authorization by the County Manager or designee. E. Dust Control: 1. Take measures to prevent unnecessary dust. Keep earth surfaces exposed to dusting moist with water or a chemical dust suppressant. Cover materials in piles or while in transit to prevent blowing or spreading dust. 2. Adequately protect buildings or operating facilities that may be affected adversely by dust. Protect machinery, motors, instrument panels, or similar equipment by suitable dust screens. Include proper ventilation with dust screens. F. Temporary Drainage Provisions: 1. Provide for the drainage of stormwater and any water applied or discharged on the site in performance of the Work. Provide adequate drainage facilities to prevent damage to the Work, the site, and adjacent property. 2. Supplement existing drainage channels and conduits as necessary to carry all increased runoff from construction operations. Construct dikes as necessary to divert increased runoff from entering adjacent property (except in natural channels), to protect the COUNTY's facilities and the Work, and to direct water to drainage channels or conduits. Provide ponding as necessary to prevent downstream flooding. 3. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. Dewater trenches in accordance with Sections 312319 and 330518. G. Pollution: Prevent the pollution of drains and watercourses by sanitary wastes, sediment, debris, and other substances resulting from construction activities. Do not permit sanitary wastes to enter any drain or watercourse other than sanitary sewers. Do not permit sediment, debris, or other substances to enter sanitary sewers. Take reasonable measures to prevent such materials from entering any drain or watercourse. Section 015000 COLLIER COUNTY CONSTRUCTION FACILITIES AND TECHNICAL SPECIFICATIONS TEMPORARY CONTROLS Page7of8 G'° 1.10 TRAFFIC REGULATION A. Parking: Provide and maintain suitable parking areas for the use of all construction workers and others performing work or furnishing services in connection with the Contract, to avoid any need for parking personal vehicles where they may interfere with public traffic or construction activities. B. Access: Conduct Work to interfere as little as possible with public travel, whether vehicular or pedestrian. Provide and maintain suitable and safe bridges, detours, or other temporary expedients for the accommodation of public and private travel. Whenever it is necessary to cross, obstruct, or close roads, driveways, and walks, whether public or private, give reasonable notice to owners of private drives before interfering with them. Such maintenance of traffic will not be required when the CONTRACTOR has obtained permission from the owner or tenant of private property, or from the authority having jurisdiction over the public property involved, to obstruct traffic at the designated point. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION Section 015000 COLLIER COUNTY CONSTRUCTION FACILITIES AND TECHNICAL SPECIFICATIONS TEMPORARY CONTROLS Page8of8 0 O SECTION 015526 TRAFFIC REGULATION AND PUBLIC SAFETY PART 1 GENERAL 1.1 SECTION INCLUDES: A. General Requirements B. Traffic Control C. Public Safety 1.2 RELATED SECTIONS A. Section 015000— Construction Facilities and Temporary Controls B. Section 320117 — Pavement Repair and Restoration C. Section 330201 — Roadway Crossings by Open Cut 1.3 GENERAL REQUIREMENTS A. Perform all work within COUNTY rights-of-way in strict accordance with the County's Maintenance of Traffic Policy and other applicable statutory requirements to protect the public safety. B. Be responsible for providing safe and expeditious movement of traffic through construction zones. A construction zone is defined as the immediate areas of actual construction and all abutting areas which are used by the CONTRACTOR and which interfere with the driving or walking public. C. Remove temporary equipment and facilities when no longer required. Restore grounds to original or specified conditions. D. The requirements specified herein are in addition to the plan for Maintenance of Traffic as specified in Section 330201. 1.4 TRAFFIC CONTROL A. Include as necessary precautions, not to be limited to, such items as proper construction warning signs, signals, lighting devices, marking, barricades, channelization, and hand signaling devices. Be responsible for installation and maintenance of all devices and requirements for the duration of the Construction period. Section 015526 COLLIER COUNTY TRAFFIC REGULATION AND PUBLIC SAFETY TECHNICAL SPECIFICATIONS Page 1 of 4 Q0 G B. Provide notice, at least five (5) working days prior to construction, to the State or County Department of Transportation of the necessity to close any portion of a roadway carrying vehicles or pedestrians so that the final approval of such closings can be obtained at least 48 hours in advance. At no time will more than one (1) lane of roadway be closed to vehicles and pedestrians. With any such closings make adequate provision for the safe expeditious movement of each. C. Be responsible for notifying Transportation Operations Department, Police, Fire, and other Emergency Departments whenever construction is within roadways and of the alternate routes. D. Be responsible for removal, relocation, or replacement of any traffic control device in the construction area that exists as part of the normal pre-construction traffic control scheme. E. Immediately notify the County Manager or designee of any vehicular or pedestrian safety or efficiency problems incurred as a result of the construction of the project. F. Be responsible for notifying all residents of any road construction and limited access at least 72 hours in advance. 1.5 PUBLIC SAFETY (DURING CONSTRUCTION, ALTERATION OR REPAIR) A. In areas of high vehicular traffic, provide a safe walkway around the work area. B. Use barricades or other barriers to prevent any possibility of injury to the public caused by the CONTRACTOR's work. C. Keep walk areas around the work areas clean of sand, stones, and any other material that could cause a pedestrian accident. D. Barricade work areas left overnight. Install flashing warning lights in areas required by the COUNTY. E. Unless an approved detour is provided at any open cut crossings, a minimum of one-way traffic will be maintained during the daylight hours and two-way traffic at night. All traffic detours will be restricted to limits of the Right-of-Way with necessary flagmen and/or marking devices. These detours shall be approved by the COUNTY. Detour of traffic outside of the Right-of-Way will be considered with the approval of local governmental agencies and private concerns involved. F. Crossing and Intersections: Do not isolate residences and places of business. Provide access to all residences and places of business whenever construction interferes with existing means of access. Maintain access at all times. If pavement is disturbed, a cold mix must be applied at the end of the day. Section 015526 COLLIER COUNTY TRAFFIC REGULATION AND PUBLIC SAFETY TECHNICAL SPECIFICATIONS Page 2 of 4 0 CP G. Detours 1. Construct and maintain detour facilities wherever it becomes necessary to divert traffic from any existing roadway or bridge, or wherever construction operations block the flow of traffic. The location of all detours will require prior approval of the COUNTY. 2. Furnishing of Devices and Barriers: Furnish all traffic control devices (including signs), warning devices and barriers. Costs of such devices shall be incidental to construction and included in unit prices bid. 3. Maintenance of Devices and Barriers: Keep traffic control devices, warning devices and barriers in the correct position, properly directed, clearly visible and clean, at all times. Immediately repair replace or clean damaged, defaced or dirty devices or barriers as necessary. H. Flagmen: Provide certified flagmen (flaggers) to direct traffic where one-way operation in a single lane is in effect and in other situations as may be required. Radios may be required if flagmen cannot maintain contact with each other. I. Utilize all necessary signs, flagmen, and other safety devices during construction. J. Perform all work with the requirements set forth by the Occupational Safety Health Administration. PART 2 PRODUCTS NOT USED. PART 3 EXECUTION NOT USED. END OF SECTION Section 015526 COLLIER COUNTY TRAFFIC REGULATION AND PUBLIC SAFETY TECHNICAL SPECIFICATIONS Page 3 of 4 0 NO TEXT FOR THIS PAGE Section 015526 COLLIER COUNTY TRAFFIC REGULATION AND PUBLIC SAFETY TECHNICAL SPECIFICATIONS Page 4 of 4 p GP SECTION 015713 TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE, INCLUDING CONSTRUCTION REQUIRING DEWATERING PART 1 GENERAL 1.1 DESCRIPTION A. The work specified in this Section consists of designing, providing, maintaining and removing temporary erosion and sedimentation controls as necessary. B. Temporary erosion controls include, but are not limited to rip rap channels, road stabilization, grassing, mulching, setting, watering, and reseeding onsite surfaces and spoil and borrow area surfaces and providing interceptor ditches at ends of berms and at those locations which will ensure that erosion during construction will be either eliminated or maintained within acceptable limits as established by the COUNTY. C. Temporary sedimentation controls include, but are not limited to; silt dams, traps, barriers, public and private on- and off-site storm sewer inlets protectors, and appurtenances at the foot of sloped surfaces which will ensure that sedimentation pollution will be either eliminated or maintained within acceptable limits as established by the COUNTY. D. If required by regulation or COUNTY, CONTRACTOR is responsible for providing an approved Erosion Control Plan for effective temporary erosion and sediment control measures during construction or until final controls become effective. 1.2 REFERENCE DOCUMENTS A. South Florida Building Code and Standard Building Code. PART 2 PRODUCTS 2.1 EROSION CONTROL A. Sodding and Seeding is specified in Section 329200. B. Rip Rap Channel. C. Road Stabilization. Section 015713 TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR COLLIER COUNTY CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE, TECHNICAL SPECIFICATIONS INCLUDING CONSTRUCTION REQUIRING DEWATERING Page 1 of 6 GPO D. Netting - fabricated of material acceptable to the County Manager or designee. 2.2 SEDIMENTATION CONTROL A. Temporary Sediment Trap. B. Sediment Fence. C. Bales - clean, seed free pine needle or cereal hay type. D. Netting -fabricated of material acceptable to the County Manager or designee. E. Filter Stone - crushed stone conforming to Florida Department of Transportation specifications. F. Concrete Block- hollow, non-load-bearing type. G. Concrete - exterior grade not less than one inch thick. PART 3 EXECUTION 3.1 EROSION CONTROL A. Minimum procedures for grassing are: 1. Scarify slopes to a depth of not less than six inches and remove large clods, rock, stumps, roots larger than 1/2 inch in diameter and debris. 2. Sow seed within twenty-four (24) hours after the ground is scarified with either mechanical seed drills or rotary hand seeders. 3. Apply mulch loosely and to a thickness of between 3/4 inch and 1-1/2 inches. 4. Apply netting over mulched areas on sloped surfaces. 5. Roll and water seeded areas in a manner which will encourage sprouting of seeds and growing of grass. Reseed areas that exhibit unsatisfactory growth (less than 70 percent coverage). Backfill and seed eroded areas, removing eroded material from effected drainage facilities. B. Minimum procedures for rip rap channel are: 1. Clear the foundation of all trees, stumps, and roots. Section 015713 TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR COLLIER COUNTY CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE, TECHNICAL SPECIFICATIONS INCLUDING CONSTRUCTION REQUIRING DEWATERING `� Page 2 of 6 O 4,. 2. Excavate the bottom and sides of the channel 30 inches below grade at all points to allow for the placement of riprap as shown in the typical cross-section in the Standard Details. 3. Install extra strength filter fabric on the bottom and sides of the channel foundation, placing the upstream fabric over the downstream fabric with at least a 1 foot overlap on all joints. The fabric is to be securely held in place with metal pins. 4. Place riprap evenly to the lines and grades shown on the drawings and staked in the field. Place riprap immediately following the installation of the filter fabric. 5. Riprap shall meet the specification for F.D.O.T. Class 2 Riprap. 6. Restore all disturbed areas in accordance with a vegetation plan submitted in advance and approved by the County Manager or designee. C. Minimum Procedures for road stabilization are: 1. Clear roadbed and parking areas of all vegetation, roots and other objectionable material. 2. Provide surface drainage. 3. Spread 6 inch course of lime rock evenly over the full width of road and parking area and smooth to avoid depressions. 4. After grading, seed or resod all disturbed areas adjoining roads and parking areas conforming to existing conditions prior to construction. 3.2 SEDIMENTATION CONTROL A. Install and maintain silt dams, traps, barriers, and appurtenances as required. Replace deteriorated hay bales and dislodged filter stone. B. Minimum requirements for sediment trap: 1. Clear, grub and strip the area under the embankment of all vegetation and root mat. 2. Clear retention area to elevation as approved by the County Manager or designee. 3. Use fill material free of roots, woody vegetation and organic matter. Place fill in lifts not to exceed 9 inches and machine compact. Section 015713 TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR COLLIER COUNTY CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE, TECHNICAL SPECIFICATIONS INCLUDING CONSTRUCTION REQUIRING DEWATERING Page 3 of 6 t L c t' 4. Construct dam and stone spillway to dimensions, slopes and elevations shown. 5. Ensure that the spillway crest is level and at least 18 inches below the top of the dam at all points. 6. Stone used for spillway section - Class "B" erosion control stone. 7. Stone used on inside spillway face to control drainage - #67 washed stone. 8. Extend stone outlet section to vegetated road ditch on zero grade with top elevation of stone level with bottom of drain. 9. Ensure that the top of the dam at all points is 6 inches above natural surrounding ground. 10. Stabilize the embankment and all disturbed area above the sediment pools as shown in the vegetation plan. C. Minimum requirements for sediment fence: 1. Construct sediment fence on low side of topsoil stockpile to prevent sediment from being washed into the drainage system. Fence to extend around approximately 70 percent of the perimeter of the stockpile. Fence must be unobstructed so as to maintain a minimum of 75 percent of its design flow rate. 2. Locate posts down slope of fabric to help support fencing. 3. Bury toe of fence approximately 8 inches deep to prevent undercutting. 4. When joints are necessary, securely fasten the fabric at a support post with overlap to the next post. 5. Filter fabric shall be of nylon, polyester, propylene or ethylene yarn with extra strength — 50 pounds per linear inch (minimum) - and with a flow rate of at least 0.30 gallons per foot per minute. Fabric should contain ultraviolet ray inhibitors and stabilizers. 6. Post to be 4-inch diameter pine with a minimum length of 4 feet. D. Minimum Requirement for stormwater facilities protection: Section 015713 TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR COLLIER COUNTY CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE, TECHNICAL SPECIFICATIONS INCLUDING CONSTRUCTION REQUIRING DEWATERING Page 4 of 6 0 GP 1. Public and private stormsewer facilities, both on and offsite, shall be protected at all inlets affected by construction. Stormsewer facilities include streets, inlets, pipes, ditches, swales, canals, culverts, control structures, and detention/retention areas. 2. Grated drop inlets shall be rapped with filter fabric in a manner that allows removal of accumulated sediment from the fabric before removing the grate. 3. Curb inlets shall be protected from sediment, turbid water from stormwater or dewatering activities; also construction debris, concrete mix and rinsate, and any other pollution. 4. Stormwater runoff entering such stormsewer inlets and stormwater detention/retention facilities with a turbidity greater than 50 NTU shall be considered to be in non-compliance with these regulations. 3.3 PERFORMANCE A. Should any of the temporary erosion and sediment control measures employed fail to produce results which comply with the requirements of the State of Florida, immediately take steps necessary to correct the deficiency at no expense to the COUNTY. Sedimentation or turbid water violations to stormwater facilities on or offsite shall require the contractor to remove all sediment from the affected facilities. END OF SECTION Section 015713 TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR COLLIER COUNTY CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE, TECHNICAL SPECIFICATIONS INCLUDING CONSTRUCTION REQUIRING DEWATERING Page 5 of 6 GQO NO TEXT FOR THIS PAGE Section 015713 TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR COLLIER COUNTY CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE, TECHNICAL SPECIFICATIONS INCLUDING CONSTRUCTION REQUIRING DEWATERING Page 6 of 6 SECTION 016100 MATERIAL AND EQUIPMENT PART 1 GENERAL 1.1 SECTION INCLUDES A. Description B. Substitutions C. Manufacturer's Written Instructions D. Transportation and Handling E. Storage, Protection and Maintenance F. Manufacturer's Field Quality Control Services G. Post Startup Services H. Special Tools and Lubricating Equipment I. Lubrication 1.2 DESCRIPTION A. Proposed Manufacturers List: Within 15 calendar days of the date of the Notice to Proceed, submit to the ENGINEER a list of the names of proposed manufacturers, material men, suppliers and subcontractors, obtain approval of this list by the County Manager or designee prior to submission of any working drawings. Upon request submit evidence to ENGINEER that each proposed manufacturer has manufactured a similar product to the one specified and that it has previously been used for a like purpose for a sufficient length of time to demonstrate its satisfactory performance. B. All material and equipment designed or used in connection with a potable (drinking) water system shall conform to the requirements of the National Sanitation Foundation (NSF) Standard 61, "Drinking Water System Components — Health Effects." C. Furnish and install Material and Equipment which meets the following: 1. Conforms to applicable specifications and standards. Section 016100 COLLIER COUNTY MATERIAL AND EQUIPMENT TECHNICAL SPECIFICATIONS Page 1 of 2. Complies with size, make, type, and quality specified or as specifically approved, in writing, by ENGINEER. 3. Will fit into the space provided with sufficient room for operation and maintenance access and for properly connecting piping, ducts and services, as applicable. Make the clear spaces that will be available for operation and maintenance access and connections equal to or greater than those shown and meeting all the manufacturers' requirements. If adequate space is not available, the CONTRACTOR shall advise the ENGINEER for resolution. 4. Manufactured and fabricated in accordance with the following: a. Design, fabricate, and assemble in accordance with best engineering and shop practices. b. Manufacture like parts of duplicate units to standard sizes and gauges, to be interchangeable. c. Provide two or more items of same kind identical, by same manufacturer. d. Provide materials and equipment suitable for service conditions. e. Adhere to equipment capabilities, sizes, and dimensions shown or specified unless variations are specifically approved, in writing, in accordance with the Contract Documents. f. Adapt equipment to best economy in power consumption and maintenance. Proportion parts and components for stresses that may occur during continuous or intermittent operation, and for any additional stresses that may occur during fabrication or installation. g. Working parts are readily accessible for inspection and repair, easily duplicated and replaced. 5. Use material or equipment only for the purpose for which it is designed or specified. 1.3 SUBSTITUTIONS A. Substitutions: 1. Make any CONTRACTOR's requests for changes in equipment and materials from those required by the Contract Documents in writing, for approval by the COUNTY. Such requests are considered requests for substitutions and are subject to CONTRACTOR's representations and review provisions of the Contract Documents when one of following conditions are satisfied: Section 016100 COLLIER COUNTY MATERIAL AND EQUIPMENT TECHNICAL SPECIFICATIONS Page 2 of 1® a. Where request is directly related to an "or County approved equal" clause or other language of same effect in Specifications. b. Where required equipment or material cannot be provided within Contract Time, but not as result of CONTRACTOR's failure to pursue Work promptly or to coordinate various activities properly. c. Where required equipment or material cannot be provided in manner compatible with other materials of Work, or cannot be properly coordinated therewith. 2. CONTRACTOR'S Options: a. Where more than one choice is available as options for CONTRACTOR's selection of equipment or material, select option compatible with other equipment and materials already selected (which may have been from among options for other equipment and materials). b. Where compliance with specified standard, code or regulation is required, select from among products that comply with requirements of those standards, codes, and regulations. c. Or County approved Equal: For equipment or materials specified by naming one or more equipment manufacturer(s) and "or County approved equal", submit request for substitution for any equipment or manufacturer not specifically named. B. Conditions Which are Not Substitution: 1. Requirements for substitutions do not apply to CONTRACTOR options on materials and equipment provided for in the Specifications. 2. Revisions to Contract Documents, where requested by the County Manager or designee or ENGINEER, are "changes" not "substitutions". 3. CONTRACTOR's determination of and compliance with governing regulations and orders issued by governing authorities do not constitute substitutions and do not constitute basis for a Change Order, except as provided for in Contract Documents. 1.4 MANUFACTURER'S WRITTEN INSTRUCTIONS A. Instruction Distribution: When the Contract Documents require that installation, storage, maintenance and handling of equipment and materials comply with manufacturer's written instructions, obtain and distribute printed copies of such instructions to parties involved in installation, including six copies to ENGINEER. Section 016100 COLLIER COUNTY MATERIAL AND EQUIPMENT TECHNICAL SPECIFICATIONS Page 3 of 1r;:c 1. Maintain one set of complete instructions at jobsite during storage and installation, and until completion of work. B. Manufacturer's Requirements: Store, maintain, handle, install, connect, clean, condition, and adjust products in accordance with manufacturer's written instructions and in conformity with Specifications. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, consult ENGINEER for further instructions. 2. Do not proceed with work without written instructions. C. Performance Procedures: Perform work in accordance with manufacturer's written instructions. Do not omit preparatory steps or installation procedures, unless specifically modified or exempted by Contract Documents. 1.5 TRANSPORTATION AND HANDLING A. Coordination with Schedule: Arrange deliveries of materials and equipment in accordance with Construction Progress Schedules. Coordinate to avoid conflict with work and conditions at site. 1. Deliver materials and equipment in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. 2. Protect bright machined surfaces, such as shafts and valve faces, with a heavy coat of grease prior to shipment. 3. Immediately upon delivery, inspect shipments to determine compliance with requirements of Contract Documents and approved submittals and that material and equipment are protected and undamaged. B. Handling: Provide equipment and personnel to handle material and equipment by methods recommended by manufacturer to prevent soiling or damage to materials and equipment or packaging. 1.6 STORAGE, PROTECTION, AND MAINTENANCE A. On-site storage areas and buildings: 1. Conform storage buildings to requirements of Section 015000. 2. Coordinate location of storage areas with ENGINEER and the COUNTY. 3. Arrange on site storage areas for proper protection and segregation of stored materials and equipment with proper drainage. Provide for safe Section 016100 COLLIER COUNTY MATERIAL AND EQUIPMENT TECHNICAL SPECIFICATIONS Page 4 of 1? ) G travel around storage areas and safe access to stored materials and equipment. 4. Store loose granular materials in a well-drained area on solid surfaces to prevent mixing with foreign matter. 5. Store materials such as pipe, reinforcing and structural steel, and equipment on pallets, blocks or racks, off ground. 6. PVC Pipe may be damaged by prolonged exposure to direct sunlight, take necessary precautions during storage and installation to avoid this damage. Store pipe under cover, and install with sufficient backfill to shield it from the sun. 7. Store fabricated materials and equipment above ground, on blocking or skids, to prevent soiling or staining. Cover materials and equipment that are subject to deterioration with impervious sheet coverings; provide adequate ventilation to avoid condensation. B. Interior Storage: 1. Store materials and equipment in accordance with manufacturer's instructions, with seals and labels intact and legible. 2. Store materials and equipment, subject to damage by elements, in weathertight enclosures. 3. Maintain temperature and humidity within ranges required by manufacturer's instructions. C. Accessible Storage: Arrange storage in a manner to provide easy access for inspection and inventory. Make periodic inspections of stored materials or equipment to assure that materials or equipment are maintained under specified conditions and free from damage or deterioration. 1. Perform maintenance on stored materials of equipment in accordance with manufacturer's instructions, in presence of the County Manager or designee or ENGINEER. 2. Submit a report of completed maintenance to ENGINEER with each Application for Payment. 3. Failure to perform maintenance, to notify ENGINEER of intent to perform maintenance or to submit maintenance report may result in rejection of material or equipment. Section 016100 COLLIER COUNTY MATERIAL AND EQUIPMENT TECHNICAL SPECIFICATIONS Page 5 of 12 GQO D. COUNTY's Responsibility: The COUNTY assumes no responsibility for materials or equipment stored in buildings or on-site. CONTRACTOR assumes full responsibility for damage due to storage of materials or equipment. E. CONTRACTOR's Responsibility: For COUNTY Capital Improvement Projects, the CONTRACTOR assumes full responsibility for protection of completed construction until facilities (or portions of facilities) are accepted for operation and placed in service. Repair and restore damage to completed Work equal to its original condition. F. Special Equipment: Use only rubber tired wheelbarrows, buggies, trucks, or dollies to wheel loads over finished floors, regardless if the floor has been protected or not. This applies to finished floors and to exposed concrete floors as well as those covered with composition tile or other applied surfacing. G. Surface Damage: Where structural concrete is also the finished surface, take care to avoid marking or damaging surface. 1.7 MANUFACTURER'S FIELD QUALITY CONTROL SERVICES A. General: 1. Provide manufacturer's field services in accordance with this subsection for those tasks specified in other sections. 2. Include and pay all costs for suppliers' and manufacturers' services, including, but not limited to, those specified. B. Installation Instruction: Provide instruction by competent and experienced technical representatives of equipment manufacturers or system suppliers as necessary to resolve assembly or installation procedures that are attributable to, or associated with, the equipment furnished. C. Installation Inspection, Adjustments and Startup Participation: 1. Provide competent and experienced technical representatives of equipment manufacturers or system suppliers to inspect the completed installation as follows. a. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, or for other conditions that may cause damage. b. Verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. Section 016100 COLLIER COUNTY MATERIAL AND EQUIPMENT TECHNICAL SPECIFICATIONS Page 6 of 12 PO O c. Verify that wiring and support components for equipment are complete. d. Verify that equipment or system is installed in accordance with the manufacturer's recommendations, approved shop drawings and the Contract Documents. e. Verify that nothing in the installation voids any warranty. 2. Provide manufacturer's representatives to perform initial equipment and system adjustment and calibration conforming to the manufacturer's recommendations and instructions, approved shop drawings and the Contract Documents. 3. Start-up of Equipment: Provide prior written notice of proposed start-up to the County Manager or designee and ENGINEER. Obtain ENGINEER's approval before start-up of equipment. COUNTY's departmental representative must be on-site during start-up. Execute start-up under supervision of applicable manufacturer's representative in accordance with manufacturers' instructions. 4. Furnish ENGINEER with three copies of the following. When training is specified, furnish the copies at least 48 hours prior to training. a. "Certificate of Installation, Inspection and Start-up Services" by manufacturers' representatives for each piece of equipment and each system specified, certifying: (1) That equipment is installed in accordance with the manufacturers' recommendations, approved shop drawings, and the Contract Documents. (2) That nothing in the installation voids any warranty. (3) That equipment has been operated in the presence of the manufacturer's representative. (4) That equipment, as installed, is ready to be operated by others. b. Detailed report by manufacturers' representatives, for review by ENGINEER of the installation, inspection and start-up services performed, including: (1) Description of calibration and adjustments if made; if not in Operation and Maintenance Manuals, attach copy. (2) Description of any parts replaced and why replaced. Section 016100 COLLIER COUNTY MATERIAL AND EQUIPMENT TECHNICAL SPECIFICATIONS Page 7 of 12/ „) � GP (3) Type, brand name, and quantity of lubrication used, if any. (4) General condition of equipment. (5) Description of problems encountered, and corrective action taken. (6) Any special instructions left with CONTRACTOR or ENGINEER. D. Field Test Participation: Provide competent and experienced technical representatives of all equipment manufacturers and system suppliers as necessary to participate in field testing of the equipment specified in Section 014500. E. Trouble-Free Operation: Provide competent and experienced technical representatives of all equipment manufacturers and system suppliers as necessary to place the equipment in trouble-free operation after completion of start-up and field tests. 1.8 SPECIAL TOOLS AND LUBRICATING EQUIPMENT A. General: Furnish, per manufacturer's recommendations, special tools required for checking, testing, parts replacement, and maintenance. (Special tools are those which have been specially designed or adapted for use on parts of the equipment, and which are not customarily and routinely carried by maintenance mechanics.) B. Time of Delivery: Deliver special tools and lubricating equipment to the COUNTY when unit is placed into operation and after operating personnel have been properly instructed in operation, repair, and maintenance of equipment. C. Quality: Provide tools and lubricating equipment of a quality meeting equipment manufacturer's requirements. 1.9 LUBRICATION A. General: Where lubrication is required for proper operation of equipment, incorporate in the equipment the necessary and proper provisions in accordance with manufacturer's requirements. Where possible, make lubrication automated and positive. B. Oil Reservoirs: Where oil is used, supply reservoir of sufficient capacity to lubricate unit for a 24-hour period. 1.10 WARRANTY A. Provide copies of any warranties of materials or equipment to the County Manager or designee with documentation showing compliance with warranty requirements. Section 016100 COLLIER COUNTY MATERIAL AND EQUIPMENT TECHNICAL SPECIFICATIONS Page 8 of 12 0 GP PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used Section 016100 COLLIER COUNTY MATERIAL AND EQUIPMENT TECHNICAL SPECIFICATIONS Page 9 of 120 G CERTIFICATE OF INSTALLATION, INSPECTION AND START-UP SERVICES Project Equipment Specification Section Contract I hereby certify that the named equipment has been inspected, adjusted and operated by the Manufacturers' Representative and further certify: 1. That the equipment is installed in accordance with the manufacturer's recommendations, approved shop drawings, and the Contract Documents. 2. That nothing in the installation voids any warranty. 3. That equipment has been operated in the presence of the manufacturer's representative. 4. That equipment, as installed, is ready to be operated by others. MANUFACTURERS' REPRESENTATIVE Signature Date Name (print) Title Representing CONTRACTOR Signature Date Name (print) Title Attach the detailed report called for by Specification Section 016100. Complete and submit three copies of this form with the detailed report to ENGINEER as specified. Section 016100 COLLIER COUNTY MATERIAL AND EQUIPMENT TECHNICAL SPECIFICATIONS Page 10 of 12 G0 CERTIFICATE OF POST START-UP SERVICES Project Equipment Specification Section Contract I hereby certify the Manufacturers' Representative has inspected this equipment, made adjustments and calibrations, and that it is operating in conformance with the design, specifications, and manufacturer's requirements. Detailed notation of improper operation with corresponding recommendations, if any, are made and attached to this form. MANUFACTURERS' REPRESENTATIVE Signature Date Name (print) Title Representing CONTRACTOR Signature Date Name(print) Title ENGINEER Signature Date Name (print) Title Complete and submit three copies of this form to the County Manager or designee upon completion of 6 to 11 months reinspection as required by Specification Section 016100. Section 016100 COLLIER COUNTY MATERIAL AND EQUIPMENT �,. TECHNICAL SPECIFICATIONS Page 11 of 12( ,Q� END OF SECTION Section 016100 COLLIER COUNTY MATERIAL AND EQUIPMENT TECHNICAL SPECIFICATIONS Page 12 of 12 1 SECTION 017300 MISCELLANEOUS WORK AND CLEANUP PART 1 GENERAL 1.1 SCOPE OF WORK A. This Section includes operations that cannot be specified in detail as separate items but can be sufficiently described as to the kind and extent of work involved. Furnish all labor, materials, equipment and incidentals to complete the work under this Section. B. The work of this Section includes, but is not limited to, the following: 1. Restoring of sidewalks, driveways, curbing and gutters. 2. Crossing utilities. 3. Relocation of existing water lines, low pressure, gas lines, telephone lines, electric lines, cable TV lines and storm drains as necessary, all as shown on the drawings. 4. Restoring easements and rights-of-ways. 5. Cleaning up. 6. Incidental work. 1.2 WORK SPECIFIED UNDER OTHER SECTIONS A. Complete all work in a workmanlike manner by competent workmen in full compliance with all applicable sections of these Specifications. PART 2 PRODUCTS 2.1 MATERIALS A. Materials required for this Section shall be of at least the same type and quality as materials that are to be restored. Where possible, reuse existing materials that are removed and then replaced, with the exception of paving. Section 017300 COLLIER COUNTY MISCELLANEOUS WORK AND CLEANUP TECHNICAL SPECIFICATIONS Page 1 of 4 0 PART 3 EXECUTION 3.1 RESTORING OF CURBING, FENCES, AND GUARD RAILS A. Protect existing curbing. If necessary, remove curbing from joint to joint and replace after backfilling. Replace curbing that is damaged during construction with curbing of equal quality and dimension. 3.2 CROSSING UTILITIES A. This item shall include any extra work required in crossing culverts, water courses, drains, water mains, and other utilities, including all sheeting and bracing, extra excavation and backfill, or any other work required for the crossing, whether or not shown on the drawings. 3.3 RELOCATIONS OR REPLACEMENT OF EXISTING GAS LINES, TELEPHONE LINES, ELECTRIC LINES, CABLE TV LINES AND DRAINAGE CULVERT A. Notify the proper authority of the utility involved when relocation or replacement of these lines is required. Coordinate all work by the utility so that the progress of construction will not be hampered. B. Reference all side drains, side ditches, swales, and storm sewers as to grade and location prior to construction, maintain them during construction, and repair them as necessary after construction. Where drainage structures are disturbed and must be replaced, the minimum size replacement shall be twelve inches (12"). All drainage culverts installed shall have mitered ends in conformance with the Collier County Standard Details. Place the culvert to the specified elevations and regrade or reshape the swale and road shoulders that have been disturbed or damaged during construction. 3.4 PROTECTION AND RESTORATION OF PROPERTY A. Protection and Restoration of Property: During the course of construction, take special care and provide adequate protection in order to minimize damage to vegetation, surfaced areas, and structures within the construction right-of-way, easement or site, and take full responsibility for the replacement or repair thereof. Immediately repair any damage to private property created by encroachment thereon. Should the removal or trimming of valuable trees, shrubs, or grass be required to facilitate the installation within the designated construction area, this work shall be done in cooperation with the County and/or local communities which the work takes place. Said valuable vegetation, removed or damaged, shall be replanted, if possible, or replaced by items of equal quality, and maintained until growth is re-established. Topsoil damaged in the course of work shall be replaced in kind with suitable material, graded to match existing grade. Following construction completion, the work area along the route of the installation shall be finish grade to elevations compatible with the adjacent surface, with grassing or hand raking required within developed areas. Section 017300 COLLIER COUNTY MISCELLANEOUS WORK AND CLEANUP TECHNICAL SPECIFICATIONS Page 2 of 4 0 OP B. Existing lawn surfaces damaged by construction shall be re-graded and re-sodded or re-seeded. These areas shall be maintained until all work under this Contract has been completed and accepted. 3.5 CLEANING UP A. Remove all construction material, excess excavation, buildings, equipment and other debris remaining on the job as a result of construction operations and shall render the site of the work in a neat and orderly condition. B. Work site clean-up shall follow construction operations without delay and in accordance with Section 017423. 3.6 INCIDENTAL WORK A. Do all incidental work not otherwise specified, but obviously necessary for the proper completion of the Contract as specified and as shown on the drawings. END OF SECTION Section 017300 COLLIER COUNTY MISCELLANEOUS WORK AND CLEANUP TECHNICAL SPECIFICATIONS Page 3 of 4 p V� NO TEXT FOR THIS PAGE Section 017300 COLLIER COUNTY MISCELLANEOUS WORK AND CLEANUP TECHNICAL SPECIFICATIONS Page 4 of 4 0�O SECTION 017416 SITE CLEARING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Requirements for clearing of all areas within the Contract limits and other areas shown, including work designated in permits and other agreements, in accordance with the requirements of Division 1. B. Related Work Specified in Other Sections Includes: 1. Section 024100 — Demolition 2. Section 312316 - Excavation - Earth and Rock 3. Section 312323 — Backfilling 4. Section 329200 — Restoration by Sodding or Seeding 1.2 DEFINITIONS A. Clearing: Clearing is the removal from the ground surface and disposal, within the designated areas, of trees, brush, shrubs, down timber, decayed wood, other vegetation, rubbish and debris as well as the removal of fences. B. Grubbing: Grubbing is the removal and disposal of all stumps, buried logs, roots larger than 1-1/2 inches, matted roots and organic materials. PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 PROTECTION OF EXISTING UTILITIES A. Prior to site clearing, locate and mark all existing utilities in coordination with the COUNTY and other affected owners. Protect all existing utilities and markings from damage. In case of damage to existing utilities caused by construction activities, contact the owner of the utility or appropriate COUNTY department (Water or Wastewater) immediately. Repair any damage to existing utilities or markings caused by construction activities in coordination with or as directed by the owner of the utility. Section 017416 COLLIER COUNTY SITE CLEARING TECHNICAL SPECIFICATIONS Page 1 of 4 0 3.2 TREE REMOVAL A. Tree Removal Within Right-of-Way Limits: Remove trees and shrubs within the right-of-way unless otherwise indicated. 1. Remove trees and shrubs to avoid damage to trees and shrubs designated to remain. 2. Grub and remove tree stumps and shrubs felled within the right-of-way to an authorized disposal site. Fill depressions created by such removal with material suitable for backfill as specified in Section 312323. B. Tree Removal Outside Right-of-Way Limits: Do not cut or damage trees outside the right-of-way unless plans show trees to be removed or unless written permission has been obtained from the property owner. Furnish three copies of the written permission before removal operations commence. C. If the landowner desires the timber or small trees, cut and neatly pile it in 4 foot lengths for removal by the owner; otherwise, dispose of it by hauling it away from the project site. If hauled timber is of merchantable quality, credit shall accrue to the CONTRACTOR. 3.3 TREES AND SHRUBS TO BE SAVED A. Protection: Protect trees and shrubs within the work limits that are so delineated or are marked in the field to be saved from defacement, injury and destruction. 1. Work within the limits of the tree drip line with extreme care using either hand tools or equipment that will not cause damage to trees. a. Do not disturb or cut roots unnecessarily. Do not cut roots 1-1/2 inches and larger unless approved. b. Immediately backfill around tree roots after completion of construction in the vicinity of trees. c. Do not operate any wheeled or tracked equipment within drip line. 2. Protect vegetation from damage caused by emissions from engine-powered equipment. 3. During working operations, protect the trunk, foliage and root system of all trees to be saved with boards or other guards placed as shown and as required to prevent damage, injury and defacement. a. Do not pile excavated materials within the drip line or adjacent to the trunk of trees. Section 017416 COLLIER COUNTY SITE CLEARING TECHNICAL SPECIFICATIONS Page 2 of 4 CAO b. Do not allow runoff to accumulate around trunk of trees. c. Do not fasten or attach ropes, cables, or guy wires to trees without permission. When such permission is granted, protect the tree before making fastening or attachments by providing burlap wrapping and softwood cleats. d. The use of axes or climbing spurs for trimming will not be permitted. e. Provide climbing ropes during trimming. 4. Remove shrubs to be saved, taking a sufficient earth ball with the roots to maintain the shrub. a. Temporarily replant if required, and replace at the completion of construction in a condition equaling that which existed prior to removal. b. Replace in kind if the transplant fails. 5. Have any tree and shrub repair performed by a tree surgeon properly licensed by the State of Florida and within 24 hours after damage occurred. 3.4 CLEARING AND GRUBBING A. Clearing: Clear all items specified to the limits shown and remove cleared and grubbed materials from the site. 1. Do not start earthwork operations in areas where clearing and grubbing is not complete, except that stumps and large roots may be removed concurrent with excavation. 2. Comply with erosion, sediment control and storm management measures as specified in Division 1. B. Grubbing: Clear and grub areas to be excavated, areas receiving less than 3 feet of fill and areas upon which structures are to be constructed. 1. Remove stumps and root mats in these areas to a depth of not less than 18 inches below the subgrade of sloped surfaces. 2. Fill all depressions made by the removal of stumps or roots with material suitable for backfill as specified in Section 312323. C. Limited Clearing: Clear areas receiving more than 3 feet of fill by cutting trees and shrubs as close as practical to the existing ground. Grubbing will not be required. Section 017416 COLLIER COUNTY SITE CLEARING TECHNICAL SPECIFICATIONS Page 3 of 4 GAO D. Dispose of all material and debris from the clearing and grubbing operation by hauling such material and debris away to an approved dump. The cost of disposal (including hauling) of cleared and grubbed material and debris shall be considered a subsidiary obligation of the CONTRACTOR; include the cost in the bid for the various classes of work. 3.5 TOPSOIL A. Stripping: Strip existing topsoil from areas that will be excavated or graded prior to commencement of excavating or grading and place in well-drained stockpiles in approved locations. END OF SECTION Section 017416 COLLIER COUNTY SITE CLEARING TECHNICAL SPECIFICATIONS Page 4 of 4 Cp,O SECTION 017423 CLEANING PART 1 GENERAL 1.1 SECTION INCLUDES: A. General Requirements B. Disposal Requirements 1.2 GENERAL REQUIREMENTS A. Execute cleaning during progress of the work and at completion of the work. 1.3 DISPOSAL REQUIREMENTS A. Conduct cleaning and disposal operations to comply with codes, ordinances, regulations, and anti-pollution laws. PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3.1 DURING CONSTRUCTION A. Execute daily cleaning to keep the work, the site, and adjacent properties free from accumulations of waste materials, rubbish, and windblown debris, resulting from construction operations. B. Provide onsite containers for the collection of waste materials, debris and rubbish. All waste materials including containers, food debris and other miscellaneous materials must be disposed of daily in onsite containers. C. Remove waste materials, debris and rubbish from the site periodically and dispose of at legal disposal areas away from the site. Section 017423 COLLIER COUNTY CLEANING TECHNICAL SPECIFICATIONS Page 1 of 4 GPD 3.2 FINAL CLEANING A. Requirements: At the completion of work and immediately prior to final inspection, clean the entire project as follows: 1. Thoroughly clean, sweep, wash, and polish all work and equipment provided under the Contract, including finishes. Leave the structures and site in a complete and finished condition to the satisfaction of the ENGINEER. 2. Direct all subcontractors to similarly perform, at the same time, an equivalent thorough cleaning of all work and equipment provided under their contracts. 3. Remove all temporary structures and all debris, including dirt, sand, gravel, rubbish and waste material. 4. Should the CONTRACTOR not remove rubbish or debris or not clean the buildings and site as specified above, the OWNER reserves the right to have the cleaning done at the expense of the CONTRACTOR. B. Employ experienced workers, or professional cleaners, for final cleaning. C. Use only cleaning materials recommended by manufacturer of surface to be cleaned. D. In preparation for substantial completion or occupancy, conduct final inspection of sight-exposed interior and exterior surfaces, and of concealed spaces. E. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from sight-exposed interior and exterior finished surfaces. Polish surfaces so designated to shine finish. F. Repair, patch, and touch up marred surfaces to specified finish, to match adjacent surfaces. G. Replace air-handling filters if units were operated during construction. H. Clean ducts, blowers, and coils, if air-handling units were operated without filters during construction. I. Vacuum clean all interior spaces, including inside cabinets. J. Handle materials in a controlled manner with as few handlings as possible. Do not drop or throw materials from heights. K. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly-painted surfaces. Section 017423 COLLIER COUNTY CLEANING TECHNICAL SPECIFICATIONS Page 2 of 4 Cp,O L. Clean interior of all panel cabinets, pull boxes, and other equipment enclosures. M. Wash and wipe clean all lighting fixtures, lamps, and other electrical equipment that may have become soiled during installation. N. Perform touch-up painting. O. Broom clean exterior paved surfaces; rake clean other surfaces of the grounds. P. Remove erection plant, tools, temporary structures and other materials. Q. Remove and dispose of all water, dirt, rubbish or any other foreign substances. 3.3 FINAL INSPECTION A. After cleaning is complete the final inspection may be scheduled. The inspection will be done with the OWNER and ENGINEER. END OF SECTION Section 017423 COLLIER COUNTY CLEANING TECHNICAL SPECIFICATIONS Page 3 of 4 Gp0 NO TEXT FOR THIS PAGE Section 017423 COLLIER COUNTY CLEANING TECHNICAL SPECIFICATIONS Page 4 of 4 CPO SECTION 017823 OPERATION AND MAINTENANCE MANUALS PART 1 GENERAL 1.1 SECTION INCLUDES A. Description B. Quality Assurance C. Format and Contents 1.2 DESCRIPTION A. Scope: Furnish to the ENGINEER three (3) printed copies and one (1) electronic copy of an Operation and Maintenance Manual for all equipment and associated control systems furnished and installed. 1.3 QUALITY ASSURANCE A. Reference Codes and Specifications: No current government or commercial specifications or documents apply. 1.4 FORMAT AND CONTENTS A. Prepare and arrange each copy of the manual as follows: 1. One copy of an equipment data summary (see sample form) for each item of equipment. 2. One copy of an equipment preventive maintenance data summary (see sample form) for each item of equipment. 3. One copy of the manufacturer's operating and maintenance instructions. Operating instructions include equipment start-up, normal operation, shutdown, emergency operation and troubleshooting. Maintenance instructions include equipment installation, calibration and adjustment, preventive and repair maintenance, lubrication, troubleshooting, parts list and recommended spare parts. Include Manufacturer's telephone numbers for Technical Support. 4. List of electrical relay settings and control and alarm contact settings. 5. Electrical interconnection wiring diagram for equipment furnished including all control and lighting systems. Section 017823 COLLIER COUNTY OPERATION AND MAINTENANCE MANUALS TECHNICAL SPECIFICATIONS Page 1 of 4 Cp° 6. One valve schedule giving valve number, location, fluid, and fluid destination for each valve installed. Group all valves in same piping systems together in the schedule. Obtain a sample of the valve numbering system from the ENGINEER. 7. Furnish all O&M Manual material on 8-1/2 by 11 commercially printed or typed forms or an acceptable alternative format. B. Organize each manual into sections paralleling the equipment specifications. Identify each section using heavy section dividers with reinforced holes and numbered plastic index tabs. Use 3-ring, hard-back binders. Punch all loose data for binding. Arrange composition and printing so that punching does not obliterate any data. Print on the cover and binding edge of each manual the project title, and manual title, as furnished and approved by the ENGINEER. C. Leave all operating and maintenance material that comes bound by the equipment manufacturer in its original bound state. Cross-reference the appropriate sections of the CONTRACTOR's O&M manual to the manufacturers' bound manuals. D. Label binders Volume 1, 2, and so on, where more than one binder is required. Include the table of contents for the entire set, identified by volume number, in each binder. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION Section 017823 COLLIER COUNTY OPERATION AND MAINTENANCE MANUALS TECHNICAL SPECIFICATIONS Page 2 of 4 CPO Collier County Utilities Equipment Data Summary Equipment Name: Specification Reference: Manufacturer: Name: Address: Telephone: Number Supplied: Location/Service: Model No: Serial No: Type: Size/Speed/Capacity/Range (as applicable): Power Requirement (PhaseNolts/Hertz): Local Representative: Name: Address: Telephone: NOTES: Section 017823 COLLIER COUNTY OPERATION AND MAINTENANCE MANUALS TECHNICAL SPECIFICATIONS Page 3 of 4 {;;C? Collier County Utilities Preventive Maintenance Summary Equipment Name: Location: Manufacturer: Name: Address: Telephone: Model No: Serial No: Maintenance O&M Manual Task Lubricant/Part D W M Q SA A Reference NOTES: *D-Daily W-Weekly M-Monthly Q-Quarterly SA-Semi-Annual A-Annual Section 017823 COLLIER COUNTY OPERATION AND MAINTENANCE MANUALS TECHNICAL SPECIFICATIONS Page 4 of 4 CAO SECTION 017839 PROJECT RECORD DOCUMENTS PART 1 GENERAL 1.1 SECTION INCLUDES Requirements for preparation, maintenance and submittal of project record documents. The Contractor's attention is specifically directed to Part 3.2.B. of this Section, which requires use of a Florida licensed surveyor to sign and seal all record drawings. 1.2 RELATED SECTIONS A. Section 014500 — Quality Control B. Section 022100 — Lines and Grades 1.3 SUBMITTALS A. General: Provide all submittals as specified. B. At Contract close out, three (3) sets of signed and sealed Record Drawings for the potable water OR non-potable irrigation water OR wastewater systems to be conveyed shall be submitted to the County or District. If potable water AND wastewater, AND/OR non-potable irrigation water systems or portion(s) thereof are being conveyed, five (5) sets of signed and sealed Record Drawings shall be submitted to the County. C. Provide electronic submittal as specified in Part 3.02.B of this Section. 1.4 REQUIREMENTS (For County Capital Projects Only) Contractor shall maintain at the site for the County one record copy of: A. Drawings B. Specifications C. Addenda D. Change orders and other modifications to the Contract E. Design Engineer's field orders or written instructions F. Approved shop drawings, working drawings and samples G. Field test records PART 2 PRODUCTS (not used) Section 017839 COLLIER COUNTY PROJECT RECORD DOCUMENTS TECHNICAL SPECIFICATIONS Page 1 of 4 C`t�0 PART 3 EXECUTION 3.1 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Project record documents shall be stored in Contractor's field office or other location approved by the County apart from documents used for construction B. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. C. Make documents and samples available at all times for inspection by the County. 3.2 RECORDING A. General 1. Record Drawings shall accurately depict the constructed configuration of all potable water, non-potable irrigation water and/or wastewater systems or portion(s) thereof. All revisions to County staff approved construction drawings shall be precisely identified and illustrated on the Record Drawings. All Record Drawings of utility systems or portion(s) thereof that are not being conveyed to the Board shall bear, on the cover sheet, a prominently displayed DISCLAIMER, in bold lettering at least one-quarter (1/4) inch high, stating: "All on-site potable water, non-potable irrigation and/or wastewater systems shall be owned, operated and maintained by the private owner(s) and/or the master condominium/homeowners' association, successors or assigns" (or other comparable private ownership). 2. Label each document "PROJECT RECORD" or similar text in neat, large printed letters. 3. Survey information can be obtained as needed by the use of 2-inch PVC labeled pipes installed over underground improvements by the contractor during construction. This method is an adequate process for obtaining record information. 4. Record information in red ink. B. Record Drawings 1. The Record Drawings require signed and sealed as-built information, including above and below ground improvements including underground piping, valves and ductbanks, by a Florida Licensed Land Surveyor. 2. The Record Drawings shall identify the entity that provided the record data. 3. Drawings shall be referenced to and tie-in with the state plane coordinate system, with a Florida East Projection, and a North American Datum • 1983/1990 (NAD 83/90 datum), and with United States Survey Feet (USFEET) units, and North American Vertical Datum 1988 (NAVD 88), as established by a registered Florida surveyor and mapper. Section 017839 COLLIER COUNTY PROJECT RECORD DOCUMENTS TECHNICAL SPECIFICATIONS Page 2 of 4 (; )0 4. Files shall be also submitted in two digital file formats, specifically Drawing File (DWG) format in AutoCAD Release 2004 or later version as well as PDF format (latest version). 5. Record drawings shall be submitted to the County staff within 60 days of the final construction completion date. 6. The following items shall be accurately depicted in vertical and horizontal directions on the Record Drawings: a) All associated rights-of-way and utility easements whether shown on the Contract Drawings, found during construction or added during the Work. b) Sewer system inverts, pipe slopes, manhole rims and run lengths. c) Sewer lateral locations stationed from the nearest downstream manhole. d) Sewer main stub extension inverts at both ends, pipe slope, run length and location. e) Tie-ins to all valves, air release assemblies, fire hydrants, manholes, blowoffs, etc. f) Top elevations of treatment plant structures and tanks. g) Manhole center for sanitary sewers and storm sewers as related to utility improvements. h) Pipe changes in direction or slope. i) Buried valves, tees and fittings. j) Pipe invert, or centerline, elevations at crossing with other pipe. k) Invert, or centerline, elevations and coordinates of existing exposed pipe at crossing with underground pipe installed under this project. I) Other horizontal and vertical record data pertinent to completed Work. 7. Each pipe elevation shall be clearly identified as to whether it is top of pipe, centerline of pipe or invert of pipe. 8. For County Capital Projects only, Record Drawings shall indicate all deviations from Contract Drawings including: a) Field changes. b) Changes made by Change Order. c) Details, utilities, piping or structures not on original Contract Drawings. d) Equipment and piping relocations. C. Specifications and Addenda (For County Capital Projects Only) Legibly mark each Section to record: 1. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. 2. Changes made by Field Order or Change Order. Section 017839 COLLIER COUNTY PROJECT RECORD DOCUMENTS TECHNICAL SPECIFICATIONS Page 3 of 4 0,0 D. Shop Drawings (For County Capital Projects Only) 1. Keep one copy of the final, approved shop drawing with the Record Documents. 2. Record documents should include all shop drawing information submitted. Additional information submitted during the review process should be filed with the appropriate submittal. END OF SECTION Section 017839 COLLIER COUNTY PROJECT RECORD DOCUMENTS TECHNICAL SPECIFICATIONS Page 4 of 4 S^Ll SECTION 020500 CONNECTIONS TO EXISTING SYSTEMS PART 1 GENERAL 1.1 SECTION INCLUDES A. General Requirements B. Submittals C. Scheduling of Shutdown 1.2 RELATED SECTIONS A. Section 011000 — Summary of Work B. Section 015000 — Construction Facilities and Temporary Controls C. Section 015526 —Traffic Regulations and Public Safety D. Section 320117 — Pavement Repair and Restoration 1.3 GENERAL REQUIREMENTS A. Be responsible for all connection to existing systems, cutting, fitting and patching, including attendant excavation and backfill, required to complete the work or to: 1. Make its several parts fit together properly. 2. Uncover portions of the work to provide for installation of ill-timed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of Contract Documents. B. Coordination: Before connection is performed, verify and provide for any pipe restraint that may be required for the new connection. Perform all cutting, fitting or patching of the Work that may be required to make the several parts thereof join in accordance with the Contract Documents. Perform restoration with competent workmen skilled in the trade. C. If changes to a "looped" water distribution system occurring during construction result in dead ends to any new or relocated water mains, connect such dead Section 020500 COLLIER COUNTY CONNECTIONS TO EXISTING SYSTEMS TECHNICAL SPECIFICATIONS Page 1 of 8nso ends to the nearest water main. In cases where no nearby water main is available, provide a flushing device in coordination with the COUNTY at no additional cost to the COUNTY. D. Improperly Timed Work: Perform all cutting and patching required to install improperly timed work, to remove samples of installed materials for testing, and to provide for alteration of existing facilities or for the installation of new Work in the existing construction. E. Limitations: Except when the cutting or removal of existing construction is specified or indicated, do not undertake any cutting or demolition, which may affect the structural stability of the Work or existing facilities without the ENGINEER's concurrence. F. Collier County Damage Prevention Policy: 1. This policy has been put in place to avoid damage to Collier County underground utilities. A minimum distance of five feet (5') horizontally and eighteen inches (18") vertically must be maintained away from Collier County utilities (in accordance with pipe separation criteria located in the Design Criteria section). Any and all variations from this order must be approved by the Water or Wastewater Department. 2. Before commencement of any excavation, the existing underground utilities in the area affected by the work must be marked by Sunshine One Call, in accordance with State Statute Chapter 556 "Underground Facility Damage Prevention and Safety", after proper notification to them by either calling 811 in Florida or toll free at 1-800-432-4770. Visit www.callsunshine.com for more information. Before commencing excavation for the work, potholing of all potential conflicts must be performed. 3. All lines in conflict must be physically located by the contractor and verified by Collier County Locate Department personnel before performing work. Utilities under concrete or pavement may require soft dig vacuum locates which also is the contractor's responsibility to perform. All utilities will be field marked per Sunshine State One Call's statutes and guidelines. For line verification or any other information concerning locates, please call the Locate Department at 239- 252-5922 during normal business hours. For line verification or emergency locates after hours, call emergency numeric pager at 239-890-0809. In the event the potholing and/or vacuum soft dig does not locate the marked utility, work must be stopped and the affected utility owner contacted. Failure to comply with this policy and obtain required signature(s) may result in delay or denial of permit. 1.4 SUBMITTALS A. Submit a written request to the ENGINEER well in advance of executing any cutting or alteration which affects: Section 020500 COLLIER COUNTY CONNECTIONS TO EXISTING SYSTEMS TECHNICAL SPECIFICATIONS Page 2 of 8 1. Work of the COUNTY or any separate contractor. 2. Structural value or integrity of any element of the project or work. 3. Integrity or effectiveness of weather-exposed or moisture-resistant elements or systems. 4. Efficiency, operational life, maintenance or safety of operational elements. 5. Visual qualities of sight-exposed elements. B. Include in request: 1. Identification of the work. 2. Description of affected work. 3. The necessity for cutting, alteration or excavation. 4. Effect on work of the COUNTY or any separate contract, or on structural or weatherproof integrity of work. 5. Description of proposed work: a. Scope of cutting, patching, alteration, or excavation. b. Trades who will execute the work. c. Products proposed to be used. d. Extent of refinishing to be done. 6. Alternatives to cutting and patching. 7. Cost proposal, when applicable. 8. Written permission of any separate contractor whose work will be affected. C. SUBMIT WRITTEN NOTICE TO THE ENGINEER DESIGNATING THE DATE AND THE TIME THE WORK WILL BE UNCOVERED. 1.5 SCHEDULING OF SHUTDOWN A. Connections to Existing Facilities: If any connections, replacement, or other work requiring the shutdown of an existing facility is necessary, schedule such work at times when the impact on the COUNTY's normal operation is minimal. If shutdown involves the water distribution or transmission system, provide notice to Section 020500 COLLIER COUNTY CONNECTIONS TO EXISTING SYSTEMS TECHNICAL SPECIFICATIONS Page 3 of 8 Gp,0 the COUNTY Water Department at least two (2) weeks prior to the proposed shutdown, including date, time and anticipated length of interruption of service. Overtime, night and weekend work without additional compensation from the COUNTY, may be required to make these connections, especially if the connections are made at times other than those specified. The connection of new or existing pipelines is prohibited from starting until CONTRACTOR assures that the system can receive the new flow. B. Interruptions of Service: Perform cut-ins into lines at a time approved in writing by the County Manager or designee. Whenever it is required to turn off valves which may interrupt the water supply of residents or businesses, notify all concerned parties or agencies with personal contact, door hangers or written notice at least forty-eight (48) hours in advance of such cut-off, after having obtained the approval of the County Manager or designee. Provide a copy of the written notice to the Water Distribution Section by fax. ONLY COUNTY PERSONNEL MAY OPERATE COUNTY-OWNED VALVES. Maintain water service to existing connections during construction, under any and all conditions and at no additional cost to the COUNTY. Thoroughly clean and swab all pipe and fittings for cut-ins with a concentrated solution of calcium hypochlorite. C. Request for Water System Shutdowns: When plans call for connection to existing water distribution facilities or the CONTRACTOR plans to shut down existing utilities or where damage to such facilities is likely in order to complete construction of items under this contract, furnish the County Manager or designee with a written request for connection. The COUNTY Water Distribution Section will identify the locations of all water valves needed to isolate the point of connection in the event that the existing facilities are damaged while making the connection. Identify in the request means which the CONTRACTOR proposes to use in order to provide effective shutdown of the system. Include in a connection and shutdown schedule details of shutdown time and duration. No connections to existing utilities — or construction where shutdown of, or damage to, existing utilities may occur — shall commence prior to County Manager or designee approval of the connection and shutdown plan and schedule. D. Request for Wastewater Diversion: Submit a request for each diversion necessary during construction to the County Manager or designee and the ENGINEER sufficiently in advance of any required diversion. Identify in the request the valves, bypass piping, portable pumper trucks or any other means which the CONTRACTOR proposes to use in order to provide effective shutdown of the system. Include in a connection and shutdown schedule details of shutdown time and duration. No connections to existing utilities — or construction where shutdown of, or damage to, existing utilities may occur — shall commence prior to County Manager or designee approval of the connection and shutdown plan and schedule. PART 2 PRODUCTS 2.1 MATERIALS A. Comply with specifications and standards for each specific product involved. Section 020500 COLLIER COUNTY CONNECTIONS TO EXISTING SYSTEMS TECHNICAL SPECIFICATIONS Page 4 of 8 Gp,O PART 3 EXECUTION 3.1 INSPECTION A. Inspect existing conditions of projects, including elements subject to damage or to movement during cutting and patching. B. After uncovering work, inspect conditions affecting installation of products, or performance of the work. C. Report unsatisfactory or questionable conditions to the ENGINEER in writing; do not proceed with work until the ENGINEER has provided further instructions. 3.2 PREPARATION A. In cases where service to utility customers is interrupted, provide adequate equipment with backup onsite to assure prompt restoration of service. B. Provide adequate temporary support as necessary to assure structural value or integrity or affected portion of work. C. Provide devices and methods to protect other portions of project from damage. D. Provide protection from elements for that portion of the project that may be exposed by cutting and patching work, and maintain excavations free from water. E. Material Removal: Cut and remove all materials to the extent shown or as required to complete the work. Remove materials in a careful manner with no damage to adjacent facilities. Remove materials that are not salvageable from the site. 3.3 PERFORMANCE A. Execute cutting and demolition by methods that will prevent damage to other work, and will provide proper surfaces to receive installation of repairs. B. Execute excavating and backfilling by methods which will prevent settlement or damage to other work. C. Employ original installer or fabricator to perform cutting and patching for: 1. Weather-exposed or moisture-resistant elements. 2. Sight-exposed finished surfaces. D. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances, and finishes. Section 020500 COLLIER COUNTY CONNECTIONS TO EXISTING SYSTEMS TECHNICAL SPECIFICATIONS Page 5 of 8 po E. Restore work, which has been cut or removed; install new products to provide completed work in accord with requirements of contract documents. F. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces. G. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes: 1. For continuous surfaces, refinish to nearest intersection. 2. For an assembly, refinish entire unit. 3.4 PAVEMENT RESTORATION A. Restore all pavement or roadway surfaces in accordance with Section 320117 — Pavement Repair and Restoration. B. Restore, replace or rebuild existing street paving, including underdrains, if any are encountered, where damaged, using the same type of construction as was in the original. Be responsible for restoring all such work, including subgrade, base courses, curb and gutter or other appurtenances where present. The County Manager or designee will obtain the permits listed in the Contract Documents. Obtain and pay for at CONTRACTOR's expense any additional local or other governmental permits as may be required for the opening of streets and be satisfied as to any requirements other than those herein set forth which may effect the type, quality and manner of carrying on the restoration of surfaces by reason of jurisdiction of such governmental bodies. C. This section does not describe the construction of new road surfaces or the complete resurfacing of existing pavements. D. In all cases, the CONTRACTOR will be required to maintain, without additional compensation, all permanent replacement of street paving, done by him under this Contract for a period of 12 months after the acceptance of the Contract, including the removal and replacement of such work wherever surface depressions or underlying cavities result from settlement of trench backfill. E. Perform all the final resurfacing or repaving of streets or roads, over the excavations made and be responsible for relaying paving surfaces of roads that have failed or been damaged at any time before the termination of the maintenance period on account of work done by him. Resurface or repave over any tunnel jacking, or boring excavation that settles or breaks the surface, repave to the satisfaction of the County Manager or designee and at the CONTRACTOR's expense. Conform backfilling of trenches and the preparation of subgrades to the requirements of excavation and backfilling of pipeline trenches. Section 020500 COLLIER COUNTY CONNECTIONS TO EXISTING SYSTEMS TECHNICAL SPECIFICATIONS Page 6 of 8 Gp,O F. Where pipeline construction crosses paved streets, driveways or sidewalks, the CONTRACTOR may elect, at no additional cost to the COUNTY, to place the pipe by the jacking and boring, horizontal direction drilling, or tunneling method in lieu of cutting and patching of the paved surfaces. Such work shall be accomplished in accordance with all applicable sections of the Contract Documents. END OF SECTION Section 020500 COLLIER COUNTY CONNECTIONS TO EXISTING SYSTEMS TECHNICAL SPECIFICATIONS Page 7 of 8 NO TEXT FOR THIS PAGE Section 020500 COLLIER COUNTY CONNECTIONS TO EXISTING SYSTEMS TECHNICAL SPECIFICATIONS Page 8 of 8 G10 SECTION 022100 LINES AND GRADES PART 1 GENERAL 1.1 SECTION INCLUDES A. General B. Surveys C. Datum Plane D. Protection of Survey Data 1.2 GENERAL A. Construct all work in accordance with the lines and grades shown on the Drawings. Assume full responsibility for keeping all alignment and grade. 1.3 SURVEYS A. Reference Points: The COUNTY will provide reference points for the work as described in the General Conditions. Base horizontal and vertical control points will be designated by the ENGINEER and used as datum for the Work. Perform all additional survey, layout, and measurement work. 1. Keep ENGINEER informed, sufficiently in advance, of the times and places at which work is to be performed so that base horizontal and vertical control points may be established and any checking deemed necessary by ENGINEER may be done, with minimum inconvenience to the ENGINEER and at no delay to CONTRACTOR. It is the intention not to impede the Work for the establishment of control points and the checking of lines and grades set by the CONTRACTOR. When necessary, however, suspend working operations for such reasonable time as the ENGINEER may require for this purpose. Costs associated with such suspension are deemed to be included in the Contract Price, and no time extension or additional costs will be allowed. 2. Provide an experienced survey crew including an instrument operator, competent assistants, and any instruments, tools, stakes, and other materials required to complete the survey, layout, and measurement of work performed by the CONTRACTOR. Section 022100 COLLIER COUNTY LINES AND GRADES TECHNICAL SPECIFICATIONS Page 1 of 2 Cp,0 1.4 DATUM PLANE A. All elevations indicated or specified refer to the North American Vertical Datum 1988 (NAVD 88), of the United States Coast and Geodetic Survey and are expressed in feet and decimal parts thereof, or in feet and inches. 1.5 PROTECTION OF SURVEY DATA A. General: Safeguard all points, stakes, grade marks, known property corners, monuments, and benchmarks made or established for the Work. Reestablish them if disturbed, and bear the entire expense of checking reestablished marks and rectifying work improperly installed. B. Records: Keep neat and legible notes of measurements and calculations made in connection with the layout of the Work. Furnish copies of such data to the ENGINEER for use in checking the CONTRACTOR's layout. Data considered of value to the County Manager or designee will be transmitted to the County Manager or designee by the ENGINEER with other records on completion of the Work. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION Section 022100 COLLIER COUNTY LINES AND GRADES TECHNICAL SPECIFICATIONS Page 2 of 2 GPO SECTION 022200 PRE-CONSTRUCTION AUDIO-VIDEO RECORDING PART 1 GENERAL 1.1 DESCRIPTION OF WORK A. The work specified in this section includes the requirements for pre-construction audio-video recordings necessary to document existing conditions on public and private property. PART 2 PRODUCTS 2.1 CONTRACTOR REQUIREMENTS A. The Contractor shall provide color videos showing pre-construction site conditions of all public and private property within the scope of construction. The videos shall be on DVD and electronic format indicating on the beginning and front of each DVD, the date, job title and location where the video was taken. The videos shall be clear and shall thoroughly document all existing structures and landscaping. B. Two copies of the DVD and one electronic copy (on a USB flash drive or other appropriate device) shall be delivered to the County Manager or designee for review. PART 3 EXECUTION 3.1 INSPECTION A. Construction on private property shall not commence until the County Manager or designee has reviewed and approved the audio-video recording. 3.2 PERFORMANCE A. The Contractor may be required to restore private properties to conditions better than existing, at no additional cost to the COUNTY, if the Contractor fails to sufficiently document existing conditions. END OF SECTION Section 022200 COLLIER COUNTY PRE-CONSTRUCTION AUDIO- TECHNICAL SPECIFICATIONS VIDEO RECORDING Page 1 of 1 Cp0 NO TEXT FOR THIS PAGE Section 022200 COLLIER COUNTY PRE-CONSTRUCTION AUDIO- TECHNICAL SPECIFICATIONS VIDEO RECORDING Page 2 of 2 CAO SECTION 022501 LEAKAGE TESTS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Testing for any signs of leakage in all pipelines and structures required to be watertight. 1. Test gravity sewers and drain lines by infiltration/exfiltration testing. 2. Test all other pipelines with water under the specified pressures. B. Operation of Existing Facilities: Conduct all tests in a manner to minimize as much as possible any interference with the day-to-day operations of existing facilities or other contractors working on the site. 1.2 PERFORMANCE REQUIREMENTS A. Written Notification of Testing: Provide written notice when the work is ready for testing, and make the tests as soon thereafter as possible. 1. Personnel for reading meters, gauges, or other measuring devices, will be furnished. 2. Furnish all other labor, equipment, air, water and materials, including meters, gauges, smoke producers, blower, pumps, compressors, fuel, water, bulkheads and accessory equipment. 1.3 REFERENCES A. Codes and standards referred to in this Section are: 1. AWWA C 600 - Installation of Ductile-Iron Water Mains and Their Appurtenances 1.4 SUBMITTALS A. General: Provide all submittals, including the following, as specified in Division 1. B. Testing Report: Prior to placing the sewer system in service submit for review and approval a detailed report summarizing the leakage test data, describing the test procedure and showing the calculations on which the leakage test data is based. 1. Reference Sewer Line Data Section 022501 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 1 of 10 0,0 a. For Low Pressure Testing (1) The length and diameter of the section of line tested (MH to MH), including any laterals. (2) A complete description of the test procedure, including: (a) Trench backfilling and sewer cleaning status (b) Type of plugs used and where (c) Depth of sewer, and ground water pressure over sewer pipe (d) Stabilization time period and air pressure (e) Actual air test pressures used if ground water is present (f) The time allowed by specifications (g) The actual test time (h) The air pressure at beginning and end of test (3) The name of the inspector/tester and the date(s) and time(s) of all testing performed, including any retesting. (4) A description of any repairs made. PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 LEAKAGE TESTING A. All new sewer and water pipelines installed shall be tested for leakage. The test used will be Hydrostatic Testing for pressure lines and Infiltration/Exfiltration Testing for gravity lines. Tests to be performed will be indicated by the ENGINEER and witnessed by the ENGINEER and the County Manager or designee. 1. Flushing Section 022501 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 2 of 10 ;x0 G a. Full-bore flush all mains to remove all sand and other foreign matter. Flushing shall be terminated at the direction of the ENGINEER. Dispose of the flushing water without causing nuisance or property damage. Full bore flushes on force mains shall only be required where sufficiently sized water mains are present. b. Install temporary flush out connections on all dead end water mains at the locations shown on plans and in accordance with the Collier County Standard Details. 2. Hydrostatic Testing for DIP and PVC Pipelines: Perform hydrostatic testing of the system as set forth in the following, and conduct said tests in the presence of the County Manager or designee and other authorized agencies, with 48 hours advance notice provided. Piping and appurtenances to be tested shall be within sections between valves unless alternate methods have received prior approval from the County Manager or designee. Testing shall not proceed until concrete thrust blocks are in place and cured, or other restraining devices installed. Thoroughly clean and flush all piping prior to testing to clear the lines of all foreign matter. While the piping is being filled with water care shall be exercised to permit the escape of air from extremities of the test section, with additional release cocks provided if required. Perform hydrostatic testing with a sustained minimum pressure of 150 psi for a period of not less than two (2) hours. If sustained pressure goes 5 psi above or below 150 psi during the first two (2) hours, the test fails (AWWA regulation). After two (2) hours, use the AWWA formula if less than 5 psi to determine whether test fails. Testing shall be in accordance with the applicable provisions as set forth in the most recent edition of AWWA Standards C600 for Ductile Iron Pipe and C605 for PVC Pipe. The allowable rate of leakage shall be less than the number of gallons per hour determined by the following formula: L = SD (P)112 133,200 Where, L = Allowable leakage in gallons per hour; S = Length of pipe tested in feet; D = Nominal diameter of pipe in inches; P = Average test pressure maintained during the leakage test in pounds per square inch For 150 psi, L = (9.195 x 10-5) SD Section 022501 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 3 of 10 Gp,O The testing procedure shall include the continued application of the specified pressure to the test system, for the one-hour period, by way of a pump taking supply from a container suitable for measuring water loss. The amount of loss shall be determined by measuring the volume displaced for the said container. Should the test fail, repair the fault and repeat the test until results are within the established limits. Furnish the necessary labor, water, pumps, and gauges at specified location(s) and all other items required to conduct the required testing and perform necessary repairs. General - All sanitary sewers and associated service lines shall be constructed watertight to prevent infiltration and/or exfiltration. 3. Hydrostatic Testing for HDPE Pipelines: Perform hydrostatic testing of all HDPE pipelines as set forth in the following, and conduct said tests in the presence of the County Manager or designee and other authorized agencies, with 48 hours advance notice provided. Provide all labor, equipment and material required for testing the pipeline upon completion of installation, pipe laying and backfilling operations, and placement of any required temporary roadway surfacing. Disinfect all HDPE potable water mains prior to testing in accordance with the requirements of Section 025400 — Disinfection. Test pipelines at 150 psi. Field test all HDPE pipelines for leakage in accordance with manufacturer's recommendations for the size and class of pipeline installed. Unless other procedures recommended by the manufacturer are approved by the County Manager or designee, pressure test the pipeline as follows: a. Fill pipeline slowly with water. Maintain flow velocity less than two (2) feet per second. b. Expel air completely from the line during filling and again before applying test pressure. Expel air by means of taps at points of highest elevation. c. Apply initial test pressure and allow to stand without makeup pressure for two (2) to three (3) hours, to allow for diametric expansion or pipe stretching to stabilize. Section 022501 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 4 of 10 Gp.0 d. After this equilibrium period, apply the specified test pressure and turn the pump off. The final test pressure shall be held for not less than two (2) hours. e. Upon completion of the test, the pressure shall be bled off from the location other than the point where the pressure is monitored. The pressure drop shall be witnessed by the County Manager or designee at the point where the pressure is being monitored. Allowable amount of makeup water for expansion of the pipeline during the pressure test shall conform to Table III, Test Phase Make-up Amount, contained in the manual "Inspections, Test and Safety Considerations" published by the Plastics Pipe Institute, Inc. If any test of pipeline installed exceeds the amount of makeup water as allowed above, locate and repair the cause of leakage and retest the pipeline, without additional cost to the COUNTY. Repair all visible leaks regardless of the amount of leakage. 4. Force Main Pressure Testing: All force mains shall be subject to pressure testing at 150 PSI. Allowable leakage on force mains shall be computed utilizing the standards for water loss in conformance with AWWA C600, the latest revision thereof. 5. Infiltration/Exfiltration Testing for Gravity Lines The allowable limits of infiltration or exfiltration for the entire system, or any portion thereof, shall not exceed a rate of 50 gallons per inch of inside pipe diameter per mile of pipe per 24 hours. No additional allowance shall be made for house service lines. Any part of or all of the system shall be tested for infiltration or exfiltration, as directed by the ENGINEER or as required by the County Manager or designee. The procedures and limitations for conducting infiltration/exfiltration tests shall be established at the pre- construction conference on a project-by-project basis. Air testing of gravity sewer mains may be required. All testing shall be run continuously for 24 hours, unless the County Inspector can visually verify that this test duration is not required due to the observed infiltration/exfiltration rate. The amounts of infiltration or exfiltration shall be determined by pumping water into or out of calibrated drums, or by other methods approved by the Public Utilities Division, such as in-line V-notch weirs. Where infiltration or exfiltration exceeds the allowable limits specified herein, locate and repair the defective pipe, joints or other faulty construction at no additional cost to the COUNTY. If the defective portions cannot be located, remove and reconstruct as much of the work as is necessary in order to conform to the specified allowable limits. All visible leaks shall be repaired regardless of the amount of leakage. Provide all labor, equipment and materials required and conduct all testing required under the direction of the ENGINEER. Section 022501 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 5 of 10 a. Infiltration: Prior to testing for infiltration, the system shall be pumped out so that normal infiltration conditions exist at the time of testing. The cumulative results of the entire collection system results shall not be a satisfactory method for gauging infiltration compliance. Each sewer section between manholes must permit infiltration no greater than the maximum allowable, as specified above. b. Exfiltration: The exfiltration test, when required due to groundwater levels, will be conducted by filling the portion of the system being tested with water to a level 2 feet above the uppermost manhole invert in the section being tested. The cumulative results of the entire collection system results shall not be a satisfactory method for gauging exfiltration compliance. Each sewer section between manholes must permit exfiltration no greater than the maximum allowable, as specified above. 6. Low Pressure Air Testing Contractor shall conduct air testing in accordance with ASTM specifications: a. ASTM C-828 —for clay pipes. b. ASTM C-924 —for concrete pipes. c. ASTM F-1417 —for plastic pipes. When low pressure air testing of gravity sewer mains is specifically required, all testing shall be run continuously for 24 hours, unless the County Inspector can visually verify that this test duration is not required due to the observed infiltration/exfiltration rate. When air testing is specifically required, after completing backfill of a section of gravity sewer line, conduct a Line Acceptance Test using low pressure air. The test shall be performed using the below stated equipment, according to state procedures and under the supervision of the ENGINEER and in the presence of the County Manager or designee, with 48 hours advanced notice. d. Equipment: (1) Pneumatic plugs shall have a sealing length equal to or greater than the diameter of the pipe to be inspected. (2) Pneumatic plugs shall resist internal bracing or blocking. (3) All air used shall pass through a single control panel. Section 022501 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 6 of 10 Cp,O (4) Three individual hoses shall be used for the following connections: (a) From control panel to pneumatic plugs for inflation. (b) From control panel to sealed line for introducing the low- pressure air. (c) From sealed line to control panel for continually monitoring the air pressure rise in the sealed line. e. Procedure: All pneumatic plugs shall be seal tested before being used in the actual test installation. One length of pipe shall be laid on the ground and sealed at both ends with the pneumatic plugs to be checked. Air shall be introduced into the plugs to 25 psi. The sealed pipe shall be pressurized to 5 psi. The plugs shall hold against this pressure without bracing and without movement of the plugs out of the pipe. After a manhole-to-manhole reach of pipe has been backfilled and cleaned and the pneumatic plugs are checked by the above procedure, the plugs shall be placed in the line at each manhole and inflated to 25 psi. Low-pressure air shall be introduced into this sealed line until the internal air pressure reaches 4 psi greater than the average back pressure of any ground water that may be over the pipe. At least two (2) minutes shall be allowed for the air pressure to stabilize. After the stabilization period (3.5 psi minimum pressure in the pipe), the air hose from the control panel to the air supply shall be disconnected. The portion of the line being tested shall be termed "Acceptable", if the time required in minutes for the pressure to decrease from 3.5 to 2.5 psi (greater than the average back pressure of any ground water that may be over the pipe) is greater than the time shown for the given diameters in the following table: Section 022501 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 7 of 10 Gp.O Pipe Diameter In Inches Minutes 8 4.0 10 5.0 12 5.5 16 7.5 18 8.5 24 11.5 Time in Minutes = 0.472 D D = Diameter of pipe in inches In areas where ground water is known to exist, install capped pipe adjacent to the top of the sewer lines. This shall be done at the time of the sewer line is installed. Immediately prior to the performance of the Line Acceptance Test, the ground water shall be determined by removing the pipe cap, and a measurement of the height in feet of water over the invert of the pipe shall be taken. The height in feet shall be divided by 2.3 to establish the pounds of pressure that will be added to all readings. (For example, if the height of water is 11-1/2 feet, then the added pressure will be 5 psi. This increases the 3.5 psi to 8.5 psi, and the 2.5 psi to 7.5 psi. The allowable drop of one pound and the timing remain the same). If the installation fails to meet this requirement, determine the source of the leakage and repair or replace all defective materials and/or workmanship, all at no additional cost to the COUNTY. B. DEP approval is required to use reclaimed (IQ) water for flushing and pressure testing of irrigation mains and potable water mains. The requirements for submitting a request to DEP are available from the County PUED. 3.2 LEAKAGE TESTS FOR STRUCTURES A. Structure Leakage Testing: Perform leakage tests of manholes, wet wells, tanks, vaults and similar purpose structures before backfilling, by filling the structure with water to the overflow water level and observing the water surface level for the following 24 hours. 1. Make an inspection for leakage of the exterior surface of the structure, especially in areas around construction joints. 2. If visible leaks appear, repair the structure by removing and replacing the leaking portions of the structure, waterproofing the inside, or by other methods approved. Section 022501 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 8 of 10 GPO 3. Water for testing will be provided by the COUNTY at the CONTRACTOR's expense. END OF SECTION Section 022501 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 9 of 10 Gp,O NO TEXT FOR THIS PAGE Section 022501 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 10 of 10 CPO SECTION 024100 DEMOLITION PART 1 GENERAL 1.1 SUMMARY A. Section Includes: All work necessary for the removal and disposal of structures, foundations, piping, equipment and roadways, or any part thereof including masonry, steel, reinforced concrete, plain concrete, electrical facilities, and any other material or equipment shown or specified to be removed. B. Basic Procedures and Schedule: Carry out demolition so that adjacent structures, which are to remain, are not endangered. Schedule the work so as not to interfere with the day-to-day operation of the existing facilities. Do not block doorways or passageways in existing facilities. C. Additional Requirements: Provide dust control and make provisions for safety. D. Related Work Specified in Other Sections Includes: 1. Section 017416 — Site Clearing 2. Section 020500 — Connection to Existing Systems 1.2 SUBMITTALS A. Provide all submittals, including the following, as specified in Division 1. B. Site Inspection: Visit the site and inspect all existing structures. Observe and record any defects that may exist in buildings or structures adjacent to but not directly affected by the demolition work. Provide the County Manager or designee with a copy of this inspection record and obtain the ENGINEER's and the County's Manager or designee approval prior to commencing the demolition. 1.3 QUALITY ASSURANCE A. Limits: Exercise care to break concrete well for removal in reasonably small masses. Where only parts of a structure are to be removed, cut the concrete along limiting lines with a suitable saw so that damage to the remaining structure is held to a minimum. PART 2 PRODUCTS Not Used Section 024100 COLLIER COUNTY DEMOLITION TECHNICAL SPECIFICATIONS Page 1 of 4 0 0 PART 3 EXECUTION 3.1 EXAMINATION OF EXISTING DRAWINGS A. Available drawings of existing structures and equipment will be available for inspection at the office of the ENGINEER. 3.2 PROTECTION A. General Safety: Provide warning signs, protective barriers, and warning lights as necessary adjacent to the work as approved or required. Maintain these items during the demolition period. B. Existing Services: Undertake no demolition work until all mechanical and electrical services affected by the work have been properly disconnected. Cap, reroute or reconnect interconnecting piping or electrical services that are to remain in service either permanently or temporarily in a manner that will not interfere with the operation of the remaining facilities. C. Hazards: Perform testing and air purging where the presence of hazardous chemicals, gases, flammable materials or other dangerous substances is apparent or suspected, and eliminate the hazard before demolition is started. 3.3 DEMOLITION REQUIREMENTS A. Explosives: The use of explosives will not be permitted. B. Protection: Carefully protect all mechanical and electrical equipment against dust and debris. C. Removal: Remove all debris from the structures during demolition and do not allow debris to accumulate in piles. D. Abandoned Pipelines: Fill all abandoned pipelines using grout in accordance with Section 033100. E. Access: Provide safe access to and egress from all working areas at all times with adequate protection from falling material. F. Protection: Provide adequate scaffolding, shoring, bracing railings, toe boards and protective covering during demolition to protect personnel and equipment against injury or damage. Cover floor openings not used for material drops with material substantial enough to support any loads placed on it. Properly secure the covers to prevent accidental movement. G. Lighting: Provide adequate lighting at all times during demolition. Section 024100 COLLIER COUNTY DEMOLITION TECHNICAL SPECIFICATIONS Page 2 of 4 O GN H. Closed Areas: Close areas below demolition work to anyone while removal is in progress. I. Material Drops: Do not drop any material to any point lying outside the exterior walls of the structure unless the area is effectively protected. J. Chemicals: All chemicals used during project construction or furnished for project operation, whether herbicide, pesticide, disinfectant, polymer, reactant or of other classification must show approval of either EPA or USDA. Use of all such chemicals and disposal of residues shall be in strict conformance with manufacturer's instructions or government regulations as applicable. 3.4 ASBESTOS-CONCRETE (AC) PIPE A. If existing asbestos-cement pipe is encountered during the course of construction, remove the AC pipe and replace it with C900 PVC pipe having a pressure rating as required elsewhere in these specifications. Replace the AC pipe with PVC pipe for a distance of 10 feet each way from the centerline of the pipe under construction or 5 feet beyond the length of AC pipe exposed by trench excavation, whichever is greater. A change order will be issued for required replacement of AC pipe not shown on the drawings. B. Coordinate the shutdown of the AC pipeline with the County Manager or designee in accordance with Section 020500, including proper notice to the County Manager or designee and any customers that may be affected by the shutdown as required by these specifications and/or current Water Department policy. In the event of an unanticipated encounter with AC pipe, immediately recover and protect the pipe and notify the COUNTY Water Department. C. Perform cutting of AC pipe by means of cutting wheels mounted in a chain wrapped around the pipe barrel. Do not use power driven saws with abrasive discs or any other means that produce concentrations of airborne asbestos dust. 3.5 DISPOSAL OF MATERIALS A. Final Removal: Dispose of AC pipe in accordance with COUNTY special handling requirements and coordination with Collier County Solid Waste Management Department. Remove all other debris, rubbish, scrap pieces, equipment, and materials resulting from the demolition. Take title to all demolished materials and remove such items from the site. END OF SECTION Section 024100 COLLIER COUNTY DEMOLITION TECHNICAL SPECIFICATIONS Page 3 of 4 GPO NO TEXT FOR THIS PAGE Section 024100 COLLIER COUNTY DEMOLITION TECHNICAL SPECIFICATIONS Page 4 of 4 0,0 SECTION 025400 DISINFECTION PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Disinfection of all pipelines, tanks, structures, conduits and equipment that are to store, handle or carry potable water. Furnish all labor, water, chemicals and equipment, including taps, corporation stops, temporary pumps and other items necessary to perform the Work, except as otherwise specified. 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. AWWA C651 - Disinfecting Water Mains 2. AWWA C652 - Disinfection of Water-Storage Facilities 1.3 QUALITY ASSURANCE A. Disinfection Standards: Disinfect in accordance with AWWA C651 for water mains and AWWA C652 for water storage facilities and equipment. B. Chlorinated Water Disposal: Dispose of old highly chlorinated water in accordance with applicable regulations. PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 FLUSHING A. After coordination with the COUNTY Water Distribution Section, perform all flushes, pigging or swabbing, disinfection and post flushes in the presence of Water department personnel. Fill all water lines with potable water, pig or swab and perform a line flushing. All lines larger than 12 inches in diameter shall be pigged to clear debris prior to flushing. Use a swab-type pig for HDPE pipe. Use a 5- to 7-lb. density poly-jacketed bullet style pig for all other pipe material. Under no circumstances is a pig or swab considered reusable. A section of pipe shall be Section 025400 COLLIER COUNTY DISINFECTION TECHNICAL SPECIFICATIONS Page 1 of 4 Cp,0 inserted in the gap specified in the jumper shown in the Standard Details to connect the new construction to the existing facilities for the purpose of accomplishing the full-bore flush. Immediately after completion of the flush, remove the connection. The facilities shall be capped and returned to the jumper connection shown in the Standard Details until final connection is permitted by County Manager or designee at the completion of construction and after finalization of all test procedures and bacterial clearance for new water facilities. 3.2 WATER MAIN DISINFECTION A. Following acceptable pressure testing, disinfect all sections of the water distribution system and receive approval thereof from the appropriate agencies, prior to placing in service. Provide advance notice of 48 hours to the County Manager or designee before disinfecting procedures start. The disinfection shall be accomplished in accordance with the applicable provisions of AWWA Standard C651, "Disinfecting Water Mains" and all appropriate approval agencies. B. The disinfecting agent shall be free chlorine in aqueous solution with sustained concentration for 48 hours of not less than 50 parts per million. After 48 hours, if chlorine solution contains at least 25 parts per million of chlorine, the line may then be flushed and samples taken at various points. Chlorine may be derived from Chlorine gas, or 70% (high test) calcium hypochlorite (HTH or Perchloron, or equal). Administration may be by any of the several methods described in AWWA Standard C651 as proposed by the CONTRACTOR and approved by the ENGINEER. Proposals as to method must be made prior to commencement of the disinfection process. C. Following contact with chlorine solution, the system shall be thoroughly flushed out. Schedule water sampling in coordination with the COUNTY Water Distribution Section. The COUNTY Water Department will obtain all water samples for analysis. D. If samples do not demonstrate satisfactory results, the line shall be flushed and a resample taken. If the samples fail on the second attempt, redisinfection per AWWA standards must be repeated until two satisfactory samples are obtained. The period between samples must be a minimum of 24 hours. E. After approval of the samples, and before placing the system in service, perform another flushing of the water lines to remove any stagnant water. 3.3 WATER MAIN DISINFECTION (FOR FIRE LINE CONNECTIONS WITH NO TEMPORARY JUMPER) A. In configurations where 20 feet or less of new pipe is installed between the existing COUNTY water main and the permanent above ground fire assembly, the temporary gap configuration assembly may be omitted if the following requirements are met: Section 025400 COLLIER COUNTY DISINFECTION TECHNICAL SPECIFICATIONS Page 2 of 4 0,0 1. The full interior of all new pipe between the existing COUNTY water main and the permanent above ground fire assembly shall be swabbed and disinfected using a chlorine solution with a concentration of not less than 200 parts per million. 2. The pipe must be flushed and bacteriological samples must be collected in accordance with this specification. 3. The tapping valve on the COUNTY water main shall remain closed until bacteriological clearance is achieved. 3.4 DISINFECTION PROCEDURES FOR TANKS A. Disinfect potable water storage tanks and equipment in accordance with AWWA C652, Method 2 or 3, using sodium hypochlorite. 1. In Method 2, spray method, spray the entire interior surface of the tank with chlorinated water containing 200 mg/I of available chlorine. After spraying, allow the tank to stand at least two hours before filling with fresh water. B. After disinfection, allow the tanks and equipment to overflow until the chlorine residual is approximately 2 mg/I. 3.5 BACTERIAL SAMPLE POINTS A. For the purpose of new water main construction, bacterial sampling points shall be positioned at the beginning of each new system, at 1000-foot intervals and all dead ends unless otherwise directed. These sampling points will be utilized by Utilities personnel for water main bacterial clearance procedures. At the completion of the project, when authorization is given by the County Manager or designee, permanent sampling points shall remain every 3000 feet or one at 2/3 of the length from the point of connection to the COUNTY system if the line is less than 3000 feet long. All others shall be removed down to the main and properly capped by the CONTRACTOR. The permanent sampling points shall be constructed as shown in the Utility Detail Drawings. Collier County staff will review the permanent sampling point locations during final plans review. END OF SECTION Section 025400 COLLIER COUNTY DISINFECTION TECHNICAL SPECIFICATIONS Page 3 of 4 GP° � NO TEXT FOR THIS PAGE Section 025400 COLLIER COUNTY DISINFECTION TECHNICAL SPECIFICATIONS Page 4 of 4 GPO SECTION 031100 CONCRETE FORMWORK PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Provide concrete formwork for architectural concrete and structural concrete as specified to form concrete to profiles shown. 1. Provide concrete with smooth rubbed finish. 2. Structural concrete is defined as all concrete that is not architectural concrete. B. Related Work Specified in Other Sections Includes: 1. Section 03200 - Concrete Reinforcement 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. ACI 318 - Building Code Requirements for Reinforced Concrete 2. ACI SP-4 - Formwork for Concrete 1.3 SUBMITTALS A. Provide all submittals, including the following, as specified in Division 1. 1. CONTRACTORS Shop Drawings: Proposed form layout drawings and tie pattern layout drawings for Concrete. Review of these drawings does not relieve the CONTRACTOR of responsibility for adequately designing and constructing forms. 2. Samples: Pieces of each type of sheeting, chamfer strips, form ties, form liners and rustication strips 1.4 QUALITY ASSURANCE A. Formwork Compliance: Use formwork complying with ACI SP-4, ACI 347 and ACI 303R. Section 031100 COLLIER COUNTY CONCRETE FORMWORK TECHNICAL SPECIFICATIONS Page 1 of 4 0,0 PART 2 PRODUCTS 2.1 MANUFACTURER A. For acceptable manufacturers of concrete release agent, concrete form coating, concrete form liners, or concrete rustications see County Approved Product List, Appendix F. 2.2 MATERIALS A. Structural Concrete: Provide structural concrete form materials as follows: 1. Obtain approval for form material before construction of the forms. 2. Use a barrier type form release agent. 3. Use form ties, hangers, and clamps of such type that, after removal of the forms, no metal will be closer than one inch from concrete surface. Wire ties will not be permitted. 4. Provide ties with swaged washers or other suitable devices to prevent seepage of moisture along the ties. Leave the ties in place. 5. Use lugs, cones, washers, or other devices that do not leave holes or depressions greater than 7/8-inch in diameter. PART 3 EXECUTION 3.1 DESIGN A. Design Responsibility: Be responsible for the design, engineering and construction of the architectural concrete formwork and the structural concrete formwork. Conform the work to the recommendations of ACI SP-4 and ACI 303R. B. Setting Time and Slag Use: The presence of fly ash or ground granulated blast furnace slag in the concrete mix for architectural concrete and structural concrete will delay the setting time. Take this into consideration in the design and removal of the forms. C. Responsibility During Placement: Assume and take sole responsibility for adequate design of all form elements for support of the wet concrete mixtures specified and delivered. D. Consistency: Design forms to produce concrete members identical in shape, lines and dimensions to members shown. Section 031100 COLLIER COUNTY CONCRETE FORMWORK TECHNICAL SPECIFICATIONS Page 2 of 4 O 3.2 CONSTRUCTION DETAILS FOR FORMWORK A. Structural Concrete Details: Follow the following details for all structural concrete: 1. Provide forms that are substantial, properly braced, and tied together to maintain position and shape and to resist all pressures to which they may be subjected. Make forms sufficiently tight to prevent leakage of concrete. 2. Determine the size and spacing of studs and wales by the nature of the work and the height to which concrete is placed. Make forms adequate to produce true, smooth surfaces with not more than 1/8-inch variation in either direction from a geometrical plane. Provide horizontal joints that are level, and vertical joints, which are plumb. 3. Supply forms for repeated use in sufficient number to ensure the required rate of progress. 4. Thoroughly clean all forms before reuse and inspect forms immediately before concrete is placed. Remove deformed, broken, or defective forms from the work. 5. Provide temporary openings in forms at convenient locations to facilitate cleaning and inspection. 6. Coat the entire inside surfaces of forms with a suitable form release agent just prior to placing concrete. Form release agent is not permitted on the reinforcing steel. 7. Assume and take responsibility for the adequacy of all forms and remedying any defects resulting from their use. 3.3 FORM REMOVAL A. Structural Concrete Form Removal: Do not remove forms for structural concrete until the concrete has hardened sufficiently to support its own load safely, plus any superimposed load that might be placed thereon. 3.4 TOLERANCES A. Tolerance Limits: Design, construct and maintain concrete form and place the concrete to provide completed concrete work within the tolerance limits set forth in ACI SP-4. END OF SECTION Section 031100 COLLIER COUNTY CONCRETE FORMWORK TECHNICAL SPECIFICATIONS Page 3 of 4 NO TEXT FOR THIS PAGE Section 031100 COLLIER COUNTY CONCRETE FORMWORK TECHNICAL SPECIFICATIONS Page 4 of 4 GAO SECTION 032000 CONCRETE REINFORCEMENT PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Requirements for providing concrete reinforcement as shown and specified herein. Reinforcement includes all steel bars, wire and welded wire fabric as shown and specified. B. Related Work Specified in Other Sections Includes: 1. Section 031100 - Concrete Formwork 2. Section 034100 - Precast Concrete Structures 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. ACI SP66 - ACI Detailing Manual 2. ACI 318 - Latest edition "Building Code Requirements for Reinforced Concrete" 3. ASTM A 185 - Steel Welded Wire Fabric, Plain, for Concrete Reinforcement 4. ASTM A 615/A615M - Deformed and Plains Billet-Steel Bars for Concrete 5. ASTM A 706/A706M - Low Alloy Steel Deformed Bars for Concrete Reinforcement 6. ASTM A 775/A775M - Epoxy Coated Reinforcing Steel Bars 7. AWS D1.4 - Structural Welding Code - Reinforcing Steel 1.3 SUBMITTALS A. Provide all submittals, including the following, as specified in Division 1. 1. Product Data and Information: Submit manufacturers literature with product data, and material description of fusion bonded epoxy coating for reinforcement and reinforcement accessories, including manufacturer's Section 032000 COLLIER COUNTY CONCRETE REINFORCEMENT TECHNICAL SPECIFICATIONS Page 1 of 6 Gp,0 recommendations for field touch-up of mars and cut ends when epoxy coated reinforcement is specified to be used. 2. CONTRACTORS' Shop Drawings: Submit checked Working Drawings, including bar lists, schedules, bending details, placing details and placing plans and elevations for fabrication and placing reinforcing steel conforming to "ACI Detailing Manual SP-66". a. Do not bill wall and slab reinforcing in sections. Show complete elevations of all walls and complete plans of all slabs, except that, when more than one wall or slab are identical, only one such elevation or plan is required. These plans and elevations need not be true views of the walls or slabs shown. Bill every reinforcing bar in a slab on a plan. Bill every reinforcing bar in a wall on an elevation. Take sections to clarify the arrangement of the steel reinforcement. Identify all bars, but do not bill on such sections. b. For all reinforcing bars, unless the location of a bar is clear, give the location of such bar or bars by a dimension to some structural feature that will be readily distinguishable at the time bars are placed. c. Make the reinforcing steel placing drawings complete for placing reinforcement including the location of support bars and chairs, without reference to the design drawings. d. Submit Detailer certification that every reinforcing steel placing drawing and bar list is completely checked and corrected before submittal for approval. e. If, after reinforcing steel placing drawings and bar lists have been submitted for approval, a review reveals that the drawings and lists obviously have not been checked and corrected they will be returned for checking and correcting by the Detailer. 3. Samples: Submit the following samples when epoxy coated reinforcement is specified to be used. a. 12-inch long epoxy-coated steel reinforcing bar, of any size typical to this Project b. One of each type of epoxy-coated reinforcement accessory used on this Project c. 12-inch long, nylon coated tie wire 4. Certificates: Test certificates of the chemical and physical properties covering each shipment of reinforcing steel bars. Test for bars 3/4 inches in diameter and larger shall consist of the bar being bent cold to 90 degrees Section 032000 COLLIER COUNTY CONCRETE REINFORCEMENT TECHNICAL SPECIFICATIONS Page 2 of 6 around a pin 3 times the diameter of the test bar without evidence of cracking. 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle all products and materials as specified in Division 1 (and as follows:) 1. Delivery Requirements: Have reinforcing steel delivered to the work in strongly tied bundles. Identify each group of both bent and straight bars with a metal tag giving the identifying number corresponding to the reinforcing steel placing drawings and bar lists. 2. Storage: Properly store all bars in an orderly manner, with all bars completely off the ground. Keep bars clean after delivery to the site of the work. PART 2 PRODUCTS 2.1 MANUFACTURERS A. The brand of manufacturer shall be legibly rolled on all bars, and when loaded for mill shipment, all bars shall be properly separated and tagged with manufacturer's test identification number. B. For acceptable manufacturers of mechanical connections see County Approved Product List, Appendix F. 2.2 MATERIALS A. Steel Bars: Use new billet steel bars, deformed bars, meeting the requirements of ASTM A615/A625M Grade 60 for reinforcing steel bars. 1. Roll all reinforcing steel bars with special deformations or identifying marks indicating the ASTM Specification and Grade. 2. Use bars free from defects, kinks and from bends that cannot be readily and fully straightened in the field. 3. Supply reinforcing bars in lengths that will allow convenient placement in the work and provide the required length of at least 40 diameters of lap of joints as shown. Provide dowels of proper length, size and shape for tying walls, beams, floors, and the like together. B. Epoxy Coating: Conform fusion bonded epoxy coated reinforcing steel bars to ASTM A775/A775M when used. Leave portions of the reinforcing steel bars uncoated where mechanical connections are shown. Section 032000 COLLIER COUNTY CONCRETE REINFORCEMENT TECHNICAL SPECIFICATIONS Page 3 of 6 Gp,O C. Welded Wire Fabric: Use welded wire fabric of the electrically welded type, with wires arranged in rectangular patterns, of the sizes shown or specified and meeting the requirements of ASTM A185. D. Supports and Accessories: Provide bar supports and other accessories and, if necessary, additional supports to hold bars in proper position while concrete is being placed. 1. Use side form spacers against vertical or sloping forms to maintain prescribed side cover and cross position of bars. 2. Use individual hi-chairs with welded cross ties or circular hoops to support top bars in slabs thicker than 8 inches. 3. Bolsters, chairs and other accessories: a. Use hot-dipped galvanized or provide plastic coated legs when in contact with forms for surfaces of concrete other than architectural surfaces. b. Use stainless steel when in contact with forms for architecturally exposed surfaces. c. Use epoxy coated bolsters, chairs and accessories including wire ties for epoxy coated reinforcing bars. d. Use chairs of an approved type and space them properly to support and hold reinforcing bars in position in all beams and slabs including slabs placed directly on the subgrade or work mat. Do not use continuous hi-chairs for supporting of top bars in slabs over 8 inches in thickness. E. Mechanical Connections: Provide mechanical connections that develop at least 125 percent of the specified yield strength of the bar in tension. F. Stirrups and Ties: Provide stirrups and ties as shown and specified and meeting the requirements of ASTM A185. 2.3 FABRICATION A. Drawing Review Prior to Fabrication: Do not fabricate any material before final review and approval of shop drawings. B. Bending and Cutting: Cut bars to required length and bend accurately before placing. Bend bars in the shop unless written approval for field bending is obtained. If field bending is permitted, do it only when the air temperature, where Section 032000 COLLIER COUNTY CONCRETE REINFORCEMENT TECHNICAL SPECIFICATIONS Page 4 of 6 GNO the bending operation is performed, is above 30 degrees F. Do not field bend bars that have been partially embedded in concrete. C. Splices: Use lapped splices for tension and compression splices unless otherwise noted. D. Cleaning: Clean and bend reinforcement in accordance with ACI 315 and ACI 318. PART 3 EXECUTION 3.1 INSTALLATION A. Placement: Place all bars in accordance with CRSI "Recommended Practice for Placing Reinforcing Bars". B. Tolerances: Place bars used for top reinforcement in slabs to a vertical tolerance of plus or minus 1/4-inch. Place all other reinforcement to the tolerances given to ACI 318. C. Cleaning: Have reinforcing steel delivered without rust other than that accumulated during transportation to the work. At all times, fully protect reinforcing steel from moisture, grease, dirt, mortar and concrete. Before being placed in position, thoroughly clean reinforcing steel of all loose mill scale and rust and of any dirt, oil, grease coatings, or other material that might reduce the bond. If there is a delay in depositing concrete, inspect and satisfactorily clean the steel immediately before the concrete is placed. D. Bar Positioning: Place bars in the exact positions shown with the required spacing and cross wire bars securely in position at intersections to prevent displacement during the placing of the concrete. Fasten the bars with annealed wire of not less than 17 gauge or other approved devices. E. Bar Extension Beyond Formwork: On any section of the work where horizontal bars extend beyond the length of the forms, perforate the form or head against which the work ends or at the proper places to allow the bars to project through a distance at least equal to the lap specified. F. Unacceptable Materials: Do not place reinforcing steel with damaged, unsuitably bonded epoxy coating or rusting. If approved, mars, exposed threads of mechanical connections and cut ends may be field coated with approved epoxy coating material. G. Review of Placement: Have reinforcing placement reviewed by the ENGINEER before concrete is placed. Section 032000 COLLIER COUNTY CONCRETE REINFORCEMENT TECHNICAL SPECIFICATIONS Page 5 of 6 GP0 H. Welding - Not Approved: Do not use reinforcing bar assemblies made by welding of any kind, or accessories of any kind which require field welding to reinforcing bars. I. Welding - Approved: Where welding of reinforcing steel is shown, AWS D1.4 "Structural Welding Code - Reinforcing Steel" applies. J. Tension and Compression Lap Splices: Conform tension and compression lap splices to ACI 318 with all supplements. Avoid splices at points of maximum tensile stress wherever possible. Provide temperature bars with the clear spacing shown. Stagger all bar splices in hoop tension bars in circular tanks with not more than 50 percent of the bars spliced in any one direction. Have welded splices made by certified welders in accordance with AWS D1.4. K. Welded Wire Fabric: Place welded wire fabric in the positions shown, specified or required to fit the work. Furnish and place suitable spacing chairs or supports, as specified for bars, to maintain the fabric in the correct location. Where a flat surface of fabric is required, provide flat sheets, when available. Otherwise reverse roll the fabric or straighten to make a perfectly flat surface before placing. Obtain approval for the length of laps not indicated. L. Concrete Cover: Place reinforcing steel and welded wire fabric and hold in position so that the concrete cover, as measured from the surface of the bar or wire to the surface of the concrete, is as shown or specified. END OF SECTION Section 032000 COLLIER COUNTY CONCRETE REINFORCEMENT TECHNICAL SPECIFICATIONS Page 6 of 6 C,�C} SECTION 033100 CONCRETE, MASONRY MORTAR AND GROUT PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Cement, sand, aggregate admixtures and water for use in concrete, masonry mortar and grout. 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. ASTM C 91 — Masonry Cement 2. ASTM C 144 —Aggregate for Masonry Mortar 3. ASTM C 150 — Portland Cement 4. ASTM C 207 — Hydrated Lime for Masonry Purposes 5. ASTM C 270 — Mortar for Unit Masonry 6. ASTM C 231 —Air Content of Freshly Mixed Concrete 7. ASTM C 404 —Aggregate for Masonry Grout 8. ASTM C 476 — Grout for Masonry 9. ASTM C 780 — Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry 10. ASTM C 1019 — Sampling and Testing Grout 11 , CRD C-619 — Specification for Grout Fluidifier. 12. CRD C-621 — Specification for Non-Shrink Grout. 13. Brick Institute of America Research Report No. 15 14. ACI 530.1/ASCE 6-92 — Specifications for Masonry Structures 1.3 SUBMITTALS A. Provide all submittals, including the following, as specified in Division 1. Section 033100 COLLIER COUNTY CONCRETE, MASONRY MORTAR AND GROUT TECHNICAL SPECIFICATIONS Page 1 of 6 0,0 B. Product Data and Information: Submit the following: 1. Furnish notarized certificates of manufacture as evidence that the cement conforms to the specified requirements. Include mill-test reports on the cement. 2. Furnish notarized certificates to verify that the hydrated lime and aggregates meet the specified requirements. 3. Furnish laboratory tests as evidence that the air content and masonry mortar compressive strength meet the requirements of ASTM 270 Type N and that the efflorescence tendency meets the requirements of the wick test in Brick Institute of America Research Report No. 15. 4. Furnish laboratory tests as evidence that the masonry grout compressive strength is equal to or greater than 2,500 psi at 28 days. 1.4 DELIVERY, STORAGE AND HANDLING A. General: Deliver, store and handle all mortar and grout materials as recommended by the manufacturers and as specified in Division 1 (and as follows:) B. Cement: Store cement in weathertight buildings that will exclude moisture and contaminants. Do not use cement that has deteriorated from storage. C. Hydrated Lime: Store hydrated lime in weathertight buildings which will exclude moisture and contaminants. D. Aggregates: Keep aggregates clean and free from all other materials during transportation and handling. Stockpile aggregate in a manner to prevent segregation. PART 2 PRODUCTS 2.1 CEMENT A. Portland Cement shall be of a standard brand and shall conform to the requirements of ASTM C150-latest edition, except as hereinafter stated. One bag of cement shall be considered as weighing 94 pounds. Type I shall be used unless higher cement is specified, in which event Type III shall be used. For Type I, the maximum amount of tricalcium silicate shall be 60 percent. Cement may be shipped either in paper or cloth sacks and the package shall have the brand and name of manufacturer plainly marked on the outside. All cement shall be stored in weatherproof buildings in such a manner as will prevent absorption of moisture by the lower layers. Shipment shall be segregated by lot for identification. Type I Section 033100 COLLIER COUNTY CONCRETE, MASONRY MORTAR AND GROUT TECHNICAL SPECIFICATIONS Page 2 of 6 G.O cement which has been in storage more than 90 days shall be re-tested before use. Where carload shipments are used, a certificate from an approved testing laboratory shall be submitted prior to use of such cement on the job. 2.2 AGGREGATE A. Fine Aggregate: 1. Composition: Fine aggregate shall consist of natural sand and shall be graded from coarse to fine within the following limits shown in the table below. Sand failing to meet the minimum requirement for material passing the Number 50 and/or Number 100 Sieve may be used, provided other satisfactory inorganic fine materials are added. If two sands are used, each must be mixed, after separate weighing, in proportions approved by the County Manager or designee. U.S. Standard Square Percent of Total By Weight Passing Opening Sieve Minimum Maximum No. 4 97 100 No. 8 80 100 No. 30 25 75 No. 50 10 30 No. 100 2 10 No. 200 (By Washing) 0 4 2. Stockpiling: Fine aggregate shall be stored on a well-drained site, which has been cleared, grubbed and cleaned. Stockpiles shall be built up so as to prevent segregation of large and small particles. 3. Unsuitable Materials in Fine Aggregate: Not more than one percent (1%) by weight of clay lumps or soft, disintegrated or coated grains shall be present in the fine aggregate. It shall also be free from foreign material such as dirt, wood, paper, burlap, or other unsuitable material. When tested in accordance with AASHTO T-21-27, it shall show a color not darker than standard. When tested for mortar strength in accordance with AASHTO T-71-38, the fine aggregate shall have a tensile strength at three (3) days (Type III), or at seven (7) days, (Type I); not less than 95 percent of that developed by mortar having the same water-cement ratio and consistency, made of the same cement and graded Ottawa Sand having a fineness modulus of 2.40, plus or minus 0.05. B. Coarse Aggregate: Section 033100 COLLIER COUNTY CONCRETE, MASONRY MORTAR AND GROUT TECHNICAL SPECIFICATIONS Page 3 of 6 Gp,O 1. Composition: Coarse aggregate shall consist of crushed stone. It shall be washed to remove clay, loam and dust. At his/her discretion, the County Manager or designee may waive the washing requirement for stone having a loss of not more than 30 percent when tested in accordance with the provisions of AASHTO T-96-38. 2. Unsuitable Material in Coarse Aggregate: The coarse aggregate shall not contain more than the following percentages of deleterious material: Soft Fibrous, Disintegrated Particles (Weight) 3.0% Clay Lump (Weight) 0.2% Finer Than No. 200 Sieve (Weight) 0.5% Flat or Elongated Particles (Count) 10.0% When subjected to AASHTO Test T-96-38, the aggregate shall have a loss not greater than 65 percent. Aggregate shall be free from loam, wood, leaves, or other foreign material. 3. Gradation: For unreinforced foundations, for paving or for other unreinforced mass concrete, the gradation of coarse aggregate shall be as shown in Table 1. For reinforced footings, reinforced walls over 6" in thickness, ordinary floor slabs and similar structures, the gradation shall be as shown on Table 2. For handrails, reinforced walls, thin reinforced floor slabs electrical conduit encasement, and similar construction, the gradation shall be as shown on Table 3. Table 1 Percent Passing Percent By Weight Square Opening Sieve 2-1/2 inch 100 2 inch 95 — 100 1 inch 35 - 70 % inch 10 — 30 No. 4 0 - 5 Table 2 Percent Passing Percent By Weight Square Opening Sieve 1-1/2 inch 100 1 inch 90— 100 % inch 25 - 60 No. 4 0 - 10 No. 8 0 - 5 Table 3 Section 033100 COLLIER COUNTY CONCRETE, MASONRY MORTAR AND GROUT TECHNICAL SPECIFICATIONS Page 4 of 6 0,0 Percent Passing Percent By Weight Square Opening Sieve 1 inch 100 3/4 inch 90— 100 3/8 inch 20 — 55 No. 4 0 - 10 No. 8 0— 5 4. Stockpiles: Stockpiles shall be constructed in layers not exceeding three feet (3') in height, and material shall be deposited in such manner as to prevent segregation of coarse and fine materials. Each type of aggregate shall be placed in a separate stockpile. Stockpile sites shall be cleared, grubbed and drained before using. 2.3 HYDRATED LIME A. Provide hydrated lime meeting the requirements of ASTM C 207. 2.4 WATER A. Water shall be clean and free from salt, oil or organic substances. Laboratory tests shall be made to determine suitability of any water for use in concrete unless it is secured from a public water supply. PART 3 EXECUTION 3.1 CONCRETE PROPORTIONING A. Concrete aggregate shall be proportioned by weight. When the sources of supply shall have been determined by the CONTRACTOR and approved by the County Manager or designee, the mix shall be set by an approved testing laboratory. Mix shall be designed for a "slump" suitable for the character of structure in which the concrete is to be incorporated. All concrete shall be as specified herein. B. After a suitable design mix has been approved by the County Manager or designee, it shall not be changed so long as materials of the same characteristics are used in the mix. Within the limits of the various cement factors shown above, the mix shall be varied until the homogenous workable mixture, suitable for the class of structure intended, has been obtained. 3.2 CONCRETE MIXING A. Concrete mixing shall be by means of a modern batch mixer equipped with accurately operating water measuring device and an automatic time locking device. Section 033100 COLLIER COUNTY CONCRETE, MASONRY MORTAR AND GROUT TECHNICAL SPECIFICATIONS Page 5 of 6 GPO B. Where a central batching plant is not operated, each mixer must have available an approved portable weighing device for use in proportioning. Each batch shall be mixed for one and one-half (1%) minutes after charging has been completed, and during such mixing period, that drum shall operate with a peripheral speed of not less than one-hundred and fifty-three (153), nor more than two-hundred and twenty-five (225) feet per minute. The number of revolutions per minute shall be between fourteen (14) and twenty (20). Retempering concrete or use of concrete in which initial set has taken place will not be allowed. Transit mixed concrete from an approved batching plant and suitable truck mixer may be approved by the County Manager or designee. 3.3 PIPE GROUT A. Mix lean grout for backfilling the space surrounding the pipe sections in tunnel or other areas as specified or directed in the proportion of 1 part Portland cement to 12 parts sand by volume. B. Mix grout to a consistency that can be pumped into the pipe. Use a grout fluidifier to reduce water quantity and improve workability. 3.4 TESTING A. Masonry Mortar: Make and test specimens for preconstruction and construction evaluation of masonry mortar in accordance with the requirements of ASTM C 780. B. Masonry Grout: Make and test specimens for preconstruction and construction evaluation of masonry grout in accordance with the requirements of ASTM C 1019. C. Concrete shall contain cement, coarse aggregate, and fine aggregate meeting the Specifications contained in previous paragraphs of this Part. Unless otherwise specified or shown in the plans, the design strength of the several elements included in the plans shall be: 1. Four thousand (4,000) pounds minimum compressive strength per square inch at 28 days for all piers, reinforced walls, floors, slabs, precast structures and other special sections where specifically shown on the plans or Standard Details. 2. Two thousand five hundred (2,500) pounds minimum compressive strength per square inch at 28 days for all blocking, reinforced footings, for retaining walls not subject to hydrostatic pressure, or where specifically shown on the plans or shown in the Standard Details. END OF SECTION Section 033100 COLLIER COUNTY CONCRETE, MASONRY MORTAR AND GROUT TECHNICAL SPECIFICATIONS Page 6 of 6 SECTION 034100 PRECAST CONCRETE STRUCTURES PART 1 GENERAL 1.1 SCOPE OF WORK A. Furnish all materials, labor, and equipment and construct manholes, wet wells, valve pits, meter pits, and accessory items, consisting of precast sections as shown on the Drawings and as specified herein. B. The forms, dimensions, concrete, and construction methods shall be approved by the ENGINEER in advance of construction. C. These specifications are intended to give a general description of what is required, but do not purport to cover all of the structural design details which will vary in accordance with the requirements of the equipment as offered. It is, however, intended to cover the furnishing, shop testing, delivery, and complete installation of all precast structures whether specifically mentioned in these specifications or not. D. The supplier of the precast manholes, wet wells, valve pits, meter pits, and accessory items shall coordinate his work with that of the CONTRACTOR to the end that the unit will be delivered and installed in the excavation provided by the CONTRACTOR, in accordance with the CONTRACTOR's construction schedule. E. Coordinate the precast structures fabrication with the equipment supplied to achieve the proper structural top slab openings, spacings, and related dimensions for the selected equipment frames and covers. The top slabs, frames, covers, and subsurface structures shall be capable of supporting a live load of 150 pounds per square foot. 1.2 SUBMITTALS A. Submit to the ENGINEER, as provided in the General Conditions, shop drawings showing details of construction, reinforcing and joints. B. Shop Drawings 1. Content a. Dimensions and finishes b. Estimated camber Section 034100 COLLIER COUNTY PRECAST CONCRETE STRUCTURES TECHNICAL SPECIFICATIONS Page 1 of 7 Gp,O c. Reinforcing and connection details d. Anchors e. Lifting and erection inserts f. Other items cast into members 2. Show location of unit by same identification mark placed on member. 3. Include design calculations. C. Manufacturer's Literature: Manufacturer's recommended installation instructions. D. Manufacturer's certificates of material conformance with specifications. E. Test Reports: Reports of tests on concrete. F. Testing 1. Manholes and Valve Vaults: Four (4) concrete test cylinders shall be taken for every 50 cubic yards (cu. yds) for each type of precast structure. 2. Pump Stations: Four (4) concrete test cylinders shall be taken for each pump station wet well. Four (4) concrete test cylinders shall be taken for each pump station's top and bottom slabs. 3. Certification: The supplier shall provide the certified results of testing (7 day, 28 day) for the test cylinders stated herein. Random test cylinders may be taken at any time by the ENGINEER at the COUNTY's expense. 1.3 INSPECTION A. The quality of all materials, the process of manufacture, and the finished sections shall be subject to inspection and approval by the ENGINEER, or the County Manager or designee. Such inspection may be made at the place of manufacture, or at the site after delivery, or at both places, and the sections shall be subject to rejection at any time on account of failure to meet any of the Specification requirements; even though sample sections may have been accepted as satisfactory at the place of manufacture. Sections rejected after delivery to the job shall be marked for identification and shall be removed from the job at once. All sections which have been damaged after delivery will be rejected, and if already installed, shall be repaired, if permitted and accepted by ENGINEER, or removed and replaced, entirely at the CONTRACTOR's expense. B. At the time of inspection, the sections will be carefully examined for compliance with ASTM C478 designation and these Specifications, and with the approved Section 034100 COLLIER COUNTY PRECAST CONCRETE STRUCTURES TECHNICAL SPECIFICATIONS Page 2 of 7 Gp,O manufacturer's drawings. All sections shall be inspected for general appearance, dimension, "scratch-strength", blisters, cracks, roughness, soundness, etc. The surface shall be dense and close-textured. C. Imperfections may be repaired, subject to the approval of the ENGINEER, after demonstration by the manufacturer that strong and permanent repairs result. Repairs shall be carefully inspected before final approval. Cement mortar used for repairs shall have a minimum compressive strength of 4,000 psi at the end of 7 days and 5,000 psi at the end of 28 days, Epoxy mortar may be utilized for repairs subject to the approval of the ENGINEER. PART 2 PRODUCTS 2.1 PRECAST CONCRETE WET WELLS AND VALVE VAULTS A. Precast submersible pump station wet wells shall consist of precast base, precast wet well sections, and top cover slab. Precast valve vaults shall consist of precast base, sidewalls and top slab. Concrete shall be air entrained at the time of delivery and shall have a minimum compressive strength of 4,000 psi at the end of 28 days. B. Joints between precast concrete sections shall be set by plastic shims and fitted with non-metallic non-shrink grout as shown on the drawings. C. The top slab sections shall be fitted with watertight hatches. The frames and covers will be sized for the openings shown on the drawings. D. The various precast sections should have the inside dimensions and minimum thickness of concrete as indicated on the drawings. All precast and cast-in-place concrete members shall conform to the Building Code Requirements for Reinforced Concrete ACI 318. E. A vent pipe shall be furnished and installed as shown on the drawings. F. Fillets shall be provided and installed in the wet wells as shown on the drawings. G. Precast structures shall be constructed to the dimensions as shown on the drawings and as specified in these Specifications. H. Type II cement shall be used except as otherwise approved. I. The date of manufacture and the name or trademark of the manufacturer shall be clearly marked on the inside of each precast section. J. Sections shall be cured by an approved method and shall not be shipped until the minimum 7-day compressive strength has been attained. Section 034100 COLLIER COUNTY PRECAST CONCRETE STRUCTURES TECHNICAL SPECIFICATIONS Page 3 of 7 PR O K. Each pre-cast section manufactured in accordance with the drawings shall be clearly marked to indicate the intended pump station installation location. The CONTRACTOR shall be responsible for the installation of the correct pre-cast sections in their designated pump station locations. L. Paint all exterior surfaces with two coats of coal tar bitumastic, each coat to be 9 mils each. All interior surfaces of valve vaults shall be coated with two coats of coal tar epoxy (9 mils each). 2.2 PRECAST CONCRETE SECTIONS FOR CIRCULAR WET WELLS A. Wet wells shall meet the requirements of ASTM C478, Specification for Precast Reinforced Concrete Manhole Sections, with the exclusion of Section 10(a), except as modified herein. Cement shall meet the requirements of ASTM C150-74, Specification for Portland Cement, Type II. Concrete shall meet the minimum requirement for 4000 psi concrete. Minimum wall thickness shall be 8 inches or 1/8 the inside manhole diameter as shown, whichever is greater. The required minimum strength of concrete shall be confirmed by making and testing three standard cylinders at seven days. Rings shall be custom made with openings to meet indicated pipe alignment conditions and invert elevations. Submit shop drawings, consisting of manufacturers' standard details of various sections for approval prior to placing order for wet wells. Drawings of individual wet wells showing invert elevations, pipe sizes and similar details will not be required. B. Joints Form joint contact surfaces with machined castings. Surfaces shall be exactly parallel with nominal 1/16 inch clearing and the tongue equipped with a proper recess for the installation of an 0-ring rubber gasket. Gaskets shall meet the requirements of Specification for Joint for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets. "RAM-NEK" sealing compound conforming to Federal Specification SSS-00210 (GSA-FSS), Sealing Compound, Preformed Plastic, for Expansion Joints and Pipe Joints may be used in lieu of 0-ring rubber gaskets. If joints are sealed with "RAM-NEK" sealing compound the recess in the tongue for an 0-ring gasket may be omitted. C. Wet Well Liners and Coatings Coat or line (see internal protection on County Approved Product List, Appendix F) the interior of all wet wells. Furnish, install, test and inspect liners and coating in accordance with manufacturer's recommendations, and in accordance with Section 099723 "Concrete Coatings". Extend coating and liner and seal onto wet well hatch frame, around pipe openings and other protrusions to prevent contact of wet well surface Section 034100 COLLIER COUNTY PRECAST CONCRETE STRUCTURES TECHNICAL SPECIFICATIONS Page 4 of 7 CQO with corrosive sewer gases. Provide factory or field applied bituminous or epoxy sealer exterior coatings. If exterior coating is factory applied, CONTRACTOR shall provide field touch-up as required. D. STEEL REINFORCED POLYMER CONCRETE STRUCTURES As an alternative to the concrete coatings and linings described above, steel reinforced polymer concrete structures may be furnished and installed for pump station wet wells. All steel reinforced polymer concrete structures shall be supplied by a qualified company with a minimum of 5 years' experience manufacturing polymer concrete. All steel reinforced polymer concrete structures shall be manufactured and installed in accordance with the applicable requirements of ASTM C76, C478, C443, D6783, C33, C267, A82, A165, A496, A497, A615, and A615M. 2.3 PIPE CONNECTIONS AT STRUCTURES A. Where pipes are to extend into or through structures from the exterior, provide flexible connections (mechanical or push-on type joints) at the exterior wall face. B. For pipes passing through structural walls, install wall pipes with water stops where the location is below the surface of the ground or at any point where fluid levels will exceed that elevation. Neoprene sleeves with watertight caulking and 316 Series SS stainless steel clamps will be suitable at other locations. C. All of the following conditions apply to any proposed pipe penetration into an existing sanitary manhole: 1. The opening for the penetration must be core bored and fitted with a neoprene sleeve as specified above. 2. The core boring or penetration shall not affect a structural joint, and the boring edge must be no closer than six inches to an existing structural joint. 3. The proposed piping within the manhole must comply with all other provisions of these Utilities Standards. 4. Connections requiring drop pipes shall be constructed in accordance with these Utilities Standards and shall require two penetrations. 5. The existing manhole flume or invert must be modified as required to accept the discharge from the proposed pipe. 6. The interior lining of the existing structure including flume or invert shall be repaired by an approved applicator for the lining system. Section 034100 COLLIER COUNTY PRECAST CONCRETE STRUCTURES TECHNICAL SPECIFICATIONS Page 5 of 7rC 7. Any damage to the exterior coating of the existing structure shall be repaired with two coats of coal tar epoxy (9 mils each) in accordance with the manufacturer's recommendations. PART 3 EXECUTION 3.1 INSTALLATION A. Control ground water to provide firm, dry subgrade for the structure, and prevent water rising on new poured in place concrete or grouted joint sections within 24 hours after placing. Guard against flotation or other damage resulting from ground water or flooding. B. Place a 12-inch layer (minimum thickness) of crushed stone or shell as specified under Section 312323 as a foundation for the wet well base slabs, valve pits, and meter pits. C. Provide backfill material around the wet well and above the pipe bedding as specified in Section 312323. D. Precast bases, conforming to all requirements of ASTM C478 and above listed requirements for precast sections, may be used. Set the base in place on a thoroughly compacted crushed stone sub-base and adjust grade for the correct structure elevation. E. Do not set the station into the excavation until the installation procedure and excavation have been approved by the County Manager or designee. F. The base may be cast-in-place concrete as specified in Division 3, placed on a thoroughly compacted crushed stone sub-base. Shape the tops of the cast-in-place bases to mate with the precast barrel section, and adjust in grade so that the top slab section is at the approximately correct elevation. G. Set the precast concrete structure sections so as to be vertical and with sections in true alignment with a 3 inch maximum tolerance to be allowed. Fill the outside and inside joint with a non-shrink grout and finish flush with the adjoining surfaces. Allow joints to set for 24 hours before backfilling. Backfill in a careful manner, bringing the fill up evenly on all sides. If leaks appear in the structures, caulk the inside joints with lead wool to the satisfaction of the ENGINEER. Install the precast sections in a manner that will result in a watertight joint. H. Plug holes in the concrete sections required for handling or other purposes with a non-shrinking grout or by grout in combination with concrete plugs. Section 034100 COLLIER COUNTY PRECAST CONCRETE STRUCTURES TECHNICAL SPECIFICATIONS Page 6 of 7 -;�0 SECTION 055600 METAL CASTINGS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Miscellaneous ferrous and nonferrous castings. 1. This classification includes wheel guards, valve boxes, manhole frames and covers, manhole steps, stop plank grooves, brackets and supports for piping and gutter inlets, floor drains, cleanouts and special malleable iron castings and inserts. 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. ASTM A 27/A27M - Specification for Steel Castings, Carbon for General Applications 2. ASTM A 47 - Specification for Ferric Malleable Iron Castings 3. ASTM A 48 - Specifications for Gray Cast Iron Castings 4. ASTM A 148/A148M - Specifications for Steel Castings 5. ASTM A 536 - Specifications for Ductile Iron Castings 6. ASTM B 26/B26M - Aluminum 7. ASTM B 148 - Aluminum Bronze Sand Castings 8. ASTM B 584 - Manganese Bronze PART 2 PRODUCTS 2.1 WORKMANSHIP A. Provide castings accurately made to the approved dimensions, and plane or grind castings where marked or where otherwise necessary to secure flat and true surfaces. Make allowance in the patterns so that the specified thickness is not re- duced. Provide manhole covers which conform to the details shown and which are true and seat at all points. Supply castings showing the name of the manufacturer and the country of manufacture. No plugging or welding of defective castings will be permitted. Section 055600 COLLIER COUNTY METAL CASTINGS TECHNICAL SPECIFICATIONS Page 1 of 2 r) GP 2.2 WEIGHTS A. Reject castings with a weight which is less than the theoretical weight based on required dimensions by more than 5 percent. Provide facilities at the site for weighing castings in the presence of the ENGINEER, or furnish invoices showing true weights, certified by the supplier. PART 3 EXECUTION 3.1 INSTALLATION A. Erect all castings to accurate grades and alignment, and when placing in concrete carefully support castings to prevent movement during concreting. 3.2 PAINTING A. Deliver all manhole castings to the job site unpainted. If painting is specified, clean metal castings thoroughly before painting. Give manhole frames and covers and valve boxes one coat of primer and two coats of an approved asphaltum varnish or other approved coating at the point of manufacture. Paint all other castings as specified in the Collier County Standard Details. END OF SECTION Section 055600 COLLIER COUNTY METAL CASTINGS TECHNICAL SPECIFICATIONS Page 2 of 2 GPp SECTION 099723 CONCRETE COATINGS PART 1 SEWPERCOAT LINING SYSTEM / IET COATING SYSTEM / RAVEN 405 LINING SYSTEM 1.1 SCOPE OF WORK A. This section provides details for furnishing and installing the SewperCoat lining system where shown on the drawings for protection of concrete structures against hydrogen sulfide corrosion. Perform installation by workers experienced in the application of the lining system to be used. B. This section provides details for furnishing and installing the Integrated Environmental Technologies (IET) coating system where shown on the drawings for protection of concrete structures against hydrogen sulfide corrosion. Perform installation by workers experienced in the application of the coating to be used. C. This section provides details for furnishing and installing the Raven 405 coating system where shown on the drawings for protection of concrete structures against hydrogen sulfide corrosion. Perform installation by workers experienced in the application of the coating system to be used. D. For sanitary sewer wet wells and manholes, steel reinforced polymer concrete structures may be provided in lieu of concrete coatings and linings as described in this section. See Sections 034100 and 333913 for further details and requirements. PART 2 PRODUCTS 2.1 SEWPERCOAT LINING SYSTEM A. The SewperCoat (calcium aluminate) lining system shall be as manufactured by Lafarge Calcium Aluminates, Chesapeake, VA. B. Pure-fused Calcium Aluminate Cement Lining: The cement lining material shall be a pure fused calcium aluminate mortar with pure fused calcium aluminate aggregate equal to SewperCoat as manufactured by Lafarge Calcium Aluminates, Inc. The material shall be spray applied in accordance with the manufacturer's specifications. 1. The material shall be packaged from the manufacturer so as not to require field mixing of mortar and aggregate to obtain recommended composition. 2. The material shall form a mechanical and chemical bond to the wetwell surface with zero shrinkage. The material shall have a minimum 28-day compressive strength of 9000 psi. Section 099723 COLLIER COUNTY CONCRETE CCOA ING7 _,,C TECHNICAL SPECIFICATIONS Page 1 of 3. The material shall be suitable for use in a severe hydrogen sulfide (H2S) environment. 4. Provide documentation that the material has a minimum 5-year history in the reconstruction of sanitary sewer structures. 2.2 IET COATING SYSTEM A. The IET Coating System shall be as manufactured by Integrated Environmental Technologies, Santa Barbara, CA. B. Polymorphic Resin shall be a 100% solids, two-component, highly modified polyester resin system, exhibiting no adhesion-interfering shrinkage upon curing. Resin shall cure rapidly within fifteen minutes to one hour without the use of heat or cooling at surface temperatures ranging from —30 degrees Fahrenheit to over +150 degrees. Excellent resistance to a broad range of corrosive chemicals, including sulfuric acid created by hydrogen sulfide gas as well as other chemicals typically found in sanitary sewers, and impact and abrasion attack shall be provided. 2.3 RAVEN 405 COATING SYSTEM A. The RAVEN 405 coating system shall be as manufactured by Raven Lining Systems, Broken Arrow, OK. B. Raven 405 coating shall be 100% solids, solvent-free ultra high-build epoxy system exhibiting the following characteristics: 1. Product Type: amine cured epoxy 2. VOC Content (ASTM D2584): 0% 3. Compressive Strength, (ASTM D695): 18,000 psi 4. Tensile Strength, (ASTM D638): 7,600 psi 5. Flexural Modulus, (ASTM D790): 700,000 psi 6. Adhesion to Concrete, (ASTM D4541/7234): >200 psi with substrate (concrete) failure 7. Chemical Resistance (ASTM D543/G20) immersion service for: a. Municipal sanitary sewer environment b. Sulfuric Acid, 30% c. Sodium Hydroxide, 10% Section 099723 COLLIER COUNTY CONCRETE COATINGS TECHNICAL SPECIFICATIONS Page 2 of 7 C,P° d. Sodium Hypochlorite, 3% 8. Successful Pass: Sanitation District of L.A. County Coating Evaluation Study and SSPWC 210.2.3.3 (Greenbook "Pickle Jar" Chemical Resistance test) 2.4 STEEL REINFORCED POLYMER CONCRETE STRUCTURES A. As an alternative to the concrete coatings and linings described above, steel reinforced polymer concrete structures may be furnished and installed. All steel reinforced polymer concrete structures shall be supplied by a qualified company with a minimum of 5 years' experience manufacturing polymer concrete. B. All steel reinforced polymer concrete structures shall be manufactured and installed in accordance with the applicable requirements of ASTM C76, C478, C443, D6783, C33, C267, A82, A165, A496, A497, A615, and A615M. C. Approved manufacturers: See County Approved Product List, Appendix F. PART 3 EXECUTION 3.1 SEWPERCOAT LINING A. Plug or bypass all pipes in service before any work is started on the structure. No debris is to be flushed down the line. B. Anyone entering the structure must conform to all OSHA requirements for"Confined Space Entry" equipment and permitting. C. Prepare surface in accordance with the requirements of SewperCoat Data Sheets on Concrete Preparation. Interior surfaces of wetwell shall be sound, porous, dry, and free of dust, dirt, oil, grease and other contaminants prior to application of lining. D. Interior surface of structure must be abrasive-blasted to remove all loose patching, old coatings and any contamination in the concrete. Do not use silica sand. 1. Abrasive-blast "new" structures to remove all oils and patch mud, and to open pinholes and expose aggregate. 2. Abrasive-blast "rehab" structures to remove all loose patching, old coatings, and any contamination that penetrated the concrete. The finished interior of the structure shall be gray. Coat the exposed invert/floor also. Where there is severe deterioration of the mortar, place new concrete to match the original interior dimensions after abrasive blasting and removal of all loose material and by-products of corrosion. Restore invert/floor to the original elevation. 3. Vacuum to remove all abrasives and debris. Section 099723 COLLIER COUNTY CONCRETE COATINGS TECHNICAL SPECIFICATIONS Page 3 of 7 o 4. Condition of the wetwell may require the use of a 10% solution of hydrochloric (muriatic) acid over all surfaces or the use of a detergent. If an acid or detergent solution is used, the surface shall be thoroughly rinsed and neutralized prior to the installation of the liner system. E. Repair all leaks by injecting grout using Avanti Multi-grout AV-202 or equivalent. Hydraulic cement shall not be used to stop any water leaks. F. Spray Application: Mix and apply the pure fused calcium aluminate cement liner system in strict accordance with the manufacturer's written instructions using only manufacturers approved equipment. This includes the preparation, installation, curing and finish operation required for the completion of the process. 1. Wet gun: Spray the material directly to the damp wetwell surface in a two-coat application. Trowel the material smooth after each coat, completely covering the interior surface of the wetwell from the frame to the invert with a minimum thickness of 1 inch. Apply a "brushed"finish to the second coat after troweling. 2. Dry Gun: Spray the material directly to the damp wetwell surface in a one-coat application. Trowel the material smooth after the application, completely covering the interior surface of the wetwell from the frame to the invert with a minimum thickness of 1 inch. Apply a "brushed" finish after troweling. G. Curing: The material shall cure in strict accordance with the manufacturer's recommendations and instructions. H. Inspect lining system for holidays (i.e., discontinuity), cracks and pinholes. Take particular care to check lining over brick, block, heavy spalled surfaces, and other very rough surfaces and locate holes in the lining caused by voids in bricks, block, concrete and structure joints. Fill voids and holidays in accordance with the lining system manufacturer's instructions. I. Provide a five (5) year unlimited warranty on all workmanship and products. The work includes the surface preparation and application of the SewperCoat lining system, and shall protect the structure for at least five (5) years from all leaks, and from failure due to corrosion from exposure to corrosive gases such as hydrogen sulfide. 3.2 IET COATING A. Plug or bypass all pipes in service before any work is started on the structure. No debris is to be flushed down the line. B. Anyone entering the structure must conform to all OSHA requirements for"Confined Space Entry" equipment and permitting. Section 099723 COLLIER COUNTY CONCRETE COATINGS TECHNICAL SPECIFICATIONS Page 4 of 7 O GQ' C. Prepare surface in accordance with the requirements of IET Systems Data Sheets on Concrete Preparation. Interior surfaces of manhole shall be sound, porous, dry, and free of dust, dirt, oil, grease and other contaminants prior to application of lining. D. Dry abrasive-blast Interior surface of structure to remove all loose patching, old coatings and any contamination in the concrete. Do not use silica sand. 1. Dry abrasive-blast "new" structures to remove all oils and patch mud, and to open pin holes and expose aggregate. 2. Dry abrasive-blast "rehab" structures to remove all loose patching, old coatings, and any contamination that penetrated the concrete. The finished interior of the structure shall be gray. Coat the exposed invert/floor also. Where there is severe deterioration of the mortar, place new concrete to match the original interior dimensions after abrasive blasting and removal of all loose material and by-products of corrosion. Restore invert/floor to the original elevation. 3. Vacuum to remove all abrasives and debris. E. Repair all leaks by injecting grout using Avanti Multi-grout AV-202 or equivalent. Hydraulic cement shall not be used to stop any water leaks. F. Clean and remove dust material with pressure washing for maximum adhesion. Blow dry concrete at 250 cfm with 120 psi. G. Apply IET Systems Coating by the use of the IET Systems Spray Unit and IET Systems Spincaster. Apply IET coating at least three different intervals — prime coat, intermediate coat and finish coat, per IET Systems manufacturer instructions and specifications. The total thickness of the IET coating shall be at least 125 mils. H. Inspect lining system for holidays, cracks and pinholes. Take particular care to check lining over brick, block, heavy spalled surfaces, and other very rough surfaces and locate holes in the lining caused by voids in bricks, block, concrete and structure joints. Fill voids and holidays in accordance with the lining system manufacturer's instructions. I. Provide a five (5) year unlimited warranty on all workmanship and products. The work includes the surface preparation and application of the IET coating system, and shall protect the structure for at least five (5) years from all leaks, and from failure due to corrosion from exposure to corrosive gases such as hydrogen sulfide. 3.3 RAVEN 405 COATING A. Plug or bypass all pipes in service before any work is started on the structure. No debris is to be flushed down the line. B. Anyone entering the structure must conform to all OSHA requirements for"Confined Space Entry" equipment and permitting. Section 099723 COLLIER COUNTY CONCRETE COATINGS TECHNICAL SPECIFICATIONS Page 5 of 7 C. Prepare surface in accordance with the requirements of Raven Data Sheets on Concrete Preparation. Interior surfaces of structure shall be sound, porous, dry, and free of dust, dirt, oil, grease and other contaminants prior to application of lining. D. Dry abrasive-blast Interior surface of structure to remove all loose patching, old coatings and any contamination in the concrete. Do not use silica sand. 1. Dry abrasive-blast "new" structures to remove all oils and patch mud, and to open pin holes and expose aggregate. 2. Dry abrasive-blast "rehab" structures to remove all loose patching, old coatings, and any contamination that penetrated the concrete. 3. Vacuum to remove all abrasives and debris. E. New Portland concrete structures shall have a minimum of 28 days cure since manufacture prior to commencing coating installation. F. Offset structural components, lids, covers, frames, etc. shall be repaired, replaced, or reset prior to the commencement of surface preparation. G. Concrete and/or mortar damaged by corrosion, chemical attack or other means of degradation shall be removed so that sound substrate remains. H. In conditions where severe chemical/microbiological attack is present the prepared substrate shall exhibit a pH of 8-12. Additional cleaning and/or contaminated substrate removal may be required to achieve the specified pH level. 1. Prior to the application of the coating product repairs shall be completed to ensure the following: 2. All inflow and infiltration shall be eliminated by use of appropriate repair material(s), such as hydraulic cements and/or chemical grouts as described in Section 2.2. 3. All repairs to joints, pipe seals, steps, mechanical penetrations, benches, inverts, pipes or other appurtenances to be coated shall be completed and repaired surfaces prepared according to this section. 4. Benches or other horizontal surfaces shall have adequate slope (1" rise per lineal foot minimum) to minimize the retention of debris following surcharge. 5. Inverts or flow channels shall be smooth without lips, rough edges or other features which may cause debris to collect; contoured to minimize turbulent flow; and be sloped to promote adequate flow from the inlet(s) to the outlet pipe. Section 099723 COLLIER COUNTY CONCRETE COATINGS TECHNICAL SPECIFICATIONS Page 6 of 7 0 6. All joints, pipe seals, steps or other penetrations shall be sealed against inflow, infiltration and exfiltration and be adequately filled, smoothed and contoured to promote monolithic coating application. Areas where reinforcing steel has been exposed shall be repaired in accordance with the Project Engineer's recommendations or at the minimum all exposed steel shall be prepared in accordance with Section 3.2 prior to coating with the coating product specified or other approved primer as specified by the coating product manufacturer. J. Coating shall be applied to a minimum dry film thickness of 80 mils to surface profiles of CSP-4 to CSP-5 or 125 mils minimum DFT to surface profiles of CSP-6 or greater and in rehabilitated structures. K. Subsequent top coating or additional coats of the coating product(s) shall occur within the products recoat window. Additional surface preparation procedures will be required if this recoat window is exceeded. L. Provide a five (5) year unlimited warranty on all workmanship and products. The work includes the surface preparation and application of the Raven 405t lining system, and shall protect the structure for at least five (5) years from all leaks, and from failure due to corrosion from exposure to corrosive gases such as hydrogen sulfide. END OF SECTION Section 099723 COLLIER COUNTY CONCRETE COATINGS TECHNICAL SPECIFICATIONS Page 7 of 7 GO P SECTION 221336 DIESEL BACKUP PUMP PART 1 GENERAL 1.1 SCOPE A. Requirements for providing a permanently installed automatically starting pump station back- up pumpset. 1.2 GENERAL A. The specifications herein state the minimum requirements of Collier County (the Owner). All bids must be regular in every respect. Unauthorized conditions, limitations, or provisions shall be cause for rejection. The Owner may consider as "irregular" or "non-responsive", any bid not prepared and submitted in accordance with the bid documents and specification, or any bid lacking sufficient technical literature to enable the Owner to make a reasonable determination of compliance to the specification. It shall be the bidder's responsibility to carefully examine each item of the specification. Failure to offer a completed bid or failure to respond to each section of the technical specification (exception yes or no) will cause the proposal to be rejected, without review, as "non-responsive". All variances, exceptions, and/or deviations shall be fully described in the appropriate section. Deceit in responding to the specification will be cause for rejection. B. INTERPRETATIONS: In order to be fair to all bidders, no oral interpretations will be given to any bidder as to the meaning of the specifications documents or any part thereof. Every request for each a consideration shall be made in writing to the Owner. Based upon such inquiry, the Owner may choose to issue an Addendum in accordance with local public contract laws. C. GENERAL SPECIFICATIONS: Units described shall be new, unused, and of the current year's production. The style of pump being bid must be in production for a minimum of 5 years (include users list). Unit shall be of the latest design and in current production completely serviced, ready for work and shall include all standard and optional equipment as specified herein. All bidders must have demonstrated the unit they are bidding, prior to bid date. D. Bidders must have a fully stocked parts and service facility within 50 miles of the project site. The Owner shall have the right to inspect the office and shall be the sole judge of its adequacy to fulfill this requirement. E. Bidders, on request of the Owner, must be prepared to review their specifications with the Owner and must, if requested, also be prepared to provide a unit for tangible evaluation purposes only. These services, if needed, are considered as part of the bidder's proposal Section 221336 COLLIER COUNTY DIESEL BACKUP PUMPS TECHNICAL SPECIFICATIONS Page 1 of 10 and will be provided without cost or obligation to the Owner. 1.3 SYSTEM DESCRIPTION A. The pumpset specified in this section will be used to pump wastewater from a Collier County pumping station (PS). B. Pump shall be fitted with a fully automatic priming system capable of repeated priming from a completely dry pump casing. C. The complete pump set shall be supplied by the pump manufacturer. D. The pump offered shall be the manufacturer's standard production model. It shall have been in continuous use by municipal and industrial owners for a minimum of five years. A list of five user contacts including contact names and telephone numbers shall be provided with the bid submittal. Failure to supply a verifiable users list will be cause for rejection of the bid. 1.4 DESIGN REQUIREMENTS 1.4.1 All design requirements listed below must be clearly displayed on performance pump curves. These performance pump curves shall be based on testing standards established by the hydraulic institute. DESIGN REQUIREMENTS OPERATING SPEED (MAXIMUM) (RPM) MAXIMUM SOLIDS HANDLING SIZE (INCHES) IMPELLER DIAMETER (INCHES) SUCTION SIZE (INCHES) DISCHARGE SIZE (INCHES) PRIMARY DUTY POINT (GPM @ TDH) MAXIMUM SUCTION LIFT AT PRIMARY DUTY POINT (FEET) MINUMUM EFFICENCY AT MAX DUTY POINT SECOND DUTY POINT (GPM @ TDH) MAXIMUM SUCTION LIFT AT SECOND DUTY POINT (FEET) MIMIMUM EFICENCY AT SECOND DUTY POINT 1.5 REFERENCES 1. ANSI B16.1 - Standard for Cast Iron Pipe Flanges and Flanged Fittings. PART 2 PRODUCTS Section 221336 COLLIER COUNTY DIESEL BACKUP PUMPS TECHNICAL SPECIFICATIONS Page 2 of 10 2.1 PRE-APPROVED ACCEPTABLE MANUFACTURERS: 1. GODWIN PUMPS OF AMERICA 2. THOMPSON PUMP & MANUFACTURING CO, INC. A. All manufacturers shall be ISO 9001: 2008 certified. Certificates shall be made available to Collier County upon request. Bids will be accepted for consideration on any make and model that meets the requirements of the project specifications, as interpreted by the Owner. If a product proposed does not meet the requirements of this specification, the Contractor shall provide a unit which does, at no additional cost to the Owner. The Owner shall have the final decision on which products do and which products do not meet the project specifications. 2.2 EQUIPMENT A. PUMPS: The pumps used in the diesel backup pump system shall be supplied directly by the manufacturer, not by a distributor. The pump itself and the diesel backup pump system as a whole shall come from a single manufacturer. "Packagers" of systems which incorporate pumps from a separate manufacturer to fabricate diesel backup pump systems shall not be allowed. B. CASING, SUCTION COVER, SEPARATION TANK: Pump castings shall be cast iron or ductile iron with a minimum pressure rating of 100 psi. The pump casing shall be constructed so that the suction flow path is in axial alignment with the impeller eye. There shall be no turns, chambers, obstructions or straightening vanes between the suction line and the impeller. The pump casing shall be complete with a removable port for inspecting impeller/cut water area. C. IMPELLERS: The pump impeller shall meet the criteria of one of the following: 1. An open, three-bladed, (or 2-bladed) non-clog type with pump-out vanes on the back shroud and fabricated from hardened cast- chromium steel construction (or other material to meet minimum Brinell Hardness 340 HB). 2. A high efficiency non-clog type, 2-vane, enclosed design with full front and rear shrouds, containing back pumpout vanes, constructed of high grade 65-45-12 ductile iron and capable of passing a 3" spherical solid. D. WEARPLATES/WEAR RINGS: Shall be fully be replaceable, fabricated of cast iron. Wear plate/wear ring clearances shall have no relationship to the ability of the pump to achieve a prime. E. BEARINGS AND SHAFTS: Pump shall be fitted with a bearing bracket to contain the shaft and bearings. Bearings shall be tapered roller bearings of adequate size to withstand imposed loads for sustained pumping at maximum duty points. Minimum ISO Lio bearing life to be 100,000 hours. Impeller shafts shall be fabricated of high strength alloy steel, accurately machined, polished, and of sufficient size to transmit full driver output without excessive flexing or stress. Section 221336 COLLIER COUNTY DIESEL BACKUP PUMPS TECHNICAL SPECIFICATIONS Page 3 of 10 Gp,0 F. SEALS: Pump shall be capable of running dry, with no damage, for periods up to twenty-four hours. The pump seals shall be the requirements of one of the following: 1. Seal shall be high pressure, mechanical self-adjusting type with silicon carbide faces capable of withstanding suction pressures to 87 psi. The mechanical seal shall be cooled and lubricated in an oil bath reservoir, requiring no maintenance or adjustment. All metal parts shall be of stainless steel. Elastomers shall be Viton. 2. Pump seal shall be an inside-mounted, self-cleaning John Crane type 2 component style mechanical seal with tungsten carbide rotating and silicon carbide stationary faces with Viton elastomers and stainless steel spring and hardware. G. PUMP SUCTION AND DISCHARGE FLANGES: Shall be cast iron ANSI (B16.1) Class 150, raised faced. H. PUMP GASKETS: Shall be compressed fiber and/or Teflon. I. PUMP 0 RINGS: Shall be Buna-N. J. PRIMING SYSTEM: Pump shall be fitted with a fully automatic priming system incorporating a air compressor, venturi (with lifetime warranty), priming chamber, and discharge check valve assembly. The compressor shall be installed on the engine auxiliary drive and shall be gear driven, lubricated and cooled from the engine. Installed system design shall prevent any carryover of the pumping fluid onto the ground. Priming system may require additional drainage pipelines to be constructed to re-circulate pumping fluid back to sump area. The pump must be capable of running totally dry for periods up to 24 hours, then re-priming and returning to normal pumping volumes. Pump and priming system is capable of priming the pump from a completely dry pump casing. The pump shall be capable of static suction lifts to 28 vertical feet, at sea level. It shall also be capable of operation using extended suction lines, and pump shall be capable of priming and re-priming without any user intervention. Equipment acceptance shall be contingent upon the pump's ability to run continuously at full speed in a completely dry condition. The engineer may require a demonstration. Priming systems that incorporate the use of a positive displacement diaphragms OR oil-cooled vacuum pumps will not be accepted. K. CHECK VALVE: The priming system shall include a discharge check valve to prevent pulling air through the discharge line during priming and prevent in-line return of flow when the pump is shut off. Non-return check valve shall be constructed of cast iron with Nitrile rubber and shall be field replaceable. Check valve shall be vacuum-tested by the factory, and test results shall be provided. L. DRIVE UNIT: The drive unit shall be a diesel water-cooled engine. The engine shall drive the pump by use of direct-connected intermediate drive plate. Starter shall be twelve-volt electric. Low oil pressure safety shutdown, high temperature shutdown, tachometer, and hour-meter shall be integrated into engine control panel. Battery shall have 180-amp hour rating. A certified continuous-duty engine curve shall be supplied to the owner/engineer. Section 221336 COLLIER COUNTY DIESEL BACKUP PUMPS TECHNICAL SPECIFICATIONS Page 4 of 10 0,0 M. GOVERNOR: Governor shall be an electronic or mechanical type. Engine speed shall be adjustable to operate the pump between maximum and minimum design operation speeds in manual mode. See section 2.3 for Automatic mode. N. FUEL SOURCE: Integral skid fuel tank capacity shall be sufficient to provide at least seventy- two (72) hours of continuous operation at full load. The minimum tank size shall be 150 gallons and the maximum tank size shall be 550 gallons. The engine shall be capable of operating satisfactorily on a commercial grade of distilled No. 2 fuel oil. O. EXHAUST: Exhaust system shall include a hospital grade muffler housed in a separate chamber within the enclosure. All exhaust piping and manifolds shall be encased in fitted acoustic blankets. They shall be constructed of high-density fiberglass material with waterproof jacketing. P. SOUND ATTENUATED ENCLOSURE: The entire unit including the pump and engine shall be completely enclosed in a lockable enclosure. The enclosure shall be constructed with a modular galvanized steel frame and galvaneel panels. Acoustical material shall be installed as required to reduce pump and engine noise. Maximum sound ratings for specific pump sizes are shown in the table below. These sounds rating shall be the maximum dBA rating measured at 7 meters @ both duty points specified. Pump Outlet Size Maximum Sound Rating Allowed 4" 68 dBA 6" 70 dBA 8" 72 dBA 10" 72 dBA 12" 72 dBA Q. Units not meeting this requirement shall not be considered. The enclosure shall be removable for easy access to the engine / pump for maintenance and repair. The enclosure doors shall all be equipped with latches that are keyed alike. For maintenance and service needs, the enclosure sides shall have hinged doors for quick access to the engine oil fill, fuel fill port, oil dipstick, and filters. The enclosure shall be coated in epoxy based primer and paint to a total dry film thickness of 5 mils. R. UL LISTED SKID BASE 1. The pump base tank shall be a UL-142 approved double wall design constructed in accordance with Flammable and Combustible Liquids Code, NFPA 30; The Standard for Installation and use of Stationary Combustible Engine and Gas Turbines, NFPA 37; and The Standard for Emergency and Standby Power Systems, NFPA 110. Pumps installed within 25 feet of a building shall be equipped with UL-2085 fire resistant fuel tanks. All fuel tanks shall comply with the requirements set forth by Collier County Pollution Control. 2. The tank design shall be a Closed Top Dike Pump Base Tank. It shall be of double Section 221336 COLLIER COUNTY DIESEL BACKUP PUMPS TECHNICAL SPECIFICATIONS Page 5 of 10 4 wall construction having a primary tank to contain the diesel fuel, held within another tank or dike, which is intended to collect and contain any accidental leakage from the primary fuel tank. The completed base tank assembly is to incorporate pump mounting locations and must be able to support four times the rated load. 3. The primary tank shall be designed to withstand normal and emergency internal pressures and external loads. It shall be capable of withstanding internal air pressures of 3 to 5 psig without showing signs of excessive or permanent distortion and 25 psig hydrostatic pressures without evidence of rupture or leakage. 4. The primary and secondary tanks or dike shall have venting provisions to prevent the development of vacuum or pressure capable of distorting them as a result of the atmospheric temperature changes or while emptying or filling. The vent shall also permit the relief of internal pressures caused by exposure to fires. The vent size shall be determined by using the calculated wetted surface area in square feet (the top is excluded) in conjunction with venting capacity table 10.1of UL-142. The tank's vent shall also be equipped with a coupling device and shall be located to facilitate connection to a vent piping system. The dike's vent may be an opening for venting directly to the atmosphere and protection from the entrance of natural elements or debris shall be provided. 5. The primary and outer tanks are to be constructed of 304 stainless steel, 7 gauge minimum. Internal baffles or reinforcement plates shall be located on a maximum of 24 inch centers in tanks up to 60 inch width and on a maximum of 19.5 inch centers in tanks over 60 inch width. At least one baffle shall separate the fuel suction pipe from the fuel return line. 6. The outer tank is to be constructed in a manner to be able to support four times the wet load of the pump and housing. The entire load is to be carried by the outer tank so no load or vibration stress is placed on the primary tank. If the pump base tank is wider than the pump set to be supported, structural rails are to be incorporated to span the width of the base tank so that the load is transferred to the side rails of the tank. Vertical reinforcements shall be welded to the outer sides of the secondary tank or dike at a maximum of 45 inch centers on tanks up to 30 inches high and on 24 inch centers on tanks greater than 30 inches high. At least one vertical reinforcement shall be positioned adjacent to each mounting hole location. Provide level monitoring and interstitial space leak monitoring. 7. Both primary and secondary tanks shall be fitted with the proper welded pipe fittings to accommodate the requirements for the fill port and normal and emergency venting. 8. The completed assembly is to be cleaned with a heated pressure wash followed by a chromium free post treatment to ensure proper paint adhesion. The tank assembly is to be painted with an epoxy ester primer and high quality polyurethane enamel with a minimum dry film thickness of 3.5 mils. 9. All tanks shall be tested in accordance with NFPA 30 TO INCLUDE ON SITE Section 221336 COLLIER COUNTY DIESEL BACKUP PUMPS TECHNICAL SPECIFICATIONS Page 6 of 10 Gp,O TIGHTNESS TESTING in accordance with NFPA 30 Section 21.5. This requirement shall not apply to portable trailer mounted diesel pumps. 10. Manufacturing and testing of this system shall be performed within the scope of Underwriters Laboratories, Inc. "Standard for Safety UL 142.", or UL 2085, as applicable. A UL label shall be permanently attached to the tank system showing the following information: i. The registered UL mark and the name: Underwriters Laboratories, Inc. ii. A control number and the word "listed" iii. The product's name as identified by Underwriters Laboratories Inc. iv. The serial number assigned by Underwriters Laboratories, Inc. v. Other manufacturer's information may also be included. S. PORTABLE TRAILER (FOR TRAILER MOUNTED UNITS ONLY): 1. The complete pump set shall be factory mounted on a highway trailer meeting NHTSA, DOT Part 571 standards 108, 119 and 120. 2. Trailers with loads of 5,000 pounds or less with fuel tank filled, shall have a flat bed, single axle, two 15-inch wheels with 6-ply tires. Axle ratings shall be a minimum of 5,000 pounds. i. Trailers with loads from 5,000 to 10,000 pounds with fuel tank filled, shall have a flat bed, 2-axle, four 15-inch or 16-inch wheels with 10-ply tires. Axle rating shall be a minimum of 10,000 pounds. ii. Trailers above shall have following accessories. Ring and pinta) hitch including safety chain and fasteners, electric brakes shall be provided on all wheels, and all required ICC lights such as tail, brake, direction signals, license holder and light, etc., shall be provided; jacks and sand shoes for front and rear corners shall be provided so that unit can be completely supported. iii. The diesel backup pump engine shall be balanced mounted on trailer. All necessary service and checkout of diesel backup pump set shall be performed prior to delivery. T. FACTORY PAINTING: Pump, engine, and base shall be shop primed and finish painted at the place of manufacturer. 2. 3 AUTOMATIC STARTING CONTROL SYSTEM A. The engine control panel shall be provided in a NEMA 3R enclosure mounted on rubber isolators to reduce vibration, equipped with a factory installed microprocessor-based controller designed to start/stop the engine at a signal supplied by high and low level floats or a 4-20 mA transducer. B. The control system shall be able to start/stop the engine a via a signal supplied by a primary level transducer and back-up high and low level floats for redundant automatic operation. Section 221336 COLLIER COUNTY DIESEL BACKUP PUMPS TECHNICAL SPECIFICATIONS Page 7 of 10 0,0 C. ENGINE / PUMP CONTROL SPECIFICATIONS 1. The engine shall be started, stopped, and controlled by a digital controller. The controller shall be weather proof enclosed, and contain an external weatherproof 12- position keypad accessible without the need to remove or open any protective cover or enclosure. It shall be designed to start/stop the engine based on relay contact closure provided by others. The controller shall provide the following functions without modification, factory recalibration, or change of chips or boards, by simply accessing the keypad: D. The keypad shall be a capacitive touch sensing system. No mechanical switches will be acceptable. The keypad shall operate in extreme temperatures, and maintain complete weather-tight sealing of the controller. E. In automatic mode, the unit shall conserve energy and go to "sleep". F. The controller shall function interchangeably from remote contact closure, as well as manual start/stop by selection at the keypad. No other equipment or hardware changes are required. G. The start function can be programmed to provide two separate functions each day for seven days (i.e. a start, exercise cycle on two separate days at different times and for a varying length of time all via the keypad). H. Manual-Automatic Button: 1. In Manual Mode, manual"Start" button starts engine and runs until"Stop" or"Off' button is depressed or an emergency shutdown occurs. 2. In Automatic Mode, start/stop sequencing is initiated by a signal from a digital input. I. The controller shall integrate the engine safety shut-off for low and high oil temperature, and provide over-speed protection. J. The controller shall include standard, field-adjustable parameters for engine cycle crank timer, and shutdown time delay. K. The controller shall have only one circuit board with eight built-in relays. Three (3) of the relays shall be programmable to output desired parameter on display and to be used as dry-contacts for communication with Collier County's SCADA system, all via the keypad without changing relays, chips, printed circuits, or any hardware or software. Relays will monitor the following: 1. Low Battery Charge 2. Low Fuel Level (Less than 25 gallons) 3. Diesel Pump Engine Start L. Standard components shall consist of one of the following set ups: Section 221336 COLLIER COUNTY DIESEL BACKUP PUMPS TECHNICAL SPECIFICATIONS Page 8 of 10 Gp,O 1. (24) Digital inputs, (7) analog inputs, (1) magnetic pick-up input, (8) 20-amp form "C" relays, (1) RS232 port, (1) RS485 port, (1) RS232/RS485 port, (1) J1939 port, and (1) 64X128 pixel full graphic LCD display with backlight. 2. (8) Digital inputs, (5) analog inputs, (8) digital outputs, (1) RS232 port, (1) RS485 port, (1) J1939 port, (76) selectable features, (32) alarm event history. M. The industrially-hardened Controller shall withstand vibration of 3 g, 3 axis, frequency swept 10-1000 Hz, in an operating temperature range of 4°to 176°F (-20°to 80°C) and an operating humidity range of 0-95% non-condensing. 2.4 OPTIONS A. FULLY AUTOMATIC TRICKLE CHARGER: The unit shall include a fully automatic trickle charger powered by 6-amps, 115 VAC. B. LIGHT: The unit shall include a single switch operated 12VDC light within the enclosure. C. FLOATS: The unit shall be supplied with one (1) float assembly including two (2) N/O floats which shall integrate with the engine control panel via a single multi-pin plug. D. LEVEL TRANSDUCER: The unit shall be supplied with (1) one Teflon diaphragm sewage compatible level transducer assembly including a single 4-20 mA level transducer with leveling guard (0-15 psig), which shall integrate with the engine control panel via a single multi-pin plug. E. AUTO THROTTLE: The unit/s shall include one (1) automatic throttle controller integrated into (2) relays in the electronic engine control panel. The auto-throttle control panel combination shall allow the pump to ramp up to the target RPM given a start command and ramp down to idle given a stop command via the 4-20 mA level transducer F. DC / AC INVERTOR: The unit/s shall include one (1) 12VDC to 110VAC volt single-phase inverter, 1750 watts, mounted inside enclosure, single 15-amp GFI outlet, and one (1) fusible link. PART 3 EXECUTION 3.1 MANUFACTURERS SERVICES A. The manufacturer shall furnish the services of a competent factory representative to do the following: 1. The complete pump set shall be factory tested according to ANSI/HI 1.6-.1994 by a certified quality technician. The pump shall be sound tested according to ISO 3744, ANSI/HI9.4 and CPB Sound Level Measurement Standard. 2. Instruct the Owner's operating personnel in the proper operation and maintenance of the Section 221336 COLLIER COUNTY DIESEL BACKUP PUMPS TECHNICAL SPECIFICATIONS Page 9 of 10 Gp,0 system for a period of not less than one-half day. 3.2 TOOLS AND SPARE PARTS A. The manufacturer shall furnish the following on delivery of the pumping system; 1. A recommended list of spare parts. 2. Two (2) replacement mechanical seals 3. An Operations and Maintenance manual for the pump and engine. 4. A fuel polishing system capable of below 1 micron filtration equipped with a fuel-water separator and 12V DC fuel pump rated at 40 GPH minimum. The system shall be a standard commercial or industrial off the shelf unit intended for portable use of diesel fuel polishing. The fuel polishing system shall include 6 spare filters and an operations and maintenance manuals. 3.3 WARRANTY A. The manufacturer shall furnish the following to the owner: 1. A copy of the engine manufacturer's parts and labor warranty. 2. A 3-year Parts and Labor Warranty issued by the manufacturer on the Diesel Pump System. This warranty must cover all pump parts. 3. The venturi shall have a minimum five (5) year warranty to include parts and labor. Section 221336 COLLIER COUNTY DIESEL BACKUP PUMPS TECHNICAL SPECIFICATIONS Page 10 of 10 GP SECTION 263213.13 STANDBY DIESEL GENERATORS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Extent of diesel generator set work as indicated by Drawings and Schedules, and is hereby defined to include, but not by way of limitation: 1. Diesel engine. 2. Electrical generator. 3. Engine starting system. 4. Batteries. 5. Instrument control panel. 6. Sound Attenuating Enclosure. 7. Sub-Base Fuel Tanks. 8. Exhaust silencer. 9. Wall thimble. 10. Additional accessories. 11. Automatic transfer switch (ATS). B. Types of generator sets required include: 1. Permanent Diesel Engine-driven Generator. 1.02 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 013400, Shop Drawings covering the items included under this Section. Shop Drawing submittals shall include: 1. Product Data: Submit manufacturer's data on diesel engine-driven generator sets and components. a. Generator dimensions. b. Generator weight. c. Generator rating. d. Alternator rating. e. Generator Starting System Data: 1) Battery size and ratings. 2) Charging system capacity. 3) Battery heater data. 4) Battery warranty. f. Generator Control Panel Data: 1) Layout. 2) Wiring diagrams. 3) Control interconnection. 4) Instrumentation. g. Exhaust System Data: 1) Muffler size. 2) Decibel reduction curve. Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 1 of 17 3) Fuel system data. h. Cooling System Data: 1) Radiator capacity. 2) Cooling reduction capacity i. Enclosure Data: 1) Materials. 2) Size. 3) Assembly/disassembly instructions. 4) Door locations. 5) Noise reduction. 6) Color. j. Sub-Base Fuel Tank: 1) Capacity. 2) Fuel usage calculations. 3) Coating. k. ATS Data: 1) Enclosure Material. 2) Dimensions. 3) Factory test report. I. Warranty data. m. Accessory and miscellaneous equipment. 2. Wiring Diagrams: Submit wiring diagrams for diesel engine-driven generator units showing connections to electrical power panels, feeders, and ancillary equipment. Differentiate between portions of wiring that are manufacturer installed and portions that are field installed. 3. Agreement to Maintain: Prior to time of final acceptance, Installer shall submit 4 copies of an agreement for continued service and maintenance of diesel engine- driven generator sets for OWNER's possible acceptance. Offer terms and conditions for furnishing parts and providing continued testing and servicing, including replacement of materials and equipment, for 1-year period with option for renewal of Agreement by OWNER. 4. Certifications: Provide diesel engine-driven generator sets certified test record of the following final production testing: a. Single-step load pickup. b. Transient and steady-state governing. c. Safety shutdown device testing. d. Voltage regulation. e. Rated power. f. Maximum power. g. Provide certified test record prior to engine-driven generator set being shipped from factory to Project location. 5. Spare Parts Data: Submit a list of spare parts for the equipment specified. 6. Operating and Maintenance Instruction Manuals: a. Operating instruction manuals outlining step-by-step procedures required for system startup and operation. b. Manufacturer's name, model number, service manual parts list. c. Brief description of equipment and basic operating features. d. Maintenance instruction manuals outlining maintenance procedures. Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 2 of 17 ,O e. Troubleshooting guide listing possible breakdown and repairs. f. Point-to-point connection wiring diagram for the system. g. Performance Test Reports: Upon completion of installed system, submit in booklet form all shop and field tests performed to prove compliance with specified performance criteria. h. Provide OWNER with two (2) electronic copies of O&M manuals on CD's. 1.03 QUALITY ASSURANCE A. Codes and Standards: 1. NFPA Compliance: Comply with applicable requirements of NFPA 37, "Installation and Use of Stationary Combustion Engines and Gas Turbines," NFPA 99, "Standard for Health Care Facilities," and NFPA 101, "Code for Safety to Life from Fire in Buildings and Structures." 2. UL Compliance: UL 486A, "Wire Connectors and Soldering Lugs for Use with Copper Conductors," UL 2200, "Standard for Safety for Stationary Engine Generator Assemblies," rated 600 volts or less. UL 1008, "Automatic Transfer Switches," and UL 486A, "Wire Connectors and Soldering Lugs for Use with Copper Conductors." Provide transfer switches and components which are UL listed and labeled. 3. ANSI/NEMA Compliance: Comply with applicable requirements of ANSI/NE MA MG1, "Motors and Generators," and MG2, "Safety and Use of Electric Motors and Generators." NEMA Standards Pub/Nos. ICS 2, "Industrial Control Devices, Controllers and Assemblies," ICS 6 and 250, pertaining to transfer switches. 4. IEEE Compliance: Comply with applicable portions of IEEE Standard 446, "IEEE Recommended Practice for Emergency and Standby Power Systems for Industrial and Commercial Applications." B. Submittal information shall be generated from a representative located within Collier County who has knowledge of Local and State code requirements. C. Warranty: Submit in accordance with requirements of Section 01740, warranties covering the items included under this Section. Unit shall be provided with a full comprehensive warranty of 5 years or 1500 running hours from date of ENGINEER's acceptance. Response time shall be a maximum of 3 hours. Provide label on inside of generator with description of warranty period and contact information. 1.04 DELIVERY, STORAGE AND HANDLING A. Manufactured material shall be adequately packed to prevent damage during shipping, handling, storage and erection. Material shipped to site shall have approval of OWNER prior to shipping. All shipped material shall be packed in a container properly marked for identification. Blocks and padding shall be used to prevent movement. B. CONTRACTOR shall inspect the material prior to removing it from carrier. If damage is observed, CONTRACTOR shall immediately notify carrier so that a claim can be made. If no such notice is given, material shall be assumed to be in undamaged condition, any subsequent damage that occurs to the equipment shall be the responsibility of CONTRACTOR. Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 3 of 17 GP///) PART 2 PRODUCTS 2.01 MANUFACTURERS A. Subject to compliance with specified requirements, manufacturers offering products which may be incorporated in Work include: 1. Standby Diesel Generator Sets: a. Caterpillar. b. Cummins. 2. Automatic Transfer Switches: a. Caterpillar. b. Cummins 2.02 GENERATOR SETS A. Except as otherwise indicated, provide manufacturer's standard diesel engine-driven generator set and auxiliary equipment as indicated by published product information, and as required for a complete installation. Generator set shall be rated to continuously power the total accumulated load and starting load shown on Schedule at 100 degrees F ambient temperature and at altitude where installed. B. Diesel Engine: Provide a 4-cycle, compression ignition type engine for operation on a commercial grade of petroleum fuel oil such as No. 2 fuel oil. Engine operating speed shall not exceed 1,800 rpm and shall be controlled by a governor to maintain alternator frequency within plus or minus 3 Hertz of 60 hertz from no load to full load. Frequency shall recover to steady-state tolerance within 5 seconds after application of 90 percent rated load. C. Starting System: Provide engine-generator unit with 12- or 24-volt, negative ground, starting system including positive engagement solenoid shift-starting motor, batteries, and 35-ampere, or greater, automatic battery charging alternator with solid-state voltage regulator. Mount batteries in a plastic- or epoxy-coated metal platform near the starter but not on the generator and coat battery terminals with an anti-oxidant. Generator sets rated 150 kW or less shall have a battery rated 650 amperes cold cranking at 0 degree F and 170 minutes reserve capacity by SAE Standard J-537. Larger generators shall have a battery rated either 220 ampere-hours or 900 amperes cold cranking, and 430 minutes reserve capacity. Batteries shall have a 12-month full warranty and 60- month prorated warranty. D. Battery Charger: Provide a solid-state, current limiting, float-type SENS model #NRG22- 10-RC battery charger with 10-ampere minimum capacity. Charger shall operate from 120-volt AC single phase, 60 hertz power and shall automatically keep batteries at full charge. Equip charger with ammeter and voltmeter. Battery charger shall be located within the generator enclosure. E. Alternator: Provide a single bearing brushless, self-excited alternator with inherently regulated rotating rectifier exciter system or a revolving field design with a temperature compensated solid-state voltage regulator. Connect the alternator housing directly to the Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 4 of 17 C3)C1'.‘ engine flywheel housing. Couple the alternator rotor directly to engine flywheel with a semi-flexible steel disk coupling. 1. Provide windings with Class F insulation with epoxy impregnation and fungus- resistant coating. Temperature rise shall be as defined in NEMA Standard MG1- 22.40. 2. The alternator shall be capable of starting load given for site with 35 percent maximum instantaneous voltage dip. Instantaneous voltage dip shall only be 20 percent when there is a VFD. Recovery to stable equation within plus or minus 5 percent of rated voltage shall occur within 3 seconds. F. Engine Cooling Radiator: Provide a complete engine cooling system equipped with a radiator and blower type fan sized to maintain safe operation, 190 degrees F engine outlet water temperature at 100 degrees F maximum ambient temperature. The engine cooling system shall be filled with a solution of 50 percent ethylene glycol. G. Instrument Control Panel: Provide engine-generator unit with engine oil-pressure and water-temperature indicators, reset circuit breaker, static voltage regulator, voltage- adjusting rheostat, voltmeter, ammeter with phase selector switch with an OFF position, and with running time indicator and frequency meters. Select circuitry of plug-in design capable of quick replacement, and capable of accepting a plug-in device which allows maintenance to test control panel performance without operating the engine. 1. Provide a cranking limiter to open starting circuit in 45 to 90 seconds if engine has not started within that time or after a series of 3 or more cranking intervals separated by 2 or more rest periods. 2. Provide engine safety devices to shut unit down on high engine temperature, low oil pressure, overspeed, and overcrank. Provide, for each of these conditions, an alarm light and an unpowered, normally open contact for remote use. Provide an audible alarm with silence switch which is activated by any alarm condition. Provide additional unpowered, normally open contact for remote use that indicates general generator alarm. General alarm contact will be for any alarms associated with the generator and not pre-assigned to a specific alarm. Sacrificing a specific alarm in order to receive the general alarm contact is not acceptable. 3. Provide a relay with 2 normally open and 2 normally closed contacts rated 5A at 120 volts AC and which is energized when unit is running. Wire these contacts to terminal strips for remote use. 4. Provide a RUN-OFF-AUTO switch. In AUTO position unit shall start when a remote contact closes and stop when contact opens. In RUN position unit shall start and run until OFF position is selected. 5. Mount instrument control panel on unit such that it is isolated from generator set vibration. 2.03 PERMANENT ENGINE-GENERATOR SET ACCESSORIES A. Enclosure Design: Generator set shall be provided with a skin tight outdoor enclosure. Enclosure roof and side panels shall be constructed from a minimum of 0.090 Marine Grade Aluminum. Side panels shall be constructed from a minimum of 0.090 Marine Grade Aluminum. The Side Walls shall be complete with necessary access doors and ventilating louvers. There shall be at least 2 access doors on each side of enclosure and Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 5 of 17 GPO one at the generator control panel for access to the controls. Doors shall be capable of full-range of motion. CONTRACTOR shall coordinate final location of generator to accommodate door swings. Any changes due to generator clearances shall be at the expense of the CONTRACTOR. Doors shall be hung on full-length piano hinge assembly. All hinge hardware shall be stainless steel. Finish paint shall be powder- coated over epoxy primer. Doors shall be equipped with handles. Louvers shall be stationary type and shall be arranged to provide adequate protection against rainfall at 15 degrees from vertical. Air of intake louvers shall be sized so not to exceed .5 inches of water column while providing the required genset cooling and combustion air flow. Enclosure shall be of bolted formed panel type construction. Exhaust shall be provided within the enclosure unless otherwise directed by the ENGINEER. Roof shall have sufficient strength to support an exhaust silencer. Enclosure shall be large enough to fully enclose all components necessary to the system. All doors shall be capable of being locked or have provisions for padlocks. Door hardware shall be stainless steel. 1. All raceway and conduits within the enclosure shall be sealed-tight flexible conduit or rigid aluminum or galvanized steel with malleable iron boxes and compression type fittings as appropriate for the raceways used under NEC. EMT and flex or "Greenfield" conduits are not acceptable. 2. When this outdoor enclosure is specified, the temperature specifications for unit shall be 0 degrees F to 120 degrees F with ambient air at radiator intake being 100 degrees F maximum. 3. Modular enclosures shall comply with DCA, Florida Building Code and have a minimum sustained wind rating of 150 MPH. 4. The CONTRACTOR is responsible for verifying the impact rating requirements under Florida Building Code and shall provide a generator enclosure in compliance to these standards. 5. Consult the ENGINEER prior to bid when generator is located within any "Zone 4 impact area under FBC". 6. Enclosure shall match footprint of sub base fuel tank. B. Sound Attenuation: Enclosure shall be insulated to attenuate sound and include sound attenuating features that direct radiant cooling air in a route to minimize ambient noise when generator is running. C. Operational noise shall not exceed 75 dBA at 23 feet (in Free Field Conditions). Additional sound attenuation references or limitations may be required. See drawings for additional details. If generator is located within 50 feet of a commercial or residential unit, then operational noise shall not exceed 55 dBA. D. Source dBA and sound attenuation shall be as measured and defined under ANSI S12.34-1998 and SIO 3744 as applicable. Additional local codes and standards may apply for generator operational noise. The CONTRACTOR is responsible for compliance to all local standards without change order or additional payment. E. Fuel System: Provide unit with a UL142 compliant double-wall skid base type integral fuel tank that is "skid" mounted, unless otherwise directed by the ENGINEER's drawings or addenda. Tank capacity shall be a maximumum of 550 gross volume gallons. The Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 6 of 17 GP0 tank capacity shall be calculated assuming the tank is 90% full and based on the generator running at full load/speed continuously for three (3) days. F. The ENGINEER has projected fuel use estimates using equipment listed as the basis of design. The CONTRACTOR is responsible for providing the manufacturer's fuel usage calculations with submittal documents for ENGINEER's review. G. The fuel tank shall be furnished with UL142 and FDEP required accessories to include a fuel site gauge, normal and emergency vents and fuel cap having padlocking provisions. All necessary fuel supply and return line shall be furnished pre-assembled to unit. The Fuel Tank shall meet all applicable State and local standards for the volume of fuel the tank will hold. H. Sub base fuel tank size shall be provided and sized as shown on the contract documents and within the specifications. I. Sub base fuel tank shall not allow pooling or ponding of water on top once generator is mounted on top. J. Tank shall be made by a manufacturer with minimum of (10) ten years' experience in the design and construction of UL Listed, FDEP and NFPA compliant sub base fuel tanks. Manufacturer of the fuel tank must be approved and registered with the State of Florida, and have their required "EQ" file number on the supplied fuel tank. The installing CONTRACTOR is responsible for supplying fuel for the field testing. K. The fuel tank shall be mounted under the generator skid rails, consisting of a dual wall design constructed to UL142 and standards applicable to this application under FS-62- 762, NFPA 30, NFPA 37 and NFPA 110. All fuel tanks shall comply with the requirements set forth by Collier County Pollution Control. L. Sub base fuel tank shall be rectangular in shape and include reinforced steel box channel for generator support. M. Both the inner and outer tanks shall be constructed of 304 stainless steel. N. The outer wall shall be prepared before & after primer. Prime with one coat of epoxy primer to a thickness of 12-15 mils (DFT). Outer wall finish coat shall be a high gloss, black, UV blocking epoxy primer applied to a minimum thickness of 3.5 mils (DFT). All welds and fasteners connecting the generator skid base to the fuel tank shall be similarly primed and finished. Primers shall not be electrostatically or powder applied. Primers shall be hand applied & dried in a drying booth. O. Fuel tank shall be equipped with a magnetic liquid level fuel gauge as manufactured by Rochester Gauges, Inc. Fuel tank level shall be output as a 4-20mA signal from the generator control panel. Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 7 of 17 GPO P. Sub base fuel tank shall have a 4 point lifting system in place when shipped to the site. It shall be the responsibility of the Generator manufacturer to recommend a lifting system along with instructions for the CONTRACTOR on site. Q. Sub base tank testing shall consist of primary and secondary tank containment basin and shall be pressurized at 3-5 psi and leak checked to ensure integrity of sub base weld seams per UL-142 standards. A copy of this report shall accompany close-out documents. Fuel containment basin shall be sized as a minimum of 110% of the tank capacity to prevent escape of fuel into the environment in the event of a tank rupture. Provide a fuel containment basin leak detector switch. R. The sub base tank fittings shall include the following: 1. Appropriately sized NPT fuel supply. 2. Fuel return fitting 3. 2" NPT for normal vent 4. NPT for emergency vent, sized as appropriate 5. 2" NPT for manual fill. 6. NPT for level gauge, sized as appropriate. 7. 3/8" NPT basin drain 8. 2" NPT for level alarm. 9. NPT fitting for leak detection alarm S. Coolant Heater: Provide engine coolant heater that operates from 120-volt AC single phase, 60 hertz power with thermostatic controls to maintain engine coolant at proper temperature to fulfill start-up requirements of NFPA 99. T. Inlet and Exhaust Systems: Silencers and exhaust ducting to silencers shall be self- supporting when assembled. Provide all necessary supporting members for ductwork between silencer and outlet. Provide all required cutting as shown on Drawings and noted herein. The unit shall be complete with raincap. All exhaust duct shall be Schedule 10 steel pipe, minimum. Inlet silencer and filter to be self-supporting. Provide necessary supports for all intake ductwork. All intake ducts shall be Schedule 10 steel pipe, minimum. 1. Provide a silencer which meets sound standards of a critical area. Silencer shall provide attenuation (input to output) of 25 dB or greater at frequencies of 125 hertz to 8 kilohertz. A curve shall be submitted with Shop Drawings showing attenuation (input to output) in dB versus frequency. Curve shall be on manufacturer's standard data sheet or from an independent test lab. A spiral or bellows-type flexible section of pipe shall be installed in the exhaust line between the muffler and engine manifold connection. An insulated thimble section shall be provided where exhaust line passes through roof or wall. Exhaust lines shall be pitched and a condensation trap provided at non-draining low points in line. U. Circuit Breaker: A generator power circuit breaker shall be installed as a manual load circuit interrupter and an automatic overload and short circuit protection device. 1. The circuit breaker shall be a solid-state trip type for all sizes rated 200 amps continuous and larger. Solid-state trip shall include Long-time, Short-time, and Instantaneous. Ground fault trip required on breakers 1,000 amps and above. Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 8 of 17 2. 100% ratings under UL shall be required as noted on ENGINEER's drawings. 3. AIC rating for generator power circuit breaker shall meet or exceed that of the upstream service entrance rating. 4. Generator power circuit breaker shall be UL listed as short circuit, service entrance rated device under UL and NEC. 5. Trip settings for all breakers shall be selected for the rating of the generator power circuit as indicated on Drawings. 6. Provide breaker and alternator trip curves in the submittal. Show coordination of curves for equipment provided. V. Provide protective relays to protect the generator system/alternator. W. Alternator protection equipment as basis of design shall be equal to "Amp Sentry" protection by Cummins Power Generation with the following features: Over current and short-circuit shut down - Over current warning -Single and three phase fault regulation - Over and under voltage shut down - Over and under frequency shut down - Overload warning with alarm contact- Reverse power and reverse Var shut down - Excitation fault. Equipment other than basis of design is subject to ENGINEER's approval. Provide full submittal and comparison data for ENGINEER's review on equipment as provided. X. Any pump station requiring a generator shall also have a generator receptacle located on the pump control panel for a portable generator, coordinate exact model with OWNER. 2.04 AUTOMATIC TRANSFER SWITCHES A. Automatic Transfer Switch: UL listed and 600 volt-rated with amperage rating shown on Drawings and shall be the mechanically held, electrically operated type rated for continuous duty in an unventilated sheet metal enclosure. B. Switch shall be double throw, with an off position, having electrical operated normal- emergency positions inherently interlocked mechanically, and with main contacts mechanically attached to a common shaft. Main contacts shall be silver alloy wiping- action type. They shall be protected by arcing contacts. C. Heavy duty emergency pushbuttons shall be provided. Emergency pushbuttons shall reset when pulled out. D. Switch and Relay Contacts, Coils, Springs, and Control Elements: Removable from front of transfer switch without removal of the switch panels from enclosure and without disconnection of drive linkages or power conductors. Sensing and control relays shall be continuous duty industrial control type with 600 volt, 10 amp rated contacts. E. Transfer switch internal wiring shall be composed of pre-manufactured harnesses that are permanently marked for source and destination. Harnesses shall be connected to the control system by means of locking disconnect plug(s), to allow the control system Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 9 of 17 GPO to be easily disconnected and serviced without disconnecting power from the transfer switch mechanism. F. Power transfer switch shall be provided with flame retardant transparent covers to allow viewing of switch contact operation but prevent direct contact with components that could be operating at line voltage levels. G. Transfer switches that are designated on the drawings as 3-pole shall be provided with a neutral bus and lugs. The neutral bus shall be sized to carry 100% of the current designated on the switch rating. H. Field control connections shall be made on a common terminal block that is clearly and permanently labeled. I. Upon drop in normal voltage of 83-85 percent of rated voltage, and after an override delay of 3 seconds nominal, switch shall start generator and transfer the load to emergency source, provided emergency source voltage and frequency are 90 percent of rated or higher. J. Upon return of normal source voltage for 5 seconds nominal, to 92-95 percent of rated, switch shall retransfer load to normal source after a minimum transfer time or if emergency source fails. Provide a 5- to 60-second adjustable time delay to maintain transfer switch in the "Off" position during transfer to either source. K. Sensing relays shall operate without contact chatter or false response when voltage is slowly varied to dropout and pickup levels. L. Four auxiliary contacts shall be provided: Two for transfer switch position indicating use, and two auxiliary contacts, one N.O. and one N.C. to operate after completion of the 3- second override delay for starting generator. All auxiliary contacts shall be 600 volt, 10 amp continuous rating. M. Operator Panel. Each transfer switch shall be provided with a control panel to allow the operator to view the status and control operation of the transfer switch. The operator panel shall be a sealed membrane panel rated NEMA 3R/IP53 or better (regardless of enclosure rating) that is permanently labeled for switch and control functions. The operator panel shall be provided with the following features and capabilities: 1. High intensity LED lamps to indicate the source that the load is connected to (source 1 or source 2); and which source(s) are available. Source available LED indicators shall operate from the control microprocessor to indicate the true condition of the sources as sensed by the control 2. High intensity LED lamps to indicate that the transfer switch is "not in auto" (due to control being disabled or due to bypass switch (when used) enabled or in operation) and "Test/Exercise Active" to indicate that the control system is testing or exercising the generator set. 3. "OVERRIDE" pushbutton to cause the transfer switch to bypass any active time delays for start, transfer, and retransfer and immediately proceed with its next logical operation. Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 10 of 17 I`GP 4. "TEST" pushbutton to initiate a preprogrammed test sequence for the generator set and transfer switch. The transfer switch shall be programmable for test with load or test without load. 5. "RESET/LAMP TEST" pushbutton that will clear any faults present in the control, or simultaneously test all lamps on the panel by lighting them. 6. The control system shall continuously log information on the number of hours each source has been connected to the load, the number of times transferred, and the total number of times each source has failed. This information shall be available via a PC-based service tool and an operator display panel. 7. Vacuum fluorescent alphanumeric display panel with push-button navigation switches. The display shall be clearly visible in both bright (sunlight) and no light conditions. It shall be visible over an angle of at least 120 degrees. The Alphanumeric display panel shall be capable of providing the following functions and capabilities: a. Display source condition information, including AC voltage for each phase of normal and emergency source, frequency of each source. Voltage for all three phases shall be displayed on a single screen for easy viewing of voltage balance. Line to neutral voltages shall be displayed for 4-wire systems. b. Display source status, to indicate source is connected or not connected. c. Display load data, including 3-phase AC voltage, 3-phase AC current, frequency, KW, KVA, and power factor. Voltage and current data for all phases shall be displayed on a single screen. d. The display panel shall allow the operator to view and make the following adjustments in the control system, after entering an access code: 1) Set nominal voltage and frequency for the transfer switch. 2) Adjust voltage and frequency sensor operation set points. 3) Set up time clock functions. 4) Set up load sequence functions. 5) Enable or disable control functions in the transfer switch, including program transition. 6) Set up exercise and load test operation conditions, as well as normal system time delays for transfer time, time delay start, stop, transfer, and retransfer. e. Display Real time Clock data, including date, and time in hours, minutes, and seconds. The real time clock shall incorporate provisions for automatic daylight savings time and leap year adjustments. The control shall also log total operating hours for the control system. f. Display service history for the transfer switch. Display source connected hours, to indicate the total number of hours connected to each source. Display number of times transferred, and total number of times each source has failed. g. Display fault history on the transfer switch, including condition, and date and time of fault. Faults to include controller checksum error, low controller DC voltage, ATS fail to close on transfer, ATS fail to close on retransfer, battery charger malfunction, network battery voltage low, and network communications error. N. The transfer switch control system shall be configurable in the field for any operating voltage level up to 600VAC. Provide RMS voltage sensing and metering that is accurate to within plus or minus 1% of nominal voltage level. Frequency sensing shall be accurate to within plus or minus 0.2%. Voltage sensing shall be monitored based on the normal Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 11 of 17 (71) voltage at the site. Systems that utilize voltage monitoring based on standard voltage conditions that are not field configurable are not acceptable. O. Transfer switch voltage sensors shall be close differential type, providing source availability information to the control system based on the following functions: 1. Monitoring all phases of the normal service (source 1) for under voltage conditions (adjustable for pickup in a range of 85 to 98% of the normal voltage level and dropout in a range of 75 to 98% of normal voltage level). 2. Monitoring all phases of the emergency service (source 2) for under voltage conditions (adjustable for pickup in a range of 85 to 98% of the normal voltage level and dropout in a range of 75 to 98% of pickup voltage level). 3. Monitoring all phases of the normal service (source 1) and emergency service (source 2) for loss of a single phase. P. The transfer switch shall be configurable to control the operation time from source to source (program transition operation). The control system shall be capable of enabling or disabling this feature, and adjusting the time period to a specific value. The transfer switch shall incorporate adjustable time delays for generator set start (adjustable in a range from 0-15 seconds); transfer (adjustable in a range from 0-120 seconds); retransfer (adjustable in a range from 0-30 minutes); and generator stop (cooldown) (adjustable in a range of 0-30 minutes). Q. The transfer switch shall be configurable to accept a relay contact signal and a network signal from an external device to prevent transfer to the generator service. R. The control system shall be designed and prototype tested for operation in ambient temperatures from -40C to +70C. It shall be designed and tested to comply with the requirements of the noted voltage and RFI/EMI standards. S. The control shall have optically isolated logic inputs, high isolation transformers for AC inputs, and relays on all outputs, to provide optimum protection from line voltage surges, RFI and EMI. T. Enclosures shall be UL listed. The enclosure shall provide wire bend space in compliance to the latest version of NFPA70. The cabinet door shall include permanently mounted key type latches. U. Transfer switch equipment shall be provided in a NEMA 4X enclosure. V. The enclosure shall provide code-required wire bend space at point of entry as shown on the drawings. Manual operating handles and all control switches (other than key-operated switches) shall be accessible to authorized personnel only by opening the key-locking cabinet door. Transfer switches with manual operating handles and/or non key-operated control switches located on outside of cabinet do not meet this specification and are not acceptable. W. Transfer switch normally connects an energized utility power source (source 1) to loads and a generator set (source 2) to the loads when normal source fails. The normal Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 12 of 17 p GP' position of the transfer switch is source 1 (connected to the utility), and no start signal is supplied to the genset. X. Generator Set Exercise (Test)With Load Mode. The control system shall be configurable to test the generator set under load. In this mode, the transfer switch shall control the generator set in the following sequence: 1. Transfer switch shall initiate the exercise sequence at a time indicated in the exercise timer program, or when manually initiated by the operator. 2. The transfer switch shall issue a compatible start command to the generator set, and cause the generator set to start and run at idle until it has reached normal operating temperature. 3. When the generator set has reached normal operating temperature or after an adjustable time period (whichever is shorter), the control system shall accelerate the generator set to rated voltage and frequency. 4. When the control systems senses the generator set at rated voltage and frequency, it shall operate to connect the loads to the generator set by opening the normal source contacts, and closing the alternate source contacts a predetermined time period later. The timing sequence for the contact operation shall be programmable in the controller. 5. The generator set shall operate connected to the load for the duration of the exercise period. If the generator set fails during this period, the transfer switch shall automatically reconnect the generator set to the normal service. 6. On completion of the exercise period, the transfer switch shall operate to connect the loads to the normal source by opening the alternate source contacts, and closing the normal source contacts a predetermined time period later. The timing sequence for the contact operation shall be programmable in the controller. 7. The transfer switch shall operate the generator set unloaded for a cooldown period, and then remove the start signal from the generator set. If the normal power fails at any time when the generator set is running, the transfer switch shall immediately connect the system loads to the generator set. Y. Generator Set Exercise (Test) Without Load Mode. The control system shall be configurable to test the generator set without transfer switch load connected. In this mode, the transfer switch shall control the generator set in the following sequence: 1. Transfer switch shall initiate the exercise sequence at a time indicated in the exercise timer program, or when manually initiated by the operator. 2. The transfer switch shall issue a compatible start command to the generator set, and cause the generator set to start and run at idle until it has reached normal operating temperature. 3. When the generator set has reached normal operating temperature or after an adjustable time period (whichever is shorter), the control system shall accelerate the generator set to rated voltage and frequency. 4. When the control systems senses the generator set at rated voltage and frequency, it shall operate the generator set unloaded for the duration of the exercise period. 5. At the completion of the exercise period, the transfer switch shall remove the start signal from the generator set. If the normal power fails at any time when the generator set is running, the transfer switch shall immediately connect the system loads to the generator set. Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS QO TECHNICAL SPECIFICATIONS Page 13 of 17 G Z. Factory Testing. The transfer switch manufacturer shall perform a complete operational test on the transfer switch prior to shipping from the factory. A certified test report shall be provided to OWNER & ENGINEER upon delivery of generator. Test process shall include calibration of voltage sensors. AA. The manufacturer of the transfer switch and generator set shall maintain service parts inventory at a central location (within 50 miles of the city) which is accessible to the service location 24 hours per day, 365 days. BB. The transfer switch shall be serviced by a local service organization that is trained and factory certified in both generator set and transfer switch service. The supplier shall maintain an inventory of critical replacement parts at the local service organization, and in service vehicles. The service organization shall be on call 24 hours per day, 365 days per year. CC.The manufacturer shall maintain model and serial number records of each transfer switch provided for at least 20 years. DD.Accessory devices shall be provided as follows: 1. Time delay to override harmless power dips and outages. (Inverse time characteristic with voltage.) 2. Test switch. 3. Auxiliary contacts (as specified herein). 4. Selector relay (as specified herein). 5. Lockout relay (sensitive to voltage and frequency). 6. Full phase protection with nominal 75-80 percent dropout and 92-95 percent pickup on phase relay. 7. Adjustable time delay on retransfer to normal source. Minimum retransfer of 2 minutes and maximum of 25 minutes. Built-in circuitry to nullify the retransfer time delay if the emergency source fails and the normal source is available. 8. Adjustable (10-20 minutes) time delay for running generator unloaded after transfer for cool down. 9. Adjustable time delay or delays (5 to 60 seconds) for holding transfer switch in the "Off" position when switching from standby source to normal and normal source to standby. 10. Engine starting contact. 11. A selector switch shall permit generator to be exercised with or without load. PART 3 EXECUTION 3.01 INSTALLATION OF DIESEL ENGINE-DRIVEN GENERATOR SETS A. Install diesel engine-driven generator units as indicated, in accordance with equipment manufacturer's written instructions, and with recognized industry practices, to ensure that engine-generator units fulfill requirements. Comply with NFPA and NEMA standards pertaining to installation of engine-generator sets and accessories. Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 14 of 17 GPO B. Coordinate with other work, including raceways, electrical boxes and fittings, fuel tanks, piping, and accessories, as necessary to interface installation of engine generator equipment work with other work. C. Tighten connectors and terminals, including screws and bolts, in accordance with equipment manufacturer's published torque-tightening values for equipment connectors. Where manufacturer's torquing requirements are not indicated, tighten connectors and terminals to comply with tightening torques specified in UL Standards 486A and B, and the National Electrical Code. D. Install units on steel spring type vibration isolators fastened to an inertia base in accordance with manufacturer's instructions. E. Connect fuel piping to generator equipment as indicated, and comply with manufacturer's installation instructions. 3.02 GROUNDING A. Provide equipment grounding connections for diesel engine-driven generator unit and automatic transfer switch as indicated. Connect generator equipment ground to ground ring around generator pad. Ground ring shall have a minimum of four (4) 5/8" x 20' copper-clad ground rods. Connect ground ring to sites counterpoise. Connections to ground ring, counterpoise and ground rods shall be exothermically welded. Add additional ground rings as required to meet five (5) ohm (or less) specified resistance. Tighten connections to comply with tightening torques specified in UL Standard 486A to ensure permanent and effective grounding. 3.03 FIELD QUALITY CONTROL A. Start-up Testing: 1. Engage local equipment manufacturer's representative to perform start-up and building load tests upon completion of installation, with ENGINEER in attendance; provide certified test record. Tests are to include the following: a. Check fuel, lubricating oil, and antifreeze in liquid-cooled models for conformity to manufacturer's recommendations under environmental conditions present. b. Test prior to cranking engine for proper operation, accessories that normally function while the set is in a standby mode. Accessories include: alternator strip heater, engine coolant heater, and battery charger. c. Check, during start-up test mode, for exhaust leaks, cooling air flow, movement during starting and stopping, vibration during running, normal and emergency line-to-line voltage, and phase rotation. d. Test, by means of simulated power outage, automatic start-up by remote- automatic starting, transfer of load, and automatic shutdown. Prior to this test, adjust for proper system coordination, transfer switch timers. After installation inspection and fine adjustments have been completed, the Generator set shall be connected to resistive type load banks, matching the full rated output of this installed generator set. Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 15 of 17 GP' 1) A four (4) hour 100% resistive load bank test, matching the full rated output of this installed generator set, is to be performed after installation in the presence of the ENGINEER, OWNER, and any required Authority. Coordinate with ENGINEER, OWNER, and any required Authority for appropriate test date and time. During this load bank test, monitor the engine temperature, oil pressure, battery charge level, generator voltage, amperes, and frequency. Voltage dip will be observed with a recording oscilloscope furnished by supplier for this test only. Voltage dip is defined as the peak- to-peak voltage minimum, at starting compared to the average peak-to-peak voltage with the starting load running. The difference shall be less than 25 percent of the running P-P voltage. 2) Provide a test of safeties and transfer under NFPA-110 criteria. 3) Provide all tests in the presence of an OWNER representative. Upon completion of installation and testing, demonstrate capability and compliance of system with requirements. Where possible, correct malfunctioning units at Site, then retest to demonstrate compliance; otherwise, remove and replace with new units, and proceed with retesting. Initial testing and retesting to be at no cost to OWNER. 3.04 QUALITY ASSURANCE A. Commissioning and Qualifications shall be performed by Manufacturer's authorized and factory certified trained for installation of units personnel. B. Maintenance Proximity: The commissioning and selling manufacturer office location shall not be more than two hours' normal travel time from the project site. C. Access to Service & Parts: Manufacturer for the Generator shall maintain a full operational facility, with service, parts and distribution center within 50 miles of the Project Site. A `sales office' will not qualify as a service & parts facility. A "dealer" that buys product from a Factory Distributor does not qualify. D. Manufacturer's Qualifications: The manufacturer shall be in the business of manufacturing power generation systems under ISO-9001 certification process for over 10 years. The manufacturer shall employ service, engineering, and parts staff within a factory-owned or authorized service center, within 50 miles of Project site. E. When an "upfitter" is used for a fuel tank or generator enclosure, the manufacturer shall be located in the same state as the Project Site. F. Upfitters shall provide their UL Listing number on all documentation of compliance. UL as an "assembly" under the generator manufacturer's main UL Listing is not acceptable. G. cUL (or other) listing or compliance shall not be accepted in lieu of UL listing and label. H. Manufacturer Service Qualifications: The generator manufacturer shall have a service center within a 2-hour driving distance from the project site. This service center shall have engineering, application support, on-site rental, start-up, commissioning, and Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 16 of 17 l replacement parts and labor for the maintenance and repair of the same brand of power generation system equipment as supplied on the Project. I. Source Limitations: Obtain all equipment under this section through one source as practical and possible under the limitations of the manufacturer's ability to provide equipment. J. The equipment under this Section must be sold to the installer or the OWNER by an entity operating from within the project State. K. The equipment under this Section must be installed by a CONTRACTOR operating from offices located within the Project state. L. Equipment under this section shall be provided by a single manufacturer, so as to provide only one source of warranty and responsibility whenever possible. M. Generator engine, alternator, and generator controller shall be provided by a single manufacturer exceptions must be noted in submittal. The ENGINEER reserves the right to reject exceptions based on the equipment used as the basis of design in comparison. 3.05 PERSONNEL TRAINING A. Building Operating Personnel Training: Train OWNER's building personnel in procedures for starting-up, testing, and operating diesel engine-driven generator sets. In addition, train OWNER's personnel in periodic maintenance of batteries. END OF SECTION Section 263213.13 COLLIER COUNTY STANDBY DIESEL GENERATORS TECHNICAL SPECIFICATIONS Page 17 of 17 GPI SECTION 312316 EXCAVATION - EARTH AND ROCK PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Requirements for performing opencut excavations to the widths and depths necessary for constructing structures and pipelines, including excavation of any material necessary for any purpose pertinent to the construction of the Work. B. Related Work Specified In Other Sections Includes: 1. Section 017416 — Site Clearing 2. Section 033100 — Concrete, Masonry, Mortar and Grout 3. Section 312319 —Groundwater Control for Open Cut Excavation 4. Section 312323 — Backfilling 5. Section 314000 — Shoring, Sheeting and Bracing 1.2 DEFINITIONS A. Earth: "Earth" includes all materials which, in the opinion of the ENGINEER, do not require blasting, barring, wedging or special impact tools for their removal from their original beds, and removal of which can be completed using standard excavating equipment. Specifically excluded are all ledge and bedrock and boulders or pieces of masonry larger than one cubic yard in volume. B. Rock: "Rock" includes all materials which, in the opinion of the ENGINEER, require blasting, barring, wedging and/or special impact tools such as jack hammers, sledges, chisels, or similar devices specifically designed for use in cutting or breaking rock for removal from their original beds and which have compressive strengths in their natural undisturbed state in excess of 300 psi. Boulders or masonry larger than one cubic yard in volume are classed as rock excavation. 1.3 SUBMITTALS A. General: Provide all submittals, including the following, as specified in Division 1. Section 312316 COLLIER COUNTY EXCAVATION—EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 1 of 10 GQ0 B. Engage the services of a Professional Engineer who is registered in the State of Florida to design all cofferdam and sheeting and bracing systems which the CONTRACTOR feels necessary for the execution of his work. Submit to the ENGINEER a signed statement that he has been employed by the CONTRACTOR to design all sheeting and bracing systems. After the systems have been installed, furnish to the ENGINEER an additional signed statement that the cofferdams and sheeting and bracing systems have been installed in accordance with his design. C. If a detour is required, submit a traffic control plan for approval to County Manager or designee and/or the Florida Department of Transportation as described in Section 015526. 1.4 SITE CONDITIONS A. Geotechnical Investigation: A geotechnical investigation may have been prepared by the COUNTY and ENGINEER in preparing the Contract Documents. 1. The geotechnical investigation report may be examined for what ever value it may be considered to be worth. However, this information is not guaranteed as to its accuracy or completeness. 2. The geotechnical investigation report is not part of the Contract Documents. B. Actual Conditions: Make any geotechnical investigations deemed necessary to determine actual site conditions. C. Underground Utilities and Collier County Damage Prevention Policy: 1. This policy has been put in place to avoid damage to Collier County underground utilities. A minimum distance of five feet (5') horizontally and eighteen inches (18") vertically must be maintained away from Collier County utilities. Any and all variations from this order must be the Water or Wastewater Department. 2. Before commencement of any excavation at road crossings or any boring or any drilling, the contractor shall mark the proposed run alignment with white paint or flags. Subsequent to placement of the white markings, the existing underground utilities in the area affected by the work must be marked by Sunshine One Call after proper notification to them by either calling 811 in Florida or toll free at 1-800-432-4770. Visit www.callsunshine.com for more information. Before commencing excavation for the work, potholing of all potential conflicts must be performed. 3. All lines in conflict must be physically located by the contractor and verified by Collier County Locate Department personnel before performing work. Utilities under concrete or pavement may require soft dig vacuum locates which also is the contractor's responsibility to perform. All utilities will be field marked per Sunshine State One Call's statutes and guidelines. For line verification or any Section 312316 COLLIER COUNTY EXCAVATION—EARTH AND ROCK O TECHNICAL SPECIFICATIONS Page 2 of 10 GP other information concerning locates, please call the Locate Department at 239- 252-5922 during normal business hours. For line verification or emergency locates after hours, call emergency numeric pager at 239-890-0809. In the event the potholing and/or vacuum soft dig does not locate the marked utility, work must be stopped and the affected utility owner contacted. Failure to comply with this policy and obtain required signature(s) may result in delay or denial of permit. 4. The contractor must comply with all provisions of Florida Statute 556, the Underground Facility Damage Prevention and Safety Act. D. Quality and Quantity: Make any other investigations and determinations necessary to determine the quality and quantities of earth and rock and the methods to be used to excavate these materials. PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 GENERAL A. Clearing: Clear opencut excavation sites of obstructions preparatory to excavation. Clearing in accordance with Section 017416, includes removal and disposal of vegetation, trees, stumps, roots and bushes, except those specified to be protected during trench excavation. B. Banks: Shore or slope banks to the angle of repose to prevent slides or cave-ins in accordance with Section 314000. C. Safety: Whenever an excavation site or trench is left unattended by the CONTRACTOR or when an area is not within 100 feet of observation by the CONTRACTOR, the excavation site or trench shall be filled and/or, at the County's Manager or designee discretion, protected by other means to prevent accidental or unauthorized entry. Include barricades and other protection devices requested by the ENGINEER or County Manager or designee, including temporary fencing, snow fencing, or temporary "structure" tape. Such safety items shall not relieve the CONTRACTOR of any site safety requirements or liabilities established by Federal, State and local laws and agencies, including OSHA, but is intended as additional safety measures to protect the general public. D. Hazardous Materials: If encountered, take care of hazardous materials not specifically shown or noted in accordance with Section 015000. Section 312316 COLLIER COUNTY EXCAVATION—EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 3 of 10 �,P E. During excavation and any site work, take storm water pollution prevention measures to ensure that water quality criteria are not violated in the receiving water body and all state and local regulatory requirements are met. 3.2 STRUCTURE EXCAVATION A. Excavation Size: Provide excavations of sufficient size and only of sufficient size to permit the Work to be economically and properly constructed in the manner and of the size specified. B. Excavation Shape: Shape and dimension the bottom of the excavation in earth or rock to the shape and dimensions of the underside of the structure or drainage blanket wherever the nature of the excavated material permits. C. Compaction: Before placing foundation slabs, footings or backfill, proof roll the bottom of the excavations to detect soft spots. 1. For accessible areas, proof roll with a ten wheel tandem axle dump truck loaded to at least 15 tons or similarly loaded construction equipment. 2. For small areas, proof roll with a smooth-faced steel roller filled with water or sand, or compact with a mechanical tamper. 3. Make one complete coverage, with overlap, of the area. 4. Overexcavate soft zones and replace with compacted select fill. 3.3 TRENCH EXCAVATION A. Preparation: Properly brace and protect trees, shrubs, poles and other structures which are to be preserved. Unless shown or specified otherwise, preserve all trees and large shrubs. Hold damage to the root structure to a minimum. Small shrubs may be preserved or replaced with equivalent specimens. B. Adequate Space: Keep the width of trenches to a minimum, however provide adequate space for workers to place, joint and backfill the pipe properly. 1. The minimum width of the trench shall be equal to at least 3.5 feet or the outside diameter of the pipe at the joint plus 8-inches for unsheeted trench or 12 inches for sheeted trench, whichever is greater. Conform the trench walls to OSHA Regulations. 2. In sheeted trenches, measure the clear width of the trench at the level of the top of the pipe to the inside of the sheeting. C. Depth: Section 312316 COLLIER COUNTY EXCAVATION—EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 4 of 10 GQ° ti 1. Excavate trenches to a minimum depth of 8 inches, but not more than 12 inches, below the bottom of the pipe so that bedding material can be placed in the bottom of the trench and shaped to provide a continuous, firm bearing for pipe barrels and bells. 2. Standard trench grade shall be defined as the bottom surface of the utility to be constructed or placed within the trench. Trench grade for utilities in rock or other non-cushioning material shall be defined as additional undercuts backfilled with crushed stone compacted in 6-inch lifts, below the standard 8-inches minimum trench undercut. Backfill excavation below trench grade not ordered in writing by the ENGINEER with acceptable Class I, II or III embedment material to trench grade and compact to density equal to native soil. D. Unstable or Unsuitable Materials: If unstable or unsuitable material is exposed at the level of the bottom of the trench excavation, excavate the material in accordance with the subsection headed "Authorized Additional Excavation". 1. Remove material for the full width of the trench and to the depth required to reach suitable foundation material. 2. When in the judgment of the ENGINEER the unstable or unsuitable material extends to an excessive depth, the ENGINEER may advise, in writing, the need for stabilization of the trench bottom with additional select fill material, crushed stone, washed shell, gravel mat or the need to provide firm support for the pipe or electrical duct by other suitable methods. 3. Crushed stone, washed shell and gravel shall be as specified in Section 312323. 4. Payment for such trench stabilization will be made under the appropriate Contract Items or where no such items exist, as a change in the Work. E. Length of Excavation: Keep the open excavated trench preceding the pipe laying operation and the unfilled trench, with pipe in place, to a minimum length which causes the least disturbance. Provide ladders for a means of exit from the trench as required by applicable safety and health regulations. F. Excavated Material: Neatly deposit excavated material to be used for backfill at the sides of the trenches where space is available. Where stockpiling of excavated material is required, obtain the sites to be used and maintain operations to provide for natural drainage and not present an unsightly appearance. G. Water: Allow no water to rise in the trench excavation until sufficient backfill has been placed to prevent pipe flotation. Provide trench dewatering in accordance with Section 312319. Section 312316 COLLIER COUNTY EXCAVATION—EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 5 of 10 0 OP 3.4 EXCAVATION FOR JACKING AND AUGERING A. Jacking and Augering Requirements: Allow adequate length in jacking pits to provide room for the jacking frame, the jacking head, the reaction blocks, the jacks, auger rig, and the jacking pipe. Provide sufficient pit width to allow ample working space on each side of the jacking frame. Allow sufficient pit depth such that the invert of the pipe, when placed on the guide frame, will be at the elevation desired for the completed line. Tightly sheet the pit and keep it dry at all times. 3.5 ROCK EXCAVATION A. Rock Excavation: Excavate rock within the boundary lines and grades as shown, specified or required. 1. Rock removed from the excavation becomes the property of the CONTRACTOR. Transport and dispose of excavated rock at an off site disposal location. Obtain the off site disposal location. 2. Remove all shattered rock and loose pieces. B. Structure Depths: For cast-in-place structures, excavate the rock only to the bottom of the structure, foundation slab, or drainage blanket. C. Trench Width: Maintain a minimum clear width of the trench at the level of the top of the pipe of the outside diameter of the pipe barrel plus 2 feet, unless otherwise approved. D. Trench Depth: For trench excavation, in which pipelines are to be placed, excavate the rock to a minimum depth of 8 inches below the bottom of the pipe or duct encasement. Provide a cushion of sand or suitable crushed rock. Refill the excavated space with pipe bedding material in accordance with Section 312323. Include placing, compacting and shaping pipe bedding material in the appropriate Contract Items. E. Manhole Depths: For manhole excavation, excavate the rock to a minimum depth of 8 inches below the bottom of the manhole base for pipelines 24 inches in diameter and larger and 6 inches below the bottom manhole base for pipelines less than 24 inches in diameter. Refill the excavated space with pipe bedding material in accordance with Section 312323. Include placing, compacting and shaping pipe bedding material for manhole bases in the appropriate Contract Items. F. Over-excavated Space: Refill the excavated space in rock below structures, pipelines, conduits and manholes, which exceeds the specified depths with 2,500 psi concrete, crushed stone, washed shell, or other material as directed. Include refilling of over-excavated space in rock as part of the rock excavation. Section 312316 COLLIER COUNTY EXCAVATION—EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 6 of 10 QO G G. Other Requirements: Follow, where applicable, the requirements of the subsections on "Trench Excavation" and "Structure Excavation". H. Payment: No additional payment will be made for rock excavation. 3.6 FINISHED EXCAVATION A. Finish: Provide a reasonably smooth finished surface for all excavations, which is uniformly compacted and free from irregular surface changes. B. Finish Methods: Provide a degree of finish that is ordinarily obtainable from blade- grade operations and in accordance with Section 312323. 3.7 PROTECTION A. Traffic and Erosion: Protect newly graded areas from traffic and from erosion. B. Repair: Repair any settlement or washing away that may occur from any cause, prior to acceptance. Re-establish grades to the required elevations and slopes. C. It shall be the CONTRACTOR's responsibility to acquaint himself with all existing conditions and to locate all structures and utilities along the proposed utility alignment in order to avoid conflicts. Where actual conflicts are unavoidable, coordinate work with the facility owner and perform work so as to cause as little interference as possible with the service rendered by the facility disturbed in accordance with Section 020500. Repair and/or replace facilities or structures damaged in the prosecution of the work immediately, in conformance with current standard practices of the industry, or according to the direction of the owner of such facility, at the CONTRACTOR's expense. D. Other Requirements: Conduct all Work in accordance with the environmental protection requirements specified in Division 1. 3.8 AUTHORIZED ADDITIONAL EXCAVATION A. Additional Excavation: Carry the excavation to such additional depth and width as authorized in writing, for the following reasons: 1. In case the materials encountered at the elevations shown are not suitable. 2. In case it is found desirable or necessary to go to an additional depth, or to an additional depth and width. B. Refill Materials: Refill such excavated space with either authorized 2500 psi concrete or compacted select fill material, in compliance with the applicable provisions of Section 312323. Section 312316 COLLIER COUNTY EXCAVATION—EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 7 of 10 (71° C. Compaction: Compact fill materials to avoid future settlement. As a minimum, backfill layers shall not exceed 6-inches in thickness for the full trench width and compaction shall equal 95% of maximum density, or 98% if under paved area of roadway, as determined by using ASTM D 1557. Perform compaction density tests at all such backfill areas with spacing not to exceed 100 feet apart and on each 6-inch compacted layer. D. Payment: Additional earth excavations so authorized and concrete or select fill materials authorized for filling such additional excavation and compaction of select fill materials will be paid for under the appropriate Contract Items or where no such items exist, as a change in the Work. 3.9 UNAUTHORIZED EXCAVATION A. Stability: Refill any excavation carried beyond or below the lines and grades shown, except as specified in the subsection headed "Authorized Additional Excavation", with such material and in such manner as may be approved in order to provide for the stability of the various structures. B. Refill Materials: Refill spaces beneath all manholes, structures, pipelines, or conduits excavated without authority with 2500 psi concrete or compacted select fill material, as approved. C. Payment: Refill for unauthorized excavation will not be measured and no payment will be made therefor. 3.10 SEGREGATION STORAGE AND DISPOSAL OF MATERIAL A. Stockpiling Suitable Materials: Stockpile topsoil suitable for final grading and landscaping and excavated material suitable for backfilling or embankments separately on the site in approved locations. B. Stockpile Locations: Store excavated and other material a sufficient distance away from the edge of any excavation to prevent its falling or sliding back into the excavation and to prevent collapse of the wall of the excavation. Provide not less than 2 feet clear space between the top of any stockpile and other material and the edge of any excavation. C. Excess Materials: Be responsible for transport and disposal of surplus excavated material and excavated material unsuitable for backfilling or embankments at an off site disposal location secured by the CONTRACTOR. 3.11 REMOVAL OF WATER A. Water Removal: At all times during the excavation period and until completion and acceptance of the WORK at final inspection, provide ample means and equipment with which to remove promptly and dispose of properly all water entering any excavation or other parts of the WORK. Section 312316 COLLIER COUNTY EXCAVATION—EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 8 of 10 GQ� B. Dry Excavations: Keep the excavation dry, in accordance with Section 312319. C. Water Contact: Allow no water to rise over or come in contact with masonry and concrete until the concrete and mortar have attained a set and, in any event, not sooner than 12 hours after placing the masonry or concrete. D. Discharge of Water: Dispose of water pumped or drained from the Work in a safe and suitable manner without damage to adjacent property or streets or to other work under construction. E. Protection: Provide adequate protection for water discharged onto streets. Protect the street surface at the point of discharge. F. Sanitary Sewers: Discharge no water into sanitary sewers. G. Storm Sewers: Discharge no water containing settleable solids into storm sewers. H. Repair: Promptly repair any and all damage caused by dewatering the Work. END OF SECTION Section 312316 COLLIER COUNTY EXCAVATION—EARTH AND ROCK p TECHNICAL SPECIFICATIONS Page 9 of 10 GP NO TEXT FOR THIS PAGE Section 312316 COLLIER COUNTY EXCAVATION—EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 10 of 10 �'�`_) � �a SECTION 312319 GROUNDWATER CONTROL FOR OPEN CUT EXCAVATION PART 1 GENERAL 1.1 DESCRIPTION OF REQUIREMENTS A. This section provides for furnishing all permits, labor, materials, equipment, power and incidentals for performing all operations necessary to dewater, depressurize, drain and maintain excavations as described herein and as necessary for installation of pipeline and appurtenances. Included are installing, maintaining, operating and removing dewatering systems and other approved devices for the control of surface and groundwater during the construction of pipelines and appurtenances, open cut excavations, directional drilling. Included also are protecting work against rising waters and repair of any resulting damage. 1.2 CONTRACTOR'S RESPONSIBILITY A. It is the sole responsibility of the CONTRACTOR to identify groundwater conditions and to provide any and all labor, material, equipment, techniques and methods to lower, control and handle the groundwater as necessary for his construction methods and to monitor the effectiveness of this installed system and its effect on adjacent facilities. B. Operate, maintain and modify the system(s) as required to conform to these Specifications. Upon completion of the Construction, remove the system(s). The development, drilling and abandonment of all wells used in the dewatering system shall comply with regulations of the Florida Department of Environmental Protection and the governing Water Management District. C. Assume sole responsibility for dewatering systems and for all loss or damage resulting from partial or complete failure of protective measures and any settlement or resultant damage caused by the dewatering operation. 1.3 PLANS AND OTHER DATA TO BE SUBMITTED A. Prior to commencement of work, submit complete drawings, details and layouts showing the proposed dewatering plans in sufficient detail (i.e., general arrangements, procedures to be used, etc.) so as to allow the ENGINEER to evaluate the proposed dewatering systems. Include the following, as required by the CONTRACTOR's proposed operation: 1. Names of equipment suppliers. 2. Names of installation subcontractors. Section 312319 COLLIER COUNTY GROUNDWATER CONTROL FOR TECHNICAL SPECIFICATIONS OPEN CUT EXCAVATION Page 1 of 4 PO C 3. Plan for dewatering at access shafts and control of surface drainage. 4. Plan for dewatering for cut-and-cover excavations, or otherwise controlling groundwater. 5. Eductor system layout and details. 6. Deep well locations and details. 7. Well point system layout and details. 8. Installation reports for eductors, deep wells and well points. 9. Water level readings from piezometers or observation wells, and method of maintenance. 10. As part of his request for approval of a dewatering system, demonstrate the adequacy of the proposed system and well point filler sand by means of a test installation. PART 2 PRODUCTS A. Select equipment including but not limited to pumps, eductors, well points and piping and other material desired. PART 3 EXECUTION 3.1 DEWATERING EXCAVATIONS A. Obtain all permits necessary for dewatering operations and file a copy of all such permits with the County Manager or designee and ENGINEER. B. Furnish, install, operate and maintain all necessary equipment for dewatering the various parts of the Work and for maintaining free of water the excavations and such other parts of the Work as required for Construction operations. Dewatering system should provide for continuous operation including nights, weekends, holidays, etc. Provide appropriate backup if electrical power is primary energy source for dewatering system. C. Continue dewatering in all required areas, until the involved work is completed, including the placing and compaction of backfill materials. D. Provide a uniform diameter for each pipe drain run constructed for dewatering. Remove the pipe drain when it has served its purpose. If removal of the pipe is impractical, provide grout connections at 50-foot intervals, and fill the pipe with clay grout or cement and sand grout when the pipe has served its purpose. Section 312319 COLLIER COUNTY GROUNDWATER CONTROL FOR TECHNICAL SPECIFICATIONS OPEN CUT EXCAVATION Page2of4 QO 3.2 DEWATERING TRENCH A. Dewatering Excavation Plan: Develop an excavation dewatering plan that considers site ground and groundwater conditions, the type and arrangement of the equipment to be used and the proper method of groundwater disposal. Prepare the dewatering plan before beginning excavations below groundwater. Maintain one copy of the dewatering plan at the project site to be available for inspection while all dewatering operations are underway. B. Do not lay any pipeline in a trench in the presence of water. Remove all water from the trench sufficiently ahead of the pipeline placing operation. The ENGINEER shall have full and final authority to require dewatering of the trench to ensure a dry, firm bed on which to place the pipeline. As a minimum, maintain water levels at least 6 inches below the bottom of the trench. Continue to dewater trench until trench backfilling operations have been completed. 1. If a dry trench bottom has not been obtained with usual methods of trench dewatering, then the order to excavate below grade and place sufficient select fill material, crushed stone, or 2500 psi concrete over the trench bottom may be given. 2. If all efforts fail to obtain a stable dry trench bottom, and it is determined that the trench bottom is unsuitable for pipe foundation, present an alternate system for stabilization to the Engineer of Record for approval by the County Manager or designee on a case-by-case basis. C. Removal of water may be accomplished by pumping in connection with well point installation as the particular situation may warrant. D. If the soils encountered at the trench grade are suitable for the passage of water, without destroying the sides or utility foundation of the trench, sumps may be provided at intervals at the side of the main trench excavation. Use pumps to lower the water level by taking their suction from said sumps. 3.3 REQUIREMENTS FOR EDUCTOR, WELL POINTS OR DEEP WELLS A. Eductor, well points or deep wells, where used, must be furnished, installed and operated by a reputable CONTRACTOR regularly engaged in this business, and approved. 3.4 DURATION OF DRAINAGE A. In areas where concrete is to be placed, carry out the foundation drainage so that the required lowering of the water table will be effected prior to placing reinforcing steel. Keep foundation beds free from water to the same levels for 3 days after placing concrete. Section 312319 COLLIER COUNTY GROUNDWATER CONTROL FOR TECHNICAL SPECIFICATIONS OPEN CUT EXCAVATION Page 3 of 4 3.5 PROTECTION OF STRUCTURES A. Provide adequate protection for all structures to avoid damage to concrete. B. Operate construction equipment over completed concrete slabs or structures only with approval. Rubber tire equipment heavier than 5 tons and crawlers heavier than 7 tons will require adequate load spreading by sand fill or other means. 3.6 DISCHARGE OF WATER A. Do not discharge pumped drainage water into the sanitary sewer system or inhibit pedestrian or vehicular traffic with the groundwater control system. B. Discharge pumped drainage water into the storm sewer system or drainage ditch by direct means (i.e., discharge hose to inlet, burying header, etc.). Monitor the discharged water to determine that soil particles are not being removed. C. Conform all discharge to current South Florida Water Management District and Collier County Department of Stormwater Management rules, regulations, procedures and regulatory permits and if discharged into receiving waters, shall not exceed 29 N.T.U.'s above background. 3.7 REPAIR OF DAMAGE A. Assume full responsibility for all loss and damage due to flooding, rising water or seepage resulting from dewatering operations in any part of the work. Repair any damage to partially completed work from these or other causes, including the removal of slides, repair of foundation beds and performance of any other work necessitated by lack of adequate dewatering or drainage facilities. END OF SECTION Section 312319 COLLIER COUNTY GROUNDWATER CONTROL FOR TECHNICAL SPECIFICATIONS OPEN CUT EXCAVATION Page 4 of 4 Gp,O SECTION 312323 BACKFILLING PART 1 GENERAL 1.1 SUMMARY A. General Requirements: Backfill all excavation to the original surface of the ground or to such other grades as may be shown or required. For areas to be covered by topsoil, leave or stop backfill (12) inches below the finished grade. Obtain approval for the time elapsing before backfilling against masonry structures. Remove from all backfill, any compressible, putrescible, or destructible rubbish and refuse and all lumber and braces from the excavated space before backfilling is started. Leave sheeting and bracing in place or remove as the work progresses. B. Equipment Limitations: Do not permit construction equipment used to backfill to travel against and over cast-in-place concrete structures until the specified concrete strength has been obtained, as verified by concrete test cylinders. In special cases where conditions warrant, the above restriction may be modified providing the concrete has gained sufficient strength, as determined from test cylinders, to satisfy design requirements for the removal of forms and the application of load. C. Related Work Specified In Other Sections Includes: 1. Section 017416 — Site Clearing 2. Section 312316 — Excavation — Earth and Rock 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. ASTM D 1557 - Standard Test Methods for Moisture-Density Relations of Soil and Soil-Aggregate Mixtures Using 10 lb Rammer and 18 in Drop PART 2 PRODUCTS 2.1 BACKFILL MATERIAL - GENERAL A. General: Refer to Utilities Standards and Procedures Ordinance Section 9.1.2 for laying and backfilling requirements. Backfill with sound materials, free from waste, organic matter, rubbish, boggy or other unsuitable materials. Acceptable backfill shall not contain rocks or stones larger than 2 inches in size. Section 312323 COLLIER COUNTY BACKFILLING TECHNICAL SPECIFICATIONS Page 1 of 8 O GP B. General Materials Requirements: Conform materials used for backfilling to the requirements specified. Follow common fill requirements whenever drainage or select fill is not specified. Determine and obtain the approval of the appropriate test method where more than one compaction test method is specified. C. Classification of Approved Embedment Materials: Embedment materials listed here include a number of processed materials plus the soil types defined according to the Unified Soil Classification System (USCS) in ASTM D2487. These materials are grouped into 5 broad categories according to their suitability for this application. 1. Class I: Angular, 0.25 inch to 1.5 inch (6 to 40 mm) graded stone, including a number of fill materials that have regional significance such as coral, slag, cinders, crushed shells and crushed stone. (Note: The size range and resulting high void ratio of Class I material makes it suitable for use to dewater trenches during pipe installation. This permeable characteristic dictates that its use be limited to locations where pipe support will not be lost by migration of fine grained natural material from the trench walls and bottom or migration of other embedment materials into the Class I material. When such migration is possible, the material's minimum size range should be reduced to finer than 0.25 inch (6 mm) and the gradation properly designed to limit the size of the voids. An alternative to modifying the gradation is to use a geotextile fabric as a barrier to migration to fines.) 2. Class II: Coarse sands and gravels with maximum particle size of 1.5 inches (40 mm), including variously graded sands and gravels containing small percentages of fines, generally granular and non-cohesive, either wet or dry. Soil Types GW, GP, SW and SP are included in this class. (Note: Sands and gravels, which are clean or borderline between clean and with fines, should be included. Coarse-grained soils with less than 12 percent, but more than 5 percent fines are neglected in ASTM D2487 and the USCS, but should be included. The gradation of Class II material influences its density and pipe support strength when loosely placed. The gradation of Class II material may be critical to the pipe support and stability of the foundation and embedment, if the material is imported and is not native to the trench excavation. A gradation other than well graded, such as uniformly graded or gap graded, may permit loss of support by migration into void spaces of a finer grained natural material from the trench wall and bottom. An alternative to modifying the gradation is to use a geotextile fabric as a barrier to migration of fines.) 3. Class Ill: Fine sand and clayey (clay filled) gravels, including fine sands, sand-clay mixtures and gravel-clay mixtures. Soil Types GM, GC, SM and SC are included in this class. Section 312323 COLLIER COUNTY BACKFILLING TECHNICAL SPECIFICATIONS Page 2 of 8 Gp,O 4. Class IV: Silt, silty clays and clays, including inorganic clays and silts of medium to high plasticity and liquid limits. Soil Types MH, ML, CH and CL are included in this class. (Note: Use caution in the design and selection of the degree and method of compaction for Class IV soils because of the difficulty in properly controlling the moisture content under field conditions. Some Class IV soils with medium to high plasticity and with liquid limits greater than 50 percent (CH, MH, CH-MH) exhibit reduced strength when wet and should only be used for bedding, haunching and initial backfill in arid locations where the pipe embedment will not be saturated by groundwater, rainfall or exfiltration from the pipe. Class IV soils with low to medium plasticity and with liquid limits lower than 50 percent (CL, ML, CL-ML) also require careful consideration in design and installation to control moisture content, but need not be restricted in use to arid locations.) 5. Class V: This class includes the organic soils OL, OH and PT as well as soils containing frozen earth, debris, rocks larger than 1.5 inches (40 mm) in diameter and other foreign materials. Do not use these materials for bedding, haunching or backfill. 2.2 SELECT FILL A. Materials for Select Fill: Use clean gravel, crushed stone, washed shell, or other granular or similar material as approved which can be readily and thoroughly compacted to 95 percent of the maximum dry density obtainable by ASTM D 1557. 1. Allowed Materials: Grade select fill between the following limits: U.S. Standard Percent Passing Sieve By Weight 2 inch 100 1-1/2 inch 90-100 1 inch 75-95 1/2 inch 45-70 #4 25-50 #10 15-40 #200 5-15 2. Unallowed Materials: Very fine sand, uniformly graded sands and gravels, sand and silt, soft earth, or other materials that have a tendency to flow under pressure when wet are unacceptable as select fill. Section 312323 COLLIER COUNTY BACKFILLING TECHNICAL SPECIFICATIONS Page 3 of 8 GPO 2.3 COMMON FILL A. Materials for Common Fill: Material from on-site excavation may be used as common fill provided that it can be readily compacted to 90 percent of the maximum dry density obtainable by ASTM D 1557, and does not contain unsuitable material. Select fill may be used as common fill at no change in the Contract Price. B. Granular Materials On-Site: Granular on-site material, which is fairly well graded between the following limits may be used as granular common fill: U.S. Standard Percent Passing Sieve by Weight 2 inch 100 #10 50-100 #60 20-90 #200 0-20 C. Cohesive Materials On-Site: Cohesive site material may be used as common fill. 1. The gradation requirements do not apply to cohesive common fill. 2. Use material having a liquid limit less than or equal to 40 and a plasticity index less than or equal to 20. D. Material Approval: All material used as common fill is subject to approval. If there is insufficient on-site material, import whatever additional off-site material is required which conforms to the specifications and at no additional cost. 2.4 UTILITY PIPE BEDDING A. Gradation for Small Piping: For pipe 18 inches or less in diameter, use pipe bedding of material 90 percent of which will be retained on a No. 8 sieve and 100 percent of which will pass a 1/2-inch sieve and be well graded between those limits. B. Gradation for Large Piping: For pipe larger than 18 inches in diameter, use the same pipe bedding material as specified for smaller pipe or use a similar well graded material 90 percent of which will be retained on a No. 8 sieve and 100 percent of which will pass a 1-inch sieve. C. Provide a minimum of six (6) inches bedding material under all gravity sewer piping. In areas where poor soil conditions or rock exist, provide a minimum of six (6) inches of pipe bedding material under water or force main pressure pipe. Section 312323 COLLIER COUNTY BACKFILLING TECHNICAL SPECIFICATIONS Page 4 of 8 PART 3 EXECUTION 3.1 PRECAST MANHOLE BEDDING A. Bedding Compaction: Bed all precast manholes in well graded, compacted 12- inch layer of crushed stone. Compact bedding thickness no less than 6 inches for precast concrete manhole bases. B. Concrete Work Mats: Cast cast-in-place manhole bases and other foundations for structures against a 2500 psi concrete work mat in clean and dry excavations. C. Bedding Placement: Place select fill used for bedding beneath precast manhole bases, in uniform layers not greater than 9 inches in loose thickness. Thoroughly compact in place with suitable mechanical or pneumatic tools to not less than 95 percent of the maximum dry density as determined by ASTM D 1557. D. Use of Select Fill: Bed existing underground structures, tunnels, conduits and pipes crossing the excavation with compacted select fill material. Place bedding material under and around each existing underground structure, tunnel, conduit or pipe and extend underneath and on each side to a distance equal to the depth of the trench below the structure, tunnel, conduit or pipe. 3.2 PIPE BEDDING AND INITIAL BACKFILL A. Placement: Place backfill for initial pipe backfill from top of bedding to 1 foot over top of pipes in uniform layers not greater than 8 inches in loose thickness. Tamp under pipe haunches and thoroughly compact in place the backfill with suitable mechanical or pneumatic tools to not less than 98 percent of the maximum dry density as determined by ASTM D 1557. B. Foundation Bedding: Place bedding, to a depth specified by the County Manager or designee, as a foundation in wet, yielding or mucky locations. Construct foundation bedding by removal of the wet, yielding or mucky material and replacement with sufficient Class I material to correct soil instability. C. Stone Placement: Do not place large stone fragments in the pipe bedding or backfill within 2 feet over or around pipelines, or nearer than 2 feet at any point from any casing pipe, conduit or concrete wall. D. Machine Compaction: Machine Compaction of initial backfill is prohibited unless adequate cover as deemed by the County Manager or designee is provided. In no case shall adequate cover be less than 12 inches. E. Unallowed Materials: Pipe bedding containing very fine sand, uniformly graded sands and gravels, sand and silt, soft earth, or other materials that have a tendency to flow under pressure when wet is unacceptable. Section 312323 COLLIER COUNTY BACKFILLING TECHNICAL SPECIFICATIONS Page 5 of 8 ,�C1 i 3.3 TRENCH BACKFILL A. General: Backfill trenches from 1 foot over the top of the pipe, from the top of electrical duct bedding or as shown to the bottom of pavement base course, subgrade for lawns or lawn replacement, to the top of the existing ground surface or to such other grades as may be shown or required. B. Materials: All backfill material shall be acceptable dry materials, and shall be free from cinders, ashes, refuse, vegetable or organic material, boulders, rocks, or stones, or other deleterious material which in the opinion of the County Manager or designee is unsuitable. C. Depth of Placement - Place trench backfill in uniform layers not greater than 12 inches in loose thickness and that can be thoroughly compacted in place using suitable mechanical or pneumatic equipment to not less than 98 percent of the maximum dry density as determined by ASTM D 1557. D. Depth of Placement - Undeveloped Areas: In nondeveloped areas and where select fill material or hand-placed backfill are not specified or required, place suitable job-excavated material or other approved backfill in lifts not exceeding 12 inches in loose thickness. Lifts of greater thickness may be permitted by the County Manager or designee if the CONTRACTOR demonstrates compliance with required densities. When the trench is full, consolidate the backfill by jetting, spading, or tamping to ensure complete filling of the excavation. Mound the top of the trench approximately 12 inches to allow for consolidation of backfill. E. Compaction: Compact backfill as a percentage of the maximum density at optimum moisture content as determined by the standard proctor test, ASTM D698 as demonstrated in the following table: Area (Mod.)ASTM D1557 Around and 1' (Min) above top of pipe 98 Remaining Trench 98 Pavement Sub-Grade and Shoulders (Last 3' of 98 Fill) Base Material and Pavement 98 Adjacent to Structures (Areas not Paved) 98 Under Structures 98 Sub-Base 98 F. Density Tests: Density tests will be made at the request of the County Manager or designee. Deficiencies will be corrected at the expense of the CONTRACTOR. G. Dropping of Material on Work: Do trench backfilling work in such a way as to prevent dropping material directly on top of any conduit or pipe through any great vertical distance. Section 312323 COLLIER COUNTY BACKFILLING TECHNICAL SPECIFICATIONS Page 6 of 8 (--())Cj‘''s H. Distribution of Large Materials: Break lumps up and distribute any stones, pieces of crushed rock or lumps which cannot be readily broken up, throughout the mass so that all interstices are solidly filled with fine material. 3.4 STRUCTURE BACKFILL A. Use crushed stone underneath all structures, and adjacent to structures where pipes, connections and structural foundations are to be located within this fill. Use crushed stone beneath all pavements, walkways, and railroad tracks, and extend to the bottom of pavement base course or ballast. 1. Place backfill in uniform layers not greater than 8 inches in loose thickness and thoroughly compact in place with suitable approved mechanical or pneumatic equipment. 2. Compact backfill to not less than 95 percent of the maximum dry density as determined by ASTM D 1557. B. Use of Common Fill: Use common granular fill adjacent to structures in all areas not specified above. Select fill may be used in place of common granular fill at no additional cost. 1. Extend such backfill from the bottom of the excavation or top of bedding to the bottom of subgrade for lawns or lawn replacement, the top of previously existing ground surface or to such other grades as may be shown or required. 2. Place backfill in uniform layers not greater than 8 inches in loose thickness and thoroughly compact in place with suitable equipment, as specified above. 3. Compact backfill to not less than 90 percent of the maximum dry density as determined by ASTM D 1557. 3.5 COMPACTION EQUIPMENT A. Equipment and Methods: Carry out all compaction with suitable approved equipment and methods. 1. Compact clay and other cohesive material with sheep's-foot rollers or similar equipment where practicable. Use hand held pneumatic tampers elsewhere for compaction of cohesive fill material. 2. Compact low cohesive soils with pneumatic-tire rollers or large vibratory equipment where practicable. Use small vibratory equipment elsewhere for compaction of cohesionless fill material. Section 312323 COLLIER COUNTY BACKFILLING TECHNICAL SPECIFICATIONS Page 7 of 8 C;) 3. Do not use heavy compaction equipment over pipelines or other structures, unless the depth of fill is sufficient to adequately distribute the load. 3.6 FINISH GRADING A. Final Contours: Perform finish grading in accordance with the completed contour elevations and grades shown and blend into conformation with remaining natural ground surfaces. 1. Leave all finished grading surfaces smooth and firm to drain. 2. Bring finish grades to elevations within plus or minus 0.10 foot of elevations or contours shown. B. Surface Drainage: Perform grading outside of building or structure lines in a manner to prevent accumulation of water within the area. Where necessary or where shown, extend finish grading to ensure that water will be carried to drainage ditches, and the site area left smooth and free from depressions holding water. 3.7 RESPONSIBILITY FOR AFTERSETTLEMENT A. Aftersettlement Responsibility: Take responsibility for correcting any depression which may develop in backfilled areas from settlement within one year after the work is fully completed. Provide, as needed, backfill material, pavement base replacement, permanent pavement, sidewalk, curb and driveway repair or replacement, and lawn replacement, and perform the necessary reconditioning and restoration work to bring such depressed areas to proper grade as approved. 3.8 INSPECTION AND TESTING OF BACKFILLING A. Sampling and Testing: Provide sampling, testing, and laboratory methods in accordance with the appropriate ASTM Standard Specification. Subject all backfill to these tests. B. Correction of Work: Correct any areas of unsatisfactory compaction by removal and replacement, or by scarifying, aerating or sprinkling as needed and recompaction in place prior to placement of a new lift. C. Testing Schedule: 1. Compaction Schedule 2. Optimum Moisture Content (Proctor Test) END OF SECTION Section 312323 COLLIER COUNTY BACKFILLING TECHNICAL SPECIFICATIONS Page 8 of 8 GPO SECTION 314000 SHORING, SHEETING AND BRACING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Work required for protection of an excavation or structure through shoring, sheeting, and bracing. B. Related Work Specified In Other Sections Includes: 1. Section 312316 — Excavation — Earth and Rock 2. Section 312323 — Backfilling 1.2 SUBMITTALS A. General: Provide all submittals, including the following, as specified in Division 1. B. CONTRACTOR's Submittals: All sheeting and bracing shall be the responsibility of the CONTRACTOR to retain qualified design services for these systems, and to be completed with strict adherence to OSHA Regulations. Submit complete design calculations and working drawings of proposed shoring, sheeting and bracing which have been prepared, signed and sealed by a Licensed Professional Engineer experienced in Structural Engineering and registered in the State of Florida, before starting excavation for jacking pits and structures. Use the soil pressure diagram shown for shoring, sheeting and bracing design. ENGINEER's review of calculations and working drawings will be limited to confirming that the design was prepared by a licensed professional engineer and that the soil pressure diagram shown was used. 1.3 REFERENCES A. Design: Comply with all Federal and State laws and regulations applying to the design and construction of shoring, sheeting and bracing. B. N.B.S. Building Science Series 127 "Recommended Technical Provisions for Construction Practice in Shoring and Sloping Trenches and Excavations." 1.4 QUALITY ASSURANCE A. Regulatory Requirements: Do work in accordance with the U.S. Department of Labor Safety and Health Regulations for construction promulgated under the Occupational Safety Act of 1970 (PL 91-596) and under Section 107 of the Contract Work Hours and Safety Standards Act (PL 91-54), and the Florida Section 314000 COLLIER COUNTY SHORING, SHEETING AND BRACING TECHNICAL SPECIFICATIONS Page 1 of 4 GPO Trench Safety Act. Observe 29 CFR 1910.46 OSHA regulations for Confined Space Entry. PART 2 PRODUCTS 2.1 MANUFACTURERS AND MATERIALS A. Material Recommendations: Use manufacturers and materials for shoring, sheeting and bracing as recommended by the Licensed Professional Engineer who designed the shoring, sheeting, and bracing. 1. Wood Materials: Oak, or treated fir or pine for wood lagging. PART 3 EXECUTION 3.1 SHORING, SHEETING AND BRACING INSTALLATION A. General: Provide safe working conditions, to prevent shifting of material, to prevent damage to structures or other work, to avoid delay to the work, all in accordance with applicable safety and health regulations. Properly shore, sheet, and brace all excavations which are not cut back to the proper slope and where shown. Meet the general trenching requirements of the applicable safety and health regulations for the minimum shoring, sheeting and bracing for trench excavations. 1. CONTRACTOR's Responsibility: Sole responsibility for the design, methods of installation, and adequacy of the shoring, sheeting and bracing. B. Arrange shoring, sheeting and bracing so as not to place any strain on portions of completed work until the general construction has proceeded far enough to provide ample strength. C. If ENGINEER is of the opinion that at any point the shoring, sheeting or bracing are inadequate or unsuited for the purpose, resubmission of design calculations and working drawings for that point may be ordered, taking into consideration the observed field conditions. If the new calculations show the need for additional shoring, sheeting and bracing, it should be installed immediately. D. Monitoring: Periodically monitor horizontal and vertical deflections of sheeting. Submit these measurements for review. E. Accurately locate all underground utilities and take the required measures necessary to protect them from damage. Keep all underground utilities in service at all times as specified in Division 1. Section 314000 COLLIER COUNTY SHORING, SHEETING AND BRACING TECHNICAL SPECIFICATIONS Page 2 of 4 Gp0 F. Driven Sheeting: Drive tight sheet piling in that portion of any excavation in paved or surface streets City collector and arterial streets and in State and County highways below the intersection of a one-on-one slope line from the nearest face of the excavation to the edge of the existing pavement or surface. G. Sheeting Depth: In general drive or place sheeting for pipelines to a depth at elevation equal to the top of the pipe as approved. 1. If it is necessary to drive sheeting below that elevation in order to obtain a dry trench or satisfactory working conditions, cut the sheeting off at the top of the pipe and leave in place sheeting below the top of the pipe. 2. Do not cut the sheeting until backfill has been placed and compacted to the top of the pipe. H. Sheeting Removal: In general, remove sheeting and bracing above the top of the pipe as the excavation is refilled in a manner to avoid the caving in of the bank or disturbance to adjacent areas or structures. Remove sheeting as backfilling progresses so that the sides are always supported or when removal would not endanger the construction of adjacent structures. When required to eliminate excessive trench width or other damages, shoring or bracing shall be left in place and the top cut off at an elevation 2.5 feet below finished grade, unless otherwise directed. 1. Carefully fill voids left by the withdrawal of the sheeting by jetting, ramming or otherwise. 2. No separate payment will be made for filling of such voids. END OF SECTION Section 314000 COLLIER COUNTY SHORING, SHEETING AND BRACING TECHNICAL SPECIFICATIONS Page 3 of 4 NO TEXT FOR THIS PAGE Section 314000 COLLIER COUNTY SHORING, SHEETING AND BRACING TECHNICAL SPECIFICATIONS Page 4 of 4 SECTION 320117 PAVEMENT REPAIR AND RESTORATION PART 1 GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment, and incidentals required and remove and replace pavements over trenches excavated for installation of pipelines as shown on the drawings and/or specified herein. 1.2 GENERAL A. Repair all damage, as a result of work under this project, done to existing pavement, driveways, paved areas, curbs and gutters, sidewalks, shrubbery, grass, trees, utility poles, utility pipe lines, conduits, drains, catch basins, or stabilized areas or driveways and including all obstructions not specifically named herein, in a manner satisfactory to the ENGINEER. Include in the bid price, the furnishing of all labor, materials, equipment, and incidentals necessary for the cutting, repair, and restoration of the damaged areas unless pay items for specific types of repair are included in the Bid Form. B. Keep the surface of the backfilled area of excavation in a safe condition and level with the remaining pavement until the pavement is restored in the manner specified herein. All surface irregularities that are dangerous or obstructive to traffic are to be removed. Conform the repair to applicable COUNTY or State requirements for pavement repair and as described herein. C. The COUNTY reserves the right to require soil bearing or loading tests or materials tests, should the adequacy of the foundation or the quality of materials used be questionable. Costs of these tests shall be the responsibility of the COUNTY, if found acceptable; the costs of all failed tests shall be the responsibility of the CONTRACTOR. D. Make all street and road repair in accordance with the details indicated on the drawings and in accordance with the applicable requirements of these Specifications and meeting the permit requirements and approval of the governing Department of Transportation agencies. E. Replace pavement or roadway surfaces cut or damaged in equal or better condition than the original, including stabilization, base course, surface course, curb and gutter or other appurtenances. Obtain the necessary permits prior to any roadway work. Provide advance notice to the appropriate authority, as required, prior to construction operations. Section 320117 COLLIER COUNTY PAVEMENT REPAIR AND RESTORATION TECHNICAL SPECIFICATIONS Page 1 of 6 O GP 1. Roadway Restoration (within Collier County Department of Transportation & Engineering jurisdiction): Perform restoration in accordance with the requirements set forth in the "Right-of-Way Utility Construction Activities Policy" and these Standards. Obtain prior approval from Collier County DOT for the materials of construction and method of installation, along with the proposed restoration design for items not referred or specified herein. a. Where existing pavement is to be removed, mechanical saw cut the surface prior to trench excavation, leaving a uniform and straight edge parallel or perpendicular to the roadway centerline with minimum disturbance to the remaining adjacent surfacing. Provide minimal width of cut for this phase of existing pavement removal. b. Immediately following the specified backfilling and compaction, apply a temporary sand seal coat surface to the cut areas. For this temporary surfacing, provide a smooth traffic surface with the existing roadway and maintain until final restoration. Ensure that surfacing remains for a minimum of ten (10) days in order to assure the stability of the backfill under normal traffic conditions. Thirty (30) days following this period and prior to sixty (60) days after application: remove the temporary surfacing and perform final roadway surface restoration. c. In advance of final restoration, remove the temporary surfacing and mechanically saw the existing pavement straight and clean to the stipulated dimensions, if needed. Following the above operation, proceed immediately with final pavement restoration in accordance with the requirements set forth by Collier County Department of Transportation. d. No layer shall be greater than two inches (2") when compacted. Where a surface course is constructed to a thickness greater than two inches (2"), construct it in approximately equal layers, each not exceeding two inches (2"). e. Where necessitated by traffic conditions, lay mixture in strips in such manner as to provide for the passage of traffic. Where the road is closed to traffic, mixture may be laid to the full width, by machines traveling in parallel. 2. Roadway Restoration (outside Collier County Department of Transportation jurisdiction) — Conform work within the rights-of-way of public thoroughfares which are not under jurisdiction of Collier County to the requirements of the Governmental agency having jurisdiction or the Florida Department of Transportation, if no governmental agencies have jurisdiction. Work within State Highway right-of-way shall be in full compliance with all requirements of the permit drawings, and to the satisfaction of the Florida Department of Transportation. Section 320117 COLLIER COUNTY PAVEMENT REPAIR AND RESTORATION TECHNICAL SPECIFICATIONS Page 2 of 6 O GP 1.3 QUALITY ASSURANCE A. Applicable provisions of the latest version of the Florida Department of Transportation "Standard Specifications for Road and Bridge Construction", and Supplemental Specifications hereunder govern the work under this Section. The Florida Department of Transportation will hereafter be referred to as FDOT. PART 2 PRODUCTS 2.1 MATERIALS A. Use materials for flexible base pavement and base course as specified in the latest version of the Florida Department of Transportation "Standard Specifications for Road and Bridge Construction". PART 3 EXECUTION 3.1 CUTTING PAVEMENT A. Cut and remove pavement to straight edges, 6 inches outside each edge of proposed trench to avoid pavement damage during installation of the new pipelines and appurtenances and for making connections to existing pipelines. B. Before removing pavement, mark the pavement for cuts nearly paralleling pipelines and existing street lines. Cut asphalt pavement along the markings with a jackhammer, rotary saw, or other suitable tool. C. No pavement shall be machine pulled until completely broken and separated along the marked cuts. D. The pavement adjacent to pipeline trenches shall neither be disturbed nor damaged. If the adjacent pavement is disturbed or damaged, irrespective of cause, remove the damaged pavement replace it at CONTRACTOR's expense. 3.2 GENERAL RESTORATION A. Restore, replace or rebuild existing street paving, driveways, etc., using the same type of construction as was in the original. Be responsible for restoring all such work, including sub-grade and base courses where present. Obtain and pay for such local or other governmental permits as may be necessary for the opening of streets. Meet any requirements other than those herein set forth which may affect the type, quality and manner of carrying on the restoration of surfaces by reason of jurisdiction of such governmental bodies. B. In all cases, maintain, without additional compensation, all permanent replacement of street paving, done by him under this Contract until accepted by the County Manager or designee, including the removal and replacement of such Section 320117 COLLIER COUNTY PAVEMENT REPAIR AND RESTORATION TECHNICAL SPECIFICATIONS Page 3 of 6 O GP work wherever surface depressions or underlying cavities result from settlement of trench backfill. C. Complete all the final resurfacing or re-paving of streets or roads, over the excavations and relay paving surfaces of roadbed that have failed or been damaged prior to acceptance by the County Manager or designee. Conform backfilling of trenches and the preparation of sub-grades to the requirements of Section 312323. D. Do all re-paving or resurfacing in accordance with Florida Department of Transportation Specifications, to which the following requirement of trench backfill will be added: Where pipeline construction crosses paved areas such as streets, backfill the top 24 inches of trench below the road bases or concrete slabs with compacted A-4 or better material that will provide a bearing value of not less than 75 when tested by the Florida Department of Transportation Soil Bearing Test Methods. 3.3 PRIME AND TACK COATS A. Apply bituminous prime and tack coats on the previously prepared base course in accordance with Section 300 of the FDOT Specifications. 3.4 WEARING COURSE A. Use plant-mixed hot bituminous pavement to the thickness indicated in the drawings conforming to Type III asphaltic concrete in accordance with Section 333 of the FDOT Specifications. The requirements for plant and equipment are specified in Section 320 and the general construction requirements for asphaltic concrete pavement are contained in Section 330 of the FDOT specifications. 3.5 TESTING A. Perform all field-testing at an independent laboratory employed by the COUNTY. Test and certify all materials by the producer. Repeat tests of sub-grade or base not meeting specified compaction at the CONTRACTOR's expense. 3.6 MISCELLANEOUS RESTORATION A. Restore sidewalks, cut or damaged by construction, in full sections or blocks to a minimum thickness of four inches. Restore concrete curb or curb gutter to the existing height and cross section in full sections or lengths between joints. Concrete shall be as specified on the drawings. Restore grassed yards, shoulders and parkways to match the existing sections with grass seed or sod of a type matching the existing grass. Section 320117 COLLIER COUNTY PAVEMENT REPAIR AND RESTORATION TECHNICAL SPECIFICATIONS Page 4 of 6 c o 3.7 CLEANUP A. After all repair and restoration or paving has been completed, remove all excess asphalt, dirt, and other debris from the roadways. Check and clean all existing storm sewers and inlets of any construction debris. END OF SECTION Section 320117 COLLIER COUNTY PAVEMENT REPAIR AND RESTORATION TECHNICAL SPECIFICATIONS Page 5 of 6 ,c� NO TEXT FOR THIS PAGE Section 320117 COLLIER COUNTY PAVEMENT REPAIR AND RESTORATION TECHNICAL SPECIFICATIONS Page 6 of 6 GPO SECTION 321300 SIDEWALKS, DRIVEWAYS AND CURBS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Sidewalks, sidewalk ramps, driveways, curbs and drive approaches complete with concrete materials, concrete curing compounds, joint materials, field quality control and appurtenances. 1.2 REFERENCES A. Reference Standards: Conform the work for this Section to the applicable portions of the following standard Specifications. 1. ASTM - American Society of Testing and Materials 2. AASHTO - American Association of State Highway and Transportation Officials 3. FDOT - Florida Department of Transportation - Standard Specifications for Road and Bridge Construction. 4. FAC - Florida Accessibility Code. 5. ADAAG - American with Disabilities Act Accessibility Guidelines 6. UFAS - Uniform Federal Accessibility Standards 1.3 SUBMITTALS A. Reports: Written permission for the use of all local disposal sites Furnish copies to the ENGINEER. B. Test Reports: 1. Thickness and Compressive Strength: Provide the ENGINEER with two (2) certified copies of the test results. Perform the tests by a laboratory approved by the ENGINEER. 1.4 JOB CONDITIONS A. Environmental Requirements: Section 321300 COLLIER COUNTY SIDEWALKS, DRIVEWAYS AND CURBS TECHNICAL SPECIFICATIONS Page 1 of 8 PO 1. Temperature: Comply with the requirements for concrete installation due to outside ambient air temperatures as specified under Article 3.3.1 of this Section. B. Protection: 1. Protection Against Rain: Comply with the requirements for protecting new work against damage from Rain, as specified under Article 3.3.1 of this Section. PART 2 PRODUCTS 2.1 MATERIALS A. Concrete: Use 2,500-psi concrete except as modified herein. B. Ready-Mixed Concrete: Use ready-mixed concrete that conforms to ASTM C94, Alternate 2. C. Water: Use water for mixing and curing concrete reasonably clean and free from oil, salt, acid, alkali, chlorides, sugar, vegetable, or other substances injurious to the finished product. Waters from sources approved by the local Health Department as potable may be used without test. Test water requiring testing in accordance with the current Method of Test for Quality of Water to be Used in Concrete, AASHTO T-26. D. Concrete Curing Compounds: Use white membrane curing compound for curing concrete that conforms to AASHTO M148, Type 1 clear, or Type 2 while per FDOT Section 925. E. Premolded Joint Filler: Use fiber joint filler that conforms to ASTM D1751. Use filler of the thickness, as specified herein, or as directed by the ENGINEER. F. Steel Hook Bolts: Use hook bolts that conform to ASTM A706, or for Grade 60 of ASTM A615, A616, or A617. Use 5/8-inch diameter hook bolts self-tapping. G. Joint Sealant: Use hot-poured type joint sealant that conforms to ASTM D1190. PART 3 EXECUTION 3.1 CONTRACTOR'S VERIFICATION A. Excavation and Forming: Prior to the installation of any concrete, examine the excavation and forms for the proper grades, lines, and levels required to receive the new work. Ascertain that all excavation and compacted subgrades are adequate to receive the concrete to be installed. Section 321300 COLLIER COUNTY SIDEWALKS, DRIVEWAYS AND CURBS n),•0 TECHNICAL SPECIFICATIONS Page 2 of 8 1. Correct all defects and deficiencies before proceeding with the work. B. Existing Improvements: Investigate and verify location of existing improvements to which the new work is to be connected. 1. Making necessary adjustment in line and grade to align the new work with the existing improvements must be approved by the ENGINEER prior to any change. 3.2 PREPARATION A. Forms: Use wood or metal forms, straight and free from warp, clean, and sufficient strength to resist springing during the process of depositing concrete against them. 1. Use full depth of the concrete forms. 3.3 INSTALLATION A. Sidewalks, Sidewalk Ramps, Driveways and Driveway Approaches: Construct all sidewalks and sidewalk ramps four (4) inches thick except at driveways and alleys. Construct thickness of the sidewalks six (6) inches at driveways and alleys. Construct sidewalks five (5) feet wide unless otherwise noted on the Plans, and slope 1/4-inch per foot towards the center of the road. Normally, sidewalks will be located within the right-of-way, parallel the property lines, at a distance of 1-foot from the property line. 1. Construct alleys, driveways and approaches six (6) inches thick. Construct the width of the driveways and driveway approaches as shown on the Plans or as directed by the ENGINEER. B. Removal of Existing Curb for Sidewalk Ramps and Driveway Approaches: Conform construction of sidewalk ramps within street intersections where curbed pavement existing to the current FDOT Roadway and Traffic Design Standards. 1. Saw cut, to full depth of pavement, and remove a minimum of an 18-inch wide curb and gutter section where there is no proper curb drop for the sidewalk ramp or driveway approach. When mountable curbs are present, remove a 24-inch wide curb and gutter section for the construction of sidewalk ramps, as specified above. 2. Remove curb and gutter as determined by the ENGINEER in the field but remove curb and gutter at least as wide as the proposed sidewalk ramp plus 1-foot on each side. Section 321300 COLLIER COUNTY SIDEWALKS, DRIVEWAYS AND CURBS TECHNICAL SPECIFICATIONS Page 3 of 8 ,()) 3. Replace the removed curb and gutter section with materials, equal to what was removed and seal joint with hot poured rubber asphalt. C. Install 5/8-inch diameter self-tapping hook bolts, in the existing concrete pavement as indicated on the Plans prior to placing concrete for the removed curb and gutter section. D. Placement of Forms: Use wood forms, straight and free from warp, of nominal depth for sidewalk sections less than 25 feet in length. 1. Stake forms to line and grade in a manner that will prevent deflection and settlement. 2. When unit slab areas are to be poured, place slab division forms such that the slab division joints will be straight and continuous. 3. Set forms for sidewalk ramps to provide a grade toward the centerline of the right-of-way in accordance with current standards. Use a uniform grade, except as may be necessary to eliminate short grade changes. 4. Oil forms before placing concrete. Leave forms in place at least 12 hours after the concrete is placed. Place forms ahead of the pouring operations to maintain uninterrupted placement of concrete. 5. The use of slip form pavers can be allowed when approved by the ENGINEER in lieu of the construction system described above. E. Joints: Construct transverse and longitudinal expansion and plane-of-weakness joints at the locations specified herein, or as indicated on the Plans or as directed by the ENGINEER. 1. Place the transverse expansion joints for the full width and depth of the new work. Use transverse expansion joints placed against an existing pavement a minimum of six (6) inches deep but no less than the thickness of the concrete being placed. 2. Conform longitudinal expansion joints to the requirements as transverse expansion joints. 3. Construct joints true to line with their faces perpendicular to the surface of the sidewalk. Install the top slightly below the finished surface of the sidewalk. Construct transverse joints at right angles to the centerline of the sidewalk and construct longitudinal joints parallel to the centerline or as directed by the ENGINEER. 4. Place transverse expansion joints, 1/2-inch thick, through the sidewalk at uniform intervals of not more than 50 feet and elsewhere as shown on the Plans, or as directed by the ENGINEER. Section 321300 COLLIER COUNTY SIDEWALKS, DRIVEWAYS AND CURBS 00 TECHNICAL SPECIFICATIONS Page 4 of 8 5. Place expansion joints, 1/2-inch thick, between the sidewalk and back of abutting parallel curb, buildings or other rigid structures, concrete driveways and driveway approaches. When directed by the ENGINEER, place the expansion joint between sidewalks and buildings 1-foot from the property line and parallel to it. 6. Form plane-of-weakness joints every five (5) feet. Form joints by use of slab divisions forms extending to the full depth of the concrete or by cutting joints in the concrete, after floating, to a depth equal to 1/4 the thickness on the sidewalk. Construct cut joints not less than 1/8-inch or more than 1/4-inch in width and finish smooth and at right angles to the centerline on the sidewalk. F. Placing and Finishing Concrete: Place all concrete on a prepared unfrozen, smooth, leveled, rolled and properly compacted base. Place concrete on a moist surface with no visible water present. 1. Deposit the concrete, in a single layer to the depth specified. Spade or vibrate and compact the concrete to fill in all voids along the forms and joints. Strike off the concrete with a strike board until all voids are removed and the surface has the required grade and cross section as indicated on the Plans, or as directed by the ENGINEER. 2. Float the surface of the concrete just enough to produce a smooth surface free from irregularities. Round all edges and joints with an edger having a 1/4-inch radius. 3. Broom the surface of sidewalks, driveways and approaches to slightly roughen the surface. 4. Texture the surface of the sidewalk ramps with a coarse broom transversely to the ramp slope, and coarser roughen than the remainder of the sidewalk. Contract the ramp slope in color (using a brick-red dye or approved equal) from the remainder of the sidewalk. Comply with minimum color contract and slope requirements from FAC, UFAS, ADAAG, Local Government Standards, or as directed by the ENGINEER. G. Curing: After finishing operations have been completed and immediately after the free water has left the surface, completely coat and seal the surface of the concrete (and sides if slip-forming is used) with a uniform layer of white membrane curing compound. Do not thin the curing compound. Apply the curing compound at the rate of one gallon per 200 square feet of surface. H. Barricades: Place suitable barricades and lights around all newly poured sidewalks, sidewalk ramps, driveways, driveway approaches and curb and gutter sections in order to protect the new work from damage from pedestrians, vehicles and others until the concrete has hardened. Section 321300 COLLIER COUNTY SIDEWALKS, DRIVEWAYS AND CURBS GPO TECHNICAL SPECIFICATIONS Page 5 of 8 1. Leave barricades in place for a minimum of two (2) days, except for driveway approaches and curb and gutter sections. Leave barricades in place for a minimum of three (3) days. 2. Remove and replace any concrete that suffers surface or structural damage at no additional cost. I. Protection: 1. Against Rain: Protect new concrete from the effects of rain before the concrete has sufficiently hardened. Have available on the job site at all times enough burlap or 6-mil thick polyurethane film to cover and protect one day's work. Stop work and cover completed work when rain appears eminent. As soon as the rain ceases, uncover the concrete and burlap drag the surface where necessary. Apply curing compound to any areas where the compound has been disturbed or washed away. 2. Against Cold Weather: If concrete is placed between December 15 and February 15, have available on the site sufficient amount of clean, dry straw or hay to cover one (1) day's production. If the temperature reaches 40 degrees F and is falling, place the hay or straw 12 inches thick, immediately after the curing compound is applied. 3. Concrete Temperature Limitations: Do not place concrete when the temperature of the concrete at the point of placement is above 90 degrees F. J. Cleanup: After the concrete has gained sufficient strength, but no sooner than within 12 hours, remove the fixed forms and backfill the spaces on both sides with sound earth of topsoil quality. Compact, level and leave backfill in a neat condition. K. Gutters and Curbs: Construct gutters and curbs in accordance with Section 520 FDOT Standard Specifications for Road and Bridge Construction, latest edition, including supplements. 3.4 FIELD QUALITY CONTROL A. Concrete Delivery Ticket: Use a ticket system for recording the transportation of concrete from the batching plant to point of delivery. Issue this ticket to the truck operator at the point of loading and give to the ENGINEER upon delivery. B. Concrete Delivery Rejection: Remove concrete not permitted for inclusion in the work by the ENGINEER from the site. Rejection of concrete will be determined through Field Quality Control and elapsed time from mixer charging to delivery. C. Concrete Testing at Placement: Perform tests of each batch of concrete delivered, each 50 cubic yards, or whenever consistency appears to vary. The Section 321300 COLLIER COUNTY SIDEWALKS, DRIVEWAYS AND CURBS Gp4 TECHNICAL SPECIFICATIONS Page 6 of 8 sampling and testing of slump, air content and strength will be performed at no cost to the CITY. 1. Sampling: Secure composite samples in accordance with the Method of Sampling Fresh Concrete, ASTM C172. 2. Slump Test: Test in accordance with ASTM C143. Use the least slump possible consistent with workability for proper placing of the various classifications of concrete. a. Place structural concrete for walls and slabs, by means of vibratory equipment, with a slump of four (4) inches. b. A tolerance of up to 1-inch above the indicated maximum will be allowed for individual batches provided the average for all batches or the most recent ten (10) batches tested, whichever is fewer, does not exceed the maximum limit. 3. Air Content: Determine air content of normal weight concrete in accordance with Method of Test for Air Content of Freshly Mixed Concrete by the Pressure Method, ASTM C23 1, or by the volumetric method, ASTM C 173, for each strength test. 4. Compressive Strength: Make two (2) strength tests of three (3) samples each for each 50 cubic yards, or fraction thereof, of each mix design of concrete placed in any one (1) day. a. Handling Samples: Mold and cure three (3) specimens from each sample in accordance with Method of Making and Curing Concrete Test Specimens in the Field, ASTM C31. Record any deviations from the requirements of this Standard in the test report. b. Testing: Test specimens in accordance with Method of Test for Compressive Strength of Cylindrical Concrete Specimens, ASTM C39. Test one (1) specimen at seven (7) days for information and test two (2) at 28 days for acceptance. Use the average of the strengths of the two (2) specimens tested at 28 days. Discard results if one (1) specimen in a test manifests evidence of improper sampling, molding or testing, and use the strength of the remaining cylinder. Should both specimens in test show any of the above defects, discard the entire test. c. Acceptance of Concrete: The strength level of the concrete will be considered satisfactory so long as the averages of all sets of three consecutive strength test results equal or exceed the specified 28-day strength and no individual strength test results falls below the specified 28-day strength by more than 500 psi. If the strength test is not acceptable, perform further testing to qualify the concrete. Section 321300 COLLIER COUNTY SIDEWALKS, DRIVEWAYS AND CURBS GQ,O TECHNICAL SPECIFICATIONS Page 7 of 8 d. Concrete Temperature: Determine the temperature of concrete sample for each strength test. D. Reductions due to deficiencies in thickness or compressive strength are additive, that is, if an area is deficient by 3/8 inch and under strength by 200 psi, the total reduction is 20% plus .02% or .40% reduction. END OF SECTION Section 321300 COLLIER COUNTY SIDEWALKS, DRIVEWAYS AND CURBS TECHNICAL SPECIFICATIONS Page 8 of 8 SECTION 323113 CHAIN LINK FENCING AND GATES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Requirements for providing vinyl coated galvanized steel chain link fencing and gates. B. Related Work Specified in Other Sections Includes: 1. Section 033100 — Concrete, Masonry, Mortar and Grout 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. ASTM 1043 - Strength and Protective Coatings on Metal Industrial Chain Link Fence Framework 2. ASME B36.10M - Welded and seamless wrought steel pipe 3. FS RR-F-191 - Fencing, Wire and Post, Metal 1.3 DESIGN A. General: Provide fencing of the chain-link type and six (6) feet high with six (6) feet of diamond mesh woven wire fabric. Locate the fence as shown. B. Fabric, Supports and Fittings: Provide steel fabric, supports and fittings except as specified. C. Fabric, Supports and Fittings: Provide green or black color coated steel fabric, supports and fittings. Coat the framework, posts and hardware except hinges and latches to match the fabric with thermoplastic or thermoset resins and provide oven- baked materials to a minimum dry coating of seven mils. Color coat all accessories except hinges and latches to match the fence. Provide aluminum hinges and latches. D. Pipe Sizes and Weights: Provide pipe sizes and weights meeting the requirements of ASME B 36.10, Table 2 and ASTM A 53, Table 1. All pipe sizes listed are nominal, unless otherwise indicated. Section 323113 COLLIER COUNTY CHAIN LINK FENCING AND GATES TECHNICAL SPECIFICATIONS Page 1 of 8 Cr PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable manufacturers are listed in the County Approved Product List, Appendix F. Other manufacturers of equivalent products may be submitted. 2.2 FABRIC A. Provide fabric that is a one piece woven 2-inch mesh chain link of 6-gauge steel wire with a minimum breakload of 1800 lbs/ft. and which is interwoven to form a continuous fabric with no splices and is coated after weaving. Provide the top selvage knuckled for fabric 60 inches high and under, and the bottom selvage twisted and barbed for fabric over 60 inches high. Clean the fabric of all grease and foreign matter before coating and shipping. Stretch the fabric tightly approximately three inches above grade level and attach the fabric to the terminal or gateposts using beveled tension bands and tension bars. 1. Provide galvanized fabric that is fusion coated with a minimum seven-mil coating of polyvinyl chloride (PVC) applied over a thermoset plastic bonding agent. Conform the PVC to Federal Specification RR-F-191. 2. Vinyl coat all cut ends. 3. Conform aluminum fabric to Fed. Spec. RR-F-191. 2.3 TENSION WIRE A. For the tension wire for the fence bottom use minimum 6-gauge galvanized coil spring steel fusion color coated as specified for the fabric. 2.4 TOP AND BRACE RAILS A. General: Furnish the top rail in approximately 20-foot lengths with couplings approximately 6 inches long for each joint. Provide one coupling in each 5 with an expansion spring. Provide the rail continuous from end-to-end for each run of fence. Provide brace rails at all terminal posts, locate the rails midway between the top and bottom of the fabric and extend from the terminal post to the first adjacent line post. Securely fasten rails at both ends. Provide top and brace rails that are galvanized steel fusion color coated as specified for framework in Subsection 1.03 C. B. Pipe Type: 1-1/4-inch, Schedule 40 pipe or a 1.625- by 1.25-inch roll-formed section with minimum bending strength of 192 pounds on 10-foot span. 2.5 POSTS A. General: Provide all posts that are coated as specified for vinyl-coated framework, posts and hardware in Subsection 1.03 C. Section 323113 COLLIER COUNTY CHAIN LINK FENCING AND GATES TECHNICAL SPECIFICATIONS Page 2 of 8 CR B. Pipe Posts: Provide pipe posts as follows: 1. For end, corner and pull posts use 2-1/2-inch, Schedule 40 pipe 2. For line posts use 2-inch, Schedule 40 pipe 3. For gate posts use the following pipes for different leaves: a. For leaves up to 6 feet wide, use 2-1/2-inch Schedule 40 pipe b. For leaves over 6 feet to 12 feet wide, use 3-1/2-inch Schedule 40 pipe c. For leaves over 12 feet to 18 feet wide, use 6-inch Schedule 40 pipe C. Bending Strength: Provide materials with the minimum bending strength based on a 6-foot cantilever for rolled formed or tube posts as follows: Galvanized Steel 1. End, Corner and Pull Posts: 2.875" O.D. roll formed or 444 2-1/2-inch square tube 547 2-1/2-inch square, heavy wall extrusion 2. Line Posts: For fences 8 feet 245 maximum height 1.875- by 1.625-inch C-Section For fences over 8 feet 347 high 2.25- by 1.703-inch C-Section 3. Gate Posts: For leaves up to 6 feet wide (2.875-inch O.D. roll 444 formed or 2-1/2-inch square tube 645 Section 323113 COLLIER COUNTY CHAIN LINK FENCING AND GATES ,.<` TECHNICAL SPECIFICATIONS Page 3 of 8 ( C,` 2.6 GATES A. General: For the perimeter construction of gates with leaves up to 6 feet wide, use 1-1/2-inch Schedule 40 pipe or 1-1/2-inch square steel tube, and for gates with leaves greater than 6 feet wide, use 2-inch Schedule 40 pipe or 2-inch square steel tube. B. Braces: Provide the gates with sufficient horizontal and vertical members and bracing to ensure structural stability to prevent sagging and to provide for the attachment of fabric, hardware and accessories. Provide gates with diagonal cross bracing consisting of 3/8-inch diameter adjustable length truss rods where necessary to provide frame rigidity without sag or twist. C. Cantilever Sliding Gates: Furnish cantilever overhang as follows: Gate Leaf Size Overhang 6'-0" to 10'-0" 6'-6" 111-0" to 14'-0" 7'-6" 15'-0" to 22'-0" 10'-0" 12'-0" to 30'-0" 12'-0" 1. For gates leaf sizes 23'-0" to 30'-0", add one additional 2-inch square lateral support rail welded adjacent to the top horizontal rail. Make the bottom rail of 2" x 4" tubing weighing 1.71 pounds per foot. 2. Provide all cantilever overhang frames having 3/8-inch (galvanized steel) (aluminum) brace rods. 3. Provide the enclosed track made of a combined track and rail aluminum extrusion having a total weight of 3.72 pounds per foot and designed to withstand a reaction load of 2,000 pounds. 4. Provide each gate leaf with two swivel type zinc die cast trucks having four sealed lubricant ball-bearing wheels, 2-inch in diameter by 9/16-inch in width, with two side rolling wheels to insure alignment of the truck in the track. Hold trucks to post brackets by 7/8-inch diameter ball bolts with 1/2-inch shank. Design truck assemblies to take the same reaction load as the track. 5. Install gates on 8.625-inch OD Schedule 40 (galvanized)) posts. Use three posts for single slide gate and four posts for double slide gate. 6. Provide guide wheel assemblies for each supporting post. Provide each assembly consisting of two rubber wheels 4 inches in diameter attached to a post so that the bottom horizontal member will roll between the wheels which can be adjusted to maintain gate frames plumb and in proper alignment. Section 323113 COLLIER COUNTY CHAIN LINK FENCING AND GATES TECHNICAL SPECIFICATIONS Page 4 of GQO D. Gate Accessories: Equip gates with hinges, latches, center stops, hasps, holdbacks, and padlocks. Provide hinges, latches, center stops, hasps, and holdbacks that are aluminum. Provide double gates with a center drop bar and gate holdbacks. E. Latches: Provide gate latches that are positive locking, pivoting type with the padlocking arrangement accessible from either side of the gate. F. Hinges: Hang all gates on offset hinges to permit swinging the gate through a 180-degree arc to lie, when not obstructed, along and parallel to the line of the fence. 2.7 ATTACHMENTS A. General: Provide all attachments fabricated of coated to match the fabric as specified for framework, posts and hardware in Subsection 1.03, except provide aluminum hinges and latches. B. Tension Bars: Provide 3/16-inch by 3/4-inch galvanized carbon steel tension bars attached to the terminal posts by means of beveled edge bands. C. Truss Rods: Provide 3/8-inch diameter galvanized carbon steel truss rods. Securely mount truss rods between the line post end of the brace rail and the base of the terminal post. D. Post Tops: Provide post tops of galvanized pressed steel or malleable iron to form weathertight caps for post or tube posts. Make provisions for installation or passage of the top rail. E. Brace and Tension Bands: Provide galvanized steel brace bands and tension bands, of the "unclimbable" beveled edge type with 3/8-inch diameter square shouldered aluminum carriage bolts, nonremovable from outside of the fence. F. Rail Couplings: Provide rail couplings of the outside sleeve type, not less than six inches long, self-centering, which allows for expansion and contraction. Provide aluminum galvanized steel rail couplings. G. Fabric Ties: Provide 9-gauge galvanized steel fabric ties. H. Hog Rings: Provide 9-gauge wire, aluminum alloy, Type 6061-T6 hog rings. I. Extension Arms: Provide galvanized pressed steel extension arms for supporting the barbed wire where used. Design the arms with an adequate cross section to withstand without failure or permanent deflection a perpendicular force of 250 pounds applied at the end of the arm when the arm is securely attached to the post. Construct extension arms to be slanted out. Section 323113 COLLIER COUNTY CHAIN LINK FENCING AND GATES TECHNICAL SPECIFICATIONS Page 5 of 8 0 OP PART 3 EXECUTION 3.1 INSTALLATION A. General: Install all fencing and accessories according to the manufacturer's recommendations. Do not begin installation and erection before final grading is completed, unless otherwise approved. B. Excavation: Drill or hand excavate (using post hole digger) holes for posts to the diameter and spacing indicated, in firm, undisturbed or compacted soil. 1. If not indicated, excavate holes for each post to the minimum diameter recommended by the fence manufacturer, but not less than four times the largest cross-section of the post. 2. Unless otherwise indicated excavate the hole depths approximately 3 inches lower than the post bottom, with the bottom of posts set not less than 36 inches below the finished grade surface. C. Tension Wire: Attach the tension wire to the bottom of the fabric by hog rings spaced at 24-inch intervals and to terminal posts by brace bands. D. Posts: Set posts plumb in concrete encasement at not more than 10-foot centers in the line of the fence with the tops properly aligned. Extend concrete encasement for line posts a minimum of three feet below finish grade with a minimum diameter of ten inches. Extend concrete encasement for terminal, corner and gate posts 40 inches below finished grade, except gate posts for leaves greater than 6 feet, for which extend the encasement 54 inches below grade. Provide the minimum diameter of encasement for terminal, corner and gateposts to be sufficient to provide not less than four inches between any part of the post and the face of the concrete and in no case provide the diameter to be less than 12 inches. Set line posts 32 inches into the concrete and set all other posts 36 inches, except gate posts for leaves greater than 6 feet wide, which are to be set 48 inches into the concrete. Slope the top exposed surface of the concrete to shed water and provide a neat appearance. 1. Place concrete around posts and vibrate or tamp for consolidation. Check each post for vertical and top alignment and hold posts in position during placement and finishing operations. a. Unless otherwise indicated, extend the concrete footing 2 inches above grade and trowel to a crown to shed water. 2. Where aluminum is in contact with concrete, coat the aluminum. E. Fabric Ties: Space fabric ties approximately 12 inches apart on the line posts and 12 inches apart on the rails. (For clips used with C-section posts, use galvanized 11-gauge steel wire.) Section 323113 COLLIER COUNTY CHAIN LINK FENCING AND GATES TECHNICAL SPECIFICATIONS Page 6 of 8 F. Fabric: Leave approximately 3 inches between finished grade and the bottom selvage, unless otherwise indicated. Pull the fabric taut and tie to posts, rails, and tension wires. Install the fabric on the security side of the fence, and anchor the fabric to the framework so that the fabric remains in tension after the pulling force is released. G. Fasteners: Install nuts for tensions bands and hardware bolts on the side of the fence opposite the fabric side. Peen ends of bolts or score threads to prevent nut removal. END OF SECTION Section 323113 COLLIER COUNTY CHAIN LINK FENCING AND GATES TECHNICAL SPECIFICATIONS Page 7 of o NO TEXT FOR THIS PAGE Section 323113 COLLIER COUNTY CHAIN LINK FENCING AND GATES TECHNICAL SPECIFICATIONS Page 8 of 8 C�' SECTION 329200 RESTORATION BY SODDING OR SEEDING PART 1 GENERAL 1.1 DESCRIPTION OF REQUIREMENTS A. The work in this section consists of furnishing all labor, material and equipment to restore all areas disturbed during construction to match preconstruction conditions. Establish a stand of grass within the areas disturbed by furnishing and placing grass sod where required, or by seeding and mulching areas not requiring sod. 1.2 REFERENCE DOCUMENTS A. Use materials conforming to the requirements of Florida Department of Transportation Standard Specifications for Road and Bridge Construction as follows: 1. Section 570 — Grassing (by Seeding) 2. Section 575 — Sodding 3. Section 981 — Grassing and Sodding Materials 4. Section 982 — Commercial Fertilizer 5. Section 983 —Water for Grassing 1.3 SUBMITTALS A. Submit certifications and identification labels for all sodding supplied in accordance with General Conditions. PART 2 PRODUCTS 2.1 SODDING A. Types: Sod may be of either St. Augustine or Argentine Bahia grass or as that disturbed, as established prior to construction. Use well matted sod with roots. When replacing sod in areas that are already sodded, use sod of the same type as the existing sod. Section 329200 COLLIER COUNTY RESTORATION BY SODDING AND SEEDING TECHNICAL SPECIFICATIONS Page 1 of 6 cPO B. Provide sod as required in accordance with Florida Department of Transportation Specifications 575 and 981. Furnish sod equal to and similar in type as that disturbed. Place and water in accordance with FDOT Specifications Section 575. C. Use sod in commercial-size rectangles, preferably 12-inch by 24-inch or larger, except where 6-inch strip sodding is called for. D. Use sod that is sufficiently thick to secure a dense stand of live grass. Use sod that is live, fresh and uninjured at the time of planting, having a soil mat of sufficient thickness adhering firmly to the roots to withstand all necessary handling. It shall be reasonably free of weeds and other grasses. Plant sod as soon as possible after being dug, and shade and keep moist from the time it is dug until it is planted. E. Handle sod in a manner to prevent breaking or other damage. Do not handle by dumping from trucks or other vehicles. Use care at all times to retain the native soil on the roots of each sod roll during stripping and handling. Sod that has been damaged by handling during delivery, storage or installation will be rejected. F. Swales: Place sod to the proper grade and cross section in all flow areas to ensure the design flow of water in the ditch. In excavating for the placement of sod, provide a minimum of 3 inches of undercut. 2.2 FERTILIZER A. Supply chemical fertilizer in suitable bags with the net weight certification of the shipment. Fertilizer shall be 12-8-8 and comply with Section 982 of the FDOT Standard Specification for Road and Bridge Construction. B. The numerical designations for fertilizer indicate the minimum percentages (respectively) of (1) total nitrogen, (2) available phosphoric acid and (3) water soluble potash, contained in the fertilizer. C. The chemical designation of the fertilizer shall be 12-8-8, with at least 50 percent of the nitrogen from a nonwater-soluble organic source. The nitrogen source may be a unreaformaldehyde source provided it is not derived from a waste product of the plastic industry. 2.3 EQUIPMENT A. Spread fertilizer uniformly at the specified rate. 2.4 NETTING A. See County Approved Product List, Appendix F. Section 329200 COLLIER COUNTY RESTORATION BY SODDING AND SEEDING TECHNICAL SPECIFICATIONS Page 2 of 6 r7 2.5 SEEDING A. Seed all unpaved areas disturbed during construction that do not require sod. Complete all seeding in conformance with FDOT Specifications Sections 570 and 981. Mulch and fertilize the grassed areas shall be mulched and fertilized in accordance with FDOT Specifications. B. Provide mulch material free of weeds. Mulch shall be oat straw or rye, Pangola, peanut, Coastal Bermuda, or Bahia grass hay. C. All seeds must have been tested within 6 months of planting. Submit a seed bag tag with final payment requests from each type or mixture of seed used. 2.6 TOPSOIL A. Topsoil stockpiled during excavation may be used. If additional topsoil is required to replace topsoil removed during construction, it shall be obtained off site at no additional cost to the COUNTY. Topsoil shall be fertile, natural surface soil, capable of producing all trees, plants, and grassing specified herein. 2.7 MULCH A. Furnish small grain straw mulch. Apply mulch at a rate of 1.5 tons per acre, corresponding to a depth not less than 1-inch or more than 3-inches according to texture and moisture content of mulch material. Apply asphalt emulsion at a rate of 150 gallons per ton of straw to anchor the straw applied. 2.8 WATER A. It is the CONTRACTOR'S responsibility to supply all water to the site, as required during seeding and sodding operations and through the maintenance period and until the work is accepted. Make whatever arrangements may be necessary to ensure an adequate supply of water to meet the needs for the work. Furnish all necessary hose, equipment, attachments, and accessories for the adequate irrigation of lawns and planted areas as may be required. Water shall be suitable for irrigation and free from ingredients harmful to plant life. 2.9 SOIL IMPROVEMENTS A. Apply lime at the rate of 1 to 1.5 tons per acre. Apply 10-10-10 commercial fertilizer at the rate of 800 pounds per acre and work well into the top inch of topsoil. Section 329200 COLLIER COUNTY RESTORATION BY SODDING AND SEEDING TECHNICAL SPECIFICATIONS Page 3 of 6 t2;l PART 3 EXECUTION 3.1 SOD BED PREPARATION A. Clear areas to be sodded and/or seeded of all rough grass, weeds, and debris, and bring soil to an even grade. B. Thoroughly till soil to a minimum 4-inch depth. C. Bring area to proper grade, free of sticks, stones, or other foreign matter over 1- inch in diameter or dimension. The surface shall conform to finish grade, less the thickness of sod, free of water-retaining depressions, the soil friable and of uniformly firm texture. 3.2 INSPECTION A. Verify that soil preparation and related preceding work has been completed. B. Do not start work until conditions are satisfactory. 3.3 SOD HANDLING AND INSTALLATION A. During delivery, prior to planting, and during the planting of sod areas, protect the sod panels at all times from excessive drying and unnecessary exposure of the roots to the sun. Stack sod during construction and planting so as not to be damaged by sweating or excessive heat and moisture. B. After completion of soil conditioning as specified above, lay sod panels tightly together so as to make a solid sodded lawn area. On mounds and other slopes, the long dimension of the sod shall be laid perpendicular to the slope. Immediately following sod laying, roll the lawn areas with a lawn roller customarily used for such purposes, and then thoroughly water. C. Place sod at all areas where sod existed prior to construction, on slopes of 3 horizontal to 1 vertical (3:1) or greater, in areas where erosion of soils will occur, and as directed by the ENGINEER. On areas where the sod may slide, due to height and slope, the ENGINEER may direct that the sod be pegged, with pegs driven through the sod blocks into firm earth, at suitable intervals. 3.4 USE OF SOD ON ROADWAY PROJECTS A. In accordance with the FDOT District One Standard Practice, establish permanent green grass at the completion of roadway construction and maintenance work. The following shall apply to all restoration involving State or County roadways: 1. Use sod in lieu of seed and mulch on all roadways with urban (raised curb) typical sections. Section 329200 COLLIER COUNTY RESTORATION BY SODDING AND SEEDING TECHNICAL SPECIFICATIONS Page 4 of 6 O Cp' 2. One inch water per week shall be required for a minimum of four (4) consecutive weeks for the purpose of establishing sod. This can be waived during construction, if and only if there is a minimum of one inch of rain per week on all sod on the project. 3. Placed sod on slopes 1:3 or greater. Stake sod on slopes 1:2 or greater. 4. On all curves with superelevation, place sod from the edge of pavement to the toe of slope on the downhill side(s) for the entire length of the superelevated roadway. On multi-lane divided rural facilities, place sod in the median and on the inside of the curve in the superelevated areas. This does not apply to reverse crowns. 5. Use sod for all projects with less than 10,000 square yards grass area. 6. On tangent sections and on outside of curves, use sod between the edge of pavement and a point 4 feet beyond the shoulder break point. 7. The entire width of sod should not exceed 15 feet from the edge of pavement. 8. Sod is to be used to eliminate narrow seed and mulch areas. Sod areas less than 6 feet in width. 9. Place sod around drainage structures as per the standard Indexes and extend to the edge of pavement. 3.5 SOD MAINTENANCE A. The sod shall produce a dense, well-established growth. Repair and re-sod all eroded or bare spots until project acceptance. Repair to sodding shall be accomplished as in the original work. B. Perform sufficient watering to maintain adequate moisture for optimum development of the seeded and sodded areas, and no less than 1.5 inches of water per week for at least 2 weeks. Thereafter, apply water for a minimum of 60 days as needed until the sod takes root and starts to grow or until final acceptance, whichever is latest. 3.6 GUARANTEE A. Guarantee a live and vigorous stand of permanent grass at the time of acceptance of the work consisting of 80 percent minimum coverage for seeded grass areas with no bare spots greater than 5 square feet. 3.7 CLEANING A. Remove debris and excess materials from the project site. Section 329200 COLLIER COUNTY RESTORATION BY SODDING AND SEEDING TECHNICAL SPECIFICATIONS Page 5 of 6 Op0 END OF SECTION Section 329200 COLLIER COUNTY RESTORATION BY SODDING AND SEEDING TECHNICAL SPECIFICATIONS Page 6 of 6 O GF` SECTION 330130.16 TELEVISING AND INSPECTION OF GRAVITY SEWER SYSTEMS PART 1 GENERAL 1.1 DESCRIPTION OF WORK A. Work specified herein: 1. Furnish all labor, tools, test equipment and materials, including any and all permits required to televise, inspect, video tape, still photograph and document the gravity wastewater collection systems. 1.2 QUALITY ASSURANCE A. Utilize services of competent personnel in the field of TV/video inspection of wastewater collection systems. B. Schedule all work with ENGINEER. C. Equipment used shall be in good working order and provide continuous operation during TV/video tape inspection. D. VHS videotapes or DVD recording media shall be of good visual quality capable of slow motion and pausing without significant reduction of visual quality. 1.3 SUBMITTALS A. Submit to the County Manager or designee a list of equipment and materials to be used on the project, including all permits obtained prior to commencing with the Work. B. Submit to the County Manager or designee a copy of all television inspection log sheets and VHS videotapes or DVD recording media completed. PART 2 MATERIALS 2.1 GENERAL A. Equipment used shall be designed for use in gravity wastewater collection systems. CONTRACTOR has the option of a County approved equal device or other material than that which is specified. Submittals are required prior to commencement of work. Section 330130.16 COLLIER COUNTY TELEVISING AND INSPECTION OF TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS Page 1 of 6 O �,P 2.2 TELEVISION CAMERA A. Camera used shall be 360 degree COLOR RVC camera. Camera shall be operative in 100% relative humidity and be specifically designed for the environment. Camera shall have an integral lighting system capable of producing clearly focused, well-defined images of the entire periphery of the pipe. Camera shall have an integral depth measurement device capable of clearly showing the depth of vertical dips. The quality of video picture and definition provided shall be to the satisfaction of the ENGINEER and, if unsatisfactory, equipment shall be removed and replaced with satisfactory equipment. 2.3 MONITOR A. A high resolution TV monitor screen shall be used. Quality of monitor shall be to the satisfaction of the County Manager or designee. 2.4 VIDEO TAPE EQUIPMENT A. Furnish videotape equipment to provide a visual and audio recording of all areas in the pipe. Videotape system at the site shall be capable of rewind, play back, slow motion and stop motion. The videotape shall be 1/2-inch color VHS, with an audio channel for clearly recording the camera locations and operator observations (cracks, leaks, service connections, etc.). The system shall continuously indicate distance, in feet, from manhole to manhole and the manhole-to-manhole run numbers on the video recording. 2.5 WINCHES A. Furnish variable speed powered remote controlled winches for upstream and downstream manhole locations to control two-way movement of the camera. If a self-propelled camera is used, winches are not necessary. 2.6 POWER SUPPLY A. Power supply shall be continuous. If night operations occur, supply all labor, power and lighting equipment for operations, traffic safety, permits, etc. PART 3 EXECUTION 3.1 GENERAL A. All sanitary sewer gravity lines shall be televiewed at the CONTRACTOR's expense; and a videotape of the subject mains provided prior to preliminary acceptance and at the 1-year warranty inspection by Collier County Utilities. Televiewing may only occur after the stabilized subgrade has been installed and satisfactory density tests have been submitted to Collier County Utilities. The sewer video inspection shall include rotating the camera lens to inspect the interior of each sewer lateral. Section 330130.16 COLLIER COUNTY TELEVISING AND INSPECTION OF TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS Page 2 of 6 Gp,O B. Demonstrate the ability of the TV/video equipment (camera/light/video tape/audio/ photograph system) to the satisfaction of the County Manager or designee. Distance meter shall be furnished on the video tape recording. Meter shall be checked using distances between manholes. Meter distances and actual distances shall be consistent. Depth measurement device shall be visible in the video recording during movement of the camera in the pipe. 3.2 TELEVISING/INSPECTION A. Inspection shall be done one manhole section at a time. Stop flow into the section being inspected prior to video inspection, unless otherwise approved in writing by the County Manager or designee. B. Locate video vehicle on upstream side of manhole. Video tape in the downstream direction such that camera movement is with the flow. C. Insert the camera in the upstream manhole after flow restrictions required have been accomplished. Flow into the system being inspected shall be stopped, with the exception of service laterals into the system being inspected. Move camera through the pipe lines at a moderate speed not exceeding 30 feet per minute. Stop camera at locations where one or more of the following conditions is observed: 1. Infiltration/inflow sources. 2. Service Laterals. 3. Structural defects including broken pipe; collapsed or collapsing pipe, cracks, deterioration, punctures, etc. 4. Abnormal joint conditions such as misalignments, open joints and joints not sealed. 5. Unusual conditions such as root intrusion, protruding pipes, in-line pipe size changes, mineral deposits, grease and obstructions. D. Stop camera long enough for a thorough visual inspection of the conditions. All such conditions as specified above shall be audio recorded on videotape and the inspection log sheet. Move the camera and rotate to obtain optimum view of the conditions. If requested by the County Manager or designee, view problem areas in the opposite direction by pulling the TV camera from the opposite direction at no additional cost to the COUNTY. E. While the camera is stopped at each service connection, rotate the camera so as to be able to view the service connection for a length of time that enables a good visual inspection of the service connection for damage and infiltration. Be responsible for measurements such as service lateral locations, if used for subsequent rehabilitation work. Section 330130.16 COLLIER COUNTY TELEVISING AND INSPECTION OF TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS Page 3 of 6 Gpp F. When, during the inspection operation, the television camera will not pass through the entire manhole-to-manhole section, set up equipment so that the inspection can be performed from the opposite manhole at no additional cost to the COUNTY. G. Prior to the end of the one-year warranty period, all manholes will be televised and inspected. The complete interior of each manhole shall be inspected and video recorded after interior coating has been completed. Manhole identification number shall be displayed on the video recording, and the recording shall accompany the submittal of the gravity lines inspection. Any deficiencies shall be corrected prior to acceptance by the County. 3.3 DOCUMENTATION A. Furnish a detailed report and videotapes of the system inspected. The minimum information supplied shall be the following: 1. Name and address of CONTRACTOR and the ENGINEER. 2. Name of OWNER, system(s) inspected, and OWNER's representative involved. 3. Log reports: a. Log sheet for each section of pipe b. Separate line for each deficiency and location c. Corresponding videotapes and location of each section of pipe and deficiencies on tape. 4. Video tapes shall be labeled with the following information: a. System that is video taped (street name and manhole to manhole numbers) and log report number corresponding to video tape b. Date video was taped c. CONTRACTOR's name and representative d. OWNER's name B. All tapes shall be rendered unable to be taped over after they are completed. Section 330130.16 COLLIER COUNTY TELEVISING AND INSPECTION OF TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS Page 4 of 6 GQ 3.4 MAINTENANCE OF TRAFFIC A. Be responsible for all maintenance of traffic around work site. CONTRACTOR shall maintain traffic in accordance to all federal, state and local regulations. At no additional cost to the COUNTY, submit a Maintenance of Traffic Plan, for review and approval by Collier County DOT as necessary, prior to commencing work. Obtain all necessary permits prior to commencing work, at no additional cost to the COUNTY. B. MOT shall also include construction and maintenance of any necessary detour facilities, furnishings, installing and maintaining of traffic control and safety devices during construction, control of dust, and any other special requirements for safe and expeditious movement of traffic around or through the work site. C. Be responsible for coordination with all affected agencies when roadways will be closed or traffic will be detoured. No detours or roadway closings shall be permitted unless specifically approved in writing by the County Manager or designee or ENGINEER. END OF SECTION Section 330130.16 COLLIER COUNTY TELEVISING AND INSPECTION OF TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS Page 5 of 6 PO G NO TEXT FOR THIS PAGE Section 330130.16 COLLIER COUNTY TELEVISING AND INSPECTION OF TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS Page 6 of 6 CPO SECTION 330201 ROADWAY CROSSINGS BY OPEN CUT PART 1 GENERAL 1.1 SCOPE OF WORK Provide all labor, materials, equipment, supervision and incidentals required to install the pipeline as shown on the Drawings in Collier County Streets by method of open cut. Note: Open cutting of existing pavement will generally not be allowed, but may be considered under one or more of the following conditions: 1. Subsurface obstructions including rock; 2. Extreme high water table; 3. Limited space for jack and bore pits; 4. Condition of roadway surface - including imminent resurfacing and rebuilding, provided inspection and approval beforehand is made by the affected Transportation Department; or 5. Extreme economic hardship is proven with adequate supportive data. 1.2 SUBMITTAL A. Submit shop drawings to the ENGINEER for review. B. Before starting work, submit to the Collier County Department of Transportation, with copy to the ENGINEER, a detailed schedule of his operations a minimum of fourteen (14) days prior to beginning work for approval. This shall include, but not be limited to, type and extent of temporary paving, and drawings and lists describing materials and traffic control methods to be used. Approval shall not relieve the CONTRACTOR of his obligation to provide a safe and proper crossing. C. If a detour is required, submit a traffic control plan for approval to Collier County and/or the Florida Department of Transportation. D. Submit a plan for maintenance of traffic in accordance with Index 600 through 650 of the Florida Department of Transportation Specifications. Section 330201 COLLIER COUNTY ROADWAY CROSSINGS BY OPEN CUT TECHNICAL SPECIFICATIONS Page 1 of 4 O GP PART 2 PRODUCTS 2.1 MATERIALS A. Use materials specified in other applicable portions of this Specification. PART 3 EXECUTION 3.1 GENERAL A. Trench dimensions for open cutting of road crossings are shown on the Standard Details. B. Where possible, limit the completion of the open-cut road crossing to a 24-hour period. Perform all work in accordance with the approved traffic control plan. C. Notify Collier County DOT forty-eight (48) hours in advance of starting construction. 3.2 INSTALLATION A. Temporary Roadways 1. For temporary roadways required for traffic relocation use materials meeting the requirements of the FDOT. Use temporary roadways when crossing a state highway right-of-way or at the direction of the ENGINEER. 2. Maintain temporary roadways in good condition throughout their use. 3. Maintain drainage through all existing ditches by the use of culvert pipe as necessary. 4. Submit drawings indicating the type and location of temporary roadways for approval prior to beginning work. 5. Provide all necessary barricades and signs where detours are permitted as required to divert the flow of traffic. Notify Collier County DOT and ENGINEER in advance of planned detours. While traffic is detoured, expedite construction operations to minimize the period of detour. 6. Perform and complete all work at the roadway crossing in a manner fully satisfactory to Collier County DOT. B. Maintenance of Traffic 1. The requirements specified herein are in addition to the plan for Maintenance of Traffic as specified in Section 015526. Section 330201 COLLIER COUNTY ROADWAY CROSSINGS BY OPEN CUT TECHNICAL SPECIFICATIONS Page 2 of 4 GP0 2. Furnish during construction and any subsequent maintenance within State secondary road right-of-ways and Collier County streets, proper signs, signal lights, flagmen, and other warning devices for the protection of traffic all in conformance with the latest Manual on Uniform Traffic Control and Safe Streets and Highways, and the Florida Manual of Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations. Information as to the above may be obtained from FDOT Division engineers. The ENGINEER, County Engineer, or FDOT Manager of the right-of-way of their representatives reserves the right to stop any work for non-compliance. 3. Take precautions to prevent injury to the public due to open trenches. Night watchmen may be required where special hazards exist, or police protection provided for traffic while work is in progress. Be fully responsible for damage or injuries whether or not police protection has been provided. 4. Unless permission to close a County street is received in writing from the proper authority, place all excavated material so that vehicular and pedestrian traffic may be maintained at all times. Repair the road surface, provide temporary ways, erect wheel guards or fences, or take other measures for safety satisfactory to the ENGINEER if the CONTRACTOR's operations cause traffic hazards. 5. Be fully responsible for the installation of adequate safety precautions, for maintenance of the channelization devices, and for the protection of the traveling public. 6. Maintain at all open cut crossings, a minimum of one-way traffic during the daylight hours, and two-way traffic at night. C. Installation of Pipeline 1. Meet the requirements of the applicable portions of this specification for pavement removal, sheeting, shoring and bracing, excavation and backfill, and dewatering. 2. Install the pipe in accordance with Division 2 of these Specifications. 3. Backfill the trench in accordance with the requirements of Section 312323. 4. Replace pavement in accordance with the requirements of Section 320117. END OF SECTION Section 330201 COLLIER COUNTY ROADWAY CROSSINGS BY OPEN CUT TECHNICAL SPECIFICATIONS Page 3 of 4 , GPO NO TEXT FOR THIS PAGE Section 330201 COLLIER COUNTY ROADWAY CROSSINGS BY OPEN CUT TECHNICAL SPECIFICATIONS Page 4 of 4 r' SECTION 330502 HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS PART 1 GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment, and incidentals required to install High Density Polyethylene (HDPE) pressure pipe, fittings, and appurtenances as shown on the Drawings and specified in the Contract Documents. B. High Density Polyethylene (HDPE) — Collier County Utilities has the option of approving the use of HDPE for pipeline crossings of roadways, ditches, canals, and environmentally sensitive lands. HDPE mains shall have the same equivalent internal diameter and equivalent pressure class rating as the corresponding PVC pipe, unless otherwise approved by the County Manager or designee. For all roadway crossings requiring casing pipe, a steel or DR 11 HDPE casing pipe must be provided. The Department of Transportation having jurisdiction of said road and right-of-way must grant specific approval. 1.2 REFERENCED STANDARDS A. All standard specifications, i.e., Federal, ANSI, ASTM, etc., made a portion of these Specifications by reference, shall be the latest edition and revision thereof. 1.3 QUALIFICATIONS A. Furnish all HDPE pipe, fittings, and appurtenances by a single manufacturer who is fully experienced, reputable and qualified in the manufacture of the items to be furnished. 1.4 SUBMITTALS A. Submit to the ENGINEER, a list of materials to be furnished, the names of the suppliers, and the appropriate shop drawings for all HDPE pipe and fittings. B. Submit the pipe manufacturer's certification of compliance with the applicable sections of the Specifications. C. Submit shop drawings showing installation method and the proposed method and specialized equipment to be used. Section 330502 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 1 of 8 Gp� 1.5 INSPECTIONS AND TESTS A. All work shall be inspected by the County Manager or designee who shall have the authority to halt construction if, in his opinion, these specifications or standard construction practices are not being followed. Whenever any portion of these specifications is violated, the County Manager or designee, may order further construction to cease until all deficiencies are corrected. 1.6 WARRANTY AND ACCEPTANCE A. Warrant all work to be free from defects in workmanship and materials for a period of one year from the date of completion of all construction. If work meets these specifications, a letter of acceptance, subject to the one year warranty period, shall be given at the time of completion. A final acceptance letter shall be given upon final inspection at the end of the one year warranty period, provided the work still complies with these specifications. In the event deficiencies are discovered during the warranty period, the CONTRACTOR shall correct them without additional charge to the COUNTY before final acceptance. During the warranty period, the ENGINEER will determine if warranty repairs or replacement work shall be performed by the CONTRACTOR. The decision of the ENGINEER shall be binding upon the CONTRACTOR. B. Installer Certification for The CONTRACTOR installing thermal butt fused HDPE pipe. PART 2 PRODUCTS 2.1 POLYETHYLENE PIPE AND FITTINGS A. Provide polyethylene pressure pipe manufactured from PE3408 polyethylene meeting AWWA C906 standards. When specified by the ENGINEER on the construction drawings, as an alternate to PVC, HDPE (ductile iron pipe sized) piping can be used for buried applications. Iron pipe sized (IPS) HDPE piping can be used for below-ground applications as determined by the ENGINEER. B. The diameter of DR 11 HDPE casing pipe provided for roadway crossings or other purposes shall conform to the following. For HDPE pressure carrier pipes, casing spacers are not required when HDPE DR11 (or DR17 for 42" to 54" or DR21 for 63") casing is used. The casing inside diameter shall be a minimum of two inches larger than the carrier pipe's outside diameter. C. HDPE to HDPE pipe connections shall be by thermal butt fusion. Thermal fusion shall be accomplished in accordance with the pipe manufacturer and fusion equipment supplier specifications. The CONTRACTOR installing thermal butt Section 330502 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 2 of 8 Gp0 fused HDPE pipe shall be certified in this type of work and have a minimum of five years experience performing this type of work. The CONTRACTOR shall provide certification to the Engineer of Record, who will provide the Engineering Review Services Department with the certification. D. Qualification of Manufacturer: The Manufacturer shall have manufacturing and quality control facilities capable of producing and assuring the quality of the pipe and fittings required by these specifications. The Manufacturer's production facilities shall be open for inspection by the County Manager or designee. Qualified manufacturers shall be approved by the County Manager or designee. E. See the County Approved Product List, Appendix F, for manufacturers that are qualified. Products from other manufacturers proposed for the work must receive approval from the County Manager or designee prior to ordering. F. Materials: Materials used for the manufacture of polyethylene pipe and fittings shall be PE3408 high density polyethylene meeting cell classification 345434C or 345434E per ASTM D3350; and meeting Type III, Class B or Class C, Category 5, Grade P34 per ASTM D1248; and shall be listed in the name of the pipe and fitting manufacturer in PPI (Plastics Pipe Institute) TR-4, Recommended Hydrostatic Strengths and Design Stresses for Thermoplastic Pipe and Fittings Compounds, with a standard grade rating of 1600 psi at 73°F. The Manufacturer shall certify that the materials used to manufacture pipe and fittings meet these requirements. G. Polyethylene Pipe: Polyethylene pipe shall be manufactured in accordance with ASTM F714, Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter or ASTM D3035, Polyethylene (PE) Plastic Pipe (DR-PR) Based on Controlled Outside Diameter and shall be so marked. Each production lot of pipe shall be tested for (from material or pipe) melt index, density, % carbon, (from pipe) dimensions and either quick burst or ring tensile strength (equipment permitting). H. Color Identification: HDPE must have at least three equally spaced horizontal colored marking stripes. Permanent identification of piping service shall be provided by adhering to the following colors. Blue — potable water (Underground HDPE pipe shall be one of the following: a. Solid-wall blue pipe; b. Co-extruded blue external skin; or c. White or black pipe with blue stripes incorporated into, or applied to, the pipe wall. White — raw water Green —wastewater, sewage Pantone Purple — non-potable irrigation, reclaimed or reuse water Section 330502 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 3 of 8 C;), Polyethylene Fittings and Custom Fabrications: Polyethylene fittings and custom fabrications shall be molded or fabricated by the pipe manufacturer. Butt fusion outlets shall be made to the same outside diameter, wall thickness, and tolerances as the mating pipe. All fittings and custom fabrications shall be fully rated for the same internal pressure as the mating pipe. Pressure de-rated fabricated fittings are prohibited. J. Molded Fittings: Molded fittings shall be manufactured in accordance with ASTM D3261, Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing, and shall be so marked. Each production lot of molded fittings shall be subjected to the tests required under ASTM D3261. K. X-Ray Inspection: The Manufacturer shall submit samples from each molded fittings production lot to x-ray inspection for voids, and shall certify that voids were not found. L. Fabricated Fittings: Fabricated fittings shall be made by heat fusion joining specially machined shapes cut from pipe, polyethylene sheet stock, or molded fittings. Fabricated fittings shall be rated for internal pressure service equivalent to the full service pressure rating of the mating pipe. Directional fittings 16" IPS and larger such as elbows, tees, crosses, etc., shall have a plain end inlet for butt fusion and flanged directional outlets. Part drawings shall be submitted for the approval of the ENGINEER. M. Polyethylene Flange Adapters: Flange adapters shall be made with sufficient through-bore length to be clamped in a butt fusion joining machine without the use of a stub-end holder. The sealing surface of the flange adapter shall be machined with a series of small v-shaped grooves to provide gasketless sealing, or to restrain the gasket against blow-out. N. Back-up Rings and Flange Bolts: Flange adapters shall be fitted with lap joint flanges pressure rated equal to or greater than the mating pipe. The lap joint flange bore shall be chamfered or radiused to provide clearance to the flange adapter radius. Flange bolts and nuts shall be Grade 2 or higher. 2.2 MANUFACTURER'S QUALITY CONTROL A. The pipe and fitting manufacturer shall have an established quality control program responsible for inspecting incoming and outgoing materials. Incoming polyethylene materials shall be inspected for density, melt flow rate, and contamination. The cell classification properties of the material shall be certified by the supplier, and verified by Manufacturer's Quality Control. Incoming materials shall be approved by Quality Control before processing into finished goods. Outgoing materials shall be checked for: Section 330502 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 4 of 8 GPO 1. Outside diameter, wall thickness, and eccentricity as per ASTM D2122 at a frequency of at least once/hour or once/coil, whichever is less frequent. 2. Out of Roundness at frequency of at least once/hour or once/coil, whichever is less frequent. 3. Straightness, inside and outside surface finish, markings and end cuts shall be visually inspected as per ASTM F714 on every length of pipe. B. Quality Control shall verify production checks and test for: 1. Density as per ASTM D1505 at a frequency of at least once per extrusion lot. 2. Melt Index as per ASTM D1238 at a frequency of at least once per extrusion lot. 3. Carbon content as per ASTM D1603 at a frequency of at least once per day per extrusion line. 4. Quick burst pressure (sizes thru 4-inch) as per ASTM D1599 at a frequency of at least once per day per line. 5. Ring Tensile Strength (sizes above 4-inch equipment permitting) as per ASTM D2290 at a frequency of at least once per day per line. 6. ESCR (size permitting) as per ASTM F1248 at a frequency of at least once per extrusion lot. C. X-ray inspection shall be used to inspect molded fittings for voids, and knit line strength shall be tested. All fabricated fittings shall be inspected for joint quality and alignment. 2.3 COMPLIANCE TESTS A. In case of conflict with Manufacturer's certifications, the CONTRACTOR, ENGINEER, or County Manager or designee may request re-testing by the manufacturer or have re-tests performed by an outside testing service. All re- testing shall be at the requestor's expense, and shall be performed in accordance with the Specifications. B. Installation shall be in accordance with Manufacturer's recommendations and this specification. All necessary precautions shall be taken to ensure a safe working environment in accordance with the applicable codes and standards. Section 330502 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 5 of 8 �p G PART 3 EXECUTION 3.1 INSTALLATION OF HIGH DENSITY POLYETHYLENE PRESSURE PIPE AND FITTINGS A. Install all high density polyethylene (HDPE) pressure pipe by direct bury, directional bore, or a method approved by the COUNTY or ENGINEER prior to construction. If directional bore is used, or if directed by the County Manager or designee or ENGINEER, surround the entire area of construction by silt barriers. Install all high density polyethylene pressure pipe and fittings in accordance with Manufacturer's recommendations, and this specification. Take all necessary precautions to ensure a safe working environment in accordance with the applicable codes and standards. 3.2 HEAT FUSION JOINING A. Make joints between plain end pipes and fittings by butt fusion, and joints between the main and saddle branch fittings by using saddle fusion using only procedures that are recommended by the pipe and fitting Manufacturer. Ensure that persons making heat fusion joints have received training and certification for heat fusion in the Manufacturer's recommended procedure. Maintain records of trained personnel, and shall certify that training was received not more than 12 months before commencing construction. External and internal beads shall not be removed. 3.3 MECHANICAL JOINING A. HDPE pipe and fittings shall be fused together by heat welding when possible. HDPE pipe and fittings may be joined together or to other materials by means of flanged connections with back-up rings, by mechanical joint adapter with glands, or mechanical couplings designed for joining HDPE pipe or for joining HDPE pipe to another material. A stainless steel sleeve insert shall be used with a mechanical coupling. Mechanical couplings shall be fully pressure rated and fully thrust restrained such that when installed in accordance with manufacturer's recommendations, a longitudinal load applied to the mechanical coupling will cause the pipe to yield before the mechanical coupling disjoins. 3.4 BRANCH CONNECTIONS A. Make branch connections to the main with saddle fittings or tees. Saddle fuse polyethylene saddle fittings to the main pipe. 3.5 EXCAVATION A. Excavate trenches in conformance to this specification, the plans and drawings, or as authorized in writing by the County Manager or designee, and in accordance Section 330502 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 6 of 8 O GP with all applicable codes. Remove excess groundwater. Where necessary, shore or reinforce trench walls. 3.6 LARGE DIAMETER FABRICATED FITTINGS A. Butt fuse fabricated directional fittings 16" IPS and larger to the end of a pipe. Make up the flanged directional outlet connections in the trench. 3.7 MECHANCIAL JOINT AND FLANGE INSTALLATION A. Install mechanical joints and flange connections in accordance with the Manufacturer's recommended procedure. Center and align flange faces to each other before assembling and tightening bolts. Do not use the flange bolts to draw the flanges into alignment. Lubricate bolt threads, and fit flat washers under the flange nuts. Tighten bolts evenly according to the tightening pattern and torque step recommendations of the Manufacturer. At least one hour after initial assembly, re-tighten flange connections following the tightening pattern and torque step recommendations of the Manufacturer. The final tightening torque shall be 100 ft-lbs or less as recommended by the Manufacturer. 3.8 FOUNDATION AND BEDDING A. Lay pipe on grade and on a stable foundation. Remove unstable or mucky trench bottom soils, and install a 6-inch foundation or bedding of compacted Class I material to pipe bottom grade. Remove excess groundwater from the trench before laying the foundation or bedding and the pipe. A trench cut in rock or stony soil shall be excavated to 6 inches below pipe bottom grade, and brought back to grade with compacted Class I bedding. Remove all ledge rock, boulders, and large stones. 3.9 PIPE HANDLING A. When lifting with slings, use only wide fabric choker slings to lift, move, or lower pipe and fittings. Do not use wire rope or chain. Slings shall be of sufficient capacity for the load, and shall be inspected before use. Do not use worn or defective equipment. 3.10 TESTING A. Hydrostatic Pressure Testing: Pressure test and flush HDPE pipes after swabbing in accordance with Section 022501 and 025400. END OF SECTION Section 330502 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 7 of 8 0 C,P NO TEXT FOR THIS PAGE Section 330502 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page8of8 GPO SECTION 330503 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Requirements for providing buried PVC pipe, fittings and appurtenances. 1. Provide PVC pipe and fittings complete with all necessary jointing facilities and materials, specials, adapters and other appurtenances required for installation in and completion of the pipelines to be constructed. 2. Provide plain end or rubber gaskets (push-on or mechanical joint) of the types, sizes and classes shown or specified. B. Related Work Specified In Other Sections Includes: 1. Section 022501 — Leakage Tests 2. Section 025400 — Disinfection 3. Section 330504 — Ductile Iron Pipe and Fittings 4. Section 330518 — Laying and Jointing Buried Pipelines 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. ASTM D3034- Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings 2. ASTM F679 - Polyvinyl Chloride (PVC) Large Diameter Plastic Gravity Sewer Pipe and Fittings 3. AWWA C900 - Polyvinyl Chloride (PVC) Pressure Pipe, 4 In. through 60 In., for Water Distribution 4. AWWA C907 - Polyvinyl Chloride (PVC) Pressure Fittings for Water - 4 In. through 8 In. Section 330503 COLLIER COUNTY POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS TECHNICAL SPECIFICATIONS Page 1 of 6 0 GP 5. ASTM D2321 - Underground Installation of Flexible Thermoplastic Sewer Pipe 6. ASTM F477 - Elastomeric Seals (Gaskets) For Joining Plastic Pipe 7. ANSI A21.10 - Ductile-Iron and Gray-Iron Fittings 3 inches through 48 inches, for Water and Other Liquids 8. ANSI A21.11 - Rubber-Gasket Joints for Ductile-Iron and Gray Iron Pressure Pipe and Fittings 9. Uni-Bell B-11 1.3 SYSTEM DESCRIPTION A. Gravity Sewer Pipe - PVC pipe shall be of the integral wall bell and spigot joint type, which meets or exceeds all requirements set forth in ASTM D3034, latest revision. Minimum wall thickness shall conform to ASTM SDR 26. PVC pipes used for gravity sewers shall be green in color. Fittings shall be made of PVC plastic as defined by ASTM SDR 26 1784, latest revision. Flexible gasketed joints shall be compression type conforming to ASTM D3201, latest revision. Elastomeric joint gaskets shall conform to ASTM F477, latest revision. At all conflict crossings using 4"-12" substitute C900 PVC, Class 305, DR 14 and for PVC pipe 14" and larger use C900 PVC, Class 235, DR 18. B. Force Main Pipe — PVC pipe meeting the latest revision of AWWA C900 shall be provided. For installation of 4" — 12" pipe, the pressure class shall be 235 with a DR of 18. For installation of 14" — 24" pipe, use pressure class 165, DR 25, meeting or exceeding the requirements of Uni-Bell B-11. PVC pipes used for force mains shall be green in color. Outside diameters shall be equivalent to ductile iron pipe of the same nominal size. Joints between successive lengths of straight PVC pipe shall be compression type using a single elastomeric gasket, per ASTM C-3139 and F477. Fittings for C900 pipe shall be C900 rated PVC. Joint restraint devices shall be provided for horizontal or vertical alignment changes using uni-flange type collars, epoxy coated, with high strength, and low alloy hardware (see County Approved Product List, Appendix F). PVC pipe direct buried beneath roadways, parking lots or parking lot entrances shall meet AWWA Specification C900, latest revision. All 4" to 12" pipe in such locations shall be a minimum of Class 305, DR 14, and all 14" to 24" pipe shall be a minimum of Class 235, DR 18. Pressure Class 250 ductile iron pipe may be used instead of PVC in these locations if approved by the County Manager or designee. C. Potable, Raw and Non-Potable Irrigation Water Main Pipe - PVC shall conform to AWWA Specification C900, latest revision. All 4" to 12" pipe shall be a minimum of Class 235, DR 18 and all 14" to 24" pipe shall be a minimum of Class 165, DR 25 and shall meet or exceed Uni-Bell B-11. All potable water pipe shall bear the seal of the National Sanitation Foundation (NSF) for potable water pipe. All pipe shall be marked with the manufacturer's name, nominal size, type of plastic and pressure rating. All PVC pipe used for potable water lines shall be predominately Section 330503 COLLIER COUNTY POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS TECHNICAL SPECIFICATIONS Page 3 of 6 GP blue in color. Underground PVC pipes used for potable water lines shall be solid- wall blue pipe, will have a co-extruded blue external skin, or will be white or black pipe with blue stripes incorporated into, or applied to, the pipe wall. PVC pipes used for raw water shall be white in color. PVC pipes used for non-potable irrigation, reclaimed or reuse water shall be purple in color. Pipe O.D. shall be equivalent to cast iron pipe of the same nominal size. PVC pipe direct buried beneath roadways, parking lots or parking lot entrances shall meet AWWA Specification C900, latest revision. All 4" to 12" pipe in such locations shall be a minimum of Class 305, DR 14, and all 14" to 24" pipe shall be a minimum of Class 235, DR 18. Pressure Class 250 ductile iron pipe may be used instead of PVC in these locations if approved by the County Manager or designee. D. Provide pipe of the various sizes and classes as specified in the schedule or shown. Restrain all pressure pipe joints. E. Construct concrete encasements only with written permission from the Water Director. 1.4 SUBMITTALS A. General: Provide all submittals, including the following, as specified in Division 1. B. Submit the following shop drawings: 1. Pipe joints, fittings, sleeves and cleanouts. Where special designs or fittings are required, show the work in large detail and completely describe and dimension all items. 2. Fully dimensioned drawings of piping layouts, including fittings, couplings, sleeves, cleanouts, valves, supports and anchors. Label pipe size, materials, type, and class on drawings and include the limits of each reach of restrained joints. Provide cross sections showing elevations of cleanouts, pipes, fittings, sleeves, and valves. 3. Catalog data for pipe, joints, fittings, sleeves, harnessing and cleanouts. C. Quality Control: Submit certificate of compliance for pipe, fittings, gaskets, coatings, specials, sleeves and cleanouts in accordance with this Section. 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle all pipe, fittings and appurtenances as specified in Division 1 and Section 330518. Section 330503 COLLIER COUNTY POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS GPO TECHNICAL SPECIFICATIONS Page 3 of 6 PART 2 PRODUCTS 2.1 MATERIALS A. PVC Pipes and Fabricated Fittings: PVC pipe and fabricated fittings shall be made from virgin PVC resin that has been compounded to provide physical and chemical properties that equal or exceed cell class 12454-B as defined in ASTM D1784, and shall qualify for a hydrostatic design basis of 4,000 psi (27.58 MPa) at 73.4°F (23°C) per the requirements of PPI TR-3. B. Fittings for Pressure Pipe: Provide all fittings meeting the requirements of Sections 330504. C. Joints and Fittings for Gravity Sewer Pipe: Provide all fittings meeting the requirements of ASTM D 3034 and ASTM F 679. Provide joints that are a molded integral part of the pipe section. Do not use joints or couplings furnished loose. Provide joints with elastomeric gasket joints. D. Joints for Pressure Pipe: Provide pipe with bell ends in accordance with AWWA C900. Provide joints with elastomeric gasket joints. E. Elastomeric Gasket Joints: Provide elastomeric gasket joints in accordance with ASTM F 477. F. Rubber Gasket Joints: Provide mechanical joints meeting the requirements of ANSI A21.11. G. Color: Provide pipe made of 100 percent of the color specified. Provide green sewer or force main pipe. Provide blue potable water pipe. Provide white raw water pipe. Provide purple non-potable irrigation, reclaimed or reuse water pipe. H. Pipe Marking: Provide mark on each pipe at internals of 5 feet or less to designate compliance with applicable ASTM or AWWA specification. I. Temporary Bulkheads: Provide temporary bulkheads at the ends of sections where adjoining pipelines have not been completed and are not ready to connect. 1. Remove all temporary bulkheads when they are no longer needed. J. Date of Manufacturer: Provide pipe and fitting manufactured no earlier than 12 month period proceeding the date of the Agreement. K. Wall Thickness for Pressure Pipe: 1. 4 through 12 inches diameter — provide AWWA-C900 DR 14, Class 305 for pressure pipe installed under pavement. Section 330503 COLLIER COUNTY POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS TECHNICAL SPECIFICATIONS Page 4 of 6 /-`N I O 2. 14 through 24 inches diameter— provide AVWVA-C905 DR 18, Class 235 for pressure pipe installed under pavement. L. Restraining Devices: Joint restraining devices (see County Approved Product List, Appendix F) shall be placed at all bends, tees, plugs, reducers, and other fittings to provide lateral support, and shall conform to the Collier County Standard Details. Concrete thrust blocks shall only be utilized if approved by Collier County Utilities. PART 3 EXECUTION 3.1 INSTALLATION A. Install all buried PVC pipe and fittings in accordance with the manufacturer's recommendations, approved shop drawings, as specified in Division 1, and Section 330518. For horizontal directional drilling of Fusible PVC, see Section 330502 for casing and execution requirements. 3.2 LEAKAGE TESTING A. Cleaning: Flush clean and test all pipes after installation. B. Testing: Test pipes for leaks and repair or tighten as required. C. Procedures: Conduct tests in accordance with Section 022501. 3.3 DISINFECTION A. General: Disinfect all pipelines that are to carry potable water before they are placed in service as specified in Section 025400. 3.4 SCHEDULES A. Refer to the Schedules contained in Section 330518 Laying and Jointing Buried Pipelines for information on the piping that is to be constructed using the pipe materials and methods specified herein. END OF SECTION Section 330503 COLLIER COUNTY POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS TECHNICAL SPECIFICATIONS Page 5 of 6 GPp NO TEXT FOR THIS PAGE Section 330503 COLLIER COUNTY POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS TECHNICAL SPECIFICATIONS Page 6 of 6 '' SECTION 330504 DUCTILE IRON PIPE (DIP) AND FITTINGS PART 1 GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment, and incidentals required, and install ductile iron pipe, fittings and appurtenances as shown on the Drawings and as specified herein. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. Section 330518 - Laying and Jointing Buried Pipe 1.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. Commercial Standards: (Latest Revision) 1. ANSI/AWWA C104/A21.4 Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water. 2. ANSI/AWWA C105/A21.5 Polyethylene Encasement for Ductile-Iron Piping for Water and Other Liquids. 3. ANSI/AWWA C110/A21.10 Ductile-Iron Fittings, 3 in. Through 48 Inches, for Water and Other Liquids. (C110 2-48 inches). 4. ANSI/AWWA C111/A21.11 Rubber Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. 5. ANSI/AWWA C115/A21.15 Flanged Ductile-Iron Pipe with Threaded Flanges. 6. ANSI/AWWA C150/A21.50 Thickness Design of Ductile-Iron Pipe. 7. ANSI/AWWA C151/A21.51 Ductile-Iron Pipe, Centrifugally Cast for Water or Other Liquids. 8. ANSI/AWWA C153/A21.53 Ductile-Iron Compact Fittings 9. AWWA C600 Installation of Ductile Iron Water Mains and Their Appurtenances. 10. Collier County Utilities Standards and Procedures Ordinance Section 330504 COLLIER COUNTY DUCTILE IRON PIPE (DIP)AND FITTINGS TECHNICAL SPECIFICATIONS Page 1 of 10 - 6 1.4 CONTRACTOR SUBMITTALS A. Shop Drawings: Submit shop drawings of pipe and fittings in accordance with the requirements in the General Conditions, the requirements of the referenced standards and the following supplemental requirements as applicable: 1. Certified dimensional drawings of all valves, fittings, and appurtenances. 2. In all cases, a line layout to indicate the limits of each reach of restrained joints or of concrete encasement shall be supplied. (NOTE: Obtain COUNTY Water Director's approval of all proposed concrete encasement of ductile iron pipe.) B. Certifications: Furnish a certified affidavit of compliance for all pipe and other products or materials furnished under this Section of the Specifications, which indicates that all tests have been made and that all results comply with the requirements of AWWA C151, including but not necessarily limited to the following: 1. Acceptance Tests. 2. Hydrostatic Tests. 3. Impact Tests. C. Additional Documentation: Upon request, furnish foundry records in the form of written transcripts. D. All expenses incurred for certification, testing, and data submittal shall be borne by the CONTRACTOR or the Supplier. 1.5 QUALITY ASSURANCE A. Inspection: All pipe shall be available for inspection at the place of manufacture prior to shipping in accordance with the provisions of the referenced standards. Notify the ENGINEER in writing not less than 10 calendar days prior to the shipping of the pipe. B. The ENGINEER shall be given access to all areas where manufacturing and testing is performed and shall be permitted to make all inspections necessary to confirm manufacturer compliance with these Specifications. C. Tests: Except as modified herein, all materials used in the manufacture of the pipe shall be tested in accordance with the requirements of the referenced standards as applicable. D. Provide data on material tests at no additional cost to the COUNTY. Section 330504 COLLIER COUNTY DUCTILE IRON PIPE (DIP)AND FITTINGS TECHNICAL SPECIFICATIONS Page 2 of 10 C". E. In addition to those tests specifically required, the ENGINEER may request additional samples of any material including lining and coating samples for testing by the COUNTY. Furnish the additional samples at no additional cost to the COUNTY. 1.6 CORROSION PROTECTION A. If specifically approved by Collier County Utilities for use, provide exterior protection for underground ductile iron pipe and fittings within areas of severe corrosive conditions. This shall be accomplished by the installation of polyethylene encasement through the area of concern. The soil test evaluation to determine the necessity for extra protection in suspect areas shall be those set forth in ANSI Standard A21.5. Additionally, where other existing utilities are known to be cathodically protected, ductile iron pipe crossing said utility shall be protected for a distance of 20 feet to each side. If ductile iron pipe is to be installed parallel to and within 10 feet of cathodically protected pipe, then protection shall be provided for the entire length. Do not install steel pipe in severe corrosion areas. PART 2 PRODUCTS 2.1 GENERAL A. Protective Lining for Water Mains: Cement mortar lined ductile iron pipe shall conform to ANSI/AWWA C151 and C104, subject to the following supplemental requirements. The pipe shall be of the diameter and class shown, shall be furnished complete with rubber gaskets as indicated in the Contract Documents, and all specials and fittings shall be provided as required under the Contract Documents. B. Protective Lining for Force Mains and Sewers: Where lining is shown, specified or required, for the protection of pipelines carrying sewage from corrosive gases, line the pipe using protective ceramic epoxy coating (see County Approved Product List, Appendix F) in accordance with the manufacturer's written instructions. For ceramic epoxy lining, abrasive blast clean pipe and fittings to a near white surface to SSPC SP-10 and provide 40 mils minimum of dry film thickness of ceramic epoxy lining. C. Handling and Storage: Handle the pipe by using wide slings, padded cradles, or other devices designed and constructed to prevent damage to the pipe and its lining. The use of equipment or handling, which might injure the pipe and its lining, will not be permitted. Stockpiled pipe shall be suitably supported and shall be secured to prevent accidental rolling. Assure that all other pipe handling equipment and methods is acceptable to the ENGINEER. D. Laying lengths: Maximum pipe laying lengths shall be 20 feet. Section 330504 COLLIER COUNTY DUCTILE IRON PIPE (DIP)AND FITTINGS TECHNICAL SPECIFICATIONS Page 3 of 10 O GQ' E. Finish: The pipe shall have smooth dense interior surfaces and shall be free from fractures, excessive interior surface crazing and roughness, in accordance with ANSI/AWWA C104. F. Closures and Correction Pieces: Provide closures and correction pieces as required so that closures may be made due to different headings in the pipe laying operation and so that correction may be made to adjust the pipe laying to conform to pipe stationing shown on the Drawings or line layouts where applicable. 2.2 PIPE DESIGN CRITERIA A. General: Ductile Iron pipe shall be designed in accordance with the requirements of ANSI/AWWA C150 as applicable and as modified in this Section. B. Pipe Wall Thickness for Internal Pressure: The pipe shall be designed with a net thickness to withstand the design internal pressure in accordance with the hoop stress formula. In addition to the requirements of the Section, the minimum wall thickness shall be in accordance with the minimum thickness wall depicted in table 50.5 of ANSI/AWWA C150. C. Potable, Raw and Non-Potable Irrigation Water Mains: 1. Ductile Iron Pipe shall be a minimum pressure Class 250 and will be accepted in any diameter for use within the water distribution system. 2. All aboveground potable water main pipe shall be painted Federal Safety Blue. All aboveground raw water main pipe shall be painted white. All aboveground non-potable irrigation, reclaimed or reuse water main pipe shall be painted Pantone Purple 522C. The pipe wall thickness shall not be less than that required by a working pressure of 250 psi in laying condition Type 4 "B" with 5-foot cover in conformance with ANSI Standard A21.50. D. Force Mains and Gravity Sewers: 1. Ductile Iron Pipe shall be a minimum pressure Class150 and will be accepted in any diameter for use within the wastewater collection system. 2. Ductile iron pipe for Gravity Sewer applications in not permitted unless the ENGINEER can demonstrate that C900 PVC pipe, Class 150 or 200, cannot be utilized from a structural standpoint. 3. All aboveground force main pipe shall be painted Safety Green. The pipe wall thickness shall not be less than that required by a working pressure of 150 psi. Section 330504 COLLIER COUNTY DUCTILE IRON PIPE (DIP)AND FITTINGS TECHNICAL SPECIFICATIONS Page 4 of 10 QO 2.3 MATERIALS A. Ductile Iron Pipe: Pipe materials shall conform to the requirements of ANSI/AWWA C151. B. Adapters to connect ductile iron pipe or fittings to pipe or fittings of dissimilar materials shall be supplied by the CONTRACTOR in accordance with ASTM specifications and the pipe manufacturer recommendations, and as approved by the ENGINEER. C. Water Mains: 1. All water mains shall contain cement for mortar lining conforming to the requirements of ANSI/AWWA C104. Cement for mortar lining shall be Type II or V. A fly ash or pozzolan shall not be used. 2. All Ductile Iron buried water main pipelines shall have blue stripes applied to the pipe wall. Stripe width shall comply with AWWA standards. The stripes shall be applied during installation and shall incorporate blue tape or blue paint. The tape or paint shall be applied in a continuous line that runs parallel to the axis of the pipe and be located along the top of the pipe. 3. All pipe with an internal diameter of 24" or greater, tape or paint shall be applied in continuous lines along each side of the pipe as well as along the top of the pipe. D. Force Mains and Gravity Sewer: 1. All Ductile iron pipe used within the wastewater system shall be lined with a ceramic epoxy, (see County Approved Product List, Appendix F). Pipe and fittings shall be lined as specified herein. Each piece of pipe shall bear a marking denoting the class to which it belongs. 2.4 SPECIALS AND FITTINGS A. Fittings for Potable, Raw, Non-Potable Irrigation, Reclaimed and Reuse Water Systems: 1. Fittings for ductile iron pipe shall conform to the requirements of ANSI/AWWA C153/A21.53 or ANSI/AWWA C110/A21.10 for diameters 3 inches through 48 inches and shall have a minimum pressure rating of 350 psi for pipe sizes 6 inches through 24 inches and 250 psi for sizes larger than 24 inches. Ductile iron fittings shall be double cement lined, seal coated and outside coated with an asphaltic material in accordance with AWWA C104 as specified. B. Fittings for Wastewater System: Section 330504 COLLIER COUNTY DUCTILE IRON PIPE (DIP)AND FITTINGS TECHNICAL SPECIFICATIONS Page 5 of 10 GP0 1. All pipe and fittings in direct contact with wastewater shall be interior coated with a 40 mil thickness of ceramic epoxy coating (see County Approved Product List, Appendix F). Pipe and fittings shall have an outside asphaltic coating as specified in AWWA Standard C151. Each piece of pipe shall bear a marking denoting the class to which it belongs. 2.5 DESIGN OF PIPE A. General: The pipe furnished shall be ductile iron pipe, lined as specified, with rubber gasketed joints. B. The pipe shall be designed, manufactured, tested, inspected, and marked according to applicable requirements previously stated and except as hereinafter modified, shall conform to ANSI/AWWA C150 and ANSI/AWWA C151. C. Pipe Dimensions: The pipe shall be of the diameter and class shown. The minimum wall thickness for each pipe size shall be as specified herein or shown on the Drawings. D. Fitting Dimensions: The fittings shall be of the diameter shown and class specified. E. Joint Design: Ductile Iron pipe and fittings shall be furnished with mechanical joints, push-on joints and flanged joints as follows: 1. For buried pipe applications, unless otherwise indicated, mechanical and push-on joints shall conform to ANSI/AWWA C111/A21.11, with the minimum pressure rating of 350 psi. 2. For above-ground or buried vault applications, unless otherwise indicated, flanged joints shall conform to ANSI/AWWA C115/A21.15, with the minimum pressure rating of 250 psi. All above-ground fittings shall be painted blue. 3. Use manufactured, labeled gasket lubricant for push on joints with trade name and pipe manufacturer name, other lubricants are prohibited. 4. Nuts and bolts for flanged joints shall be 304 stainless, as specified by the COUNTY, and conform to ANSI/AWWA C111. F. Restraining Devices: Joint restraining devices (see County Approved Product List, Appendix F) shall be placed at all bends, tees, plugs, reducers, and other fittings to provide lateral support, and shall conform to the Collier County Standard Details. Concrete thrust blocks shall only be utilized if approved by Collier County Utilities. G. For bell-and-spigot ends with rubber gaskets, the clearance between the bells and spigots shall be such that when combined with the gasket groove configuration and the gasket itself will provide watertight joints under all operating conditions Section 330504 COLLIER COUNTY DUCTILE IRON PIPE (DIP)AND FITTINGS TECHNICAL SPECIFICATIONS Page 6 of 10 GO P when properly installed. Require the pipe manufacturer to submit details complete with significant dimensions and tolerances and also to submit performance data indicating that the proposed joint has performed satisfactorily under similar conditions. In the absence of a history of field performance, the results of a test program shall be submitted. H. Gaskets shall be a Buna N, Neoprene, or a Nitryl-based rubber product. Gaskets shall have clean tips unless otherwise specified. Elastomeric gaskets conforming to ASTM F-477 shall also be acceptable. I. Shop-applied interior linings and exterior coatings shall be applied evenly to the nominal thickness specified. Exterior coatings: asphalt coating for buried pipe or primed pipe cannot be furnished holiday free. 2.6 CEMENT-MORTAR LINING A. Cement-Mortar Lining For Shop Application: Except as otherwise provided herein, interior surfaces of all ductile iron pipe shall be cleaned and lined in the shop with cement-mortar lining applied centrifugally in conformity with ANSI/AWWA C104. Ductile-Iron pipefittings need not have the cement-mortar lining applied centrifugally. The lining machines shall be of a type that has been used successfully for similar work. Every precaution shall be taken to prevent damage to the lining. If lining is damaged or found faulty at delivery site, the damaged or unsatisfactory portions shall be repaired in the filed in accordance with ANSI/AWWA C104. B. The nominal wet lining thickness shall be as follows: Nominal Factory Nominal Replacement Nominal Pipe Applied Lining Lining Diameter (in.) Thickness (in.) Thickness (in.) 3-12 1/8 1/8 14-24 3/16 3/16 30-64 1/4 1/4 C. Protection of Pipe Lining/Interior: All shop-applied cement mortar lining shall be given a seal coat of asphaltic material in conformance with ANSI/AWWA C104. 2.7 EXTERIOR COATING OF PIPE A. Exterior Coating of Buried Piping: The exterior coating shall be an asphaltic coating approximately 1 mil thick, conforming to ANSI/AWWA C151. 2.8 CORROSION PROTECTION A. If specifically approved by Collier County Utilities for use, exterior protection shall be provided for underground ductile iron pipe and fittings within areas of severe Section 330504 COLLIER COUNTY DUCTILE IRON PIPE (DIP)AND FITTINGS TECHNICAL SPECIFICATIONS Page 7 of 10 corrosive conditions. This shall be accomplished by the installation of polyethylene encasement through the area of concern. The soil test evaluation to determine the necessity for extra protection in suspect areas shall be those set forth in ANSI Standard A21.5. Additionally, where other existing utilities are known to be cathodically protected, ductile iron pipe crossing said utility shall be protected for a distance of 20 feet to each side. If ductile iron pipe is to be installed parallel to and within 10 feet of cathodically protected pipe, then protection shall be provided for the entire length. Steel pipe shall not be installed in severe corrosion areas. PART 3 EXECUTION 3.1 INSTALLATION OF PIPE A. Handling and Storage: Carefully handle and protect all pipe, fittings, etc., against damage, impact shocks, and free fall and in accordance with ANSI/AWWA C600. Do not place pipe directly on rough rocky ground, but in such instances support the pipe in a manner that will protect the pipe against injury whenever stored at such trench site or elsewhere. Do not install any pipe where the lining or coating show defects that may be harmful as determined by the ENGINEER. Repair such damaged lining or coating, or furnish and install a new undamaged pipe. B. Repair or replace all pipe damaged prior to Substantial Completion or during warrantee period. C. Inspect each pipe and fitting prior to installation to insure that no damaged portions of pipe are installed. D. Before placement of pipe in the trench, thoroughly clean each pipe or fitting of any foreign substance that may have collected therein, and keep the pipe clean at all times thereafter. For this purpose, close the openings of all pipes and fittings in the trench during any interruption to the work. E. Pipe Laying: Install the pipe in accordance with ANSI/AWWA C600. F. Lay pipe directly on the bedding material. Refer to the Utilities Standards and Procedures Ordinance Section 9.1.2 for laying and backfilling requirements. No blocking will be permitted, and the bedding shall be such that it forms a continuous, solid bearing for the full length of the pipe. Make excavations as needed to facilitate removal of handling devices after the pipe is laid. Form bell holes at the ends of the pipe to prevent point loading at the bells or couplings. Make excavations as needed outside the normal trench section at field joints to permit adequate access to the joints for field connection operations and for application of coating on field joints. G. Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the ENGINEER may change the alignment and/or the grades. Such Section 330504 COLLIER COUNTY DUCTILE IRON PIPE (DIP)AND FITTINGS TECHNICAL SPECIFICATIONS Page 8 of 10 G,` change may be made by the deflection of joints, by the use of bevel adapters, or by the use of additional fittings. However, in no case shall the deflection in the joint exceed 70 percent of the maximum deflection recommended by the pipe manufacturer. No joint shall be misaligned any amount which will be detrimental to the strength and water tightness of the finished joint. H. Pipe and Specials Protection: Protect the openings of all pipe and specials with suitable bulkheads to prevent unauthorized access by persons, animals, water, or any undesirable substance. At all times, provide means to prevent the pipe from floating. I. Pipe Cleanup: As pipe laying progresses, keep the pipe interior free of all debris. Completely clean the interior of the pipe of all sand, dirt, mortar splatter and any other debris following completion of pipe laying, pointing of joints, and any necessary interior repairs per ANSI/AWWA C600 and C602 prior to testing and disinfecting the completed pipeline. For pipe larger than 12" diameter, utilize a polyurethane foam plug "Poly Pig" to remove all debris from main. 3.2 RUBBER GASKETED JOINTS A. Rubber Gasketed Joints: Immediately before jointing pipe, thoroughly clean the bell end of the pipe, and place a clean rubber gasket in the bell groove. Carefully clean the bell and spigot end of push-on joint pipe, and lubricate with a vegetable-based lubricant or per manufacturer's recommendation. Insert the spigot end of the pipe section into the bell of the previously laid joint and telescope into the proper position. Do not tilt the pipe to insert the spigot into the bell. 3.3 INSTALLATION OF PIPE APPURTENANCES A. Installation of Valves: Handle all valves in a manner to prevent any injury or damage to any part of the valve. Thoroughly clean and prepare all joints prior to installation. Adjust all stem packing and operate each valve prior to installation to insure proper operation. B. Install all valves so that the valve stems are plumb and in the location shown on the Drawings. C. Mechanical joints consisting of bell, socket, gland, gasket, bolts, and nuts shall conform to ANSI Standard A21.11. Bolts and nuts shall be high strength, low alloy, Cor-Ten, T-Head Type having hexagonal nuts. Bolts and nuts shall be machined through and nuts shall be tapped at right angles to a smooth bearing surface. Single sealed gasket push-on type joints (see County Approved Product List, Appendix F) shall conform to the requirements of ANSI A21.11. D. Mechanical joint retainer glands may be used to restrain mechanical joint pipe and fittings to the plain end of ductile iron pipe and fittings when used in conjunction with thrust blocks of reduced size. The Utilities ENGINEER must approve thrust block size. Maintain joint flexibility. Section 330504 COLLIER COUNTY DUCTILE IRON PIPE (DIP)AND FITTINGS TECHNICAL SPECIFICATIONS Page 9 of 10 GPO 3.4 TESTING AND DISINFECTION A. Test completed water or force main pipeline in accordance with Section 022501. Disinfect completed water pipeline in accordance with Section 025400. END OF SECTION Section 330504 COLLIER COUNTY DUCTILE IRON PIPE (DIP)AND FITTINGS pe TECHNICAL SPECIFICATIONS Page 10 of 10 C SECTION 330518 LAYING AND JOINTING BURIED PIPELINES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Installation of all underground pipelines. Provide pipeline materials, coatings and linings as specified and pipe of the types, sizes and classes shown or specified. 1. Use proper and suitable tools and appliances for the safe and convenient cutting, handling, and laying of the pipe and fittings. 2. Use suitable fittings where shown and at connections or where grade or alignment changes require offsets greater than those recommended and approved. 3. Lay all underground pipelines not supported on piles or concrete cradle in select fill bedding material. 4. Close off all lines with bulkheads when pipe laying is not in progress. B. Related Work Specified in Other Sections Includes: 1. Section 022501 — Leakage Tests 2. Section 025400 — Disinfection 3. Section 312316 — Excavation - Earth and Rock 4. Section 312319 — Groundwater Control for Open Excavation 5. Section 312323 — Backfilling 6. Section 330502 — High Density Polyethylene (HDPE) Pipe and Fittings 7. Section 330503 - Polyvinyl Chloride (PVC) Pipe and Fittings 8. Section 330504 - Ductile Iron Pipe (DIP) and Fittings 1.2 REFERENCES A. Codes and standards referred to in this Section are: Section 330518 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 1 of 12 GPO 1. ASTM D 2774 - Practice for Underground Installation of Thermoplastic Pressure Piping 2. AWWA C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances 3. ASTM A 307 - Specification for Carbon Steel Bolts and Studs, 60000 psi Tensile 4. ASME B16.1 - Cast Iron Pipe Flanges and Flanged Fittings, C25, 125, 250, 800 5. ASME B16.21 - Nonmetallic Flat Gaskets for Pipe Flanges 6. AWWA C111/A21.11 - Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings 7. AWWA C115/A21.15 - Flanged Ductile-Iron Pipe With Threaded Flanges 8. Uni-Bell - Handbook of PVC Pipe 9. Collier County - Utilities Standards and Procedures Ordinance 1.3 DELIVERY, STORAGE AND HANDLING A. General: Deliver, store and handle all products and materials as specified in Division 1 and as follows: B. Transportation and Delivery: Take every precaution to prevent injury to the pipe during transportation and delivery to the site. C. Loading and Unloading: Take extreme care in loading and unloading the pipe and fittings. 1. Work slowly with skids or suitable power equipment, and keep pipe under perfect control at all times. 2. Under no condition is the pipe to be dropped, bumped, dragged, pushed, or moved in any way that will cause damage to the pipe or coating. D. Sling: When handling the pipe with a crane, use a suitable sling around the pipe. 1. Under no condition pass the sling through the pipe. Interior of pipe is to be kept free of dirt and foreign matter at all times. 2. Use a nylon canvas type sling or other material designed to prevent damage to the pipe and coating. Section 330518 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 2 of 12 C°C 3. When handling reinforced concrete pipe or uncoated steel or ductile iron pipe, steel cables, chain or like slings are acceptable. E. Damaged Piping: If in the process of transportation, handling, or laying, any pipe or fitting is damaged, replace or repair such pipe or pipes. F. Blocking and Stakes: Provide suitable blocking and stakes installed to prevent pipe from rolling. 1. Obtain approval for the type of blocking and stakes, and the method of installation. G. Storage for Gaskets: Store gaskets for pipe joints in a cool place and protect gaskets from light, sunlight, heat, oil, or grease until installed. Store gaskets in a sealed container (such as a vented drum). When long-term storage with exposure to direct sunlight is unavoidable, PVC pipe should be covered with an opaque material while permitting adequate air circulation above and around the pipe as required to prevent excessive heat accumulation (Uni-Bell PVC Handbook). 1. Do not use any gaskets showing signs of cracking, weathering or other deterioration. 2. Do not use gasket material stored in excess of six months without approval. 1.4 FIELD CONDITIONS A. Repair of Sanitary Sewers and Services: Rebed, in compacted select fill material, sanitary sewers which cross over the new pipe or which cross under the new pipe with less than 12 inches clear vertical separation. Compact the bedding to densities required for new pipeline construction and extend bedding below the sewer to undisturbed earth. Reconstruct sewers damaged by pipeline construction. 1. Furnish and install all materials and do all work necessary for the reconstruction or repairs of sanitary sewers and services. 2. Provide pipe for reconstruction of sanitary sewers and services meeting the appropriate specification requirements. 3. Provide pipe of the same size as the existing sewer or when the same size is not available, use the next larger size of pipe. Obtain approval of joints made between new pipe and existing pipe. PART 2 PRODUCTS A. The materials allowed for buried sewer pipes are PVC, HDPE or Ductile Iron Pipe. Section 330518 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 3 of 12 C.PO PART 3 EXECUTION 3.1 PREPARATION A. Dry Trench Bottoms: Lay pipe only in dry trenches having a stable bottom. 1. Where groundwater is encountered, make every effort to obtain a dry trench bottom in accordance with Section 312319. 2. Perform trench excavation and backfill in accordance with Sections 312316 and 312323. 3.2 INSTALLATION A. General: Install all piping in accordance with the manufacturer's recommendations and approved shop drawings and as specified in Division 1. Where pipe joint deflections are used, do not exceed 80 percent of the maximum deflection limits shown in AWWA C600. Gravity systems shall contain no joint deflection. 1. Arrange miscellaneous pipelines, which are shown in diagram form on the Plans, clear of other pipelines and equipment. 2. Gravity systems shall not contain vertical dips greater than one and a half inches (1.5"). B. Code Requirements: Provide pipeline installations complying with AWWA C600 for iron pipe, AWWA Manual M11 for steel pipe, ASTM D 2774 for thermoplastic pressure piping, and as modified or supplemented by the Specifications. C. Pipe Laying - General: 1. Thoroughly inspect all pipe for damage and cleanliness. If found to be defective, tag, remove and replace pipe with satisfactory pipe or fittings at no additional charge to COUNTY. 2. Generally, lay all pipe with bells pointing ahead. 3. Carefully place all pipe, pipe fittings, valves and hydrants into trench by means of a derrick, ropes or other suitable tools or equipment in such a manner as to prevent damage and check for alignment and grade. 4. Make adjustments to bring pipe to line and grade by scraping away or filling in select fill material under the body of the pipe. 5. Wedging or blocking up the pipe barrel is not permitted. Section 330518 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE cP0 TECHNICAL SPECIFICATIONS Page 4 of 12 6. Bring the faces of the spigot ends and the bells of pipes into fair contact and firmly and completely shove the pipe home. 7. As the work progresses, clean the interior of pipelines of all dirt and superfluous materials of every description. 8. Keep all lines absolutely clean during construction. 9. Lay pipelines accurately to line and grade. 10. During suspension of work for any reason at any time, a suitable stopper shall be placed in the end of the pipe last laid to prevent mud or other material from entering the pipe. D. Pipe Laying - Trenches: 1. Carefully lay all pipelines in trench excavations piece by piece using suitable tools or equipment on select fill bedding (refer to Utilities Standards and Procedures Ordinance, Section 9.1.2), concrete cradle or other foundations as shown, specified or ordered in writing. Prevent damage to materials, protective coatings and linings. 2. Do not dump or drop pipe or pipe materials into trench. 3. Properly secure the pipe against movement and make the pipe joints in the excavation as required. 4. Carefully grade and compact pipe bedding. 5. Bell Holes: a. Cut out bell holes for each joint as required to permit the joint to be properly made and allow the barrel of the pipe to have full bearing throughout its length. b. Thoroughly tamp bell holes full of select fill material following the making of each joint to provide adequate support to the pipe throughout its entire length. E. Other Foundations: Install pipelines laid on other types of foundations as specified for such other foundations or as ordered in writing. F. Field Cuts of Pipelines: For shorter than standard pipe lengths, make field cuts in a manner producing a cut square and perpendicular to the pipe axis. Remove any sharp, rough edges which otherwise might injure the gasket. G. Procedure for sealing cut ends and repairing field damaged areas of polyethylene lined pipe and fittings is as follows: Section 330518 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 5 of 12 Op,O 1. Remove burrs caused by field cutting of ends or handling damage and smooth out edge of polyethylene lining if made rough by field cutting or handling damage. 2. Remove oil or lubricant used during field cutting operations. 3. Areas of loose lining associated with field cutting operation must be removed and exposed metal cleaned by sanding or scraping. For larger areas, remove loose lining and dirt, then roughen bare pipe surface by scratching or gouging with a small chisel to provide an anchor pattern for the epoxy. It is recommended that the polyethylene lining be stripped back by chiseling, cutting, or scraping about 1 inch to 2 inches into well adhered lined area before patching. This ensures that all areas of undercutting have been removed. Be sure to roughen an overlap of 1 inch to 2 inches of polyethylene lining in area to be epoxy coated. This roughening should be done with a rough grade emery paper (40 grit), rasp, or small chisel. Avoid honing, buffing, or wire brushing since these tend to make surface to be repaired too smooth for good adhesion. 4. With area to be sealed or repaired clean and suitably roughened, apply a thick coat of a two-part coal tar epoxy (see County Approved Product List, Appendix F). The heavy coat of epoxy must be worked into the scratched surface by brushing. Mixing and application procedure for the epoxy must follow the epoxy manufacturer's instructions. 5. It is important that the entire freshly cut, exposed metal surface of the cut pipe be coated. To ensure proper sealing, overlap at least 1 inch of the roughened polyethylene lining with this two-part epoxy system. H. Ductile Iron Pipe Mechanical Joints: 1. Assembly: In making up mechanical joints, center the spigot in the bell. a. With a wire brush just prior to assembly of the joint thoroughly brush 8 inches outside of spigot and inside of bell with which the rubber gasket comes in contact. Remove all oil, grit, tar (other than standard coating) and other foreign matter from joint. b. Brush lubricant over the gasket just prior to installation. (Note: There is only one rubber gasket size for each diameter of pipe.) c. Press the gasket into place within the bell and move the gland into position, bolts inserted, and the nuts tightened finger tight. d. Tighten the nuts with a torque wrench so that the gland is brought up toward the pipe evenly. Torque wrenches shall be set as specified in AWWA C111. Spanner type wrenches not longer than specified in Section 330518 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 6 of 12 AWWA C111 may be used with the permission of County Manager or designee. e. Tighten all nuts 180 degrees apart alternately in order to produce equal pressure on all parts of the gland. 2. Torques: Apply the following range of bolt torques: Size Range of Inches Torque - ft. lbs 5/8 40 - 60 3/4 60 - 90 1 70 - 100 1-1/4 90 - 120 3. Remaking of Joints: If effective sealing is not obtained at the maximum torque listed above, disassemble and reassemble the joint after thorough cleaning. Ductile Iron Pipe Rubber Gasket Joints: 1. Assembly: In making up the rubber gasket joint, brush the gasket seat in the socket thoroughly with a wire brush and wipe the gasket with a cloth. a. Place the gasket in the socket with the large round end entering first so that the groove fits over the bead in the seat. b. Apply a thin film of lubricant (AWWA C600) to the inside surface of the gasket that will come in contact with the entering pipe. c. Brush the plain end of the pipe to be entered thoroughly with a wire brush and place it in alignment with the bell of the pipe to which it is to be joined. d. Exert sufficient force on the entering pipe so that its plain end is moved past the gasket until it makes contact with the base of the socket to make the joint. 2. Positioning: Before proceeding with backfilling, feel completely around the joint using a feeler gauge to confirm that the gasket is in its proper position. a. If the gasket can be felt out of position, withdraw the pipe and examine the gasket for cuts or breaks. b. If the gasket has been damaged, replace it with a new one before re- installing the pipe. Section 330518 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 7 of 12 3. Optional Mechanical Joints: Use mechanical joint fittings that meet the requirements of Section 330504 with the rubber gasket joint pipe when specified or when rubber gasket fittings are not available. J. Temporary Bulkheads: Provide temporary bulkheads at the ends of sections where adjoining pipelines have not been completed, and in connections built into pipelines where adjoining pipelines or structures have not been completed and are not ready to be connected. 1. Remove bulkheads encountered in connecting sewers or structures included in this Contract, or in pipelines or structures previously built, when they are no longer needed or when ordered. K. Temporary Blow-Off Assembly: Dead-end water lines shall be temporarily ended with a blow-off as shown in Collier County Standard Details. After full bore flush replace with a fire hydrant meeting the requirements of Section 331619. L. Sleeve Type Couplings: For sleeve type couplings, equally tighten diametrically opposite bolts on the connection so that the gaskets will be brought up evenly all around the pipe. 1. Torque Wrenches: Do the final tightening with torque wrenches set for the torque recommended by the coupling manufacturer. M. Concrete Encasement: Concrete encasement shall be constructed in accordance with Collier County Standard Details when: 1. A potable water main crosses at a depth that provides less than 18 inches clear distance from sewer lines in which case a Deviation Form request should be completed. Encase the sewer main unless specifically approved by Collier County Utilities. Encasement shall extend a minimum 10 feet on each side of the point of crossing. Pressure test both pipelines to 150 psi after the concrete has properly cured. 2. A water main running parallel to a sewer line provides less than 10 feet separation from sewer lines, in which case a Deviation Form Request needs to be completed. Encase the sewer main unless specifically approved by Collier County Utilities. 3. The ENGINEER has ordered the line encased. NO POTABLE WATER MAIN SHALL BE ENCASED IN CONCRETE UNLESS SPECIFICALLY AUTHORIZED BY THE COUNTY MANAGER OR DESIGNEE. The points of beginning and ending of pipe encasement shall be not more than 6 inches from a pipe joint to protect the pipe from cracking due to uneven settlement of its foundation or the effects of superimposed live loads. Section 330518 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 8 of 12 GAQ, N. Valve Box Setting: Install valve boxes vertical and concentric with the valve stem. 1. Adjust valve-box to final grade at the time designated by the County Manager or designee. 2. Build a collar, as shown in the standard details, 18 inches by 18 inches by 6 inches or 24 inch diameter round by 6 inches flush to grade of top of box. Similar collar shall be poured flush with grade and top of unpaved areas. 3. Satisfactorily reset any valve box that is moved from its original position, preventing the operation of the valve. 4. Replace any valve box that has been damaged. O. Identification: 1. Metallized Warning Tape: For DIP and PVC pipe (other than gravity sewer pipe and laterals) to be installed, 3-inch detectable marking tape, of appropriate color and appropriate warning statement, shall be placed along the entire pipe length. In all cases, marking tape shall be installed two feet (2') below grade or one-half the pipe's bury, whichever is less, during backfill operations (refer to Utilities Standards Manual Section 1 — 1.1 and 2.2.1). All PVC pipe, PVC fittings, and identification tape shall be color-coded per Collier County Standards. HDPE pipe installed by horizontal directional drilling will not be required to be marked with metalized warning tape. 2. Electronic Markers (see County Approved Product List, Appendix F): Install electronic markers twenty-four inches (24") below final grade, above pipe, at all bends or changes in alignment and every two hundred and fifty feet (250') along the pipe between bends. P. Separation From Other Pipe Systems: 1. Parallel Water and Sewer or Non-Potable Lines: Sanitary sewer lines, storm sewers or force mains shall be separated from water mains by a minimum clear vertical distance of 18 inches and a horizontal distance of 10 feet. Non-potable, reclaimed or reuse water mains shall be separated from water mains, gravity sewers or force mains by a minimum clear vertical distance of 18 inches and a horizontal distance of 5 feet center to center or 3 feet outside to outside. When this standard cannot be maintained, the sewer line shall be concrete encased for a distance of 10 feet each way from the water line and any other conduit, with a minimum vertical clearance of 12 inches being provided at all times. See Section 1 - Design Criteria, Subsection 1.2.3. 2. Crossing Water and Sewer or Non-Potable Lines: Water mains crossing over a sewer or non-potable water line shall be (bottom of water main to top of sewer) separated by at least 18 inches unless local conditions or barriers Section 330518 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 9 of 12 C AO . prevent an 18 inch vertical separation. All crossings with vertical clearance less than 18 inches shall be made using sewer pipe thickness Class 200 AWWA C900 PVC pipe, and water pipe of Class 51 Ductile iron pipe, for a distance of 10 feet on each side of the crossing. The gravity sewer pipe in these locations shall be backfilled with USCS Class I bedding stone to a height of 6 inches above the crown of the pipe. When water mains cross under a sewer, both mains shall be constructed of C900 Class 200 PVC pipe with joints equivalent to water main standards for a distance of 10 feet on each side of the point of crossing with no intermediate joints. Additionally, a section of water main pipe shall be centered at the point of crossing. See Section 1 — Design Criteria, Subsection 1.3, Q. Aerial Crossings: 1. Pipes spanning elevated pier crossings shall be flanged ductile iron Pressure Class 350 pipe conforming to AWWA C115, C150 & C151. Pipe spanning on piers spaced further apart than normal pipe length of 18 or 20 ft. shall be multiple length pipe with interior flanged joints with a rubber gasket pipe (see County Approved Product List, Appendix F). The pipe wall thickness and flanged joints shall be designed to safely span the elevated piers under working pressure without exceeding the allowable stresses and conform to AWWA C150. Limit pipe deflection at center of span with pipe full of water to 1/720 of span length. Provide expansion joints for between above ground and below ground wastewater lines. 2. Flanges shall conform to AWWA C150 and C115. All bolts and nuts used in aerial crossings shall be 304 stainless steel. Gaskets shall be full faced or recessed "0-Ring" type to prevent leaks in pipe under stress in the aerial crossing. 3. Outside surface of all pipe, flanges or spool pieces shall be shop coated with zinc primer, High Build Epoxy protective coat and a finish coat of polyurethane high gloss. Color shall be Federal Safety Blue for potable water mains and Pantone Purple 522 C for non-potable irrigation water mains. 4. Install operating valves or other flow regulating devices on each shoreline or at a safe distance from each shoreline to prevent discharge in the event the line is damaged. 5. Install supports for all joints in pipes utilized for aerial crossings and to prevent overturning and settlement. Expansion jointing is specified between above ground and below ground sewers and force mains. 3.3 FIELD QUALITY CONTROL A. Testing: Test pipelines in accordance with Section 022501. Section 330518 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 10 of 12 CPO 1. Test valves in place, as far as practicable, and correct any defects in valves or connections. 2. Gravity Sewer Lines: Test in accordance with Section 022501 B. Inspection: Clean, inspect, and examine each piece of pipe and each fitting and special for defects before it is installed. 1. Cut away any lumps or projections on the face of the spigot end or the shoulder. 2. Do not use any cracked, broken, or defective pieces in the work. 3. If any defective piece should be discovered after having been installed, remove and replace this piece with a sound piece in a satisfactory manner at no increase in Contract Amount. 3.4 CLEANING A. General: Thoroughly clean all pipe before it is laid and keep it clean until it is accepted in the completed work. B. Removal of Materials: Exercise special care to avoid leaving bits of wood, dirt, and other foreign particles in the pipe. If any particles are discovered before the final acceptance of the work, remove and clean the pipe. 3.5 DISINFECTION A. General: Disinfect all pipelines that are to carry potable water in accordance with Section 025400. END OF SECTION Section 330518 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 11 of 12 CPO NO TEXT FOR THIS PAGE Section 330518 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 12 of 12 SECTION 330520 PIPE REMOVAL AND ABANDONMENT PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Removal and abandonment of piping and appurtenances, wholly or in part, as required to complete Work as shown on the Drawings and specified in this Section. B. Related Work Specified in other Sections Includes: 1. Section 020500 — Connection to Existing Systems 2. Section 033100—Concrete, Masonry Mortar and Grout 3. Section 312316— Excavation — Earth and Rock 4. Section 312323— Backfilling 1.2 SUBMITTALS A. General: Provide all submittals, including the following, as specified in Division 1. B. Submit the following: 1. Proposed methods for pipe removal and abandonment; 2. Equipment proposed to be used to do pipe removal and abandonment work; 3. Resume of pipe grouting subcontractor; 4. Pipe removal and abandonment schedule/sequence. C. If a detour is required, submit a traffic control plan for approval to County Manager or designee and/or the Florida Department of Transportation as described in Section 015526. 1.3 SITE CONDITIONS A. General 1. Prior to any work, a proper and approved maintenance of traffic plan (MOT) shall be submitted to the engineer and the County. 2. Execute pipe removal and abandonment so that there is no injury to persons or damage to adjacent buildings, structures, equipment, materials, piping, wiring, pavement, fences, trees, guardrails, and other adjacent improvements. Execute demolition and abandonment so that access to facilities that are in operation and to residences and businesses is free and safe. 3. Execute pipe removal and abandonment so that interference to vehicular traffic and personnel traffic does not exceed scheduled interference. Do not place rubble, COLLIER COUNTY Section 330520 TECHNICAL SPECIFICATIONS PIPE REMOVAL AND ABANDONMENT Page 1 of 6 0t'O excavation, piping, or other materials removed on roadways, drives, or sidewalks that are to remain in service. PART 2 - PRODUCTS 2.1 TEMPORARY MATERIALS A. Provide temporary fencing, barricades, barriers, piping, valves, pumps, power and controls, and water necessary to meet the requirements of this Section. B. Temporary fencing, barricades, barriers, and enclosures shall be suitable to the purpose intended. 2.2 REPAIR AND REPLACEMENT MATERIALS For repair or replacement of existing facilities or improvements to remain, use materials identical to, or equal to, materials used in existing work when new. PART 3 — EXECUTION 3.1 GENERAL A. Conduct pipe removal and abandonment as shown and specified in the Contract Documents. B. Conduct pipe removal and abandonment so that existing equipment, piping, wiring, structures, and other improvements to remain are not damaged. Repair or replace equipment, piping, wiring, structures, and other improvements damaged at no additional cost to the County. C. Do not remove equipment, piping, wiring, structures, or other improvements not shown or specified to be removed. If equipment, piping, wiring, structures, or other improvements not shown or specified to be removed is removed, replace equipment, piping, wiring, structures, or other improvements at no additional cost to the County. 3.2 DISCONNECTIONS A. Prior to starting pipe removal or abandonment, check underground and exposed existing utilities, piping, and equipment within the limits of pipe removal or abandonment. Prior to starting, check underground and exposed existing utilities, piping connected to and associated with existing pipe to be removed or abandoned. Verify the following: 1. Piping is inactive (abandoned); 2. Other utilities which may be in conflict have been permanently or temporarily disconnected, if required: B. Do not proceed with salvage or demolition if piping is active or utilities have not been disconnected. COLLIER COUNTY Section 330520 TECHNICAL SPECIFICATIONS PIPE REMOVAL AND ABANDONMENT Page 2 of 6 GPO 3.3 ABANDONMENT A. The Contractor shall, as described on the Drawings and as may be directed by the County, abandon in place the following existing utility improvements: 1. All water mains, reuse water mains and raw water mains that are designated to be abandoned shall be filled with grout. Refer to Section 033100 — Concrete, Masonry Mortar and Grout. 2. All sewer lines, force mains, laterals and services that are designated to be abandoned shall be flushed clean and filled with grout. Prior to grout fill, sewer lines, force mains, laterals and services to be abandoned shall be flushed clean to remove wastewater and solids. Contractor is responsible for securing and providing flushing water, collection of flush water/wastewater, and disposal. The cleaning of these piping systems shall comply with all local and DEP requirements. 3. Sewer manholes designated to be abandoned shall have the top two feet removed. The remainder of each manhole shall be abandoned and filled with grout or flowable fill. The excavation or pit shall be backfilled with select fill and compacted in accordance with Section 312323 — Backfilling and the trenching details on the Drawings. B. Appurtenances: All water hydrants, ARV valves and other appurtenances on abandoned lines shall be removed to the main and the fitting at the main shall be capped or plugged. All valves shall have the valve box, pad and operator removed, with the valve left in the open position unless specifically noted otherwise. C. Preparation: 1. The County shall be notified at least 72 hours in advance of grouting operations. 2. Bulkheads shall be spaced at intervals of not more than 1,000 feet. If the line to be abandoned is longer, bulkheads shall be inserted in the pipe to maintain the required maximum spacing between bulkheads. 3. Temporary vents shall be installed in the line to be filled at a maximum spacing of 150 ft. The vents shall be capable of being capped to allow further grouting operations. D. Equipment: 1. The materials shall be mixed or delivered in equipment of sufficient size and capacity to provide the desired amount of grout material for each stage in a single operation. The equipment shall be capable of mixing the grout at densities required for the approved procedure and shall also be capable of changing density as dictated by field conditions any time during the grouting operation. 2. Mixers and Pumps - The grout shall be delivered to the injection point at a steady pressure with a non-pulsating centrifugal or triplex pump. Means shall be provided to increase or decrease the water-cement ratio. The system shall mix the grout to a homogeneous consistency. Means of accurately measuring grout component quantities, pumping pressures, and volumes pumped shall be provided. COLLIER COUNTY Section 330520 TECHNICAL SPECIFICATIONS PIPE REMOVAL AND ABANDONMENT Page 3 of 6 c,[\(- 3. Pressure Gauges - CONTRACTOR shall provide one pressure gauge at the point of injection and one pressure gauge at the grout pump. Grouting shall not proceed without appropriate calibrated gauges in place and in working order. Pressure gauges shall be equipped with diaphragm seals, have a working range between 1.5 to 2.0 times the design grout pressure, and have an accuracy within 0.5 percent of full range. Pressure gauges shall be instrument oil filled and attached to a saddle-type diaphragm seal to prevent clogging with grout. E. Grouting: Once grouting operations begin, grouting shall proceed uninterrupted from bulkhead to bulkhead. Grout placement shall not be terminated until both of the following conditions have been met, unless otherwise approved by the County: a) The estimated volume of grout to fill the line has been injected; and, b) grout has been expelled from the furthest vent or bulkhead. Bulkheads and temporary vents shall not be removed until the grout has set. F. Testing and Sampling: 1. Take four test specimens for each 50 cubic yards of grout or for each four hours of placing. 2. Test in accordance with ASTM C109 except: a. The specimens shall be 3 inch by 6 inch cylinders covered after casting to prevent damage and loss of moisture. Moist cure specimens for a period up to 7 days prior to a 28-day compressive strength test. b. Do not oven dry specimens that are load tested. Specimens may be tested at any age to monitor compressive strength. The material may require special handling and testing techniques. G. The CONTRACTOR may remove the pipe in accordance with the Paragraph 3.04 in lieu of abandonment if acceptable to the County. Such removal, however, will be paid at the same price for pipe abandonment. H. All work under this Section shall comply with City, County, State and Federal regulations. 3.4 REMOVAL AND DISPOSAL A. The Contractor shall, as described on the Drawings and as may be directed by the County, remove the following existing utility improvements: 1. All water mains, reuse water mains and raw water mains that are designated to be removed. 2. All sewer lines, sewer manholes, force mains, laterals and services that are designated to be removed shall be flushed clean with water prior to removal. Contractor is responsible for securing and providing flushing water, collection of flush water/wastewater, and disposal. The cleaning of these piping systems shall comply with all local and DEP requirements. B. The pipe removal and disposal shall include all valves, fittings and appurtenances. COLLIER COUNTY Section 330520 TECHNICAL SPECIFICATIONS PIPE REMOVAL AND ABANDONMENT Page 4 of 6 ( %O 3.5 SALVAGE OF EQUIPMENT, PIPING, AND MATERIALS A. Remove items identified on the drawings or specified to remain the property of the County. Do not damage equipment, piping, and materials to be salvaged. B. Following removal or equipment, piping, and materials to be salvaged, place equipment, piping, and materials in a location within the County limits as designated by the County. 3.6 REPAIRS Repair structural elements, equipment, piping, conduit, and other improvements to remain that are damaged during demolition. Use workers specifically qualified in trade, or trades, involved to repair damaged work. 3.7 DISPOSAL A. Remove and dispose of all equipment, piping, and materials from the jobsite not specifically designated to be retained by the County. B. Contractor shall not accumulate or store debris from demolition on the project site. C. The disposal of the piping, manholes and appurtenances shall be in accordance with County, State and Federal laws. 3.8 BACKFILLING A. Backfill excavations, trenches, and pits resulting from abandonment and removal according to Section 312323 — Backfilling. B. Backfill of the pipe trenches shall be according to the County details for pipe trench backfill. Pipe trenches for removed pipes that were within 3 horizontal feet of the edge of pavement shall be backfilled according to the detail for the type of roadway. 3.9 CLEANUP AND CLOSURE A. Following pipe abandonment or removal, clean-up areas where other work is to be done as specified in this Section, or Sections applicable to work to be done. B. Following pipe abandonment or removal, clean-up areas where no other work is to be done under this Contract. Remove debris and rubbish, temporary facilities, and equipment. Level surface irregularities to eliminate depressions. Leave work in a neat and presentable condition. C. In locations where a pipe to be abandoned or removed connects to a pipe that remains in service, the Contractor shall install a suitable cap or plug on the end of the active pipe. END OF SECTION COLLIER COUNTY Section 330520 TECHNICAL SPECIFICATIONS PIPE REMOVAL AND ABANDONMENT r�c. Page 5 of 6 NO TEXT FOR THIS PAGE COLLIER COUNTY Section 330520 TECHNICAL SPECIFICATIONS PIPE REMOVAL AND ABANDONMENT GPO Page 6 of 6 SECTION 330523.13 HORIZONTAL DIRECTIONAL DRILLING PART 1 GENERAL 1.1 DESCRIPTION OF REQUIREMENTS A. The requirements of this section are applicable to all horizontal directional drills where the carrier pipe is 3" in nominal diameter and larger. B. Provide all necessary tools, materials, labor, supervision and equipment to successfully complete the installation of directionally drilled piping as specified herein and shown on the drawings. The CONTRACTOR shall be responsible for the final constructed product, and for furnishing the qualified labor and superintendence necessary for this method of construction. C. Furnish all items necessary to perform the horizontal directional drilling operation and construct the pipe to the lines and grade shown on the drawings. Project work tasks include completion of the drilling, pulling operations, horizontal directional drilling installation pressure testing, and final connection of piping installed as part of the horizontal directional drilling to open-cut piping. Horizontal directional drilling shall include the following work elements: 1. Drilling of the pilot hole and the reaming of the hole sufficient to install the HDPE pipe. 2. Provide, assemble, and install HDPE pipe including: a. Thermal fusion welding the HDPE pipe sections for temporary staging. b. Pulling the HDPE fused pipe stringout, in a continuous pullback operation with one fuse pipe cartridge. 3. Following HDPE pipe pullback, cut the HDPE pipe stubouts and install a temporary thermal fusion welded HDPE cap on both ends of the HDPE pipe stubouts, and perform pressure testing with water to verify pipeline integrity in accordance with the requirements of Section 022501 for HDPE product pipe material. D. Use techniques of creating or directing a borehole along a predetermined path to a specified target location. Use mechanical and hydraulic deviation equipment to change the boring course and use instrumentation to monitor the location and orientation of the boring head assembly along a predetermined course. Section 330523.13 COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 1 of 14 CPO, 1. Develop, provide, and operate a Drill Fluid Loss Monitoring Program as follows: a. Drill Fluid Loss Monitoring Program shall insure the following: 1) Site specific storm water control measures meet the requirements of the FDEP Best Management Practices guidelines. Storm water control measures shall include, as a minimum, onsite silt fence and sandbags or other mechanical means located between the construction operations and any adjacent water body. Storm water control measures shall provide positive containment of uncontrolled fluids on the site resulting from spills or overtopping of drill pits from heavy rainfall and prevent the fluids from reaching adjacent water body, or bodies. 2) Positive containment of uncontrolled fluids on the site resulting from spills or overtopping of drill pits from heavy rainfall. 3) Fluids are prevented from reaching the adjacent water bodies, per FDEP ERP permit requirements. b. Drill Fluid Loss Monitoring Program shall include the following: 1) Observations along the drill path during drilling and reaming operations; 2) Equipment for spill control remediation including, but not necessarily limited to, vac trucks, sand bags, and pumps; emergency spill and leakage control materials and equipment including diapers, absorbent material and other fuel and oil spill containment and cleanup materials; 3) Drill fluid loss monitoring and containment including downhole verification of annular drill fluid pressure with continual and immediate reading capability of the pressure monitor; 4) Drill rig instrumentation, including remote-monitoring electronic data recording features, to monitor drill fluid pressures and rates at pits, tanks, pumps, and drill rig operations; 5) Drill fluid properties measuring equipment; and 6) Trained field personnel to monitor and maintain the instrumentation. c. Provide drill fluid Loss Circulation Materials (LCM's) on site ready for use if needed. 2. Equipment shall be in functional order during all drilling operations. Section 330523.13 COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 2 of 14 GPO 3. Data shall be provided to the OWNER's representative daily or on request and a complete package of the recorded data will be provided to the OWNER following completion of the drill. E. Accomplish drilling with fluid-assist mechanical cutting. Use a mixture of bentonite and water or polymers and additives. Use bentonite sealants and water to lubricate and seal the mini-tunnel. Use minimum pressures and flow rates during drilling operation as not to fracture the sub-grade material around and or above the bore. F. Utilize small diameter fluid jets to fracture and mechanical cutters to cut and excavate the soil as the head advances forward. G. Install an offset section of drill stem that causes the cutter head to turn eccentrically about its centerline when it is rotating for steering. When steering adjustments are required, rotate the cutter head offset section toward the desired direction of travel and advance the drill stem forward without rotation. Control of tunnel line and grade shall meet the requirements of this section. H. The mobile drilling system shall be capable of being launched from the surface at an inclined angle and drilling a pilot hole with a diameter appropriate to the size, length, and configuration of the directional drill. The pilot hole shall then be enlarged with reamers as required. Pilot holes are not required on drills 4" and smaller. Develop and provide certified as-built plans, signed and sealed by a Professional Land Surveyor licensed in the State of Florida, in accordance with this Section 1.2 REFERENCE STANDARDS A. See Section 330502 for casing and carrier pipe diameter requirements. B. American Association of State Highway and Transportation Officials (AASHTO). C. Occupational Safety and Health Administration (OSHA). D. ASTM Standards: 1. ASTM D 3261 Standard Specification for Butt Heat Fusion Polyethylene (PE)Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing 2. ASTM F 1962 Standard Guide for Use of Maxi-Horizontal Directional Drilling for Placement of Polyethylene Pipe or Conduit Under Obstacles, Including River Crossings Section 330523.13 COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 3 of 14 GPO 1.3 DEFINITIONS A. CONTRACTOR's Construction Drawings shall be defined as drawings by which the CONTRACTOR proposes to construct, operate, build, etc., the referenced item. Submit Construction Drawings for the sole purpose of providing the sufficient details to verify that the CONTRACTOR's work in progress is in accordance with the intent of the design. 1.4 SUBMITTALS A. The ENGINEER will base the review of submitted details and data on the requirements of the completed work, safety of the work in regards to the public, potential for damage to public or private utilities and other existing structures and facilities, and the potential for unnecessary delay in the execution of the Work. Such review shall not be construed to relieve the CONTRACTOR in any way of his responsibilities under the contract. Do not commence work on any items requiring CONTRACTOR's Construction Drawings or other submittals until the drawings and submittals are reviewed and accepted by the ENGINEER. B. The CONTRACTOR shall: 1. Submit for review complete construction drawings in plan and profile view identifying details of the proposed method of construction and the sequence of operations to be performed during construction only if deviations from the contract plans are proposed. The drawings shall be sufficiently detailed to demonstrate to the ENGINEER whether the proposed materials and procedures will meet the requirements of the Contract Documents. 2. Submit manufacturer's data for the HDPE pipeline, as outlined in Section 330502 for HDPE product pipe material. 3. Submit the directional boring locating equipment proposed for use, method of locating to be used, and the proposed sequence and method of construction, for approval by the ENGINEER in accordance with the plans and specifications. Include information on how the bore is to be steered, the information recorded, and the pipe location verified for record drawings. Include proposed pilot bore tunnel size, proposed drilling fluid composition and Material Safety Data Sheets (MSDS), proposed viscosities, proposed pre-ream procedures, and final tunnel size. Submit proposed Temporary Traffic Control (MOT) plans for FDOT right-of-way work and for Collier County DOT right-of-way work. 4. Submit a work sequence and schedule. Provide a list of key personnel for the project including superintendent, driller, and tracking specialists. 5. Prior to approval for directional boring, the CONTRACTOR shall submit the names of supervisory field personnel and historical information of directional boring experience. Section 330523.13 COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 4 of 14 C1'0 6. Drill Method Submittal: Submit a minimum of 20 days before starting drilling for review and approval. This submittal shall include the following information: a. Drawings. Submit scaled plan showing the following: the work zone equipment configuration at each end of the drill; staging and storage areas; and the location of drill fluid, HDPE pipe, water supply for drilling, cuttings, pit spoil handling areas; and storm water containment measures, devices and locations. b. Drilling Procedure. It is recognized and accepted that the CONTRACTOR may need to adjust drilling procedures and equipment as new information is developed during the drill. The intent of this requirement is to provide the CONTRACTOR's initial approach to the project specific subsurface and permit conditions. c. Maximum Pipe Pull-back Forces: Submit anticipated maximum pipe pull- back forces based on proposed drill path plan and profile. d. Drill Fluid Loss Monitoring/Frac-Out Plan. Submit materials list including bentonite and bentonite additives for the project along with respective MSDS for all materials used on the site. 7. Tracking Coordination Submittal: Provide this submittal a minimum of 20 days prior to drilling. The intent of this submittal is to coordinate the contractor activities with the tracking specialist. Include manufacturer's data sheets and calibration on the tracking equipment and sample data recording log sheets. 8. The CONTRACTOR shall bring to the attention of the ENGINEER any known design issues based on CONTRACTOR's proposed drilling methods and/or procedures. This shall be stated in writing to the ENGINEER no later than the preconstruction meeting. 9. CONTRACTOR's construction drawings shall be submitted on the following items only if deviations from the Contract plans are proposed. a. Proposed contingency plans for critical phases and areas of directional drilling. b. Any proposed deviations from the Contract construction plans. c. Any proposed deviations from the Contract construction specifications. 10. Quality Control Methods. CONTRACTOR shall submit a description of his quality control methods he proposes to use in his operations to the ENGINEER. The submittal shall describe: Section 330523.13 CPO COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 5 of 14 a. Procedures for controlling and checking line and grade. b. Equipment specifications for checking line and grade. c. Field forms for establishing and checking line and grade. d. Actual product pipe pullback forces. 1.5 QUALITY CONTROL A. Low Pressure Air Test. Before the OWNER accepts the installation of each HDD, the CONTRACTOR shall perform a low-pressure air test of each of the HDPE fused pipe string-out cartridges prior to pipe pullback. Low pressure testing of the above ground pipes to be 10 psig for 60 minutes duration, soap all joints to test for leaks, and test pressure to remain within 2 PSI of original applied pressure for acceptance. B. Annular Pressure Monitoring. Annular pressure shall be monitored and recorded using equipment constructed for that purpose, and shall include a fully- instrumented remote-monitoring data recording package, such as PASON or equal. Annular pressures shall be monitored and recorded in the Annular Pressure Report. Annular pressure shall be recorded during active drilling of the pilot hole and during the first ream pass. The minimum and maximum annular pressure experienced during the joint shall also be recorded; the minimum and maximum pressures are not necessarily the pressures recorded at the start, middle and end of each joint, but shall be maximum values as measured throughout the whole joint. The time of each recorded measurement shall be recorded. The annular pressure measurements shall be indexed to the rod being drilled. The trends of the circulating pressure information will be assessed and corrective action shall be taken when appropriate. Drilling shall be stopped when required to prevent excess annular pressure. Drilling may resume once the cause of the excess down-hole pressure has been identified and corrected. C. Pipe Pull-back Forces. Force applied to pipe during pull-back shall not exceed the values shown on the Drawings. D. ENGINEER Authority for Directional Drilling. Directional drilling shall be performed in accordance with approved submittals. ENGINEER will have the authority to interpret and make decisions with respect to drilling activities should specification interpretation be required or unanticipated conditions occur. 1.6 JOB CONDITIONS A. Safety Requirements 1. Perform work in a manner to maximize safety and reduce exposure of men and equipment to hazardous and potentially hazardous conditions, in accordance with applicable safety standards. Section 330523.13 GPO COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 6 of 14 2. Whenever there is an emergency or stoppage of work which is likely to endanger the excavation or adjacent structures, operate a full work force for 24 hours a day, including weekends and holidays, without intermission until the emergency or hazardous conditions no longer jeopardize the stability and safety of the work. B. Air Quality. 1. Conduct directional drilling operations by methods and with equipment, which will positively control dust, fumes, vapors, gases or other atmospheric impurities in accordance with applicable safety requirements. C. Geotechnical Investigation 1. Make any geotechnical investigations deemed necessary to determine actual site conditions. D. Unanticipated Conditions 1. Notify ENGINEER of unexpected subsurface conditions and discontinue work in affected area until notified by ENGINEER to resume work. 2. Take emergency measures as required to protect persons and improvements. 1.7 UTILITY PROTECTION A. Utility lines and structures indicated on the drawings, which are to remain in service, shall be protected by the CONTRACTOR from any damage as a result of their operations. Where utility lines or structures not shown on the drawings are encountered, the CONTRACTOR shall report them to the ENGINEER before proceeding with the work. The CONTRACTOR shall bear the cost of repair or replacement of any utility lines or structures, which are broken or damaged by their operations. B. All utilities that may be impacted by the HDD shall be exposed through a "pot-hole" or other opening, in accordance with state utility locate laws and regulations, to ensure, through visual inspection, that the drill, reamer, or product pipe will not cause damage to the utility. 1.8 PERMITS A. Obtain any and all other permits required for prosecution of the work. Section 330523.13 COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 7 of 14 PART 2 PRODUCTS 2.1 GENERAL A. Refer to Section 330502 for HDPE pipe material. B. Use a high quality bentonite drilling fluid or equivalent to ensure hole stabilization, cuttings transport, bit and electronics cooling, and hole lubrication to reduce drag on the drill pipe and the product pipe. Oil based drilling fluids or fluids containing additives that can contaminate the soil or groundwater will not be considered acceptable substitutes. Composition of the fluid shall comply with all federal and local environmental regulations. 1. Disposal of drilling fluids shall be the responsibility of the CONTRACTOR and shall be conducted in compliance with all relative environmental regulations, right-of-way and workspace agreements and permit requirements. 2. Drilling fluid returns can be collected in the entrance pit, exit pit, or spoils recovery pit. The CONTRACTOR shall immediately clean up any drilling fluid spills or overflows from these pits. PART 3 EXECUTION 3.1 GENERAL A. The CONTRACTOR shall be responsible for his means and methods of directional drilling construction and shall ensure the safety of the work, the CONTRACTOR's employees, the public, and adjacent property, whether public or private. B. Obtain locations of all existing utilities within the horizontal directional drilling project area, whether shown on the plans or not, in coordination with the owners of such utilities. Be responsible for protection of such utilities from damage, and repair of any utilities damaged during or as a result of construction. C. Anticipate that portions of the drilled excavation will be below the groundwater table. D. Comply with all local, state and federal laws, rules and regulations at all times to prevent pollution of the air, ground and water. E. A pilot hole shall be drilled such that the required vertical clearances from ditch, river, or wetland bottoms and utilities and horizontal clearances from jurisdictional or buffer lines and utilities are maintained. If the pilot hole exits in jurisdictional or buffer areas they shall be responsible to grout hole to satisfaction of the environmental regulators and the ENGINEER. Section 330523.13 COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 8 of 14 CPO F. The boring hole shall then be reamed to be 120% to 150% oversized than the HDPE product pipe OD. Drilling mud, usually fluidized bentonite clay, shall be used to stabilize the hole and remove soil cuttings. The CONTRACTOR shall monitor and record the reamed hole location and depth at the same intervals as the bore hole. G. The pull-back operations shall include pulling the entire pipe stringout, in one segment back through the reamed hole and drilling mud. The pull-back operations shall include filling the product pipe with water to reduce the buoyancy and to reduce the pull-back forces required to pull-back the product pipe in the borehole. Proper pipe handling, cradling, bending minimization, surface inspection, and fusion welding procedures (for HDPE) shall be followed in accordance with this specification and Section 330502. Note that anticipated pullback speed is typically 1 to 2 feet per minute. Pull-back operation shall be continuous with no stoppage. If conditions exist where the pull-back cannot be continuous, the Contractor shall submit an alternative plan to the Engineer for review and approval prior to commencing the drill. H. Any soil borings required for the CONTRACTOR's detailed designs shall be included in the bid. The CONTRACTOR is fully responsible to obtain this information. CONTRACTOR shall be responsible for design and construction of the drill entrance and exit pits. Supports may be required to maintain safe working conditions, ensure stability of the pit, minimize loosening, and minimize soil deterioration and disturbance of the surrounding ground. J. CONTRACTOR shall be required to locate all utilities prior to start of excavation or drilling. All utilities crossed or approached within 48 inches in a lateral direction shall be exposed to verify location. In addition, visual verification shall be required that the drill, reamer, or product pipe has missed the utility as it passes. Damage to utilities shall be the responsibility of the CONTRACTOR. K. Immediately upon completion of work, all rubbish and debris shall be removed from the job site. All construction equipment and implements of service shall be removed and the entire area involved shall be left in a neat, clean, and acceptable condition. L. "Frac-outs" or"Blow holes" of drilling fluid to the surface shall be immediately reported to the ENGINEER and the OWNER's representative, and shall be cleaned up immediately and the surface area washed and returned to original condition. All drilling fluids, spoils, and separated material shall be disposed of in compliance with federal and local environmental regulations. Section 330523.13 COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 9 of 14 (,PO M. If, during boring, an obstruction is encountered which prevents completion of the bore in accordance with the design location and specification, and the product pipe is abandoned in place and taken out of service, the failed bore shall be filled with cement grout. The record drawings shall show the failed bore path along with the final bore path on the as-built plans. Should the HDD crossing be lost or damaged while the CONTRACTOR is engaged in the performance of the work, all such lost or damage to the hole shall be borne by the CONTRACTOR. Failure to complete the crossing or partially completed crossing by directional drilling or as approved by ENGINEER and OWNER will result in forfeiture of all payment. 3.2 EQUIPMENT A. Diesel, electrical, or air-powered equipment will be acceptable, subject to applicable federal and state regulations. B. Any method or equipment that the CONTRACTOR can demonstrate will produce the specified results will be considered. C. Employ equipment that will be capable of handling the various anticipated ground conditions. In addition, the equipment shall: 1. Be capable of minimizing loss of ground ahead of and around the machine and providing satisfactory support of the excavated face at all times. 2. Provide a system to indicate whether the amount of earth material removed is equivalent to that displaced by the advance of the machine such that the advance rate may be controlled accordingly. D. Provide adequate secondary containment for any and all portable storage tanks. E. Provide down-hole annular pressure monitoring equipment, including remote monitored electronic data recording package, such as PASON, or equal. 3.3 DIRECTIONAL DRILLING DATA A. Submit daily logs of construction location, progress and events, including observations on the following: 1. Drill thrust pressure. 2. Drill pullback pressure. 3. Annular pressure. Section 330523.13 COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 10 of 14 CP0 3.4 CONTROL OF THE TUNNEL LINE AND GRADE A. Construction Control. 1. Establish and be fully responsible for the accuracy of control for the construction of the pipeline to be installed, including structures, tunnel line and grade. 2. Establish control points sufficiently far from the tunnel operation so as not to be affected by construction operations. 3. Maintain daily records of alignment and grade and submit three copies of these records to the ENGINEER. However, the CONTRACTOR remains fully responsible for the accuracy of his work and the correction of it, as required. 4. Check, monitor, and record control for the bore alignment against an above ground undisturbed reference at least once each hour and at least once for each drill rod length interval. CONTRACTOR shall immediately report bore alignment location to ENGINEER after each control check. The location shall be reported based on the approved bore alignment, i.e. horizontal distance and direction from approved bore alignment and vertical distance and direction from approved bore alignment length from the entry or exit point along the bore path, and horizontal distance from the entry of exit point. 5. The pilot hole shall be drilled on bore path with no deviations greater than 10 percent of depth of the bore path as shown on the Drawings or approved CONTRACTOR submittal drawings. In the event that pilot hole deviates from bore path more than 10 percent of depth, CONTRACTOR shall notify ENGINEER and ENGINEER may require CONTRACTOR to pull-back and re-drill from the location along bore path before the deviation. The depth of the bore path is the vertical distance from the drill head to the surface of the earth, i.e. ground, pavement, water surface. Any deviations greater than 10 percent shall be reviewed by the ENGINEER. Excessive deviation may be grounds for rejection of the bore. All minimum vertical separations and clearances must be maintained regardless of the allowable drill path deviations. 6. Pilot hole shall be drilled on bore path with no deviations greater than 10 feet horizontally along the path of the drill. Excessive deviation may be grounds for rejection of the bore. Regardless of the tolerance achieved, right-of-way and easement restrictions shall take precedence over the listed tolerances. Listing of tolerances does not relieve CONTRACTOR from responsibility for safe operations or damage to adjacent utilities and structures. Section 330523.13 COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 11 of 14 010 7. Record survey of the pilot hole shall be submitted in State Plane Coordinate system using NAVD 1988 datum. 3.5 INSTALLATION OF TRACKING/LOCATING WIRE A. Install all facilities such that their location can be readily determined by electronic designation after installation. For non-conductive installations, attach a minimum of two (2) separate and continuous conductive tracking (tone wire) materials, either externally, internally or integral with the product. The ends of the tone wire shall be stubbed up through a one-inch (1") diameter SCH 80 PVC pipe which shall be installed in the concrete valve pad adjacent to the valve box on both sides of the directional drill. Use either a continuous green-sheathed solid conductor copper wire line (minimum #12 AWG for external placement or minimum #14 AWG for internal placement in the conduit/casing) or a coated conductive tape. Conductors must be located on opposite sides when installed externally. Connect any break in the conductor line before construction with an electrical clamp, or solder, and coat the connection with a rubber or plastic insulator to maintain the integrity of the connection from corrosion. Clamp connections must be made of brass or copper and of the butt end type with wires secured by compression. Soldered connections must be made by tight spiral winding of each wire around the other with a finished length minimum of three (3) inches overlap. Test conductors for continuity. Each conductor that passes must be identified as such by removing the last six (6) inches of the sheath. No deductions are allowed for failed tracking conductors. Conductor ends must be stubbed out through the PVC conduit at the isolation valve box at the terminus of the drill. 3.6 DEWATERING A. Where such effort is necessary, cost for groundwater control during the course of the directional drilling work shall be included in the unit contract price for the work. B. Dewatering required during the course of the project to lower water table, to remove standing water, surface drainage seepage, or to protect ongoing work against rising waters or floods shall be considered incidental to the work being performed. 3.7 DISPOSAL OF EXCESS MATERIAL A. Dispose of excess material, including, but not necessarily limited to, drill fluid, casing water, cuttings and pit spoil, off of the project site. B. Non-hazardous waste meeting the requirements of a Class III Waste shall be disposed of in a FDEP permitted Class III Landfill. Section 330523.13 COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 12 of 14 GPD C. Non-hazardous waste meeting the requirements of a Class I or II waste shall be disposed of in a FDEP permitted Class I or Class II landfill. 3.8 DOCUMENTATION REQUIREMENTS OF RECORD DRAWINGS A. Provide the ENGINEER a complete set of As-Built Plans showing all bores (successful and failed) within 30 calendar days of completing the work. Ensure that the plans are dimensionally correct copies of the Contract plans and include utility and/or topography plan and profile, cross-section, boring location and subsurface conditions as directed by the ENGINEER. As-Built Plans shall show appropriate elevations and be referenced to two permanent benchmarks as shown on the drawings, and in a State Plane grid system and NAVD 88 datum, as designated on the Contract plans. As-Built Plans shall be same scale in black ink on white paper, of the same size and weight as the Contract Drawings. Submittal of electronic plans data in addition to hard copy plans is required and shall be compatible with the industry standard CAD software. As-Built Plans shall be signed and sealed by a Professional Land Surveyor licensed in the State of Florida. Specific plans content requirements include but may not be limited to the following: 1. The Contract plan view showing the center line location of each facility installed, or installed and placed out of service, to an accuracy of 0.1 feet at the ends and other points physically observed in accordance with the bore path report. 2. As directed by the ENGINEER, provide a plan and profile for each bore path. Show the ground or pavement surface and center line elevation of each facility installed, or installed and placed out of service, to an accuracy of within 0.1 feet at the ends and other exposed locations. Each bore path shall be depicted on the Contract plans using the same datum as the Contract plans. 3. Show the top elevation, diameter and material type of all utilities encountered and physically observed during the subsoil investigation. For all other obstructions encountered during a subsoil investigation or the installation, show the type of material, horizontal and vertical location, top and lowest elevation observed, and note if the obstruction continues below the lowest point observed. 4. Include bore notes on each plan stating the final bore path diameter, product pipe diameter and type, drill entry and exit angles, and installed bore path radius for each pipeline installed by HDD. 3.9 CLEANING A. General. Directional drilling operation site cleaning shall meet the requirements of Section 017423 Cleaning. Section 330523.13 COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 13 of 14 p,0 G B. Spillage. Clean spillage, on adjacent streets, from construction operations on a daily basis, if spillage occurs. END OF SECTION Section 330523.13 COLLIER COUNTY HORIZONTAL DIRECTIONAL DRILLING TECHNICAL SPECIFICATIONS Page 14 of 14 0,0 SECTION 330523.16 JACKING, AUGERING AND MINING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Pipeline installation in casing pipe beneath highways, railroads and other structures may be installed by jacking and augering or by jacking and mining. B. Related Work Specified in Other Sections Includes: 1. Section 033100 — Concrete, Masonry, Mortar and Grout 2. Section 312316 — Excavation - Earth and Rock 3. Section 314000 — Shoring, Sheeting and Bracing 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. ASTM C 76 - Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe 2. ASTM A 139 - Specification for Electric-Fusion (Arc) -Welded Steel Pipe (NPS in 4 in. and Over) 3. OSHA PL-91-596 - Occupational Safety Health Act of 1970 Public Law 91-596 1.3 SUBMITTALS A. Provide all submittals, including the following, as specified in Division 1. 1. Working drawings of the jacking pipe, jacking frame, jacking head, reaction blocks, sheeting, including design calculations and the complete jacking installation. 2. Necessary permit applications and approvals by the appropriate authority. 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle all products and materials as specified in Division 1. Section 330523.16 COLLIER COUNTY JACKING, AUGERING AND MINING TECHNICAL SPECIFICATIONS Page 1 of 6 0 PART 2 PRODUCTS 2.1 MATERIALS A. General: Use the following for casing piping. 1. Spiral Weld or smooth wall steel pipe, meeting the requirements of ASTM A 139, Grade B. The minimum casing pipe size shall be determined by maintaining a minimum of a four inch (4") difference between the carrier pipe's largest outside diameter (including restraints) and the casing pipe's inside diameter. The wall thickness shall be a minimum of .25 inches for up to twenty inch casings, .312 inches for twenty-four to thirty-six inch casings, and .50 inches for forty-two inch and larger casings. For special design considerations, obtain approval from Collier County Utilities. B. Fill Material: Use fill material consisting of 1-1/4 pounds of Bentonite per gallon of water during jacking to fill any voids between pipe and the earth. PART 3 EXECUTION 3.1 INSTALLATION A. Casing Pipe: 1. Install all casing pipe in accordance with the manufacturer's recommendations and approved shop drawings and as specified in Division 1. 2. The provisions of this section shall represent the minimum standards for the installation of casing pipe for sewer force main or water main pipeline. 3. Install all sewer force mains and water mains in a casing to be placed under all present and future Collier County Department of Transportation & Engineering roadways. Conform steel casing procedures to the requirements of Collier County DOT. All work and materials shall be subject to inspection by DOT. Restore the Department's property and surface conditions to the original condition in keeping with the Department's specifications and standards. 4. In general, install all underground sewer force mains and water mains crossing all existing Collier County roadways, Florida State Highways and railroads within steel casing pipe extending at least five (5) feet beyond pavement edge. Obtain specific crossing requirements in advance from the authority having jurisdiction. 5. Submit the necessary permit documents and data to the appropriate authority and receive approval thereof. Maintain traffic on the roadway and Section 330523.16 COLLIER COUNTY JACKING, AUGERING AND MINING TECHNICAL SPECIFICATIONS Page 2 of 6 Gp,O keep all workmen and equipment clear of the travelway during the work. Comply with all Federal, State and County safety regulations and any permit(s). 6. Locate casing pipes crossing under State and County roadways at suitable approved alignments in order to eliminate possible conflict with existing or future utilities and structures with a minimum 36 inches depth of cover between the top of the casing pipe and the surface of the roadway. Conduct boring operations in such a manner as not to create hazardous conditions or impede traffic flow. 7. For casing pipe crossing under roadways, railroads, or other installations not within the jurisdiction of Collier County, comply with the regulations of said authority in regard to design, specifications and construction. State Highway casing installations shall be as specified in the FDOT, "Utility Accommodation Guide", and for railroads, the American Railway Engineering Association, Part 5, Section 5.2, "Specifications for Pipelines Conveying Nonflammable Substances", shall be applicable. However, in no case shall the minimum casing pipe diameter and wall thickness, for a specific carrier pipe size, be less than that specified above. 8. Use a simultaneous and continuous installation of any dry boring and jacking operation until the casing pipe is in final position. Maintain correct line and grade. Use full-ring welded add-on sections of casing pipe, developing water-tight total pipe strength joints. Use pipe lengths of at least 18 feet. Casing welders shall be certified welders. A copy of the certification shall be obtained by the Engineer of Record and given to the County Manager or designee prior to the welding procedure. Produce no upheaval, settlement, voids, cracking, movement or distortion of the existing roadbed or other facilities during the casing installation. Fill any voids with 1:3 portland cement grout at sufficient pressure for roadway protection. Following placement of the carrier pipe within the steel casing, install masonry plugs at each open end. Plugs shall be suitable for restraining the external earth load, while allowing internal drainage. 9. Mechanically bore casing pipe holes through the soil by a cutting head on a continuous auger mounted inside the pipe. Extend the auger a maximum of 2 inches beyond the end of the casing pipe to preclude formation of voids outside the pipe shell. Auger should not be of a greater diameter than the outside diameter of the encasement. 10. Adequately protect the casing pipe to prevent crushing or other damage under jacking pressures. Provide backstops for adequately distributing the jack thrust without causing deformation of the soil or other damage. Replace damaged casing pipe if not installed; however, if installed, abandon encasement pipe in place, suitably plug, and install an alternate installation, as directed by the County Manager or designee. Section 330523.16 COLLIER COUNTY JACKING, AUGERING AND MINING TECHNICAL SPECIFICATIONS Page 3 of 6 Gp,O 11. In the event of obstruction, withdraw auger, cut and cap excess pipe and fill void with 1:3 portland cement grout under sufficient pressure 12. Excavate and maintain required boring or jacking pits or shafts to the minimum dimension. Adequately barricade, sheet, brace and dewater excavation as required. 13. Deviation from approved jack and bore methods and above specifications is grounds for work stoppage and line replacement at the expense of the CONTRACTOR. B. Casing Spacers: Use Stainless Steel Casing Spacers (see County Approved Product List, Appendix F) being on center and restrained as the preferred method for installing the carrier pipe. Use skids installed with 6 ft to 10 ft spacing as recommended by the manufacturer. After the carrier pipe has been tested for leakage, block the casing ends with either an 8" wall of brick masonry with a weep hole installed near the bottom of each wall or casing spacer end seals (see County Approved Product List, Appendix F) with stainless steel bands. C. Augering: Conduct augering with the proper equipment and procedure such that the carrier pipe and the casing pipe can be installed to the grades specified without disturbing the adjacent earth. Submit all equipment and procedures for prior approval. D. Hand Mining: Conduct hand mining only in casings that are sufficiently large enough to permit such operation. Provide adequate fresh air supply within the casing pipe and conduct all operations in accordance with the requirements of the U.S. Department of Labor Safety and Health Regulations for Construction promulgated under the Occupational Safety and Health Act 7 1970 (PL-91-596). E. Jacking Pit: Make the jacking pit of adequate length to provide room for the jacking frame, the jacking head, the reaction blocks, the jacks, auger rig, and the jacking pipe. Make the pit sufficiently wide to allow ample working space on each side of the jacking frame. Make the depth of the pit such that the invert of the pipe, when placed on the guide frame, is at the elevation desired for the completed line. Provide excavation in conformance with Section 312316. F. Sheeting: Sheet the jacking pit tightly and keep it dry at all times. Conform sheeting to Section 314000. Have complete design calculation for sheeting the jacking pit sealed and submitted by a Professional Engineer registered in the State of Florida. G. Jacking Frame: Use a jacking frame that applies a uniform pressure over the entire pipe wall area of the pipe to be jacked. Section 330523.16 COLLIER COUNTY JACKING, AUGERING AND MINING TECHNICAL SPECIFICATIONS Page 4 of 6 H. Reaction Blocks: Use reaction blocks designed to carry the thrust of the jacks to the soil without excessive soil deflection and in such a manner as to avoid any disturbance of adjacent structures or utilities. I. Operation: Use hydraulic jacks in the jacking operation. Use extreme care to hold the pipe to exact line and grade. Advance the excavation at the heading manually or with an auger. Do not allow the advance to exceed one foot ahead of the casing pipe. Make every effort to avoid loss of earth outside the casing. J. Safety Railing: Provide a safety railing all around the top of the pit at all times. K. Restore property and surface conditions to the original condition in accordance with Collier County DOT specifications and standards. L. Carrier Pipe: Utilize joint restrained pipe for the entire water main or force main pipe length inside the casing. Use special supporting of the carrier pipe within the casing with a design approved by the County Manager or designee. END OF SECTION Section 330523.16 COLLIER COUNTY JACKING, AUGERING AND MINING TECHNICAL SPECIFICATIONS Page 5 of 6 GP0 NO TEXT FOR THIS PAGE Section 330523.16 COLLIER COUNTY JACKING, AUGERING AND MINING TECHNICAL SPECIFICATIONS Page 6 of 6 GPO SECTION 331200 WATER VALVES AND APPURTENANCES PART 1 GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment, and incidentals required and install complete and ready for operation all valves and appurtenances as shown on the Drawings and as specified herein. 1.2 REFERENCES A. Codes, specifications, and standards referred to by number or title form a part of this Section to the extent required by the references to codes, specifications, and standards. Latest revisions, as of the date of bid opening, apply, unless otherwise noted on the Drawings or specified in this Section. B. Standards Designation Title ANSI/AWWA Rubber-Gasket Joints for Ductile-Iron and C111/A21.11 Gray-Iron Pressure Pipe and Fittings ANSI/AWWA Gate Valves C500 ANSI/AWWA Resilient-Seated Gate Valves 3 through 12 NPS, C509 for Water and Sewage Systems ANSI/AWWA Air Release, Air/Vacuum, and Combination Air Valves for C512 Waterworks Service ANSI/B16.1 Cast Iron Pipe Flanges and Flanged Fittings, Class 125 ANSI/B16.3 Malleable Iron Threaded Fittings, Class 150 and 300 ANSI/B16.5 Pipe Flanges and Flanged Fittings, Steel Nickel Alloy and Other Special Alloys ASTM A276 Specification for Stainless and Heat-Resisting Steel Bars and Shapes ASTM A231 Specification for Steel Casting, Austenitic, for High-Temperature Service Section 331200 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 1 of 10 Gp0 ASTM A743 Specification for Castings, Iron-Chromium, Iron-Chromium-Nickel, and Nickel-Base Corrosion-Resistant for General Application MSS SP-60 Connecting Flange Joint Between Tapping Sleeves and Tapping Valves 1.3 DEFINITIONS A. References to valve sizes on the Drawings and in the Specifications are intended to be nominal size, and shall be interpreted as nominal size. 1.4 SUBMITTALS A. General: as specified in: 1. General Conditions; 2. Supplementary General Conditions; 1.5 QUALITY ASSURANCE A. Testing: Test valves as specified in this Section. PART 2 PRODUCTS 2.1 GENERAL: A. All valves and appurtenances shall be of the size shown on the Drawings and if possible all equipment of the same type shall be from one manufacturer. B. All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters on the body. C. All stainless steel components and hardware shall be a minimum of Type 304, unless otherwise specified. 2.2 MANUFACTURERS (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F). 2.3 DESIGN A. Resilient, Wedge or Gate Valves and Boxes 1. Valves for pipe less than 2 inches in diameter shall conform to the requirements of AWWA C509 (latest revisions) and shall be cast iron, single wedge, non-rising stem, screwed bonnet, 125 pounds S.P., 200 pounds W.O.G with stuffing box repackable under pressure and all parts renewable. Section 331200 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 2 of 10 p 0 G Ends shall be as shown or indicated on the drawings. For approved air release line valves, bacterial sampling station line valves, curb stops, corporation stops, and ball valves see County Approved Product List, Appendix F. 2. Resilient, wedge or gate valves 2 inches in diameter and larger shall be ductile iron body, non-rising stem, bronze mounted gate valves, mechanical joint conforming to requirements of the AWWA C515 and shall be provided with a 2 inch square operating nut with the word "open" and an arrow cast in the metal to indicate direction. Valves shall be vertical resilient, wedge, or gate type and shall turn to the left (counter clockwise) to open. The wedge or gate shall be ductile iron per ASTM A536, minimum 65,000-psi strength and, completely encapsulated with urethane rubber, permanently bonded to the wedge or gate to meet ASTM test for rubber metal bond, ASTM D429. The valve stems for non-rising stem assemblies shall be cast bronze with integral collars in full compliance with AWWA. OS & Y stems shall be on bronze bar stock. The NRS stem stuffing box shall be the 0-ring seal type with two rings located above thrust collar; the two rings shall be replaceable with valve fully open and subjected to full rated working pressure. The minimum safe working pressure shall be 200 psi. All valves thirty inches (30") or larger shall have a concrete slab placed under the valve to help distribute the total weight of the valve and reduce line sagging. The concrete slab shall have 6"x6" 10/10 welded wire mesh, have lifting eyes, constructed using 3,000 psi concrete, be six inches (6") thick, and sized according to the following table: Valve Size Length Width 30" 42" 30" 36" 48" 36" 42" 54" 42" 48" — 54" 60" 48" 60" — 66" 78" 60" 3. There shall be two low torque thrust bearings located above and below the stem collar. The stem nut shall be independent of wedge and shall be made of solid bronze. There shall be a smooth unobstructed waterway free of all pockets, cavities and depressions in the seat area. The body and bonnet shall be coated with fusion-bonded epoxy both interior and exterior. Each valve shall have the manufacturers name, pressure rating and year manufactured cast on body. The valve shall be designed and tested to be opened and closed under a differential pressure of at least twice the working pressure. B. Valves for Buried Service 1. Valves for buried service shall meet all the requirements as specified herein but shall have mechanical joint ends and stainless steel cover bolts. Section 331200 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 3 of 10 GPO 2. All buried valves shall have cast-iron two-piece valve boxes (see County Approved Product List, Appendix F). Valve boxes shall be provided with suitable heavy bonnets to extend to such elevation at the finished grade surface as directed by the ENGINEER. The barrel shall be two-piece, screw type. The upper section shall have a flange at the bottom having sufficient bearing area to prevent settling, shall be designed so as to prevent the transmission of surface loads directly to the valve or piping, and shall be complete with cast iron covers. Covers shall have "WATER" cast into the top. The covers shall be so constructed as to prevent tipping or rattling. All valve boxes located in paved roadways or sidewalks shall have locking covers. 3. Where valves are located out of pavement, the boxes shall be adjusted to finished grade with a concrete collar as shown in the Details. 4. Valve boxes shall be of the heavy duty, traffic bearing cast iron, adjustable screw type with a drop cover. The valve box assembly shall consist of a bottom section, top section and cover which is cast from gray iron, formulated to ASTM specification A-48 latest revision, minimum tensile of 21,000 psi and shall be free from blowholes, shrinkage or other imperfections not true to pattern. The shaft size shall be 5 1/4" and the adjustable length shall be from 18" to 36". The wall thickness shall be 1/4". The weight of the assembly shall be 61 pounds ± 2 pounds, with the cover weight being a minimum of 13 pounds. 5. The name of the manufacturer and foundry of origin shall be cast into each of the components of the assembly in legible form. The assembly shall be suitable for highway traffic wheel loads of 16,000 pounds and shall withstand a proof load test of 25,000 pounds without failure or permanent deflection. C. Check Valves 1. All check valve bodies shall be cast iron per ASTM A126 Class B, having integral (not wafer) flanges. 2. The seat shall be centrifugally cast bronze with an 0-ring seal and be locked in place with stainless steel lock screws and be field replaceable, without the use of special tools. 3. Swing check valves shall have a shaft of single and continuous stainless steel, extending both sides of the body with a lever and weight. The air cushion cylinder, when specifically required, shall be constructed of corrosion resistant material and the piston shall be totally enclosed within the cylinder and not open at one end. The air cushion cylinder assembly shall be externally attached to either or both sides of the valve body and shall permit adjustability to cushion the closure of the valve. Cushioning shall be by air trapped in the cushion cylinder, which shall be fitted with a one-way adjustable control check valve to cushion disc contact to the seat at Section 331200 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 4 of 10 GpO the shut-off point. The bottom cylinder head shall be swivel mounted and not rigid to follow the change of force angles as the lever raises or lowers to open or close the check valve. Valve shall prevent backflow on normal pump shut off or power failure, at zero velocity and be watertight. The disc shall be cast iron utilizing a double clevice hinge connected to a ductile iron disc arm. The disc arm assembly shall be suspended from a stainless steel shaft, which passes through a seal retainer on both sides of the valve body. 4. Rubber flapper swing valves shall have a heavily constructed cast iron body and cover. The body shall be long pattern design (not wafer) with integrally cast-on end flanges. The flapper shall be Buna-N having an 0-ring seating edge and be internally reinforced with steel. Flapper shall be captured between the body and the body cover in a manner to permit the flapper to flex from closed to full open position. Flapper shall be easily removed without the need to remove the valve from line. The check valves shall have full pipe size flow area. Seating surface to be on a 45° angle requiring the flapper to travel only 35° from closed to full open position for minimum head loss. Valve has non-slam closure characteristics. Flapper shall create an elastic spring effect to assist the flapper to close against a slight head to prevent or minimize slamming. Valve shall be designed for 175 psi working pressure for water. The valve shall be suitable for buried service. 5. Valve exterior to be painted with Red Oxide Phenolic Primer Paint as accepted by the FDA for use in contact with Potable Water. Materials shall be certified to the following ASTM specifications: a. Body, cover & disc - Cast Iron -ASTM A126, Class B b. Disc Arm - Ductile Iron -ASTM A536 c. Seat -Aluminum Bronze or Stainless Steel -ASTM B148, ASTM A276 d. Disc Seat - Buna-N or metal e. Cushion cylinder - Corrosion-resistant Commercial material D. Backflow Prevention Devices 1. Backflow prevention devices shall be reduced pressure principle assemblies and shall be USC approved, and shall meet all requirements of the Collier County Cross-Connection Control/Backflow Prevention Ordinance, as then amended. Refer to Section 3, Utility Detail Drawings. E. Combination Air Release Valves for Potable Water and Non-Potable Irrigation Systems 1. Air release valves shall exhaust large quantities of air during the filling of a pipeline or vessel. The valve shall be capable of venting air up to sonic Section 331200 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 5 of 10 0,0 velocity without blowing shut; closing only after all the air has been vented. The valve shall continue to release small quantities of air under pressure as often as needed to keep the system free of accumulated air. The valve shall automatically open to allow air to re-enter during draining or whenever a negative pressure occurs. 2. Combination air valves shall be of the size shown on the plans and conform to the requirements of AWWA C512 and be of the "Kinetic" design capable of exhausting air at up to sonic velocity without blowing shut. 3. Body and cover shall be ASTM A126 Class B cast iron with stainless steel floats and replaceable seats of Buna-N or other suitable material. Internal linkage mechanism shall be 18-8 stainless steel. Plastic or bronze components are not acceptable. Air release orifice shall be suitable for 300 PSI maximum working pressure. Screens shall be installed on the opening of all air release valves. 4. Valves 3-inch size and smaller shall have a threaded inlet connection, and larger valves shall have a flanged inlet faced and drilled per ANSI B16.1 Class 250. 5. Valves shall have a threaded outlet on valves to 4-inch size and a protective cowl on larger sizes. 6. 1 inch NPT inlet and outlet shall be provided, unless otherwise specified on the drawings. 7. Connections from corporation stops to air release valves shall be brass for rigidity. F. Tapping Valves and Sleeves 1. All tapping sleeve and valve assemblies shall meet the requirements of AWWA Standard C500, latest revision. Cast iron tapping sleeves or stainless steel wrap-around sleeves, and cast iron valves shall be used to make live taps into the existing water mains where shown on the drawings. Flanges must conform to AWWA C207 Class D ANSI 150# drilling. Mechanical Joint (MJ) tapping sleeves are also acceptable. All bolts and nuts shall be stainless steel. 2. CONTRACTOR shall verify type of existing main prior to ordering. The tapping valve shall have an inlet flange to match the sleeve and a mechanical joint outlet for connection to water main pipe. Tapping valve shall meet the requirements for gate valves specified herein. The sleeve shall have provisions for a tap and shall be pressure tested at 150 psi for a minimum of 30 minutes prior to tapping. G. Service Connection Materials Section 331200 COLLIER COUNTY WATER VALVES AND APPURTENANCES 01\0 TECHNICAL SPECIFICATIONS Page 6 of 10 1. Service Saddles (see County Approved Product List, Appendix F) a. Service saddles or fittings shall be used with taps to all types of pipe. Gasket shall be cemented in place and confined in a retaining groove. Saddles shall be cast iron saddles with double brass straps. b. Tapping sleeves and valves shall be used for all taps. 2. Water Meters a. Potable Water Meters: Potable water meters provided for service connections to the COUNTY water distribution system shall be designed to accept an encoder compatible with the COUNTY Automatic Meter Reading (AMR) system. The COUNTY will install the meter and the AMR encoder unit on 2" and smaller meters. AMRs 3" and larger shall be turned over to the technician doing the full bore flush. All potable water meters larger than 2" shall be installed above ground. These meters shall be equipped with a backflow preventer and installed by the CONTRACTOR at his expense, including the AMR encoder unit. The type of backflow device utilized for potable lines shall be on the Water Department approved list of backflow preventers, Appendix G. All potable water meters 3" or greater shall be purchased by the owner and installed by the CONTRACTOR. The master meter assemblies shall be built in accordance with the design details in Section 3 — Utilities Detail Drawings. The location of all meters shall be clearly shown on the construction plans. b. Non-Potable Irrigation Water Meters: Non-potable water meters provided for service connections to the COUNTY non-potable reclaimed distribution system shall be designed to accept an encoder compatible with the COUNTY Automatic Meter Reading (AMR) system. The COUNTY will install the meter and the AMR encoder unit on 2" and smaller meters. All non-potable water meters 3" or greater shall be purchased by the owner and installed by the CONTRACTOR. The master meter assemblies shall be built in accordance with the design details in Section 3 — Utilities Detail Drawings. The location of all meters shall be clearly shown on the construction plans. 3. Corporation Stops for Service Connections a. Corporation stops (see County Approved Product List, Appendix F) shall meet the requirements of AWWA C800; ends AWWA thread x compression, CTS. 4. Water Service Tubing Section 331200 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 7 of 10 0,0 a. Water service connection tubing shall be blue polyethylene municipal service tubing as shown on Utility Detail Drawing W-12. b. Polyethylene tubing shall meet the requirements of AWWA Standard C901. Polyethylene tubing shall be 3406 polyethylene. 5. Polyethylene Service Tube Stiffeners a. A solid ring, stainless steel insert shall be installed with each and every compression connection made with polyethylene tubing. PART 3 EXECUTION 3.1 INSTALLATION A. Install all valves and appurtenances in accordance with manufacturer's instructions and in the locations shown, true to alignment and rigidly supported. Repair any damage to the above items to the satisfaction of the ENGINEER before they are installed. B. After installation, test all valves and appurtenances for at least one hour at the working pressure corresponding to the class of pipe, unless a different test pressure is specified. If any joint proves to be defective, repair it to the satisfaction of the ENGINEER. C. Install all floor boxes, brackets, extension rods, guides, the various types of operators and appurtenances as shown on the Drawings that are in masonry floors or walls, and install concrete inserts for hangers and supports as soon as forms are erected and before concrete is poured. Before setting these items, check all plans and figures, which have a direct bearing on their location and assure the proper location of these valves and appurtenances during the construction of the structures. D. Flanged joints shall be made with stainless steel bolts. E. Buried mechanical joints shall be made with COR-TEN bolts. F. Prior to assembly of split couplings, thoroughly clean the grooves as well as other parts. The ends of the pipes and outside of the gaskets shall be moderately coated with petroleum jelly, cup grease, soft soap or graphite paste, and the gasket shall be slipped over one pipe end. After the other pipe has been brought to the correct position, center the gasket properly over the pipe ends with the lips against the pipes. The housing sections then shall be placed. After the bolts have been inserted, tighten the nuts until the housing sections are firmly in contact, metal-to-metal, without excessive bolt tension. G. Prior to the installation of sleeve-type couplings, thoroughly clean the pipe ends for a distance of 8". Soapy water may be used as a gasket lubricant. A follower Section 331200 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 8 of 10 GP° and gasket, in that order, shall be slipped over each pipe to a distance of about 6" from the end, and the middle ring shall be placed on the already laid pipe end until it is properly centered over the joint. Insert the other pipe end into the middle ring and bring to proper position in relation to the pipe already laid. The gaskets and followers shall then be pressed evenly and firmly into the middle ring flaires. After the bolts have been inserted and all nuts have been made up finger-tight, uniformly tighten diametrically opposite nuts progressively all around the joint, preferably by use of a torque wrench of the appropriate size and torque for the bolts. H. Carefully inspect each valve, open it wide and then tightly close it and test the various nuts and bolts for tightness. Special care shall be taken to prevent any foreign matter from becoming lodged in the valve seat. Gate valves, unless shown otherwise, shall be set with their stems vertically above the centerline of the pipe. Remove and replace any valve that does not operate correctly. Carefully center valve boxes over the operating nuts of the valves so as to permit a valve wrench or key to be fitted easily to the operating nut. Valve boxes shall be set to conform to the level of the finished surface and held in position by a ring of concrete placed under the support flange as shown in Section 3, Utility Detail Drawings. The valve box shall not transmit surface loads to the pipe or valve. Exercise care to prevent earth and other material from entering the valve box. Any valve box which is out of alignment or whose top does not conform to the finished ground surface shall be dug and reset. Before final acceptance of the work, adjust all valve boxes to finish grade. Valve extension stems or risers shall not be used. 3.2 AIR RELEASE VALVE INSTALLATION A. Prior to pressure testing a pipeline, all air release valve assemblies on that pipeline shall be installed. 3.3 SHOP PAINTING A. Ferrous surfaces of valves and appurtenances shall receive a coating of epoxy in accordance with AWWA Standard C550 and meets or exceeds all test requirements including the Food and Drug Administration Document Title 21 of the Federal Regulations on Food Additives, Section 175.000 entitled "Resinous and Polymeric Coating"; Impact Test Requirement in accordance with the ASTM D2794. END OF SECTION Section 331200 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 9 of 10 GPO NO TEXT FOR THIS PAGE Section 331200 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 10 of 10 Gp.O SECTION 331619 HYDRANTS PART 1 GENERAL 1.1 DESCRIPTION OF REQUIREMENTS A. Furnish and install fire hydrants where shown on the Drawings or directed by the ENGINEER. 1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 033100 — Concrete for Non-Plant Work B. Section 331200 —Water Valves and Appurtenances 1.3 QUALITY ASSURANCE A. Install hydrants to meet current requirements of Collier County Utilities. B. Provide manufacturer's certificate those products meet or exceed minimum requirements as specified. 1.4 SUBMITTALS A. Submit manufacturer's certificates on conformance. B. Shop Drawings: Submit manufacturer's drawings and data sheets for material to be supplied under this Section. Indicate sizes and types to be installed. 1.5 PRODUCT DELIVERY, STORAGE AND HANDLING A. During loading, transportation and unloading, exercise care to prevent damage to materials. B. Handling: Fire hydrants should be unloaded carefully. The hydrant should be carefully lowered from the truck to the ground, not dropped. Only hoists and slings with adequate load capacity to handle the weight of the hydrant shall be used. C. Storage: Hydrants should be stored in the fully closed position to prevent entry of foreign material that could cause damage to the seating surfaces. Whenever practical, hydrants should be stored indoors. If outside storage is required, means should be provided to protect the operating mechanism. In outside storage, parts and flanges should be protected from the weather and foreign materials. Section 331619 COLLIER COUNTY HYDRANTS TECHNICAL SPECIFICATIONS Page 1 of 4 00 PART 2 PRODUCTS 2.1 FIRE HYDRANTS A. Fire hydrants shall be of the dry barrel, compression type conforming to AVWVA C502 "Standard for Dry-Barrel Fire Hydrants" and additional requirements as set forth herein. B. Hydrant shall have break away upper sections capable of ready replacement without loss in the event of traffic damage. Each hydrant shall have a 6" bottom inlet connection and valve opening at least 5-1/4 inches in diameter. Hydrants shall have a national standard pentagon 1.5 inch, point to flat operating nut and turn to the left (counter clockwise) to open. Each hydrant shall be fitted with one 4- 1/2-inch pumper connection and two 2-1/2 inch hose connections, both having threads that conform to the Fire Division Standard for the area. Hose caps shall be chained (unless specified without by appropriate fire control district) to the hydrant barrel and fitted with nuts similar to the hydrant operating nuts. Each hydrant shall have a barrel of sufficient length to bring the bottom of the 6" pipe connection 3 feet below the surface of the finished ground. Each hydrant shall have breakaway flanges and be made in at least two sections bolted together. All interior working parts of the hydrant shall be removable from the top of the hydrant to allow repairs without removing the hydrant barrel after it has been installed. Hydrants shall have renewable 0-ring stem seals. Hydrant barrels shall be painted AWWA Safety Yellow (lead free) or as specified by appropriate fire control district. They shall be designed for a working pressure of 150 psi. C. Hydrant shall have no drain ports. If ports exist, they shall be plugged with a threaded plug. D. Operating stem shall be equipped with anti-friction thrust bearing to reduce operating torque and assure easy opening. Stops shall be provided to limit stem travel. Stem threads shall be enclosed in a permanently sealed lubricant reservoir with 0-ring seals. E. Hydrants shall be designated for 150 psi working pressure and shop tested to 300 psi pressure with main valve both opened and closed. Under test the valve shall not leak, the automatic drain shall function and there shall be no leakage into the bonnet. F. Hydrants shall be of the years manufacture when construction commenced. G. Acceptable models, see Appendix F, County Approved Product List. Section 331619 COLLIER COUNTY HYDRANTS TECHNICAL SPECIFICATIONS Page 2 of 4 c,P° PART 3 EXECUTION 3.1 INSTALLATION A. Set hydrants plumb and in true alignment with mains. Utilize restrained joints as shown in the Collier County Standard Details. Carefully backfill around hydrants so as not to disturb the hydrant and thoroughly compact backfill so as to support the hydrant securely. The hydrants shall have 18-inch clearance measured from finish grade to the center of pumper connection. B. Hydrants shall be located a minimum of 4 feet from the curb in urban areas, and a minimum of 14 feet from the edge of pavement in rural areas, and in accordance with local Fire Department requirements. A gate valve shall be provided at the connection to the main as shown in the Standard Details. C. Hydrants requiring a lead to cross a roadway shall have a valve on both sides of the road. The valve nearest the hydrant must be within 20 feet of the hydrant. This requirement is not applicable to privately owned and operated water distribution systems. END OF SECTION Section 331619 COLLIER COUNTY HYDRANTS TECHNICAL SPECIFICATIONS Page 3 of 4 Op,O NO TEXT FOR THIS PAGE Section 331619 COLLIER COUNTY HYDRANTS TECHNICAL SPECIFICATIONS Page 4 of 4 GPO SECTION 333200 PUMP STATIONS PART 1 GENERAL 1.1 SCOPE OF WORK A. This section includes the following items: wet wells, access covers, pumps, wet well equipment, valves, emergency bypasses, pump control panels, pump controller, antenna subsystem, disconnects, electric meters, electric service, pump wiring, lightning arrestors, and odor control systems. B. Conform all pump stations to the specifications, Utilities Detail Drawings, and latest National Electrical Code (NEC) requirements. C. When a pump station has a peak design flow coming into the station greater than 500 gpm, contact Public Utilities Planning and Project Management Department for specifications. D. For systems eligible to be taken over by the COUNTY, provide enough room to operate and maintain all water and wastewater systems in a simple and non- awkward manner. If a pump station pump needs to be replaced, provide enough room for the COUNTY to readily remove the pump, and to do so without interfering with traffic. To be eligible for conveyance to the COUNTY, the pump station easement area must be designed to 30'X30', or twice the depth of the wet well by twice the depth of the wet well, whichever is larger, as defined in the Collier County Standards and Procedures Ordinance, Subsection 7.7(c), as amended or superseded. E. Schedule required COUNTY inspections of (1) pump station installation prior to cover-up and (2) pump station start-up. F. Install all fencing around the pump station in accordance with Section 323113. PART 2 EQUIPMENT 2.1 MATERIALS A. All stainless steel components and hardware shall be a minimum of Type 304, unless otherwise specified. B. Wet Well: The concrete structure shall consist of precast, reinforced sections conforming to ASTM C76 and/or ASTM C478. 8-foot diameter wet wells shall have a minimum wall thickness of 8 inches. Wall thickness for larger wet wells shall conform to ASTM standards for wall thickness, but shall not be less than 8 Section 333200 COLLIER COUNTY PUMP STATIONS GPO TECHNICAL SPECIFICATIONS Page 1 of 6 inches in any case. The minimum inside diameter for all wet wells eligible to be owned and maintained by Collier County shall be 8 feet. As a deviation, a 6-foot diameter wet well can be utilized if the ENGINEER can demonstrate that the wet well is sufficient hydraulically and the developer can demonstrate that the pump station shall be used for the perpetual and exclusive use of that development. For pump stations that will not be owned and maintained by Collier County, the ENGINEER shall set the design specifications for the wet well, provided such design does not in any way endanger the health, safety and/or welfare of the public. Base riser section shall be monolithically cast with the base slab. All concrete shall utilize Type 2 cement and have a minimum compressive strength of 4000 psi at 28 days. On new construction, if more than one hole is abandoned and required to be cemented in, provide a new wet well barrel section. Reinforcing steel for all wet well structures should be sized by the unit manufacturer and verified by the ENGINEER. All connections to the wet well for gravity sewer piping shall be equal to those for manholes as described in Section 333913. Factory double coat all exterior surfaces with an acceptable bituminous or epoxy sealer a minimum of 18 mils thick. Seal all riser joints utilizing plastic joint sealing compound (see County Approved Product List, Appendix F). Reinforcement and top slab thickness shall be specified by the design ENGINEER for H-20 loadings in all cases. Minimum reinforced slab thickness shall be 8 inches. Typical standards for wet wells are available in the Collier County Standard Details. The ENGINEER shall be responsible for designing all wet well structures to overcome buoyancy forces exerted on the installed structure. Coat all wet well interiors with an acceptable field applied internal protection (see County Approved Product List, Appendix F) in accordance with Section 099723. C. Above-Ground Valves and Piping: Above-ground valves and piping must be positioned so that it does not lie above any gravity sewer line entering the wet well, unless field conditions dictate otherwise and the COUNTY has granted prior approval. Typical above-ground valves and piping standards are shown in the Collier County Standard Details. All valve and flange bolting shall be Type 316 stainless steel. D. Pumps: Sewage pumps (see County Approved Product List, Appendix F) shall be of the submersible type suitable for operation in sewage of temperature not exceeding 115 degrees Fahrenheit. Pump head curves and design specifications for each application proposed shall be submitted for review and approval within the ENGINEER's hydraulic design report. All pumps shall be three-phase unless approved by a Utility Deviation Form. At least one (1) pump in each wet well shall be equipped with an opening in the volute with a bolted cover for a mix-flush system (see County Approved Product List, Appendix F). E. Access Covers: Access covers for pump station wet wells shall be above the 100- year flood elevation unless the structure is located within a documented velocity and tidal flood zone, and elevation differentials prohibit such installation. In such cases, watertight access covers shall be utilized. The ENGINEER shall provide shop drawings of such access covers for review and approval by THE County Manager or designee prior to use. Access covers shall be constructed of diamond Section 333200 COLLIER COUNTY PUMP STATIONS Gp.0 TECHNICAL SPECIFICATIONS Page 2 of 6 plate aluminum sheets and aluminum structural members. All access covers shall be attached to aluminum angle frames with stainless steel hinges and fasteners. Angle frames shall be firmly anchored into the top concrete slab of the structure. All access covers shall be equipped with a ratchet-type restraint mechanism to prevent accidental closing of the cover and torsion bar or spring assist type openers. Assist openers shall be manufactured of stainless steel. Access covers shall be designed for H-20 loadings. F. Wet Well Equipment: All pump discharge piping shall be HDPE pipe and shall be in conformance with pipe utilized for wastewater force mains. All fittings shall be HDPE fused, flange/flange, or Uni-Flange connections. All nuts, bolts, fasteners, brackets, pump guide rails and other hardware located inside the wet well shall be 316 stainless steel. A pump out with a screened vent shall be provided on all installations, with the pipe extended through the wet well lid (see details). Electrical systems and components (e.g. motors, lights, cables, conduits, switch boxes, control circuits, etc.) in raw wastewater wetwells, or in enclosed or partially enclosed spaces where hazardous concentrations of flammable gases or vapors may be present shall comply with the National Electrical Code (NEC) requirements for Class I Group D, Division 1 locations. Electrical equipment located in wet wells shall be suitable for use under corrosive conditions. G. Valves: Discharge piping for each pump shall be equipped with a weighted check valve and plug valve. A tee with an isolation plug valve, equipped with a quick coupling (see County Approved Product List, Appendix F), shall be provided for a means of emergency bypass access to the wastewater force main. Valves shall be supported by stainless steel pipe supports. H. Emergency Bypass: A 4-inch emergency bypass connection shall be provided down-stream from the in-line discharge piping valves. The connection shall be readily accessible and be equipped with a plug-type isolation valve and 4-inch male camlock type quick coupling and cap. Pump Control Panel (see County Approved Product List, Appendix F): Panel enclosure construction shall be equal to a NEMA 4X stainless steel with 3-point latch where required and utilize stainless steel. When possible, panel door shall open away from wetwell and not towards wetwell hatch to ensure safety during maintenance of wetwell and panel. To ensure proper installation of control panel, contact the Wastewater Division prior to rough-in or installation of control panel, for a pre-construction meeting with respective Wastewater Collections personnel. Control panels shall be mounted on two 6-inch by 6-inch precast concrete posts. All mounting bars, nuts, bolts, etc. shall be stainless steel. A 110/120-volt (110V) receptacle shall be provided inside the control panel for pump stations that have outdoor control panels. Ground fault interruption (GFI) protection shall be provided for all outdoor outlets. J. Pump Controller: Provide a pump control panel (see County Approved Product List, Appendix F) including a telemetry control unit (TCU) for pump controlling purposes. At a minimum, the TCU shall include an integrated 2-Watt digital radio, Section 333200 COLLIER COUNTY PUMP STATIONS C,p.O TECHNICAL SPECIFICATIONS Page 3 of 6 an 18-amp-hour back-up battery, a manufacturer's prefabricated wire harness, all manufacturer recommended surge protection, and suitable devices for measuring wastewater flow. The TCU shall incorporate three on-board fail-safe HOA switches and Triplex/Duplex/Simplex configurable operation mode. An on-board 240 or 460 VAC three-phase monitor shall be provided. The Alarm light and bell shall be activated by the TCU and the external push-button alarm silence switch shall be wired into the TCU. The TCU shall incorporate an on-board 4- by 20- character LCD display for elapsed runtime of each pump. During the automatic sequence, the pumps shall be controlled in an alternate mode. K. Antenna Subsystem: Provide a high gain antenna (see County Approved Product List, Appendix F) for use to transmit and receive TCU data to and from the COUNTY's existing SCADA server. Antenna shall utilize all welded-aluminum elements. Element connections utilizing nuts and bolts are not acceptable. Antenna shall have a single radiator element connected to a type N female connector. Antenna shall be supported on a mast/pole and have DC grounding for lightning protection. Antenna mounting hardware shall be made of stainless steel. Antenna shall meet or exceed the quality, reliability and performance of the RTA series as provided by Data Flow Systems, Inc. Antenna mast/pole shall be a 21foot by 1.25 inch SCH80 galvanized pole. Mounting of the antenna mast/pole shall be in accordance with all applicable local and state building codes as they pertain to structural strength and wind velocity requirements. Tower shall meet or exceed the quality and reliability of the 25G manufactured by Rohn. Coaxial cable shall be RTC 400 as supplied by Data Flow Systems, Inc. Type N connectors shall be utilized at both ends of the coax. Type N connectors shall be sealed with 3-inch sections of Alpha FIT321-1-0 sealant shrink tubing. Coaxial cable shall be secured to the mast/pole with E.V.A.-coated 316 stainless steel cable ties. Cable ties shall meet or exceed the quality, reliability and performance of AE112 cable ties manufactured by Band-It. For pump stations to be conveyed to the County, a startup and successful testing of Data Flow telemetry equipment by Data Flow representatives and County Wastewater Collections instrumentation and telemetry representatives is required prior to County acceptance. After initial startup, for pump stations to be conveyed to the County, the latitude and longitude of pump stations shall be provided. L. Disconnect: A circuit breaker disconnect shall be provided to isolate the pump control panel. Disconnect shall be installed on the service line between the electric meter and control panel and shall be lockable in the "ON" or "OFF" position. Disconnects shall be housed in a NEMA 4X, stainless steel enclosure or better. M. Electric Meter: The electric meter servicing the pump station shall be located adjacent to the pump control panel, and shall be located and wired to service only the pump station facility. N. Electric Service: All underground electric services shall be fully conduited in 2-inch diameter Schedule 80 PVC pipe from the power company source point to the pump control panel. The maximum length of the electric service from the power Section 333200 COLLIER COUNTY PUMP STATIONS GPO TECHNICAL SPECIFICATIONS Page 4 of 6 company transformer to the pump control panel shall be 200 feet. One spare conduit shall be provided and terminated in the meter. Only copper service wire shall be utilized. Sizing of the service wire shall be verified with the power company and the extent and location of the service shall be indicated on the record drawings. The CONTRACTOR shall certify that the voltage drop across the service does not exceed five percent (5%) of the power company's line voltage at full load start-up of the pump station pumps. All pump stations shall have minimum 100-amp service. All electrical components shall be located within the COUNTY right-of-way or County Utility Easement (CUE). O. Pump Wiring: Power wiring for each pump, from the control panel to the wet well shall be conduited in separate 2-inch diameter Schedule 80 PVC pipe and an appropriately sized water-tight fitting with separate strain relief shall be installed on each line. A spare parallel 2-inch PVC pipe conduit from the panel to the wet well shall be provided. All wire shall be stranded THHN or MTW copper wire. The pump motor cords shall be flexible and serviceable under conditions of extreme usage. Total of angle bends shall be 180 degrees or less. All conduits between wetwell and control panel shall not exceed a total of 180 degrees of bends per run. All service conduits shall be 2" Schedule 80 PVC except where noted. The pump motor cords shall be flexible and have an appropriate amount of slack. P. Lightning Arrestors: All pump stations shall be equipped with lightning arrestor(s) (see County Approved Product List, Appendix F). The lightning arrestor shall be installed externally on the load side of the disconnect, between the disconnect and the main breaker. The penetration through the disconnect must be made below the working mechanism of the disconnect. Q. Odor Control Systems for Community Pump Stations: Furnish and install an 8'X11' concrete slab for potential future odor control system. A Pre-Engineered Biofiltration Odor Control System shall be furnished if required by the engineer of record. PART 3 EXECUTION Not Used END OF SECTION Section 333200 COLLIER COUNTY PUMP STATIONS TECHNICAL SPECIFICATIONS Page 5 of 6 GP0 NO TEXT FOR THIS PAGE Section 333200 COLLIER COUNTY PUMP STATIONS TECHNICAL SPECIFICATIONS Page 6 of 6 0 SECTION 333313 WASTEWATER VALVES AND APPURTENANCES PART 1 GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required and install complete and ready for operation all valves and appurtenances as shown on the Drawings and as specified herein. B. The equipment shall include, but not be limited to, the following: 1. Eccentric Plug Valves 2. Check Valves 3. Vacuum Breakers 4. Air Release Valves 5. Flange Adapter Couplings 6. Flexible Couplings 7. Diaphragm Seals 8. Unions 9. Mechanical Type Seals 10. Hose End Faucets 11. Pressure Gauges 12. Reduced Pressure Backflow Preventer 13. Flow Meters 1.2 DESCRIPTION OF SYSTEMS A. All the equipment and materials specified herein are intended to be standard for use in controlling the flow of wastewater and reclaimed water. Section 333313 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCE TECHNICAL SPECIFICATIONS Page 1 of p,0 1.3 QUALIFICATIONS A. All the types of valves and appurtenances shall be products of well-established reputable firms who are fully experienced, reputable and qualified in the manufacture of the equipment to be furnished. The equipment shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with these specifications as applicable. 1.4 SUBMITTALS A. Submit within 30 days after execution of the contract a list of materials to be furnished, the names of the suppliers and the date of delivery of materials to the site. B. Complete shop drawings of all valves and appurtenances shall be submitted to the ENGINEER for approval in accordance with the General Conditions. 1.5 TOOLS A. Special tools, if required for normal operation and maintenance shall be supplied with the equipment. PART 2 PRODUCTS 2.1 GENERAL A. All valves and appurtenances shall be of the size shown on the Drawings and as far as possible all equipment of the same type shall be from one manufacturer. B. All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. C. All stainless steel components and hardware shall be a minimum of Type 304, unless otherwise specified. 2.2 DESIGN A. Eccentric Plug Valves 1. All valves (see County Approved Product List, Appendix F) shall be eccentric plug valves unless otherwise specified. 2. Plug valves shall be tested in accordance with AVWVA C504 Section 5. Each valve shall be performance tested in accordance with AWWA C504 Section 5.2 and shall be given a leakage test and hydrostatic test as described in AWWA C504 Paragraphs 5.3 and 5.4. The leakage test shall be applied to the face of the plug tending to unseat the valve. The Manufacturer shall furnish certified Section 333313 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 2 of 12 GPO copies of reports covering proof of design testing as described in AWWA C504 Section 5.5. 3. Plug valves shall be of the tight closing, resilient faced, non-lubricating variety and shall be of eccentric design such that the valve's pressure member (plug) rises off the body seat contact area immediately upon shaft rotation during the opening movement. Valve pressure ratings shall be as follows and shall be established by hydrostatic tests as specified by ANSI B16.1-1967. Valves shall be drip-tight in both directions (bi-directional) at rated pressure of 175 psi through 12-inch diameter, and 150 psi for 14-inch diameter and above. The valve shall be provided with a 2-inch square operating nut. 4. The valve body shall be constructed of cast iron ASTM A126, Class B. Body ends shall be mechanical joint to meet the requirements of AWWA C111/ANSI A21.11 or single gasket push-on type. 5. The valve plug shall be constructed of cast iron or ductile iron and shall have a conical seating surface that is eccentrically offset from the center of the plug shafts. The plug and shafts shall be integral. The entire plug face shall be totally encapsulated with Buna N (Nitrile) rubber in all valve sizes. The rubber to metal bond must withstand 75 lbs. pull under test procedure ASTM D-429-73, Method B. When the plug is in full open position, plug geometry and body waterway contours must provide a passageway that allows flow capacity equal to 100% of the adjacent pipe area. 6. Valve seat mating surface shall be constructed of a welded-in overlay of not less than 90% nickel or be a one-piece stainless steel ring. Seat ring contour must be precision machined. 7. A mechanical "brake" shall be supplied on all valves and shall be capable of "locking" the valve in any intermediate position between full-open and full-closed. 8. Valves shall have multiple V-type packing and packing glands and shall be capable of being field adjusted or repacked without the bonnet or plug being removed from the valve with the valve under the full rated pressure. Valves shall have a port position indicator. 9. For corrosion protection, the interior ferrous surfaces of all plug valves shall have a 2-part epoxy internal coating to a minimum of 20 mils thickness. 10. Valve shaft seals shall be adjustable and comply with AWWA C507 Section 10 and with AWWA C507 Section 11. 11. Manual valves shall have lever or gear actuators and tee wrenches, extension stems, floorstands, etc. as indicated on the plans. All valves 6" and larger shall be equipped with gear actuators. All gearing shall be enclosed in a semi-steel housing and be suitable for running in a lubricant with seals provided on all Section 333313 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 3 of 12 \ shafts to prevent entry of dirt and water into the actuator. All actuator shafts shall be supported on permanently lubricated bronze bearings. Actuators shall clearly indicate valve position and an adjustable stop shall be provided to set closing torque. All adjustable stop shall be provided to set closing torque. All exposed nuts, bolts, and washers shall be stainless steel. Valve packing adjustment shall be accessible without disassembly of the actuator. 12. Valves and gear actuators for submerged service shall have seals on all shafts and gaskets on the valve and actuator covers to prevent entry of water. Actuator mounting brackets for buried or submerged service shall be totally enclosed and shall have gasket seals. All exposed nuts, bolts, springs and washers shall be stainless steel. 13. Three-way plug valves shall be non-lubricated gear oriented. Valve bodies shall be ASTM A-126 Class, and be semi-steel with 125 lb. ANSI standard flanges. Plugs shall be resilient faced. Three-way valves shall be 3-way, 3-port 270- degree turn. 14. Plug valves installed such that actuators are 6 feet or more above the floor shall have chain wheels. 15. Where shown on the Drawings, plug valves shall be installed with extended shafts and actuators. Actuators for extended shafts shall be mounted on floor stands where indicated on the drawings or shall be removable handwheels where floor stands are not called for. Six-inch sleeves shall be provided for extended shafts in all floors; where necessary covers shall be provided. Shafts shall be of adequate strength to operate the valve and shall be stainless steel where submerged and carbon steel elsewhere. Floor stands and covers, where called for shall be cast iron. Floor stands shall be equipped with valve position indicators. Where shown on the drawings, plug valves shall be furnished with extended bonnets, equal to DeZurik Figure 640. 16. All buried plug valves shall have a remote position indicator in the valve box showing position of the valve. A stainless steel centering and I.D. plate shall be provided showing direction of opening and number of turns to open for each valve. B. Valves for Buried Service 1. Valves for buried service shall meet all the requirements as specified herein for interior except that buried valves shall have mechanical joint ends. 2. All buried valves shall have cast-iron two-piece valve boxes (see County Approved Product List, Appendix F), valve boxes shall be provided with suitable heavy bonnets to extend to such elevation at the finished grade surface as directed by the ENGINEER. The barrel shall be two-piece, screw type. The upper section shall have a flange at the bottom having sufficient bearing area to prevent settling, shall be designed to prevent the transmission of surface loads Section 333313 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 4 of 12(�.,c'. directly to the valve or piping, and shall be complete with cast iron covers. Covers shall have "SEWER" cast into the top. The covers shall be so constructed as to prevent tipping or rattling. All valve boxes located in paved roadways or sidewalks shall have locking covers. 3. Where valves are located out of pavement, the boxes shall be adjusted to finished grade and a concrete slab two feet square and six inches thick shall be poured around the box, as shown in the Details. 4. Valve boxes shall be of the heavy duty, traffic bearing cast iron, adjustable screw type with a drop cover. The valve box assembly shall consist of a bottom section, top section and cover which is cast from gray iron, formulated to ASTM specification A-48 latest revision, minimum tensile of 21,000 psi and shall be free from blowholes, shrinkage or other imperfections not true to pattern. The shaft size shall be 5 1/4" and the adjustable length shall be from 18" to 36". The wall thickness shall be 1/4". The weight of the assembly shall be 61 pounds ± 2 pounds, with the cover weight being a minimum of 13 pounds. 5. The name of the manufacturer and foundry of origin shall be cast into each of the components of the assembly in legible form. The assembly shall be suitable for highway traffic wheel loads of 16,000 pounds and shall withstand a proof load test of 25,000 pounds without failure or permanent deflection. The valve box shall be cast, machined, assembled, and packaged within the United States and shall fully comply with the Buy American provisions of Public Law 102-240, enacted 12/18/91. C. Check Valves 1. All check valve bodies shall be cast iron per ASTM A126 Class B, having integral (not Wafer) flanges. 2. The seat shall be centrifugally cast bronze with an 0-ring seal and be locked in place with stainless steel lock screws and be field replaceable, without the use of special tools. 3. The shaft shall be single and continuous stainless steel, extending on one side of the body with a lever and weight. 4. The air cushion cylinder, when specifically required, shall be constructed of corrosion-resistant material and the piston shall be totally enclosed within the cylinder and not open at one end. The air cushion cylinder assembly shall be externally attached to either or both sides of the valve body and will permit adjustability to cushion the closure of the valve. Cushioning shall be by air trapped in the cushion cylinder, which shall be fitted with a one-way adjustable control check valve to cushion disc contact to the seat at the shut-off point. The bottom cylinder head shall be swivel mounted and not rigid to follow the change of force angles as the lever raises or lowers to open or close the check valve. Section 333313 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 5 of 12 CPO Valve shall prevent backflow on normal pump shut-off or power failure, at zero velocity, and be watertight. 5. The disc shall be cast iron utilizing a double clevice hinge connected to a ductile iron disc arm. The disc arm assembly shall be suspended from a stainless steel shaft, which passes through a seal retainer on both sides of the valve body. 6. Valve exterior to be painted with Red Oxide Phenolic Primer Paint as accepted by the FDA for use in contact with Potable Water. Materials shall be certified to the following ASTM specifications: a. Body, cover & disc - Cast Iron -ASTM A126, Class B b. Disc Arm - Ductile Iron -ASTM A536 c. Seat -Aluminum Bronze or Stainless Steel -ASTM B148, ASTM A276 d. Disc Seat - Buna-N or metal e. Cushion cylinder - Corrosion-resistant Commercial material f. Exposed Nuts and Bolts — 316 Stainless Steel 7. For corrosion protection, the interior ferrous surfaces of all check valves used in sewage applications shall be coated with a factory applied, two-part epoxy coating to a minimum of 20 mils thick. D. Automatic Air Release Valves for Wastewater Systems All force mains shall have automatic air release valves installed as they are indicated on the plans. These Automatic Air Release Valves (ARV's) shall conform to the following: 1. The ARV shall be a "Combination" ARV modified with a check valve on the discharge of the air piping to allow air release only operation. 2. The body of these valves shall be conical shaped to maintain maximum air gap to ensure no contact between the sewage and the seal. 3. The ARV shall seal at zero (0) psi and have an overall operating range of 0 — 250 psi, (0 — 17.2 bar). 4. The ARV shall close watertight when liquid enters the valve, even when the fluid is rising without pressure, (no minimum operating pressure required). 5. The working pressure shall be 250 psi (17.2 bar) tested to 360 psi (25 bar). Section 333313 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 6 of 12 C,PD 6. The ARV shall include both a Polypropylene Debris Shield funnel and an Orifice Strainer to prevent solids from entering sealing area. 7. The ARV shall have a rolling cup seal diaphragm for infinitely variable operation, providing water hammer inhibition. 8. The ARV body shall be constructed of 316 stainless steel. The float shall be Delrin (Polyoximethylene, POM) and the Float Spindle shall be of 316 stainless steel. The valve seat and all internal working parts shall be of corrosion- resistant materials. ARV flange hardware (nuts, bolts, washers) shall be of 316 stainless steel construction. 9. The threaded or flanged outlet size of the ARVs shall be sized by the design engineer. A minimum diameter of two inches (2") shall be provided. 10. All parts required for ARV maintenance shall be the same for all connection sizes (i.e. the internal parts for the 2" ARV are identical to the internal parts for the 4" ARV). 11. All ARV manufacturers and models shall comply with the County Approved Product List (Appendix F). All ARVs shall be installed in accordance with manufacturer recommendations and shall have an isolation valve connection for control. 12. All ARVs installed for wastewater transmission systems (except at pump stations or wastewater treatment facilities) shall be installed in above ground polyethylene enclosures as shown on the County's standard details. Color of enclosures shall be dark green. E. Flange Adapter Couplings 1. Flange adapter couplings shall be of the size and pressure rating required for each installation and shall be suitable for use on either cast iron or ductile iron pipe. They shall be similar or equal to Dresser Company, Style 128. All couplings shall have enough factory installed anchor studs to meet or exceed the test pressure rating for this project, 100-psi minimum. F. Flexible Couplings: 1. Flexible couplings shall be either the split type or the sleeve type as shown on the Drawings. a. Split type coupling shall be either the split type or the sleeve type as shown on the Drawings. The couplings shall be mechanical type for radius groove piping. The couplings shall mechanically engage and lock grooved pipe ends in a positive coupling and allow for angular deflection and contraction and expansion. Section 333313 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 7 of 12 Gp0 b. Couplings shall consist of malleable iron, ASTM Specification A47, Grade 32510 housing clamps in two or more parts, a single chlorinated butyl composition sealing gasket with a "C" shaped cross-section and internal sealing lips projecting diagonally inward, and two or more oval track head type bolts with hexagonal heavy nuts conforming to ASTM Specification A183 and A194 to assemble the housing clamps. Bolts and nuts shall be stainless steel. c. Victaulic type couplings and fittings may be used in lieu of flanged joints. Pipes shall be radius grooved as specified for use with the Victaulic couplings. Flanged adapter connections (see County Approved Product List, Appendix F) at fittings, valves, and equipment. d. Sleeve type couplings (see County Approved Product List, Appendix F) shall be used with all buried piping. The couplings shall be of steel. The coupling shall be provided with stainless steel bolts and nuts unless indicated otherwise. e. All couplings shall be furnished with the pipe stop removed. f. Couplings shall be provided with gaskets of a composition suitable for exposure to the liquid within the pipe. g. If the CONTRACTOR decides to use victaulic couplings in lieu of flanged joints, he shall be responsible for supplying supports for the joints. G. Diaphragm Seals (see County Approved Product List, Appendix F): 1. Diaphragm seals shall be installed on pressure gauge connection to all lines where shown on the Drawings, to protect pressure switches used to monitor excessive pressures on pipe lines. The diaphragm shall be "thread attached" to both piping and pressure switches. Diaphragm seals shall be constructed of cadmium plated carbon steel, except for the lower housing which shall be specifically chosen according to the fluid pressure being monitored. 2. Diaphragm seals shall have a flushing connection. H. Unions 1. Unions on ferrous pipe 2" in diameter and smaller shall be 150 pounds malleable iron, zinc-coated. Unions on water piping 22" in diameter and larger shall be flange pattern, 125-pound class, zinc-coated. Gaskets for flanged unions shall be of the best quality fiber, plastic, or leather. Unions shall not be concealed in walls, ceilings, or partitions. Mechanical Type Seals Section 333313 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 8 of 1 , ,;, 1. Mechanical type seals (see County Approved Product List, Appendix F) shall consist of an adjustable modular bolted, synthetic rubber and plastic sealing element. J. Hose End Faucets 1. Hose end faucets (see County Approved Product List, Appendix F) for potable water supply at submersible stations shall be furnished with removable key and shall be lockable. K. Pressure Gauges 1. Each pressure gauge shall be direct mounted, cast aluminum case, with a four inch (4") diameter dial and furnished with a clear glass crystal window, 3/8" shut-off valve, and a bronze pressure snubber. Provide diaphragm seals between shut-off valve and pressure gauge on all sludge and lines with nonclear matter in suspension of solution. All gauges shall be weatherproofed. The face dial shall be white finished aluminum with jet black graduations and figures. The face dial shall indicate the units of pressure being measured (e.g., feet, inches, etc.) or be dual scale. 2. Gauges shall be sized with an appropriate range of pressure readings shown in pounds per square inch (PSI). L. Reduce Pressure Backflow Preventer 1. If shown on the drawings, backflow preventers shall be supplied at each pump station, and installed in accordance with the Collier County Standard Details. M. Flow Meters for Master Pumping Stations 1. Meters shall be of the magnetic type (see County Approved Product List, Appendix F). Flow meters shall be designed to record both the peak pumping station capacity and anticipated minimum flows with equally high accuracy. All meters shall be tied to the Radio Telemetry SCADA System. The flow metering system shall be installed within the pumping station structure, if space is available, or in an exterior protected and drained pit. In all cases, meter by-pass valves and piping shall be provided. 2. Flow meters shall be supplied for"Master Pumping Stations" only. Section 333313 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 9 of 1(7. \ PART 3 EXECUTION 3.1 INSTALLATION A. Install all valves and appurtenances in the locations shown, true to alignment and rigidly supported. Repair any damage to the above items to the satisfaction of the ENGINEER before they are installed. B. Carefully inspect each valve, open it wide and then tightly close it, and test the various nuts and bolts for tightness. Take special care to prevent any foreign matter from becoming lodged in the valve seat. Valves, unless shown otherwise shall be set with their operator shaft vertically. Repair and replace any valve that does not operate correctly. C. Carefully center valve boxes over the operating nuts of the valves to permit a valve wrench or key to be fitted easily to the operating nut. Valve boxes shall be set to conform to the level of the finished surface and held in position by a ring of concrete placed under the support flange as shown on the Collier County Standard Details. The valve box shall not transmit surface loads to the pipe or valve. Care shall be taken to prevent earth and other material from entering the valve box. Any valve box which is out of alignment or whose top does not conform to the finished ground surface shall be dug out and reset. Before final acceptance of the work, adjust all valve boxes to finish grade. Valve operating risers shall be installed with any valves required to ensure that the operating nut is 30-inches or less from the ground surface. D. After installation, test all valves and appurtenances for at least 1 hour at the working pressure corresponding to the class of pipe, unless a different test pressure is specified. If any joint proves to be defective, repair it to the satisfaction of the ENGINEER. E. Install all floor boxes, brackets, extension rods, guides, the various types of operators and appurtenances as shown on the Drawings that are in masonry floors or walls, and install concrete inserts for hangers and supports as soon as forms are erected and before concrete is poured. Before setting these items, check all plans and figures that have a direct bearing on their location and he shall be responsible for the proper location of these valves and appurtenances during the construction of the structures. F. Pipe for use with flexible couplings shall have plain ends as specified in the respective pipe sections. G. Buried mechanical joints shall be made with COR-TEN bolts. H. Prior to assembly of split couplings, thoroughly clean the grooves as well as other parts. The ends of the pipes and outside of the gaskets shall be moderately coated with petroleum jelly, cup grease, soft soap or graphite paste, and the gasket shall be slipped over one pipe end. After the other pipe has been brought to the correct position, center the gasket properly over the pipe ends with the lips against the pipes. The housing sections then shall be placed. After the bolts have been inserted, tighten Section 333313 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES ,i"---N\ TECHNICAL SPECIFICATIONS Page 10 of 12 1. the nuts until the housing sections are firmly in contact, metal-to-metal, without excessive bolt tension. Prior to the installation of sleeve-type couplings, thoroughly clean the pipe ends for 8 inches. Soapy water may be used as a gasket lubricant. A follower and gasket, in that order, shall be slipped over each pipe to about 6" from the end, and the middle ring shall be placed on the already laid pipe end until it is properly centered over the joint. Insert the other pipe end into the middle ring and bring to proper position in relation to the pipe already laid. The gaskets and followers shall then be pressed evenly and firmly into the middle ring flaires. After the bolts have been inserted and all nuts have been made up finger-tight, uniformly tighten diametrically opposite nuts progressively all around the joint, preferably by use of a torque wrench of the appropriate size and torque for the bolts. 3.2 AIR RELEASE VALVE INSTALLATION A. Each air release valve shall be installed at a high point in the pipeline. B. Prior to pressure testing a pipeline, all air release valve assemblies on that pipeline shall be installed. 3.3 SEWER SERVICE CONNECTIONS A. Materials, Construction: 1. All sewer service connections shall be of SDR 35 PVC as specified herein with elastomeric gaskets on pipe and fittings. 2. Service lines shall be connected to the sewer mains by means of a PVC wye fitting. The service branch of the wye fitting will be elevated depending on the depth of the sewer and the elevation of the property to be served. 45-degree bends or other fittings shall be used to connect the service line at the wye branch. Service lines shall be installed at such grades as will adequately serve the properties, minimum 1% slope. 3. Service lines shall extend from the sewer to the property line and be plugged. Plugs shall be plastic with sealer. Service lines shall be 6 inches for single residential properties and 6 inches pipe and larger for commercial, industrial, and multiple residential services. Service lines will have a minimum of 3 feet and a maximum of 5 feet of cover at the property line. Service will be provided to each lot. All laterals shall have a vertical clean out installed at the property line. Clean outs shall extend 24 inches above grade and should be capped. After final connection of the lateral to a structure the clean out shall be cut off at grade and capped. Section 333313 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 11 of 12 Cp*O 3.4 SHOP PAINTING A. Coat ferrous surfaces of valves and appurtenances with rust-inhibitive primer. Cap all pipe connection openings to prevent the entry of foreign matter prior to installation. 3.5 FIELD PAINTING A. Paint all metal valves and appurtenances specified herein and installed in valve and meter pits as specified. 3.6 INSPECTION AND TESTING A. Subject completed pipe to hydrostatic pressure test at full working pressure. Repair all leaks and retest the line as approved by the ENGINEER. Prior to testing, support the gravity pipelines in an approved manner to prevent movement during tests. END OF SECTION Section 333313 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES(—;) TECHNICAL SPECIFICATIONS Page 12 of 12 , SECTION 333913 SEWER MANHOLES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Requirements for providing sewer manholes and all other appurtenances for a complete installation. Provide precast reinforced concrete manholes conforming to ASTM C478 in accordance with the Collier County Standard Details. B. Related Work Specified in Other Sections Include: 1. Section 055600 — Metal Castings 2. Section 099723 — Concrete Coatings 1.2 REFERENCE A. Codes and standards referred to in this Section are: 1. ASTM C 76 - Specification for Reinforced Concrete Culvert, Storm Drain and Sewer Pipe. 2. ASTM C 478 - Specification for Precast Reinforced Concrete Manhole Sections 3. ASTM C 32 - Specification for Sewer and Manhole Brick (Made for Clay or Shale) 4. ASTM C 443 - Specification for Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets [Metric] 1.3 SUBMITTALS A. Shop Drawings: Submit shop drawings of sewer manholes as specified in Division 1. B. Quality Control: Submit shop and field test reports of concrete samples tested in an approved laboratory. • Section 333913 ,-- COLLIER COUNTY SEWER MANHOLES (,.1 TECHNICAL SPECIFICATIONS Page 1 of 7 1.4 DELIVERY, STORAGE AND HANDLING A. General: Take every precaution to prevent injury to the manhole sections during transportation and unloading. Unload manhole sections using skids, pipe hooks, rope slings, or suitable power equipment, if necessary, and keep the sections under control at all times. Do not allow the manhole sections to be dropped, dumped or dragged under any conditions. Follow applicable requirements specified in Division 1. B. Damaged Section: If any manhole section is damaged in the process of transportation or handling (see Section 2.3.0 below), contact the Public Utilities Wastewater Department for visual inspection. If the Wastewater Department deems it necessary to reject the manhole section, reject and immediately remove such sections from the site, and replace the damaged manhole sections at no increase in Contract Amount. PART 2 PRODUCTS 2.1 MANUFACTURERS A. See County Approved Product List, Appendix F, for acceptable manufacturers of plastic joint sealing compound and sewer manhole frames and covers. 2.2 MATERIALS A. Concrete, Steel Reinforcement and Aggregates: Provide reinforced concrete, cementitious materials, aggregates and steel reinforcement conforming to the requirements of ASTM C 478, with 4000 psi concrete, Grade 40 reinforcement bars, Type II cement, and a minimum wall thickness of 8 inches. B. Steel reinforced polymer concrete manholes may be furnished and installed instead of the Type II cement manholes described above. If provided, steel reinforced polymer concrete manholes shall not require interior and exterior protection as described in part 3.1 F and 3.1 G. All steel reinforced polymer concrete structures shall be supplied by a qualified company with a minimum of 5 years' experience manufacturing polymer concrete. All steel reinforced polymer concrete structures shall be manufactured and installed in accordance with the applicable requirements of ASTM C76, C478, C443, D6783, C33, C267, A82, A165, A496, A497, A615, and A615M. C. Manhole Frames and Covers: Provide manhole frames and covers as shown on the Collier County Standard details. Castings for manhole frames, covers and other items shall conform to the ASTM Designation A48, Class 30. Castings shall be true to pattern in form and dimensions and free of pouring faults and other defects in positions which would impair their strength, or otherwise make them unfit for the service intended. The scating surfaces between frames and covers shall be machined to fit true so the frames and covers do not shift under traffic Section 333913 COLLIER COUNTY SEWER MANHOLES TECHNICAL SPECIFICATIONS Page 2 of 7 GP° conditions or permit entry of storm water from flooding. Lifting or "pick" holes shall be provided, but shall not penetrate the cover. The words SANITARY SEWER, as well as COLLIER COUNTY shall be cast in all manhole covers except those owned by a private party. All manhole frames and covers shall be traffic bearing unless otherwise specified. Frames and covers shall be fully bedded in mortar to the correct finished grade elevation with materials shown in the COUNTY's Standard Detail Drawings. D. Preformed Joint Sealing Compound: Provide preformed joint sealing compound for joining manhole sections. E. Concrete Protective Liner: Provide concrete protective liner conforming to Section 02608. F. Pipeline Connections: Provide neoprene boots with type 316 stainless steel clamps of a design approved by the County Manager or designee for joining sewers to manhole riser sections. Fill the unfilled portion of the connection with mortar or concrete to guarantee a watertight seal. G. Doghouse Manholes: Doghouse manholes over existing sanitary sewer pipes are permitted, and in a number of instances, preferred. Provide a concrete base a minimum of 8 inches thick, with proper reinforcing rods to prevent cracking. Pour concrete base upon a 12-inch base of gravel. Precast manhole rings may be set in the concrete over the existing pipe. Concrete should then be used to form both the bench and to seal the pipe entrances, both inside and especially outside. Once dry, remove the top of the pipe in the manhole. H. Standard Manholes: The standard manhole shall be 4 feet or more in depth measured from the base of the cover frame to the top of the concrete footing and shall be of the concentric cone type, as shown in the Standard Details. If the manhole is 4 feet or less in depth, it shall be classified as a "Shallow Manhole" as specified below. Shallow Manholes: The shallow manhole shall be 4 feet or less in depth measured from the base of the cover frame to the top of the concrete footing and shall be of flat top construction, as shown in the Standard Details. J. Manhole Inverts: Form manhole inverts from concrete having a minimum 28 day compressive strength of 2500 psi, and as shown in the Standard Details. Inverts for "straight-through" manholes may be formed by laying the pipe straight through the manhole, pouring the concrete invert, and then cutting out the top half of the pipe. Construct curved inverts of concrete, as shown in the Standard Details, and form a smooth, even, half pipe section. Precast inverts may be used, however, no large "bowls" shall be permitted in the center of the manhole. To alleviate this problem, grout the invert to form a smooth, uniform invert as shown in the Standard Details. Maintain a 0.1 foot drop across the manhole. Section 333913 O COLLIER COUNTY SEWER MANHOLES CP' TECHNICAL SPECIFICATIONS Page 3 of 7 K. Inflow Protectors: In all manholes, install an inflow protector manufactured from a high-quality 304 stainless steel with a consistent thickness of not less than 18 gage (see County Approved Product List, Appendix F). The inflow shall have a deep-dish bowl design with no less than 8 inches in depth to allow easy and unobstructed removal of the manhole cover. The manhole inflow protector is to be manufactured with a one-piece rubber gasket installed at the factory for a tight, consistent fit. The rubber gasket is to be designed to securely wrap around the entire leading edge of the inflow protector at the point where it comes in contact with the manhole frame and cover. The wrap around rubber gasket is to be manufactured to a width of no less than 3/8 inches, consistent on top and bottom of the leading edge of the inflow protector. The gasket shall be no more than 3/32 inches thick. The insert removal handle shall be manufactured of a high-quality stainless steel for strength and durability. The handle is installed in such a way that it does not interfere with the installation or removal of the manhole lid. The insert handle will be manufactured to withstand a minimum pull force of 500 pounds before it fails or separates from the insert. The inscription "PROPERTY OF COLLIER COUNTY UTILITIES" shall be etched, at the base of the handle frame, to provide a long-lasting identification marker for the COUNTY. L. Chimney Seals: Install a minimum of two (2) precast concrete or HDPE riser rings with a chimney seal (see County Approved Product List, Appendix F) between manhole and cast iron frame. 2.3 SOURCE QUALITY CONTROL A. If requested by the County Manager or designee, at least three cylinders shall be taken each day that manhole sections are cast, with batch samples to be designated by the laboratory representative. At least one set of cylinders will be taken from each 9 cubic yards of concrete used in manhole section construction. These samples will be tested for strength. If the samples fail to meet specified minimum concrete strength requirements, all manhole sections manufactured from the concrete from which the cylinders were made will be rejected. B. The County Manager or designee reserves the right to core manholes either at the job site or point of delivery to validate strength of concrete and placement of steel. If cores fail to demonstrate the required strength or indicate incorrect placement of reinforcing steel, all sections not previously tested will be considered rejected until sufficient additional cores are tested, at no increase in Contract Amount, to substantiate conformance to these requirements. C. Components of the manhole shall be free of fractures, cracks, and undue roughness. Concrete shall be free of defects, which indicate improper mixing or placing, and surface defects such as honeycomb or spalling. Cracks or broken ends due to improper handling will not be acceptable. No lift holes will be allowed except in rise and corbel sections. These holes shall not penetrate the wall and shall be filled with non-shrink grout after installation. Section 333913 COLLIER COUNTY SEWER MANHOLES TECHNICAL SPECIFICATIONS Page 4 of 7 (73) P PART 3 EXECUTION 3.1 INSTALLATION A. Lifting Holes: Grout lifting holes through the structure with non-shrink grout. B. Precast Base: Provide a precast base of not less than 8 inches in thickness with a minimum dimension across the precast base of 72 inches poured monolithically with the bottom section of the manhole walls, reinforced, with a minimum 28-day compressive strength of 3000 psi. C. Joining Manhole Sections: Join precast sections using plastic joint sealing compound (see County Approved Product List, Appendix F) and trimmed prior to grouting. The first construction joint shall be not less than 2 feet above the base slab. Use tongue and groove joints suitable for the flexible gasket. Use non- shrink grout inside and outside for sealing between manhole precast sections. Grout shall be of a type acceptable to the County Manager or designee and designed for use in water. Seal all openings and joints watertight. D. Top Termination: Terminate manhole tops at such elevations as will permit laying up grade rings under the manhole frame to make allowances for future street grade adjustments. E. Drop Connections: Manufacture drop connections, where required on precast manholes, with the manhole elements at the casting yard. Drop manholes shall be constructed per the Collier County Standard Details. F. Internal Protection: Provide internal protection for all manholes by either of the following (not required for steel reinforced polymer concrete manholes as described in 2.2 B. above): 1. Sewpercoat, or 2. IET Coating system, or 3. Raven Lining Systems Install the coating systems per manufacturer's recommendation and completely protect the structure from corrosion. The liner or coating systems must extend and seal onto manhole ring, seal onto and around pipe openings, and any other protrusions, completely cover the bench and flow invert. Provide a five (5)-year unlimited warranty on all workmanship and products. The work includes the surface preparation and application of the coating or liner system, and shall protect the structure for at least five (5) years from all leaks and from failure due to corrosion from exposure to corrosive gases such as hydrogen sulfide. Repair internal coating of existing manholes cored during tie-in of new sewers by applying approved coating material as listed above in accordance with the manufacturer's recommendations. If existing manhole has an internal coating Section 333913 COLLIER COUNTY SEWER MANHOLES �,PO TECHNICAL SPECIFICATIONS Page 5 of 7 other than that listed above, sandblast the interior of the existing manhole and apply an approved coating in accordance with the manufacturer's recommendations. G. Coal Tar Epoxy: Coat all manhole, wet well, and valve vault exteriors with two (2) coats of coal tar epoxy to a minimum thickness of 8 dry mils (not required for steel reinforced polymer concrete manholes as described in 2.2 B. above). END OF SECTION Section 333913 COLLIER COUNTY SEWER MANHOLES GPO TECHNICAL SPECIFICATIONS Page 6 of 7 SECTION 334713 HDPE IRRIGATION POND LINER PART 1 GENERAL 1.1 SECTION INCLUDES A. Specifications and guidelines for MANUFACTURING and INSTALLING geomembrane. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM) 1. D 1004 Test Method for Initial Tear Resistance of Plastic Film and Sheeting. 2. D 1238 Standard Test Method for Flow Rates of Thermoplastics by Extrusion Plastometer. 3. D 1505 Test Method for Density of Plastics by the Density-Gradient Technique. 4. D 1603 Test Method for Carbon Black in Olefin Plastics. 5. D 3895 Standard Test Method for Oxidative-Induction Time of Polyolefins by Differential Scanning Calorimetry. 6. D 4833 Standard Test Method for Index Puncture Resistance of Geotextiles, Geomembranes, and Related Products. 7. D 5199 Standard Test Method for Measuring Nominal Thickness of Geotextiles and Geomembranes. 8. D 5397 Standard Test Method for Evaluation of Stress Crack Resistance of Polyolefin Geomembranes Using Notched Constant Tensile Load Test. 9. D 5596 Standard Test Method for Microscopic Evaluation of the Dispersion of Carbon Black in Polyolefin Geosynthetics. 10. D 5994 Standard Test Method for Measuring Core Thickness of Textured Geomembranes. 11. D 6392 Standard Test Method for Determining the Integrity of Nonreinforced Geomembrane Seams Produced Using Thermo-Fusion Methods. Section 334713 COLLIER COUNTY HDPE IRRIGATION POND LINER GPO) TECHNICAL SPECIFICATIONS Page 1 of 14 12. D 6693 Standard Test Method for Determining Tensile Properties of Nonreinforced Polyethylene and Nonreinforced Flexible Polypropylene Geomembranes. B. Geosynthetic Research Institute 1. GRI GM 13 Test Properties, Testing Frequency and Recommended Warranty for High Density Polyethylene (HDPE) Smooth and Textured Geomembranes. 2. GRI GM 17 Test Properties, Testing Frequency and Recommended Warranty for Linear Low Density Polyethylene (LLDPE) Smooth and Textured Geomembranes. 1.3 DEFINITIONS A. Lot-A quantity of resin (usually the capacity of one rail car) used in the manufacture of geomembranes. Finished roll will be identified by a roll number traceable to the resin lot used. B. Construction Quality Assurance Consultant (CONSULTANT) - Party, independent from MANUFACTURER and INSTALLER that is responsible for observing and documenting activities related to quality assurance during the lining system construction. C. ENGINEER- The individual or firm responsible for the design and preparation of the project's Contract Drawings and Specifications. D. Geomembrane Manufacturer (MANUFACTURER) - The party responsible for manufacturing the geomembrane rolls. E. Geosynthetic Quality Assurance Laboratory (TESTING LABORATORY)- Party, independent from the OWNER, MANUFACTURER and INSTALLER, responsible for conducting laboratory tests on samples of geosynthetics obtained at the site or during manufacturing, usually under the direction of the OWNER. F. INSTALLER- Party responsible for field handling, transporting, storing, deploying, seaming and testing of the geomembrane seams. G. Panel- Unit area of a geomembrane that will be seamed in the field that is larger than 100 ft2. H. Patch- Unit area of a geomembrane that will be seamed in the field that is less than 100 ft2. I. Subgrade Surface- Soil layer surface which immediately underlies the geosynthetic material(s). Section 334713 COLLIER COUNTY HDPE IRRIGATION POND LINER TECHNICAL SPECIFICATIONS Page 2 of 14 (7))0. 1.4 SUBMITTALS POST-AWARD A. Furnish the following product data, in writing, to ENGINEER prior to installation of the geomembrane material: 1. Resin Data shall include the following. 2. Certification stating that the resin meets the specification requirements (see Section 1.09). 3. Geomembrane Roll. 4. Statement certifying no recycled polymer and no more than 10% rework of the same type of material is added to the resin (product run may be recycled). B. The INSTALLER shall furnish the following information to the ENGINEER and OWNER prior to installation: 1. Installation layout drawings: a. Must show proposed panel layout including field seams and details. b. Must be approved prior to installing the geomembrane. 2. Approved drawings will be for concept only and actual panel placement will be determined by site conditions. 3. Installer's Geosynthetic Field Installation Quality Assurance Plan. C. The INSTALLER will submit the following to the ENGINEER upon completion of installation: 1. Certificate stating the geomembrane has been installed in accordance with the Contract Documents. 2. Material and installation warranties. 3. As-built drawings showing actual geomembrane placement and seams including typical anchor trench detail. 1.5 QUALITY ASSURANCE A. The OWNER will engage and pay for the services of a Geosynthetic Quality Assurance Consultant and Laboratory to monitor geomembrane installation. 1.6 QUALIFICATIONS A. MANUFACTURER Section 334713 CPO COLLIER COUNTY HDPE IRRIGATION POND LINER TECHNICAL SPECIFICATIONS Page 3 of 14 1. See County Approved Product List, Appendix F, for approved geomembrane manufacturer. 2. MANUFACTURER shall have manufactured a minimum of 5000,000 square feet of polyethylene geomembrane during the last year. B. INSTALLER 1. Installation shall be performed by the manufacturer approved dealer/installer. 2. INSTALLER shall have installed a minimum of 15,000 square feet of HDPE geomembrane during the last 3 years. 3. INSTALLER shall have worked in a similar capacity on at least 3 projects similar in complexity to the project described in the contract documents, and with at least 5,000 square feet of HDPE geomembrane installation on each project. 4. The Installation Supervisor shall have worked in a similar capacity on projects similar in size and complexity to the project described in the Contract Documents. 5. The INSTALLER shall provide a minimum of one Master Seamer for work on the project. a. Must have completed a minimum of 15,000 square feet of geomembrane seaming work using the type of seaming apparatus proposed for the use on this Project. 1.7 MATERIAL LABELING, DELIVERY, STORAGE AND HANDLING A. Labeling - Each roll of geomembrane delivered to the site shall be labeled by the MANUFACTURER. The label will identify: 1. manufacturer's name 2. product identification 3. thickness 4. length 5. width 6. roll number B. Delivery- Rolls of liner will be prepared to ship by appropriate means to prevent damage to the material and to facilitate off-loading. Section 334713 O COLLIER COUNTY HDPE IRRIGATION POND LINER GP TECHNICAL SPECIFICATIONS Page 4 of 14 C. Storage- The on-site storage location for geomembrane material, provided by the CONTRACTOR to protect the geomembrane from punctures, abrasions and excessive dirt and moisture for should have the following characteristics: 1. level (no wooden pallets) 2. smooth 3. dry 4. protected from theft and vandalism 5. adjacent to the area being lined D. Handling- Materials are to be handled so as to prevent damage. 1.8 WARRANTY A. Material shall be warranted, on a pro-rata basis against Manufacturer's defects for a period of 5 years from the date of geomembrane installation. B. Installation shall be warranted against defects in workmanship for a period of 1 year from the date of geomembrane completion. 1.9 GEOMEMBRANE A. Material shall be smooth/textured polyethylene geomembrane as shown on the drawings. B. Resin 1. Resin shall be new, first quality, compounded and manufactured specifically for producing geomembrane. 2. Natural resin (without carbon black) shall meet the following minimum requirements: Property Test Method HDPE LLDPE Density [g/cm3] ASTM D 1505 0.932 0.915 Melt Flow Index [g/10 ASTM D 1238 (190/2.16) • 1.0 • 1.0 min.] OIT [minutes] ASTM D 3895 (1 100 100 atm/200°C) Section 334713 (�' COLLIER COUNTY HDPE IRRIGATION POND LINER �. TECHNICAL SPECIFICATIONS Page 5 of 14 C. Geomembrane Rolls: 1. Do not exceed a combined maximum total of 1 percent by weight of additives other than carbon black. 2. Geomembrane shall be free of holes, pinholes as verified by on-line electrical detection, bubbles, blisters, excessive contamination by foreign matter, and nicks and cuts on roll edges. 3. Geomembrane material is to be supplied in roll form. Each roll is to be identified with labels indicating roll number, thickness, length, width and MANUFACTURER. 4. All liner sheets produced at the factory shall be inspected prior to shipment for compliance with the physical property requirements listed in section 1.09, B, and be tested by an acceptable method of inspecting for pinholes. If pinholes are located, identified and indicated during manufacturing, these pinholes may be corrected during installation. D. Smooth surfaced geomembrane shall meet the requirements shown in the following table(s) for the following material(s): Table 1.1: Minimum Values for Smooth Black-Surfaced HDPE Geomembranes Property Test Method" Thicknes Thicknes Thicknes Thicknes Thicknes Thicknes (mils) (mils) (mils) (mils) (mils) (mils) Thickness, mil(mm) ASTM D 5199 Minimum Average 30(0.75) 40(1.0) 60(1.5) 80 (2.0) 100(2.5) 120(3.0) Lowest Individual Reading 27(0.69) 36(0.91) 54(1.4) 72 (1.8) 90 (2.3) 108(2.7) Density, g/cm3 ASTM D 1505 0.94 0.94 0.94 0.94 0.94 0.94 Carbon Black Content, % ASTM D 1603,mod. 2.0 2.0 2.0 2.0 2.0 2.0 Carbon Black Dispersion ASTM D 5596 Note 2 Note 2 Note 2 Note 2 Note 2 Note 2 Tensile Properties: ASTM D 6693 (each direction) Strength at Yield, lb/in (kN/m) 63 (11) 84(15) 130(23) 173(30) 216(38) 259(45) Strength at Break, lb/in (kN/m) 122(21) 162(28) 243(43) 324(57) 405(71) 486(85) Elongation at Yield, % (1.3"gauge length) 13 13 13 13 13 13 Elongation at Break, % (2.0"gauge length) 700 700 700 700 700 700 Tear Resistance, lb (N) ASTM D 1004 21 (93) 28 (124) 42 (187) 56 (249) 70 (311) 84 (373) Puncture Resistance, lb(N) ASTM D 4833 59(263) 79 (352) 119(530) 158(703) 198(881) 238(1059) Notched Constant Tensile Load,hours ASTM D 5397,app. 400 400 400 400 400 400 Oxidative Induction Time, min. ASTM D 3895 100 100 100 100 100 100 Some test procedures have been modified for application to geosynthetics.All procedures and values are subject to change without prior notification. 2 Only near spherical agglomerates are considered. 9 of 10 views shall be Category 1 or 2. No more than one view Category 3. Section 334713 COLLIER COUNTY HDPE IRRIGATION POND LINER TECHNICAL SPECIFICATIONS Page 6 of 14 GPO E. Textured surfaced geomembrane shall meet the requirements shown in the following table(s)for the following material(s). Table 2.1: Minimum Values for Black Surfaced Coextruded Textured HDPE Geomembranes Property Test Methods') Thicknes Thicknes Thicknes Thicknes Thickness (mils) (mils) (mils) (mils) (mils) Thickness, mil (mm) ASTM D 5994 Minimum Average 30(0.75) 40(1.0) 60(1.5) 80(2.0) 100(2.5) Lowest Individual Reading 27(0.69) 36 (0.91) 54(1.4) 72(1.8) 90(2.3) Density, g/cm3 ASTM D 1505 0.94 0.94 0.94 0.94 0.94 Carbon Black Content, % ASTM D 1603, modified 2.0 2.0 2.0 2.0 2.0 Carbon Black Dispersion ASTM D 5596 Note 4 Note 4 Note 4 Note 4 Note 4 Tensile Properties(2): ASTM D 6693 (each direction) Strength at Yield, lb/in (kN/m) 63(11) 84 (15) 130(23) 173(30) 216(38) Strength at Break, lb/in(kN/m) 45(8) 60(11) 90 (16) 120(21) 150(27) Elongation at Yield, % (1.3"gauge length) 13 13 13 13 13 Elongation at Break, % (2.0"gauge length) 150 150 150 150 150 Tear Resistance, lb (N) ASTM D 1004 21 (93) 28 (124) 42 (187) 56 (249) 70(311) Puncture Resistance, lb(N) ASTM D 4833 54 (240) 72(320) 108 (480) 144(641) 180(801) Notched Constant Tensile Load(3),hours ASTM D 5397, appendix 400 400 400 400 400 Oxidative Induction Time, min. ASTM D 3895 100 100 100 100 100 'Some test procedures have been modified for application to geosynthetics.All procedures and values are subject to change without prior notification. 2 The combination of stress concentrations due to coextrusion texture geometry and the small specimen size results in large variations of test results.Therefore,these tensile properties are minimum average roll values. 3 NCTL on coextruded textured product is conducted on representative smooth membrane samples. °Only near spherical agglomerates are considered. 9 of 10 views shall be Category 1 or 2. No more than one view Category 3. F. Extrudate Rod or Bead: 1. Extrudate material shall be made from same type resin as the geomembrane. 2. Additives shall be thoroughly dispersed. 3. Materials shall be free of contamination by moisture or foreign matter. 1.10 EQUIPMENT A. Welding equipment and accessories shall meet the following requirements: 1. Gauges showing temperatures in apparatus (extrusion welder) or wedge (wedge welder) shall be present. 2. An adequate number of welding apparati shall be available to avoid delaying work. Section 334713 COLLIER COUNTY HDPE IRRIGATION POND LINER i ,..,0 TECHNICAL SPECIFICATIONS Page 7 of 14 3. Power source must be capable of providing constant voltage under combined line load. 1.11 DEPLOYMENT A. Assign each panel a simple and logical identifying code. The coding system shall be subject to approval and shall be determined at the job site. B. Visually inspect the geomembrane during deployment for imperfections and mark faulty or suspect areas. C. Deployment of geomembrane panels shall be performed in a manner that will comply with the following guidelines: 1. Unroll geomembrane using methods that will not damage geomembrane and will protect underlying surface from damage (spreader bar, protected equipment bucket). 2. Place ballast (commonly sandbags) on geomembrane which will not damage geomembrane to prevent wind uplift. 3. Personnel walking on geomembrane shall not engage in activities or wear shoes that could damage it. Smoking will not be permitted on the geomembrane. 4. Do not allow heavy vehicular traffic directly on geomembrane. Rubber-tired ATV's and trucks are acceptable if wheel contact is less than 6 psi. 5. Protect geomembrane in areas of heavy traffic by placing protective cover over the geomembrane. D. Sufficient material (slack) shall be provided to allow for thermal expansion and contraction of the material. 1.12 FIELD SEAMING A. Seams shall meet the following requirements: 1. To the maximum extent possible, orient seams parallel to line of slope, i.e., down and not across slope. 2. Minimize number of field seams in corners, odd-shaped geometric locations and outside corners. 3. Slope seams (panels) shall extend a minimum of five-feet beyond the grade break into the flat area. 4. Use a sequential seam numbering system compatible with panel numbering system that is agreeable to the CONSULTANT and INSTALLER. Section 334713 COLLIER COUNTY HDPE IRRIGATION POND LINER TECHNICAL SPECIFICATIONS Page 8 of 14 5. Align seam overlaps consistent with the requirements of the welding equipment being used. A 6-inch overlap is commonly suggested. B. During Welding Operations 1. Provide at least one Master Seamer who shall provide direct supervision over other welders as necessary. C. Extrusion Welding 1. Hot-air tack adjacent pieces together using procedures that do not damage the geomembrane. 2. Clean geomembrane surfaces by disc grinder or equivalent. 3. Purge welding apparatus of heat-degraded extrudate before welding. D. Hot Wedge Welding 1. Welding apparatus shall be a self-propelled device equipped with an electronic controller which displays applicable temperatures. 2. Clean seam area of dust, mud, moisture and debris immediately ahead of hot wedge welder. 3. Protect against moisture build-up between sheets. E. Trial Welds 1. Perform trial welds on geomembrane samples to verify welding equipment is operating properly. 2. Make trial welds under the same surface and environmental conditions as the production welds, i.e., in contact with subgrade and similar ambient temperature. 3. Minimum of two trial welds per day, per welding apparatus, one made prior to the start of work and one completed at mid shift. 4. Cut four, one-inch wide by six-inch long test strips from the trial weld. 5. Quantitatively test specimens for peel adhesion, and then for shear strength. 6. Trial weld specimens shall pass when the results shown in Table 3 are achieved in both peel and shear test. Section 334713 COLLIER COUNTY HDPE IRRIGATION POND LINER ;'-' TECHNICAL SPECIFICATIONS Page 9 of 14 a. The break, when peel testing, occurs in the liner material itself, not through peel separation (FTB). b. The break is ductile. 7. Repeat the trial weld, in its entirety, when any of the trial weld samples fail in either peel or shear. 8. No welding equipment or welder shall be allowed to perform production welds until equipment and welders have successfully completed trial weld. F. Seaming shall not proceed when ambient air temperature or adverse weather conditions jeopardize the integrity of the liner installation. INSTALLER shall demonstrate that acceptable seaming can be performed by completing acceptable trial welds. G. Defects and Repairs 1. Examine all seams and non-seam areas of the geomembrane for defects, holes, blisters, undispersed raw materials, and any sign of contamination by foreign matter. 2. Repair and non-destructively test each suspect location in both seam and non-seam areas. Do not cover geomembrane at locations that have been repaired until test results with passing values are available. 1.13 FIELD QUALITY ASSURANCE A. MANUFACTURER and INSTALLER shall participate in and conform to all terms and requirements of the Owner's quality assurance program. CONTRACTOR shall be responsible for assuring this participation. B. Quality assurance requirements are as specified in this Section and in the Field Installation Quality Assurance Manual if it is included in the contract. C. Field Testing 1. Non-destructive testing may be carried out as the seaming progresses or at completion of all field seaming. a. Vacuum Testing (1) Shall be performed in accordance with ASTM D 5641, Standard Practice for Geomembrane Seam Evaluation by Vacuum Chamber. b. Air Pressure Testing Section 334713 COLLIER COUNTY HDPE IRRIGATION POND LINER TECHNICAL SPECIFICATIONS Page 10 of 14 (1) Shall be performed in accordance with ASTM D 5820, Standard Practice for Pressurized Air Channel Evaluation of Dual Seamed Geomembranes. c. Other approved methods. 2. Destructive Testing (performed by CONSULTANT with assistance from INSTALLER) a. Location and Frequency of Testing (1) Collect destructive test samples at a frequency of one per every 1500 lineal feet of seam length. (2) Test locations will be determined after seaming. (3) Exercise Method of Attributes as described by GRI GM-14 (Geosynthetic Research Institute, http://www.geosynthetic- institute.orq) to minimize test samples taken. b. Sampling Procedures are performed as follows: (1) INSTALLER shall cut samples at locations designated by the CONSULTANT as the seaming progresses in order to obtain field laboratory test results before the geomembrane is covered. (2) CONSULTANT will number each sample, and the location will be noted on the installation as-built. (3) Samples shall be twelve (12) inches wide by minimal length with the seam centered lengthwise. (4) Cut a 2-inch wide strip from each end of the sample for field- testing. (5) Cut the remaining sample into two parts for distribution as follows: (a) One portion for INSTALLER, 12-inches by 12 inches (b) One portion for the Third Party laboratory, 12-inches by 18-inches (c) Additional samples may be archived if required. c. Destructive testing shall be performed in accordance with ASTM D 6392, Standard Test Method for Determing the Integrity of Non- Section 334713 COLLIER COUNTY HDPE IRRIGATION POND LINER Cr TECHNICAL SPECIFICATIONS Page 11 of 14 Reinforced Geomembrane Seams Produced Using Thermo-Fusion Methods. d. INSTALLER shall repair all holes in the geomembrane resulting from destructive sampling. e. Repair and test the continuity of the repair in accordance with these Specifications. D. Failed Seam Procedures 1. If the seam fails, INSTALLER shall follow one of two options: a. Reconstruct the seam between any two passed test locations. b. Trace the weld to intermediate location at least 10 feet minimum or where the seam ends in both directions from the location of the failed test. c. The next seam welded using the same welding device is required to obtain an additional sample, i.e., if one side of the seam is less than 10 feet long. d. If sample passes, then the seam shall be reconstructed or capped between the test sample locations. e. If any sample fails, the process shall be repeated to establish the zone in which the seam shall be reconstructed. 1.14 REPAIR PROCEDURES A. Remove damaged geomembrane and replace with acceptable geomembrane materials if damage cannot be satisfactorily repaired. B. Repair any portion of unsatisfactory geomembrane or seam area failing a destructive or non-destructive test. C. INSTALLER shall be responsible for repair of defective areas. D. Agreement upon the appropriate repair method shall be decided between CONSULTANT and INSTALLER by using one of the following repair methods: 1. Patching- Used to repair large holes, tears, undispersed raw materials and contamination by foreign matter. 2. Abrading and Re-welding- Used to repair short section of a seam. 3. Spot Welding- Used to repair pinholes or other minor, localized flaws or where geomembrane thickness has been reduced. Section 334713 Gp COLLIER COUNTY HDPE IRRIGATION POND LINER TECHNICAL SPECIFICATIONS Page 12 of 14 4. Capping- Used to repair long lengths of failed seams. 5. Flap Welding- Used to extrusion weld the flap (excess outer portion) of a fusion weld in lieu of a full cap. 6. Remove the unacceptable seam and replace with new material. E. The following procedures shall be observed when a repair method is used: 1. All geomembrane surfaces shall be clean and dry at the time of repair. 2. Surfaces of the polyethylene which are to be repaired by extrusion welds shall be lightly abraded to assure cleanliness. 3. Extend patches or caps at least 6 inches for extrusion welds and 4 inches for wedge welds beyond the edge of the defect, and around all corners of patch material. F. Repair Verification 1. Number and log each patch repair (performed by CONSULTANT). 2. Non-destructively test each repair using methods specified in this Specification. 1.15 MEASUREMENT AND PAYMENT A. Payment for geomembrane installation will be as per contract unit price per square foot, as measured parallel to liner surface, including designed anchor trench material and is based upon net lined area. B. Net lined area is defined to be the true area of all surfaces to be lined plus designed burial in all anchor trenches, rubsheets, and sacrificial layers. C. Prices shall include full compensation for furnishing all labor, material, tools, equipment, and incidentals. END OF SECTION Section 334713 COLLIER COUNTY HDPE IRRIGATION POND LINER (00:-';\ TECHNICAL SPECIFICATIONS Page 13 of 14 �.-- NO TEXT FOR THIS PAGE Section 334713 COLLIER COUNTY HDPE IRRIGATION POND LINER TECHNICAL SPECIFICATIONS Page 14 of 14 �P�,` SECTION 3 UTILITIES DETAIL DRAWINGS Go to the Collier County website below for the latest revision of the Utilities Detail Drawings: https://www.colliercountyfl.gov/your-government/divisions-f-r/public-utilities- planning-and-project-management/utilities-standards-manual APO COLLIER COUNTY WATER-SEWER DISTRICT UTILITIES STANDARDS MANUAL SECTION 3 UTILITIES DETAIL DRAWINGS Table of Contents Drawing Revision No. Title Date General Details G-1 Unpaved Area Trench Backfill Detail 04/2006 G-2 Paved Area Trench Restoration Detail for Private Roads 07/2018 G-2A State Road, Major County Road, and Numbered County Road Flowable Fill Road/Trench Restoration 07/2018 G-2B Road and Trench Restoration for Local Roads 07/2018 G-3 Pipe Separation Detail 07/2018 G-4 Pipe Conflict Detail 04/2006 G-5 Jack and Bore Detail 08/2008 G-6 Thrust Block Detail for Existing A/ C Pipe 04/2006 G-7 Typical Valve Setting Detail 07/2018 G-8 Typical Horizontal Directional Drill (HDD) Under a Roadway 07/2018 G-9 Typical Subaqueous Horizontal Directional Drill (HDD) 07/2018 G-9A Subaqueous Water Main Valve Detail 07/2018 G-10 Pipe Restraint Schedule 04/2006 G-11 Vehicular Guard Post Detail 07/2018 Non-Potable Irrigation Water Details NP-1 Standard Non-Potable Irrigation Meter Assembly Service Connection 07/2018 NP-2 Typical Irrigation Service Meter Setting Detail for Connection To Irrigation Main 05/2009 NP-3 Not Used NP-4 Reclaimed, Raw, and Supplemental Water Air Release Valve Detail 05/2009 NP-E1 Reuse System Standard Service Connections Open/Close Valve Singe Control Panel Site General Note and Keynotes 04/2006 NP-E2 Standard Irrigation Water Meter Assembly 3" and Larger- Telemetry 07/2018 NP-E3 Reuse System Standard Service Connections Open/Close Valve Single Control Panel Site Layout & Elementary 08/2008 NP-E4 Reuse System Standard Service Connections Open/Close Valve Single Control Panel Site Open/Closed MOV Control Diagram 04/2006 NP-E5 Reuse System Standard Service Connections Open/Close Valve Single Control Panel Site Electrical Equipment Elevations 08/2008 NP-E6 Reuse System Standard Service Connections Open/Close Valve Single Control Panel Site Level Transducer Mounting Details 08/2008 NP-E7 Reuse System Standard Service Connections Open/Close PO G COLLIER COUNTY TABLE OF CONTENTS UTILITIES DETAIL DRAWINGS Page 1 of 3 Drawing Revision No. Title Date Valve Single Control Panel Site Electrical Details 08/2008 NP-E8 Reuse System Standard Service Connections Open/Close Valve Single Control Panel Site Electrical Details 04/2006 NP-E9 Reuse System Standard Service Connections Open/Close Valve Single Control Panel Site Typical RTU Antenna Tower Details 08/2008 Water Details W-1 Temporary Blowoff Assembly with Bacterial Sample Point Detail 01/2014 W-2 Automatic Water Main Flushing Device Detail 01/2014 W-3 Fire Hydrant Detail 07/2018 W-4 Connection to Existing Water Main Detail (Gap Configuration) 07/2018 W-5 Potable Water Air Release Valve Detail 08/2008 W-6 Permanent Bacterial Sample Point Detail 08/2008 W-7 Not Used W-8 2-1/2" and Smaller Fire System Detector Check Assembly Detail 07/2018 W-9 Temporary Backflow Preventer and Fire Protection Meter Tie-In Assembly 07/2011 W-9A Alternate Temporary Backflow Preventer and Fire Protection Meter Tie-in Assembly 07/2011 W-10 Not Used W-10A Not Used W-11 3" and Larger Fire System Detector Check Assembly Detail 07/2018 W-11A 4" Through 10" Only Compact Fire System Assembly Detail with Master Meter Upstream 07/2011 W-12 Typical Short and Long Side Water Service Meter Setting Detail for Connection to Water Main 07/2018 W-12A Service Connection Sizing Chart and Notes 07/2018 W-13 3" and Over Potable Water Meter Assembly Detail 07/2018 W-14 4" and Over Potable Water Fire and Domestic Meter Assembly Detail 07/2018 W-14A Maintenance Driveway for Water Meters 3" and Larger 07/2018 W-15 Not Used W-16 Fire Service Dual Detector Check Assembly Over 10" Fire Main Detail (Dual 8" Assemblies) 07/2011 Wastewater Details WW-1 Force Main Connection to Gravity Sanitary Sewer Detail 04/2006 WW-2 Private Force Main Connection to County Force Main Detail 07/2018 WW-3 Precast Reinforced Concrete Manhole Detail 07/2018 WW-4 Shallow Manhole Detail 08/2008 WW-5 Drop Manhole Detail 08/2008 WW-6 Manhole Ring and Cover Detail 08/2008 WW-7 Pump Station Detail — Profile 07/2018 WW-7A Pump Station and Wastewater Details 01/2015 WW-7B Pump Station Concrete Details 01/2015 WW-7C Pump Station and Wastewater Details 07/2018 WW-8 Pump Station Detail — Plan 07/2018 WW-8A Community Pump Station with Generator Detail — Plan 07/2018 COLLIER COUNTY TABLE OF CONTENTS G UTILITIES DETAIL DRAWINGS Page 2 of 3 Drawing Revision No. Title Date WW-8B Community Pump Station with Diesel Pump Detail — Plan 07/2018 WW-9 Pump Station Control Panel Detail 07/2018 WW-9A Community Pump Station Control Panel Detail — VFD Station with Generator 01/2015 WW-9B Community Pump Station Control Panel Detail — Non-VFD Station with Generator 01/2015 WW-9C Pump Station Lightning Protection Details 01/2015 WW-9D Community Pump Station — Riser Diagram with Generator Backup 01/2015 WW-9E Community Pump Station — Riser Diagram with Diesel Backup Pump 01/2015 WW-10 Sewer Connection Details — Property, ROW or Easement Line 05/2009 WW-11 Sewer Clean-out Detail - Paved Areas 07/2018 WW-12 Sewer Clean-out Detail - Non Paved Areas 01/2014 WW-13 Force Main Air Release Valve Detail 01/2015 WW-14 Not Used WW-15 Typical Flow Line Channels Detail 04/2006 WW-16 Double Sewer Clean-out Detail 05/2009 WW-17 Telemetry Antenna Mount Detail 08/2008 WW-18 Grease Interceptor 08/2008 WW-18A Grease Interceptor Tables 04/2006 COLLIER COUNTY TABLE OF CONTENTS UTILITIES DETAIL DRAWINGS Page 3 of 3 UNDISTURBED AREA I TRENCH UNDISTURBED AREA LIMITS i:_--./ may ‘.0 �Y_ k/ \Y V V Y/ i V ti - -'"�—f WHERE ANY TRENCH OCCURS IN i``` AN UNSURFACED AREA, THE TRENCH BACKFILL IN COMPACTED THIRD STAGE OF BACKFILLING MAXIMUM 12" LIFTS TO A 98% SHALL EXTEND TO THE FINISHED REQUIRED DENSITY GRADE. —THIRD STAGE 0 I _, SECOND STAGE TRENCH BACKFILL TO LEVEL OF V �IPE ONE FOOT ABOVE TOP OF PIPE IN J 6" COMPACTION LIFTS FIRST STAGE 7----PIPE BEDDING (SEE NOTE 2) 1'-0" OUTSIDE 1'-0" [MINIMUM DIAMETER MINIMUM NOTES: 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL. REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A 6" PIPE BEDDING SHALL BE USED. UNPAVED AREA TRENCH BACKFILL DETAIL NTS #"--::\ G- 1 i � ? REVISED: APRIL 2006 FOR ROADWAY AND BASE RESTORATION DETAILS, REFER TO THE COLLIER COUNTY RIGHT OF WAY HANDBOOK. /////////////////////////// \—THIRD STAGE 0 --SECOND STAGE TRENCH BACKFILL IN COMPACTED MAXIMUM 12" LIFTS TO A 98% REQUIRED DENSITY Ip pE FIRST STAGE TRENCH BACKFILL TO LEVEL OF ONE FOOT ABOVE TOP OF PIPE IN x;;.•'< �—PIPE BEDDING 6" COMPACTION LIFTS LINIMUM — (SEE NOTE 2) 1'-0" OUTSIDE 1'-0" DIAMETER MINIMUM NOTES: 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A 6" PIPE BEDDING SHALL BE USED. REVISION DATE: SHEET NO. PAVED AREA TRENCH RESTORATION JULY 2018 DETAIL Colter* County G-2 FOR PRIVATE ROADS NTS Public Utilities Division '� `� FOR ROADWAY AND BASE RESTORATION DETAILS, REFER TO THE COLLIER COUNTY RIGHT OF WAY HANDBOOK. ---1 ae 4 4Aa 9 d dA I e • a� 4 d d ° Fe STEEL PIPE CASING IF UTILITY ° PIPE IS NOT HDPE•<. a° (SEE STANDARD DETAIL G-5) ° FLOWABLE FILL FLORIDA a UTILITY PIPE D.O.T. SECTION 121 ° STANDARD SPECIFICATIONS. COMPACTED GRANULAR MATERIAL TRENCH WIDTH VARIES* *TRENCH WIDTH = PIPE OUTSIDE DIAMETER PLUS 2 FEET NOTES: 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL. REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. ALL PIPES SHALL BE CONSTURCTED WITIHN A STEEL CASING PIPE IF INSTALLED ON A ROAD TO BE WIDENED, UNLESS THE UTILITY PIPE IS HDPE. STATE ROAD, MAJOR COUNTY ROAD, AND REVISION DATE: SHEET NO. JULY 2018 NUMBERED COUNTY ROAD FLOWABLE FILL co C,014nty G-2A ROAD AND TRENCH RESTORATION Public Utilities Division NTS CO) FOR ROADWAY AND BASE RESTORATION DETAILS, REFER TO THE COLLIER COUNTY RIGHT OF WAY HANDBOOK. //////// /////////////////////////// \\\\\ ii iiiii•i i iiii iii iii ii ii ii ii= P��••�������������••��•�•���•_•,•,•,•••••• TRENCH BACKFILLED IN ♦♦♦♦♦♦♦♦♦♦♦Q♦♦♦♦♦♦♦♦ ��•�•�•�•������••�•�• 9" COMPACTED LIFTS ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• •♦♦♦♦♦♦♦♦♦♦♦♦♦c♦♦♦♦♦ 98% DENSITY REQUIRED. ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i `�♦♦♦♦♦♦♦♦♦♦♦•i�0 MINIMUM OF ONE (1) TEST UTILITY PIPE ♦,•♦.••. ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ REQUIRED PER LIFT PER LANE (MINIMUM LBR 40) COMPACTED GRANULAR MATERIAL TRENCH BACKFILLED TO LEVEL ONE (1) ••••......•••••• ••••••..••••••••...... FOOT ABOVE PIPE CABLE, OR CONDUIT IN 6" COMPACTED LIFTS TRENCH WIDTH VARIES* *TRENCH WIDTH = PIPE OUTSIDE DIAMETER PLUS 2 FEET NOTES: 1. ALL MODIFIED PROCTOR AND DENSITY TESTS SHALL BE TAKEN BY A CERTIFIED LABORATORY. 2. ALL TESTS SHALL BE COMPLETED AND SHALL MEET MINIMUM DENSITY REQUIREMENTS PRIOR TO ADDITIONAL BACKFILLING. 3. RIGHT—OF—WAY PERMIT STIPULATIONS OVERRIDE THIS DETAIL WHERE TRENCH IS LOCATED WITHIN A COUNTY RIGHT—OF—WAY. 4. ASPHALT PATCH AND TAPERS MUST BE FLUSH WITH ADJACENT ASPHALT AND CURBING. ROAD AND TRENCH RESTORATION REVISION DATE: SHEET NO. JULY 2018 FOR LOCAL ROADS Cotter' o leer County G-2 B NTS Public Utilities Division / ��.\1\-\��\;\\� �\\\%�\\\-�\..\\�-\ --II, \\\%\\\�\\\\\�\\\\\\�\�\ ; �c c\�\\�,'\—\\\��1��% WATER MAIN O 6' WATER MAIN ` MINIMUM �^ COVER 0 6' CO 10' MINIMUM SEPARATION FOR SANITARY SEWER, STORM SEWER OR FORCE MAIN N-18" MINIMUM r 5' MINIMUM SEPARATION FOR IRRIGATION MAIN SEPARATION 4\___ SANITARY SEWER, STORM SEWER, IRRIGATION MAIN AND FORCE MAIN NOTES: 1. WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER, NON-POTABLE IRRIGATION MAINS, AND FORCE MAINS BY A MINIMUM CLEAR VERTICAL DISTANCE OF 18 INCHES MEASURED BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE. THE 18 INCHES MINIMUM VERTICAL SEPARATION DISTANCE DOES NOT APPLY TO SEPARATIONS OF SEWER LATERALS AND POTABLE WATER MAIN PIPELINE INSTALLATIONS. ALSO, WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER AND FORCE MAINS BY 10 FEET AND FROM IRRIGATION MAINS BY 5 FEET MEASURED HORIZONTALLY BETWEEN OUTSIDE OF PIPES. 2. ALL CROSSINGS WITH VERTICAL CLEARANCE LESS THAN 18 INCHES SHALL REQUIRE SUBMISSION AND APPROVAL OF A DEVIATION. IF A DEVIATION IS SUBMITTED, THE FOLLOWING MINIMUM STIPULATIONS APPLY: THE CROSSING SHALL BE MADE USING A FULL LENGTH OF THICKNESS CLASS 200 (DR14) AWWA C-900 PVC OR CLASS 235 (DR18) AWWA C-905 PVC PIPE CENTERED ON THE CROSSING. 3. 18 INCHES CLEAR DISTANCE SHALL NOT BE REDUCED IN CASES WHERE WATER CROSSES UNDER SEWER LINE. 4. WATER MAINS, SANITARY SEWER, STORM SEWER, AND NON-POTABLE IRRIGATION MAINS SHALL BE IN SEPARATE TRENCHES. 5. WATER MAINS CROSSING ANY TYPE OF SANITARY SEWER, INCLUDING FORCE MAIN, OR STORM SEWER SHALL HAVE THE ONE FULL LENGTH OF WATER MAIN CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THAT THE WATER JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAC, AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRSSURE-TYPE SANITARY SEWERS, FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610. 6. IF THE VERTICAL SEPARATION BETWEEN GRAVITY SANITARY SEWER AND STORMWATER LINES IS LESS THAN 18 INCHES, THEN 57 STONE SHALL BE UTILIZED BETWEEN THE TWO LINES. 7. SEE SECTION 1- DESIGN CRITERIA FOR ADDITIONAL REQUIREMENTS. REVISION DATE: SHEET NO. PIPE SEPARATION DETAIL JULY 2018 Co ier County G-3 NTS Public Utilities Division O i SEE THRUST BLOCK DETAIL FOR EXISTING A/C PIPE LENGTH AS / REQUIRED TO ACHIEVE CLEARANCE ITEM IN CONFLICT r: ,.::. r EXISTING A/C PIPE 118 MINIMUM N 1 i INIk ,„,,,,,.. ;-.3.„ - :\-1. CONCRETE QUANTITY TO / I ":A\ktri\_. ACHIEVE WEIGHT TO WITHSTAND // UNDISTURBED SOIL FORCE OF PIPE MEGALUG FITTINGS 45' (TYP) EXISTING A/C PIPE - HEADWALL RESTRAIN LENGTH (SEE FIGURE G-10) (BOTH SIDES OF ALL FITTINGS) ITEM IN CONFLICT RESTRAINED JOINT LENGTH AS ai REQUIRED TO iie,N, ACHIEVE CLEARANCE i a -,.. NEW & EXISTING PIPE - RESTRAINED JOINT NOTES 1. SEE SECTION 1 - DESIGN CRITERIA FOR AIR RELEASE VALVE REQUIREMENTS. PIPE CONFLICT DETAILS NTS G-4 REVISED: APRIL 2006 GPO ASPHALTIC PAVEMENT LIMEROCK BASE STABILIZED SUBGRADE SWIALE ti` rfS 0 Z W Z SEAL END WITH n M CARRIER PIPE A LA I LaBRICK AND MORTAR PIPE CASING OR RUBBER SEAL (TYPICAL) ��NI =11��i CASING END SEAL LP-- A NOTES: CASING SPACER (SEE COUNTY 1. UNDERGROUND CROSSINGS REQUIRE A MINIMUM VERTICAL APPROVED PRODUCT UST, CLEARANCE OF 48" BELOW PAVEMENT SURFACE FOR APPENDIX F) FREEWAYS, 36" FOR OTHER HIGHWAYS AND SUBAQUEOUS CROSSINGS OR 30" BELOW UNPAVED GROUND INCLUDING DITCH GRADE PER FLORIDA D.O.T. 2. SEE TECHNICAL SPECIFICATIONS FOR CARRIER PIPE AND CASING PIPE REQUIREMENTS. / PIPE CASING STAINLESS STEEL SPACERS: /`�� 4 CARRIER PIPE 1. SPACERS SHALL BE BOLT-ON STYLE WITH A TWO PIECE ���� SOLID SHELL MADE FROM T-304 STAINLESS STEEL OF A �-�-� 1 MINIMUM 14 GAUGE THICKNESS. THE SHELL SHALL BE ir, -•-��1 CASING SPACER (SEE COUNTY LINED WITH A RIBBED PVC SHEET OF A 0.090" THICKNESS ��� APPROVED PRODUCT UST, THAT OVERLAPS THE EDGES. RUNNERS MADE FROM UHMW �4 �`` APPENDIX F) POLYMER SHALL BE ATTACHED TO RISERS AT APPROPRIATE �----- POSITIONS TO PROPERLY LOCATE THE CARRIER WITHIN THE CASING AND TO EASE INSTALLATION. RISERS SHALL BE MADE FROM T-304 STAINLESS STEEL OF A MINIMUM SECTION A-A 14 GAUGE THICKNESS AND SHALL BE ATTACHED TO THE SHELL BY MIG WELDING. ALL WELDS SHALL BE FULLY PASSIVATED. ALL FASTENERS SHALL BE MADE FROM T-304 STAINLESS STEEL CASING SPACERS (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F). RUNNER PLACEMENT OF SPACERS ON CARRIER PIPE: RIBBED FLANGE 1111411111111411101, 1. GENERAL - ONE SPACER SHALL BE PLACED NOT MORE THAN TWO FEET FROM EACH END OF CASING. SUBSEQUENT SPACERS SHALL BE PLACED AT 6' TO 10' INTERVALS Mir WITHIN THE CASING, OR IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. LINER -��r0 SHELL 2. PVC CARRIER - ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL WHEN THE JOINT IS SPACER COMPLETE, THE SPACER SHALL BE IN CONTACT WITH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT AND REUEVES COMPRESSION WITHIN THE JOINT. SUBSEQUENT SPACERS SHALL BE PLACED AT 6' TO 10' INTERVALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STANDARD NUMBER OF RUNNERS REQUIRED CARRIER PIPE: UP TO 14" CARRIER PIPE - 4 REQUIRED 1. CARRIER PIPE SHALL BE CENTERED WITHIN CASING BY USE OVER 14" THROUGH 36" CARRIER PIPE - 6 REQUIRED OF STAINLESS STEEL CASING SPACERS (SEE COUNTY OVER 36" THROUGH 48" CARRIER PIPE - 7 REQUIRED APPROVED PRODUCT LIST, APPENDIX F). JACK AND BORE DETAIL G-5 NTS REVISED: AUGUST 200 t• r) 1 900Z 1Ibd`d :43SIA3L1 9 -0 ® i 73 � Nom9tq- ..ru z �m ��0 m II7 „sr, r • -Ar,t co r J co. co. N N N ® z I 0 �r7 _ ; o0I C p' Y. O f 0 IL' 0 Q 0 Z r�* m • Q x E Col C ° rn ° 9 ® z _ co ; o I z - y -p ITS,•- , N W N N O O ® C Z N s . 1 m M xi r- Om 30" MINIMUM .A O N W LI ® — 1 m n m o o rn xi 71 rn rn 4t W D I I m o. I ® c I— o o m TRENCH WIDTH -r7 § AT TOP OF PIPE O mK m DTI N N N N N C2,m Q x pox z n ®MINIM M m ®MINIMUM 0 zz-0 a. I ka, __ vffTl q . .p p , I p . 0 p p o on p A p -r'IC Q • v Z Z y •"p Z o IQ N x m 8 cn x N GPO 18" x 18" x 6" CONCRETE COLLAR -\ - r 2" SCH 80 PVC PIPE W/ ° '. ' • • THREADED CAP, FLUSH WITH ••' 0 a d° . 'e ♦° CONCRETE PAD (WHEN TRACER ." SPECIFY LETTERING WIRE IS PROVIDED) AS "IRR", "SEWER", OR "WATER ° DEPENDING ON USE 2" MIN FROM EDGE OF SLAB •° �d °4 . e. d ''4. d° PLAN VIEW PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR (WASTEWATER ONLY) 16" MAIN SIZE OF MAIN OR BYPASS 51 TURNS TO- NUMBER OF TURNS TO OPEN OPEN - C CW- DIRECTION TO TURN TO OPEN DARLING COVALVE MANUFACTURER 1994- YEAR VALVE INSTALLED NON PAVED AREAS PAVED AREAS PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR 18" x 18" x 6" CONCRETE COLLAR FINISHED GRADE FINISHED PAVEMENT 2" SCH 80 PVC PIPE WITH I114ta•• ••••• •• ••• •• THREADED CAP (FOR �ekokii " gogdgi DIRECTIONAL DRILLS ONLY) - P..- _ ,/i D Z `V,, o �, TWO PIECE CAST IRON VALVE ") BOX WITH DR 18 PVC PIPE I EXTENSION IF NEEDED (C-900 -_ DR 14 PVC PIPE IN PAVED AREAS). VALVE BOX OR PIPE SHALL NOT BEAR ON VALVE 1111� II OR PRESSURE MAIN IIIIIMMMIIIINII PRESSURE MAIN (2) TRACER WIRES, TERMINATE INSIDE ALL VALVES USED IN WATER DISTRIBUTION 2" SCH 80 PVC (WHEN PROVIDED, SYSTEMS SHALL BE OF THE RESILIENT SEAT SEE SECTION 330523.13) TYPE IN ACCORDANCE WITH AWWA C-515 REVISION DATE: SHEET NO. TYPICAL VALVE JULY 2018 SETTING DETAIL Cotter' ° ye County G-7 NTS Public Utilities Division G0') EDGE OF PAVEMENT LIMITS OF BORE WALL VALVE (TYP) ARV-No 1 20' MAX.(BOTH SIDES) EXISTING UTILITY EXISTING RIGHT-OF-WAY 5 - EXISTING RIGHT-OF-WAY MINIMUM MAINTAIN MIN. BEND RADIUS OF 100X O.D. WITHIN 5X O.D. OF A PLAN V25XE OR FITTING AND O.D. ELSEWHERE. HORIZONTAL MINIMUM CLEARANCES OR PROVIDE A BEND (TYP). LENGTH OF HDD ARV PAVED ROADWAY SURFACE STANDARD EXISTING UTILITY TRENCH DEPTH Z 1 FLOW-� MINIMUM CLEARANCE- PER PIPELINE SEPARATION CRITERIA IN SECTION 1, DESIGN LIMITS OF BORE WALL CRITERIA MANUAL PROFILE VERTICAL MINIMUM CLEARANCES HDD INSTALLATION NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE COLLIER COUNTY UTILITIES 4. ALL CONSTRUCTION MATERIALS, INCLUDING DRILLING FLUID, TECHNICAL SPECIFICATION SECTION 330523.13. SHALL BE REMOVED FROM THE SITE PRIOR TO RESTORATION OF DISTURBED AREAS. 2. ALL HDD INSTALLATION ACTIVES SHALL BE IN ACCORDANCE WITH THE FLORIDA D.O.T. UTILITY ACCOMMODATIONS MANUAL AND THE COLLIER COUNTY UTILITIES 5. PLACE ARV ON UPSTREAM SIDE. WHEN BIDIRECTIONAL FLOW STANDARDS. CONDITIONS EXIST, AN ARV WILL BE REQUIRED AT EACH END OF THE HDD. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED AGENCIES AND COORDINATION WITH ALL UTILITIES PRIOR TO CONSTRUCTION. 6. VALVES SHALL BE INSTALLED A MAXIMUM OF 20' FROM THE END OF ALL DIRECTIONAL DRILLS. TYPICAL HORIZONTAL DIRECTIONAL JULY 2018 ClET NO. DRILL (HDD) UNDER A ROADWAY ollier county G-8 Public Utilities Division NTS MAINTAIN MIN. BEND RADIUS OF 100X O.D. WITHIN 5X O.D. OF A VALVE OR FITTING AND 25X O.D. ELSEWHERE. OR PROVIDE A BEND (TYP). 20' —MAXIMUM LENGTH OF HDD - (TYP) ARV, WARNING WARNINGSIGN SIGN (TYP.) III���III I STANDARD TRENCH „DEPTH WATERCOURSE �(i 3' MINIMUM FLOW 1111110. HDPE CARRIER VALVE (TYP) PIPE LIMITS OF HDD ALIGNMENT PROFILE HDD INSTALLATION NOTES: 1. PROVIDE VALVES AT BOTH ENDS OF SUBAQUEOUS CROSSING. FOR WATERMAIN CROSSINGS, TWO 1" SERVICE TAPS AND SADDLES SHALL BE PROVIDED ON BOTH SIDES OF THE VALVE CLOSEST TO THE WATER SUPPLY AND TERMINATED INTO A METER BOX. SEE DETAIL G-9A. 2. PLACE ARV ON UPSTREAM SIDE. WHEN BIDIRECTIONAL FLOW CONDITIONS EXIST, AN ARV WILL BE REQUIRED AT EACH END OF THE HDD. 3. ALL SUBAQUEOUS CROSSINGS SHALL BE DISCUSSED AT A PLAN PRE—SUBMITTAL CONFERENCE WITH REPRESENTATIVES OF THE WATER OR WASTEWATER DEPARTMENTS. SUBAQUEOUS WATER MAINS SHALL REQUIRE APPROVAL BY THE WATER OR WASTEWATER DEPARTMENT. 4. WARNING SIGNS SHALL BE PLACED ALONG BANKS OF WATERWAY TO CLEARLY IDENTIFY SUBAQUEOUS CROSSING. SIGNS SHALL INDICATE TYPE OF PIPELINE AND DEPTH OF PIPELINE BELOW BOTTOM OF WATER BODY. 5. VALVES SHALL BE INSTALLED WITHIN 20' OF THE END OF ALL DIRECTIONAL DRILLS. 6. DEPTH OF COVER BENEATH THE WATERCOURSE SHALL BE A MINIMUM OF 3' OR AS REQUIRED BY ACOE, SFWMD, OR OTHER APPLICABLE REGULATORY AGENCY. TYPICAL SUBAQUEOUS HORIZONTAL JULY 2018 � SHEET No. DIRECTIONAL DRILL (HDD) Collier C°ulhty G-9 NTS Public Utilities Division 20 SUBAQUEOUS DIRECTIONAL DRILL MAXIMUM (WATER MAIN) (TYP) WARNING WARNING ARV, f SIGN L�f SIGN ____7.--(._\_,„_i,„_,_____,.. -_ WATERCOURSE r -1, _ 3' MINIMUM // 1 FLOW \\ __---- -- ____ — 1 �, I ��,\ LIMITS OF HDD ALIGNMENT I ,, 1 \,�� PROFILE HDPE CARRIER PIPE I ..-.\ NOTES: 1 , I � 1. WHERE BI-DIRECTIONAL FLOW �--, DOES NOT OCCUR PLACE LEAK 1 ,,, DETECTION ASSEMBLY AT 1 ,, UPSTREAM VALVE LOCATION AS � I .. SHOWN. 1 ,.. 2. PLACE METER BOX AS FAR FROM NEARBY ROADWAY AS I 1 �\ PRACTICABLE. I �� I \� I \1 � I- \ '1 PROVIDE A 3" DIAMETER BRASS DISC v ANCHORED IN CONCRETE COLLAR 18" x 18" x 6" CONCRETE COLLAR FINISHED GRADE /4- w ��v - v v 1" CURB STOP g�_a \1 1 1 J 1" DR 9 HDPE TUBING, 2 TERMINATE IN METER Z BOX f 1 � 2( TWO PIECE CAST D IRON VALVE BOX 'o (SEE DETAIL G-7) 1" CORP. VALVE (TYP•) — — — . . I lam-. — — �e \—WATER MAIN AWWA C515 MECHANICAL 1" DOUBLE STRAP BRASS JOINT GATE VALVE SERVICE SADDLE (TYP) L SUBAQUEOUS WATER MAIN VALVE JULY 2018 SHEET NO. DETAIL Colter County G-9A���� NTS Public Utilities Division „~\ GP /1 a PIPE RESTRAINED PIPE LENGTH IN FEET (1) SIZE HORIZONTAL BENDS DEAD 45' IN 90' i 22-1/2' 11 -1/4' ENDS VERTICAL BENDS INCHES (2 UPPER LOWER 52 55 63 77 84 100 1050 1161 1471 1580 17 8 218 90 30 24 96 40 19 10 253 105 35 30 112 47 22 11 303 125 41 36 127 53 25 13 350 145 47 PIPE RESTRAINED PIPE LENGTH SIZE IN FEET (1) IN INCHES TEE (3) REDUCER (4) 6 x 4 0 40 6x6 34 8x4 0 72 8 x 8 55 NOTES: 10 x 6 3 74 10 x 10 75 1. RESTRAIN ALL PIPE JOINTS WITHIN THE DISTANCE 12 x 4 0 122 SHOWN ON THE TABLES MEASURED FROM THE POINT 12 x 8 31 75 OF CONNECTION. 12 x 12 95 16 x 6 0 153 2. ISOLATION VALVES SHALL BE TREATED AS DEAD ENDS. 16 x 10 44 107 WITH RESTRAINT ON BOTH SIDES OF THE VALVE. 16 x 16 134 18 x 8 0 157 3. RESTRAINT IS FOR BRANCH OF TEE. IF BRANCH SIZE 18 x 12 68 108 IS NOT ON TABLE, USE NEXT LARGEST BRANCH. 18 x 18 152 20 x 10 20 161 4. RESTRAINT IS FOR LARGE DIAMETER SIDE OF 20 x 16 120 77 REDUCER. IF REDUCER SIZE IS NOT ON TABLE, USE 20 x 20 170 NEXT SMALLER REDUCER (SMALL END). 24 x 12 37 187 24 x 18 132 109 5. THIS SCHEDULE IS TO BE USED FOR DUCTILE IRON 24 x 24 204 AND PVC PIPE. 30 x 16 78 213 30 x 20 138 165 30 x 30 252 36 x 18 84 259 36 x 24 170 191 36 x 36 298 PIPE RESTRAINT SCHEDULE G- 10 NTS REVISED: APRIL 2006 UV RESISTANT PLASTIC SLEEVE, _j^ SAFETY YELLOW IN COLOR. 6' DIAMETER DUCTILE IRON PIPE FILLED WITH CONCRETE.-\\N o I a SLOPE CONCRETE FROM 1" ABOVE FINISHED GRADE GROUND LEVEL STANDARDS SPECIFICATION 033100 X •c .d. /\\/ 'UNDISTURBED SOIL �j< a.• OINMU 1�/\ f t •n d L /. 1,-10' MINIMUM - DIAMETER REVISION DATE: SHEET NO. VEHICULAR GUARD POST DETAIL JULY 2018 Colter* County G- 1 1 NTS Public Utilities Division GPI TOP ACCESS PLATE STRAINER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) 1" ARI D-040 COMBINATION AIR VALVE ELECTROMAGNETIC METER (SEE COUNTY ON 1" STAINLESS STEEL TEE WITH APPROVED PRODUCT LIST, APPENDIX F). TWO (2) STAINLESS STEEL BALL SEE NOTE 7 VALVES DI xPIPE TO BE RISING STEM GATE VALVE (SEE SIZ DGFROMGMEETER SPECS COUNTY APPROVED PRODUCT SWING CHECK VALVE (SEE UST, APPENDIX F) COUNTY APPROVED PRODUCT LIST, APPENDIX F) 11 TEE/WYE (ADD FILLER FLG. AS REQUIRED) 45'/90' BEND/FIG 1IlR "' _ 3" STAINLESS STEEL BALL VALVE 7 II1��I�II III II1111117II L 3"CHAIN"AND KL wn OCK E. - 7....„,..„,.....--DI PIPE FINISH GRADE— 5 2 cc, 12" MINIMUM I o o h. ABOVE SLAB 30" J ��`��` • MINIMUM '\Al%%%1�N N A BELOW 1�����������se�s'�*' GRADE DI PIPE eN ./.��.��``��.� p 45'/90' ��[ 0 < BEND/ �I1 IQ ADJUSTABLE STAINLESS STEEL RMJ FROM FRO 1Q WATERAN UNE PIPE SUPPORT STANDS AS REQUIRED, ANCHOR TO PAD (TYP) 4' WIDE x 6" THICK CONCRETE SLAB 45"/90" BEND/RMJ CENTERED BELOW ASSEMBLY; 6" x 6" CUSTOMER MAINTAINED NOTES: 10/10 WELDED WIRE MESH ISOLATION VALVE 1. ALL ABOVE GROUND PIPE SHALL BE PAINTED PANTONE PURPLE 522—C. 2. ALL ABOVE GROUND PIPES WILL BE FLANGED END. ALL NUTS & BOLTS SHALL BE STAINLESS STEEL 3. (4) VEHICULAR GUARD POSTS TO BE INSTALLED AROUND METER. SUBMIT FOR REVIEW AND APPROVAL. CONFIGURATION TO BE ILLUSTRATED ON CONSTRUCTION DOCUMENTS. 4. ALL PLANTING SHALL BE A MINIMUM OF 3' FROM EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING. 5. ALL PIPES UNDER 3" SHALL BE BRASS. 6. METER ASSEMBLY SHALL BE LOCATED WITHIN C.U.E. 7. USE 45—DEGREE BENDS WHERE POSSIBLE. SION STANDARD IRRIGATION WATER NON-TELEMETRY RJULY 20188E SHEET NO. METER ASSEMBLY 3" AND LARGER Cater County N P- 1 N I S Public Utilities Division GPO DUCTILE IRON TAPPING SADDLE WITH IROW LINE GALVANIZED STRAPS / 1-1/2" CORPORATION STOP METER BOX (TYP) 1 I 1-1/2" POLY-TUBING I -- IRRIGATION � 1 �LOT LINE 1= l:0.-'.Ka LOT CORNER - - - -- PROPERTY PIN I SERVICE WYE 1111 (SEE COUNTY - IRRIGATION APPROVED PRODUCT LIST, I <<���J APPENDIX F) I CURB STOP CUSTOMER'S 1" POLY-TUBING GATE VALVE CUSTOMER'S METER IRRIGATION MAIN MULTI-SERVICE CONNECTIONS PLACE CURB STOP AND METER BOX WILL ONLY BE ALLOWED SERVICE INSIDE LOT UNE AT LOT CORNERS. FOR TWO SINGLE FAMILY LOTS MULTIPLE METER SERVICE CONNECTIONS ROW LINE FINISHED GRADE ASPHALT PAVING CONCRETE SIDEWALK \ Es \ \ \ \ 18 \ o iziz /,/` MINIMU K\ „\x\ A\x\x\/,\ \/\/.COVER `'D 4" SCH 40 PVC CONDUIT / \\ /I \ 2 ■■■■■lEr --- / N / \ •��.�� / \ �: DUCTILE IRON TAPPING / -- \ IRRIGATION MAIN SADDLEP WITH GALVANIZED / / \ \ / / N \ NOTES: / // METER BOX \\ 1. Y CONNECTORS (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) SHALL BE USED / GATE VALVE \\ FOR MULTI-SERVICE. SUCCESSIVE TAPS INTO IRRIGATION MAIN WILL BE NO CLOSER / AMR METER \ THAN 24" APART. , , , , WYE STRAINER r r\ 2. ALL CASING PIPE SHALL EXTEND A MINIMUM OF 5' BEYOND THE EDGE OF CURB STOP �` I PAVEMENT, WITH A CASING DIAMETER TO BE NO LESS THAN 3". CONDUIT SHALL i l� BE MARKED WITH AN ELECTRONIC MARKER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F). 3. TAPPING SADDLE, CORPORATION STOP, POLY TUBING, CURB STOP, AND METER L- - - J I BOXES SHALL BE INSTALLED BY UNDERGROUND UTILITY CONTRACTOR AT THE TIME OF IRRIGATION MAIN INSTALLATION. \ / 4. MATERIAL SPECIFICATIONS: \ BY CUSTOMER / A. TAPPING SADDLES SHALL BE DUCTILE DOUBLE STRAP OR BRASS DOUBLE STRAP / (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F). MINIMUM SADDLE SIZE 1-1/2".\N. / B. CORPORATION STOPS (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) SHALL BE "' // BALL TYPE AND MADE OF RED BRASS. OUTLET SHALL BE COMPRESSION TYPE POLYETHYLENE - ------- TUBE. COMPRESSION INSERT SHALL BE STAINLESS STEEL C. CURB STOPS (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) SHALL BE BALL TYPE AND MADE OF RED BRASS. INLET SHALL BE COMPRESSION JOINT. OUTLET SHALL BE SWIVEL NUT FOR METER CONNECTION. D. AUTOMATIC METER READER (AMR) METER BOXES (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) SHALL HAVE CAST IRON READ LID. TYPICAL IRRIGATION SERVICE METER SETTING DETAIL N P-2 FOR CONNECTION TO IRRIGATION MAIN NTS REVISED: MAY 2009 GPO PEDESTAL HOUSING (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) STAINLESS STEEL POST WITH STAINLESS STEEL HARDWARE AND STAINLESS STEEL LOCKING PROVIDE SCREENED, DOWNWARD— HASP WITH BRASS LOCK (KEYED FACING PVC BEND IN FOR COLLIER COUNTY) ACCORDANCE WITH FAC 62-555 SECTION 320(21)(B) REQUIREMENT COMBINATION AIR RELEASE VALVE ` (SEE COUNTY APPROVED t PRODUCT LIST, APPENDIX F) t / ilk t SCHEDULE 80 NIPPLE z t I 1" BRASS CORPORATION STOP (SEE COUNTY APPROVED FINISH GRADE PRODUCT LIST, APPENDIX F) N �� WITH COUPLING AS NECESSARY s/j\j/\\j/\\j\�j/�� ] I\/�\�\j/\\j/\\j/\\j/ j//\i\\.\\/�\•\` v/,/s ® I \i\ \/ � � ] 1 iTIn _,o1 4:11 57 STONE �r t' � �, .. ! M % ? 6" MINIMUM /\ ►,/,INIMUM SLOPE I BRASS BEND (TYP) �� /\\\' 1" BRASS PIPE \,, \ 1 BRASS CORPORATION STOP / /' (SEE COUNTY APPROVED \\ �' �.� PRODUCT LIST, APPENDIX F) WITH COUPLING AS NECESSARY A 1" DOUBLE STRAP ;4; TAPPING SADDLE BRASS NON—POTABLE WATER MAIN RECLAIMED, RAW, AND SUPPLEMENTAL WATER AIR RELEASE VALVE DETAIL NTS NP-4 REVISED: MAY 2009 �Q, G 900Z 1IZIdV :03SIA3N rn ? W N 7. 0 m 1, ] —dN Z0 � �-m-{{ D0� 'DOOOz4' zrr m fF CO r iT1 r Gi 0r 1)C W- < 0Zr Zr -T (,,pi W 227 03mi-m 00> M03> r �5 r o> m n oD Dzrm Onm-00< OlT7 ZD * Occ Nm� rv)coc v)mm D 0 r�1 nx 0 -Z-iK Z N oo (n�mD woo Z3 -I M o CI- PI � U12 m>--1CG� rD0 Z0C (n 0 m m Z S D -fT1 p C r r Z P1 Z �1 r fn w T.r o D coi o ,D o 5zr O .r N • rC0 oZm0 mD- cm -oom Z gM 0 NCD r mD C��N DD V) P c) Z -I Z rn O mo m zZ mNOH mm1- N2 O Z 71D A o3 50ZO NCm Cyr (7 m C m0 m Ag 0 > �3 *o cm c-n-{{Hu,m p0 In 5-n zzD fTl N mw 0o E z O m r'i O m c 0 ` m ----4 — I L .•L < \ \ I Z I z I o' < ( . 1 T0 m m _I XI 3 ,1 3 3 3 XI > (n (n H "0 r �1 0 > > z Z m Z IT1 m O c > O O C r 0 C > M m r 0 r r 0 0 i j m < N 00 0 1' Z 3 3 Z MI m 0 m vmi A z 7/ y m D z Z Z 3 Z m m N r Z O 3 3 > > z DrN o "� o Z � -1 0 0 u c3 Z r r < N -1 C) m xi xi 0 C 0 c cn m 0 c) ;Z7 m -< -< D Z m Z m f3�1 m 0 w 0 z D > TI 73 0 D > H r - > r 0 :I7 ONp o z C) 0 m z 0 z r� m _ 0 { 0 z I I Z � 0 I- m D > D C 0 m m 0 Dip m c = r Z >� z m D r0 C 0 > 0 O m p m U x co Z I c 5 K - D > Or n m O m I m 0 U) O o x o c m 23 _< zr --1 C) H A O c 77 I Tl N z 1 HO O _1 0 z oI r n 0 A D M U) Z m m .....„.> Z -cn m+ m m r n N O � z m (1) II e ) k m r m n m O r0 -0H C 73 :V -I 00Z () m X) XI 3 D o N-1 U r o m D D C) y co Z m > D r' o m Z v 0 cm H N z > m0 N H A xz z CO 0 23m 0 0 C0 0 zm o N Z Z 00 0 0 P1 X o H Z 3 O > Z z7 x m 0 Os O O O KEYNOTES 1. OE DRIVEN GROUND ROD WITH INSPEC- O 8 .. O 0• �15 13 14 10. (2) #120+¶#712 GND IN 0.75"C. FOR TION TEST WELL (SEE DETAIL) (TYP). jai 120V MOV POWER " ` 1 l 1 2. #2 TINNED SOLID COPPER TO EQUIP- / 18 0-111 17 i6 11. 14 CONDUCTOR #14 CONTROL CABLE IN MENT/CABINETS ETC (TYP). U '� O 3' MIN. 1.25" C. cs '':Ihi(: Im: Q1110111 11li 4,'hh 311=1101h,E •1c l `I II:, 3. #2 TINNED BARE COPPER 12 12. ELECTROMAGNETIC FLOW METER WITH COUNTERPOISE LOOP GROUND (TYP). Q 4-20MA OUTPUT AND PULSE FLOW TOTALIZATION. 4. 60A, 240/120V, SINGLE PHASE SERVICE ENTRANCE RATED ENCLOSED BREAKER. `\' ik 13. FIBER-OPTIC CONTROL ENCLOSURE, 7/ 10 1 PLAN 1 O O AMERICAN PRODUCTS PRODUCT 5. PRESSURE TRANSMITTER (SEE COUNTY - #AM-462418-24RU. APPROVED PRODUCT LIST, APPENDIX F). 14. 2" CONDUIT FOR FIBER-OPTIC CABLE. 6. VALVE CONTROL AND RTU PANEL (VCP). PROVIDE STUB-UP FOR SPLICE. CABLE BY OTHERS. 7. 5 CONDUCTOR, #14 CONTROL CABLE IN FLOW CONTROL VALVE (SEE COUNTY 0.75"CONDUIT. APPROVED PRODUCTS LIST, APPENDIX F) 15. 1" CONDUIT FOR (8) CAT-5 ETHERNET CABLES. CABLE BY OTHERS. 8. RTU ANTENNA TOWER ONLY IF FIBER IS AIR RELEASE VALVE MOTOR ACTUATED WAFER NOT AVAILABLE. SEE DETAIL. (SEE COUNTY BUTTERFLY VALVE 16. 1" CONDUIT WITH #14 WIRE PAIR FOR 9. (2) PAIR #16 TSP INSTRUMENT CABLE APPROVED PRODUCT DI FLG x FLG PIPE POWER. IN 1"C. LIST, APPENDIX F) MINIMUM LENGTH 17. (2) #12 + #12 GND IN 0.75"C. FOR 6 x DIAMETER 120V FLOW METER POWER TOP ACCESS PLATE STRAINER (SEE COUNTY ELECTROMAGNETIC —12" SPOOL METER (SEE COUNTY PIECE 18. 1"C FOR COAXIAL CABLE. APPROVED PRODUCT LIST, APPENDIX F) APPROVED PRODUCT PRESSURE TRANSMITTER (SEE COUNTY LIST, APPENDIX F) RISING STEM GATE VALVE APPROVED PRODUCT LIST, APPENDIX F) 1 (SEE COUNTY APPROVED RISING STEM GATE VALVE (SEE COUNTY • °°_J ' PRODUCT LIST, APPENDIX F) APPROVED PRODUCT LIST, APPENDIX F) - •�'- 45' (WHERE POSSIBLE) /90' /FLG _ l 45' (WHERE POSSIBLE) /90' /FLG G�o� #II111II�II��II=II111II��11_II=I 1�1I.1I1 II%� fDl PIPE \F�O DI FLG x FLG PIPE % 12" SPOOL PIECE MINIMUM LENGTH 30" MINIMUM 2 x DIAMETER F GRADE BELOW GRADE \/\j/�� /���\ /.,., \ /\ / \ /y \ //.//, L • 45' (WHERE POSSIBLE) FROM IQ ADJUSTABLE STAINLESS STEEL 4 WIDE x 6" THICK CONCRETE SLAB /90' /RMJ WATER DI PIPE PIPE SUPPORT STANDS AS CENTERED BELOW ASSEMBLY 6" x 6" TRANSMISSION REQUIRED, ANCHOR TO PAD (Ti?) 10/10 WELDED WIRE MESH11111111 LINE - �Q ]]�� SEE APP. F FORla TO STORAGE AND SEE APP. F FOR 45' (WHERE POSSIBLE) /90' /RMJ ELEVATION RESTRAINING DEVICE RESTRAINING DEVICE REPUMP FACILITIES REVISION DATE: SHEET NO. 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J01 101 Iol Qt) O O 0 0 g ~ rA Si o wx^� O of ocz l �^ m WIREWAY r Pi 0 2, Oi a __ --TJ C [�7 X^ 0 �0 ron 4� 9 17 N i. m :i7 m I I � 11 i i i E g „ 2 4 rz I I F 4 z F. F. F. [�7 m O j D rD- m F�77 m ^ '�_ m ..4 a U1 (n N I '$ .. 40 19R S VAREWAY a ` J ' Y N JO 3 8 z WIREWAY i � /I II 1gIR11 D S 3 zP SSo 61 6i Y � Oc „II.: O ! HdH 1 P gII: 8 m m W y I I D S s-ue FUTURE EPANSE El pg �� st 4i i WIREWAY 0 N A 3 3� 35 3 O� V it 1-PRASE a 1159,SUPPLY - MIIIIIIIII _ (S( T2 M OR VALVE CONTROL/PLC TERMINAL CONNECOON POINTS FAULTED. LEGEND NOR �,T � n Ili i VILE 0-OPEN CONTACT fP� _-J STATUS m RIM C-CLOSE CONTACT • •M -C! ( I .(� CT-OPENING COL o-CLOSING COL War'jT r(COFE +-MECHANICAL INTERLOCK _5 ut(use CPT-CONTROL POKER TRANSFORMER TS.OL-LECTOR S OVERITCH(AO CONTACTS SS-SELECTOR SNITCH(LOCAL-OFF-REMOTE) CPT 0 _22 PB-PUSHBUTTON .. mM L_S nTmm Wu MR-MONITOR RELAY iN N 11 ZR-ZENER DIODE %L N • �T RED INDICATING LIGHT-n n- n P (1TMa7 9-0-A SELECTOR AMBER INDICATING LIGHT lOx Nn �"u' R91aAiNu G GREEN INDICATING ULIiT le im :. as s e c • - 80 .020 a0 \a:LJE `s ; 8 Xo� 300z"L"" NOTES • ,,F ❑ H ❑ VALVE ROSIRON LOCK T LO ) —Fl CLOSE wu OPOI p1 1) CONTACTS SHOWN: VALVE CLOSED; VOLTAGE OFF: S/S:HAND WC) ayPO OH Cl 0 41110, 0 CLOSE O01 2) CI CUSTOMER'HARES TO TERMINALS ON P'At AND TBM NODULES 507 p S W m1 • p Cl X 0 0 B1PA43 ml O N2CP INTERNAL TERMINAL INTERCONNECT HIRING POINTS t �P1 8• 9 n I1 l0 J • `OS 0 _ x x OPEN TAP — FIELD CONNECTED WRING BY OTHERS T y u X 0 0 3) TORQUE SWATCH(O.ED )'TC1-&-T01'NC CONTACTS OPEN, C` 53 15 TQ O O C5 0 x x AND(OO O)'TC2'&'T02'N.O.CONTACTS HAKE ON FIELD P • O -�1 �C I' U CA X 0 0 ADJUSTABLE MECHANICAL OVERLOAD IN (C)'LASE'OR IN (0) ( R a 01 X X$ 0 OPEN cat. OPEN'DIRECTON. 55 CONTACT x I♦ 1,11 a * • 02 0 0 x SPA55 TC1 4) FOR TORQUE SEATED VALVE: INSTALL G TO H STRAP ON LSM. TABLE t—L pp o tl I '-03 X X 0 CLOSE LAP 5) FOR MAINTAINED PB CONTROL REMOVE 5 TO a STRAPON IBM. Q9pERI�--OT�p1D��1.13 Z M 0 o X B) FOR REMOTE STOP PB OR RELAY: REMOVE F3 TO S STRAP ON 1BM. 5 17 •✓•-O O • �p 4 s--.,1 O• 5 �0 CL O5 X X 0 7) 0 Q C(22-31)REVERSING CONTACTOR NC INTERLOL(CONTACTS. Y O W U Op 0 0 x 0 d C(14-13)MOMENTARY PUSHBUTTON N.O.SEAL-IN CONTACTS. St % 0 0 le se 1e •5 • A1 0 4- X SPARE e) MOTOR THERMAL CONTACTS OPEN vATH EXCESSIVE TEMPERATURE. Y) POSITION INDICATOR PILOT UGHTS:LID SOLID-STATE 4 0 0 % O -p A2 % 0 SPARE L HA 'WEN"INDICATES: FULL OPEN REp 53 0 K x 0]IT 0 'a' X SPIRE ( ) 54 X X 0 52 Bx X 0 SPARE 'CLOSE'INDICATES` FULL CLOSET(GREEN) y x 00 MID-POSITION: BOTH'OPEN'AND'CLOSE'ILLUMINATED. 9e 0 0 % 5MEI 'PAR CO'AND'TORQUE'INDICATORS ARE ONLY MSIBLE WITH COVER ST XXO T�5< � M00 CONTROL 50161 IS BASED ON OM CONTROLS. OPEN FOR CONVENIENCE DURING MAINTENANCE PROCEDURES. n 501000 IS REMIXED MDIS SIMILAR. SEM SET VALVE TO FAIL IN PLACE ON LOSS Cr POWER. NORM MR SMOIXI5E UMW= 30101911 XI m 41I Ila mpo�I'—�IIIII Al a �'I—�heIII .,n, B 8 p W ( L�E1 O O. L�E1 L7 L1 0 L7 0 0 0 0 1 0 0 IT LB O 0 ❑ ❑ 19 O O l7 19 TR P TI S F3 1 00 %2 13 12 11 PL 50 51 52 53 2 3 4 5 e 7 B 0 10 14 15 22 23 24 25 2e 27 26 20 30 31 32 33 41 42 43 44 45 45 47 4B 1e 17 18 10 D 11--- L ji 3,3 I Li b N3 - na L4Ps p REUSE SYSTEM STANDARD SERVICE CONNECTIONS 01 OPEN/CLOSE VALVE SINGLE CONTROL PANEL SITE OPEN/CLOSED MOV CONTROL DIAGRAM RAIN GAUGE (SEE COUNTY APPROVED ■ PRODUCT LIST, APPENDIX F) NOT ' APPLICABLE FOR ALL REUSE CONNECTION SITES; ONLY AS DIRECTED BY COUNTY, REFER TO MOUNTING PLATE DETAIL I VARIESPROPOSED VALVE6" x 6" x 10 MINIMUM CONTROL PANEL PRECAST CONCRETE NEMA 3R SS 1 POST SERVICE ENCLOSED 8' MINIMUM RATED ENCLOSED 0 - 0 - STAINLESS STEEL BREAKER _ UT STRUT CHANNEL FPL APPROVED -O- SUPPORT. INSTALL METER SOCKET _ MAIN SERVICE WITH STAINLESS STEEL 0 SURGE 0 HARDWIRE LENGTH AS - SUPPRESSOR REQUIRED BY EQUIPMENT 6' MINIMUM SSN.(SEE COUNTY PAPPRO RODUCTOLIST, 4014V PlOW APPENDIX F) PVC SLEEVE AROUND SIDE VIEW CONDUIT FOR .[I. FINISH2 SOLID TINNE PROTECTION (TYPICAL) ;��� �� '�I� E / / iiij. • PROPOSED VALVE CONTROL PANEL NEMA 3R SS SERVICE e �_e ENTRANCE RATED MINIMUM CONCRETE ENCLOSED BREAKER Il 3000 PSI • IZ Z _� I �__, n UNDISTURBED SOIL / •-� 5/8"DIAMETERRxx 20'----' TYPICAL SCHEDULE 80 COPPERWELD GROUND PVC CONDUIT TO RTU FPL ROD OR CONTROL PANELPIPING APPROVED METER COUNTERPOISE ASSEMBLY - I I I 1 SOCKET SYSTEM FRONT VIEW SERVICE ENTRANCE RATED ENCLOSED CIRCUIT BREAKER— FPL APPROVED rVALVE CONTROL METER SOCKET 1I PANEL X7 J, ANTENNA TOWER M • .• •• --E<, -<� _ �E ,, D 7 + t- ' .1 , • c Fri VIEW cn REUSE SYSTEM STANDARD SERVICE CONNECTIONS BACK VIEW - \ S o OPEN/CLOSE VALVE SINGLE CONTROL PANEL SITE 03 ELECTRICAL EQUIPMENT ELEVATIONS NTS Gp'O 4"x 4" CONCRETE METER POST LEVEL TRANSDUCER TERMINAL CABINET SURGE SUPPRESSION MODULE (SEE COUNTY APPROVED PRODUCT UST, APPENDIX F) TYPE C �TAFF GAUGE UNITS C HATC H CAST BASIN IF! DETERMINED BY NGVD IRON GRATE BYVSURVEYHMARKTIE STRUCTURE 2 G GFINISH GRADE LAKE BANK COUNTERPOISE TYPE C CATCH BASIN 12' C900 PVC i--,,A- +=n=_ .j INTO PIPING WITH CAST IRON GRATE OR DUCITLE 11=11=11= rd�I=II=11. LAKE CONTROL ELEVATION ASSEMBLY E:L RON PIPE TO LAKE ._r. I (V-NOTCH ELEVATION) COUNTERPOISE M! 1 12" C900 PVC c� \/1 l lail ik /I OR DUCITLE ' - / IRON PIPE TO LAKE - -- 1 L1L1L1 j -' (2) PAIR #16 TSP INSTRUMENT CABLE STAFF AKE BOTTOM GAUGE J TO RTU CONTROL PANEL 2——- _ LEVEL TRANSDUCER TERMINAL CABINET TIE STRUCTURES G G COUNTERPOISE INTO PIPING ASSEMBLY LEVEL TRANSDUCER (SEE COUNTY COUNTERPOISE SYSTEM APPROVED PRODUCT LIST, APPENDIX F) m PLAN VIEW Q CROSS SECTION o Z n c c -I REUSE SYSTEM STANDARD SERVICE CONNECTIONS o OPEN/CLOSE VALVE SINGLE CONTROL PANEL SITE m LEVEL TRANSDUCER MOUNTING DETAILS NTS rPO MOUNT RAIN GAUGE TO TOP PLATE WITH (4) 1/4 x 20 STAINLESS STEEL MACHINE SCREWS 10" x 10" x 1/4" SURGE SUPPRESSION ALUMINUM PLATE MODULE (SEE COUNTY APPROVED PRODUCT / I/I LIST, APPENDIX F) SEALWELD x(1 /TYP 6" x 8"x 4" STAINLESS STEEL NEMA . 4" x 4" x 1 4 4X TERMINAL BLOCK CABINET ALUMINUM PLATE ALUMINUM PLATE MOUNTED TO U-STRUT SUPPORT ON , CONCRETE PAD AS CLOSE AS limm SEALWELD (TYP 4" x 4•' x 1/4" POSSIBLE TO FLOW METER MEME /. ALUMINUM PLATE %/f//////.J%%/f/////A & OWE I TERMINAL I WP CABLE STRIP �C• /w� CONNECTOR 5/8" x 4" J CONCRETE SENSOR CABLE AS ANCHOR 6" x 6" SHORT AS POSSIBLE (CONCRETEeir POST-VERTICAL M STRUCTURAL :M--- �:2, . SUPPORT RAIN GAUGE MOUNTING PLATE 11111 FL- OW IWI COVER THIS PORTION OUTER JACKET WITH SHRIN ;e�;� ,.- CONDUIT AND TUBING � FIE:, INSTRUMENT 1* CABLE TO OLS #2 CU SOLID - CABIINET WRAPPED SHIELD TINNED GREEN INSULATED WIRE AWG 18 CRIMPED SPLICE CONNECTOR I1 CU SOLID TINNED COVER THIS WIPORTIONTHSH RTo- OUTER JACKET f TUBING ._ #2 CU SOLID TINNED TO SHIELD --,, COUNTERPOISE SHRINK TUBING' SHIELD FLOW METER TRANSMITTER INSTALLATION DETAIL xi LUG (TYP)- SIGNAL LEADS `OUTER JACKET ( /! o z NOTE: SHIELD '. ki GROUNDED AT TERMINATION GROUND LEAD SHRINK TUBING REUSE SYSTEM c STANDARD SERVICE CONNECTIONS --I J TERMINATION OF SHIELDED OPEN/CLOSE VALVE cp o INSTRUMENT AND CONTROL CABLE SINGLE CONTROL PANEL SITE 0 ELECTRICAL DETAILS NiS GPO CAST IRON TOP COVER PROVIDE FLUSH ON GRADE TEST WELL HARGER LIGHTNING . PROTECTION COMPANY#362PVC FINISHED GRADE TEPELEIZER WARNING 2 18" I_I11 CADWELD TO TOP OF ROD 11 TI-161V OR NXI-161V TAPE ENTIRE LENGTH OF CONDUIT. 11�1 ��1. _1 1-17=-1-11- III 12" [—III III ( I _ i.F.1111111Lii #2 SOLID TINNED COPPER 1=1 1� MINIMUM�o 11 11 11 11 11 7111 OUNTERPOISE —III III I I I I I III ! I \ II 11= 30' MINIMUM _ v .� I (36' FOR s vvvvvt SERVICE a v o v v v v---2 CUBIC FEET CRUSHED ROCK CONDUCTORS) 1111fIJI111111.11 i61-11111a1= 5/8" DIAMETER x 20' COPPER 12" MINIMUM ENCASED STEEL GROUND ROD, SCHEDULE 80 PVC a THREE SECTION ROD CADWELDED TOGETHER. ..a id p =DRAWING SYMBOL SAND BACKFILL o 1 L -4 G a J UNDERGROUND CONDUIT INSTALLATION TYPICAL GROUND ROD INSTALLATION DETAIL rnz o � r CO REUSE SYSTEM STANDARD SERVICE CONNECTIONS o O OPEN/CLOSE VALVE SINGLE CONTROL PANEL SITE ELECTRICAL DETAILS NTS GPO 1" CONDUIT MOUNTED CONCRETE IN FRONT OF TOWER FOUNDATION TELEMETRY FREQUENCY LEG AS SHOWN IN REINFORCED AS DETERMINED BY THE COUNTY #4/0 COPPER CONDUIT DETAIL WITH GROUND WIRE 1" STRAIN RELIEF ON ANTENNA(SEE COUNTY APPROVED TOP OF STUBBED PRODUCT LIST, APPENDIX F) CONDUIT FOR COAXIAL TOWER GROUND CLAMP CABLE REINFINF ORCED #6 COPPER GROUND WIRE --� _ GROUND 10'-O" ( DETAIL #2 r I P LUG , �1 5" ," / �c A. // � � 1" PVC CONDUIT • SET DIRECTLY \' 4 IN FRONT OF RIGHT TOWER SECTION II TOWER LEG 7 GROUND ROD CONDUIT DETAIL TOP VIEW �, 30' 40' TOWER DETERMINED REINFORCED BONDED TO I IVIA PROPAGATION CONTROL PANEL GROUND GRID 1TT- TOWER SECTION �•� S TUDY.MARGIN,TOR DB FADE DETAIL #1 GROUNDING DETAIL A �� DIRECTED BY OWNER PROPOSED STREAMER II ��^^ ^ R. ARDING AIR TERMINAL `V I 0II GALVANIZED / ©\C) VIPIPE CAP / fCMINIMUM 10" PROPOSED BRONZE U-BOLT ® • DETAIL #1 I -, TYPE PIPE RAILING BASE ��r GD GROUND LEVEL II 6" •" j PROPOSED 1� 3' A + I II 1.25" RIGID MINIMUM HEATSHRINK COAXIAL / • 10' 0• ,'•�`h�' 2P0 CONTROL CONDUIT I CONNECTION HERE ^^ PANEL (SEE CO U' CONDUIT DETAIL) COAXIAL CABLE /O2 .0 SERVICE LOOP -- _ ANTENNA ' BAND-IT I `�==1 I CONCRETE BASE. SIZE TO BE DETERMINED BY STAINLESS�I 44 1 I G G G 20' x 5/8" LICENSED STRUCTURAL STEEL TIE COPPER — ENGINEER PER SOIL WRAP (TYP)WN I�t,I,I�I O \_,_, GROUND ROD CONDITIONS AND FLORIDA COAXIAL CABLE O BUILDING CODE WIND MAIN GROUNDING PLAN LOAD REQUIREMENTS CONDUCTOR ' ■ �',■ , 11500CM \ ,�, KEYNOTES: (SEE NOTE). CLASS II ilkPROPOSED STAND I A COPPER �,, 1. 20' DRIVEN GROUND ROD WITH INSPECTION NOTE: 1-9 OFF BRACKETS TEST WELL (SEE DETAIL) (TYP). TOWER/ANTENNA ASSEMBLY AND FOUNDATION 375#/1000' ,I 1 TYPICAL CONSTRUCTION MUST MEET CURRENT EDITION m z 2. #2 TINNED SOLID COPPER TO TOWER LEG FLORIDA BUILDING CODE WIND LOAD TYP). REQUIREMENTS FOR 140 MPH WIND ZONE. PROVIDE STRUCTURAL CERTIFICATION BY FLORIDA c DETAIL #2 TOWER TOP DETAIL 3. #2 TINNED BARE COPPER COUNTERPOISE LOOP GROUND (TYP). REGISTERED LICENSED PROFESSIONAL ENGINEER. cnri co REUSE SYSTEM STANDARD SERVICE CONNECTIONS TYPICAL POLE DETAIL o OPEN/CLOSE VALVE SINGLE CONTROL PANEL SITE co TYPICAL RTU ANTENNA TOWER DETAILS NTS GP' PAVED AREAS NON-PAVED AREAS MJ RETAINER GLAND MJ TAPPED CAP WITH RUBBER SEAL WITH HOSE BIBB 18" x 18" x 6" CONCRETE COLLAR EXTEND BLOWOFF 24" ABOVE FINISHED GRADE ,r' FINISHED PAVEMENT FINISHED GRADE • n. O 'O '0 '0 'O 'C �- LINE SIZE GATE VALVE \\ (SEE NOTE 2) VALVE BOX SHALL NOT BEAR ON VALVE OR WATER MAIN MJ RETAINER GLANDS (TYP) MJ 45' BEND WITH MJ RETAINER GLANDS (TYP) SIDE VIEW NOTES: 1. MJ TAPPED CAP WITH HOSE BIBB IS TO BE REMOVED AFTER INITIAL BACTERIOLOGICAL CLEARANCE AND PRIOR TO WATER MAIN ACCEPTANCE. 2. SEE TECHNICAL SPECIFICATIONS SECTION 331200 FOR GATE VALVE AND VALVE BOX REQUIREMENTS. 3. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. TEMPORARY BLOWOFF REVISION DATE: COLLIERCOUMY SHEET NO. MAY 2013 ASSEMBLY WITH BACTERIAL c° C°1414tYF'3-E. TAMIIL TRAIL SAMPLINGPOINT DETAIL NTS Public Utlaie$Divicon NAPLES. FLORIDA 34112 AUTOMATIC FLUSHING DEVICE (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) w z J AUTOMATIC 24" I 18" x 18" x 6" FLUSHING MINIMUM CONCRETE DEVICE BASE p COLLAR I I #57 STONE VALLEY 2" METER AND BOX 5 GUTTER (INSTALLED BY COUNTY) OR EDGE OF #57 STONE PAVEMENT 2" BRASS N 90' BEND ilia L�- 1'444 4�: .:�_ 6" MINIMUM f VALVE BOX SHALL NOT �� °' 1_,, �2" POLYETHYLENE BEAR ON VALVE OR24 WATER MAIN `V DIAMETER TUBING WATER MAIN\ 2" CURB STOP WITH VALVE BOX & COVER C , 2" POLYETHYLENE TUBING MEGALUG MJ RETAINER I GLANDS (TYP) LINE SIZE GATE VALVE MJ TAPPED CAP WITH 2" THREADED TAP NOTES: 1. PIPING SHALL BE INSTALLED UP TO 2" CURB STOP WITH VALVE BOX AND COVER AT TIME OF MAIN INSTALLATION. 2. AUTOMATIC FLUSHING DEVICE SHALL BE SHUT OFF UNTIL MAIN LINE HAS BEEN BACTERIOLOGICALLY TESTED. 3. SEE TECHNICAL SPECIFICATIONS SECTION 331200 FOR GATE VALVE AND VALVE BOX REQUIREMENTS. 4. AT TIME OF ACCEPTANCE, WATER DEPARTMENT WILL INSTALL 2" METER. 5. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. REVISION DATE: SHEET NO. AUTOMATIC WATER MAIN MAY 2013 COLLIER COUNTY FLUSHING DEVICE DETAIL �° ' ,,.M1,_er County 011 E. TTLIC AMIAMII TNRAAIIL W-2 %bile thirties DM Ocl NAPLES,FLORIDA 34112 NTS L CONTRACTOR SHALL CONTACT LOCAL FIRE DISTRICT FOR PAINT COLOR AND HYDRANT 2'-0" SPECIFICATIONS MINIMUM 18" x 18" x 6 RADIUS CONCRETE COLLAR 7 IGHT-OF-WAY 20'-0' MAX. I / I I LINE OR SIDEWALK CURB, GUTTER, 7, ,, MIN. O TRAFFIC OR EDGE OF ° BREAKAWAY PAVEMENT SEE PLANS MIN. 18', f FLANGE MAX. 22" I:: :�i %�i/•i/ i // --6" THICK x TWO PIECE CAST IRON VALVE �/.'s`7�, �/�\/''' } 24" SQUARE BOX WITH DR 18 PVC PIPE `�j, --,,,, , \ _ CONCRETE BREAK EXTENSION IF NEEDED \���;��; �j o SLAB WITH (C-900 DR 14 PVC PIPE '. 4 BARS AS IN PAVED AREAS). VALVE BOX REQUIRED OR PIPE SHALL NOT BEAR ON / VALVE OR WATER MAIN �L J ' L -SUPPLY WITHOUT WATER MAIN DRAIN OR PLUG HYDRANT TEE DRAIN OPENING OR HOT TAP BEFORE INSTALLATION DR 18 PVC PIPE (C-900 DR 14 MJ RETAINER GLANDS (TYP) PVC PIPE IN PAVED AREAS) NOTES: 1. HYDRANT MUST BE CURRENT YEAR MANUFACTURE AND YEAR OF MANUFACTURE MUST BE CAST ON BARREL. 2. ALL EXISTING MAINS WHERE FIRE HYDRANTS ARE TO BE INSTALLED SHALL BE HOT TAPPED. 3. TAPPING SADDLES MAY BE EITHER STAINLESS STEEL OR DUCTILE IRON. ALL TAPPING SADDLES FOR ASBESTOS CEMENT PIPE SHALL BE STAINLESS STEEL. 4. ALL FIRE HYDRANT BARRELS SHALL BE A MINIMUM 5-1/4" IN DIAMETER. 5. ALL FIRE HYDRANTS INSTALLED SHALL BE OF THE BREAK AWAY FLANGE TYPE AND SHALL MEET THE REQUIREMENTS OF THE LOCAL FIRE CONTROL DISTRICT. 6. HYDRANT SHALL CONFORM WITH AWWA C-502. 7. THRUST RESTRAINT SHALL BE BY MJ RETAINER GLANDS. 8. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61 . REVISION DATE: SHEET NO. FIRE HYDRANT JULY 2018 DETAIL Co ie CCornty W—3 NTS Public Utilities Division f REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER ASSEMBLY (PROVIDED BY CONTRACTOR) SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. INSTALLATION AS REQUIRED BY COUNTY ORDINANCE AND AWWA M-14 STANDARDS (SEE APPROVED BACKFLOW DEVICES, APPENDIX G) TEMPORARY METER TO BE PROVIDED BY COLLIER COUNTY WITH A 48 HOUR E a NOTIFICATION. CERTIFIED BACKFLOW 4' • TESTER TO BE ONSITE AT THE TIME all -® ■ �'�®_I®! THAT THE METER IS SET ! ! -o t i • mu_o Z-OOW SCHEDULE 80 PVC (TYP) §o 0 I! FLOW -Jo 'ri MJ TAPPED CAP We WITH 2" THREADED ' TAP e`�0,;�,��IA�I MJ RETAINER �A � NEW MAIN �■ 7,4.7% I 4 GLANDS (TYP) ' If 0 I ) ti r MJ TAPPED CAP WITH 2" THREADED TAP THRUST 4'-0" MINIMUM/6'-0" MAXIMUM BLOCK STAINLESS STEEL OR CAST IRON GATE VALVE (MAIN LINE HOT TAP) TAPPING SADDLE EXISTING MAIN NOTES: 1. FINAL CONNECTION TO BE WITNESSED BY COLLIER COUNTY WATER DISTRIBUTION. 2. MJ TAPPED CAPS TO BE PROPERLY RESTRAINED. 3. INSTALL JUMPER TAP SYSTEM FOR TEMPORARY METER DOWNSTREAM OF BLIND FLANGE FOR CONSTRUCTION WATER. 4. TAPPING SADDLES MAY BE EITHER STAINLESS STEEL OR DUCTILE IRON. ALL TAPPING SADDLES FOR ASBESTOS CEMENT PIPE SHALL BE STAINLESS STEEL. 5. JUMPER ASSEMBLY MUST BE MINIMUM OF 18" ABOVE FINISHED GRADE. 6. BACKFLOW ASSEMBLY REQUIRES INITIAL CERTIFICATION BY CERTIFIED BACKFLOW TESTER. 7. THIS ASSEMBLY SHALL ONLY BE USED IF NO COMBUSTIBLES WILL BE ON SITE. IF COMBUSTIBLES ARE BROUGHT ON SITE, THEN THE TEMPORARY BACKFLOW PREVENTERS AND FIRE PROTECTION METER TIE-IN ASSEMBLY SHALL BE USED. 8. THIS ASSEMBLY IS NOT APPROVED TO PROVIDE FIRE PROTECTION WATER TO THE SITE DURING CONSTRUCTION. ASSEMBLY NOT TO BE REMOVED AND SPOOL PIECE INSTALLED FOR FINAL CONNECTION UNTIL AFTER TESTING, BACTERIAL CLEARANCE, FINAL INSPECTION AND COUNTY ACCEPTANCE. 9, GAP CONFIGURATION TO BE INSTALLED WITHIN 24 HOURS OR LESS AT THE DISCRETION OF THE WATER DISTRIBUTION DEPARTMENT. 10. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. 11. FOR INSTALLATIONS WHERE LESS THAN 20' OF NEW WATER MAIN IS BEING CONSTRUCTED BETWEEN THE PERMANENT BACKFLOW ASSEMBLY AND THE EXISTING MAIN, NO TEMPORARY JUMPER IS REQUIRED. CONNECTION TO EXISTING WATER MAIN JULY 2018 SHEET NO. DETAIL Coiner County W-4 (GAP CONFIGURATION) NTS Public Utilities Division cQ9 PEDESTAL HOUSING (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) STAINLESS STEEL POST WITH STAINLESS STEEL HARDWARE AND STAINLESS STEEL LOCKING PROVIDE SCREENED, DOWNWARD- HASP WITH BRASS LOCK (KEYED FACING PVC BEND IN FOR COLLIER COUNTY) ACCORDANCE WITH FAC 62-555 SECTION 320(21)(B) REQUIREMENT COMBINATION AIR RELEASE VALVE (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) SCHEDULE 80 NIPPLE ? 1 1 " BRASS CORPORATION STOP (SEE COUNTY APPROVED PRODUCT FINISH GRADE LIST, APPENDIX F) WITH COUPLING N zl AS NECESSARY ] I\,\//\\//\\//\\//\\j/\\ �\.�\��\,�� \{//�\ ® I \N /,\�\ .;\ #57 STONE �!YoP, a4- ! %� 6" MINIMUM z SLOPE / BRASS BEND (TYP) /\/ />', 1 " BRASS PIPE 1" BRASS CORPORATION STOP �f — (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) 1" DOUBLE STRAP ©, TAPPING SADDLE BRASS WATER MAIN POTABLE WATER AIR RELEASE VALVE DETAIL W-5 NTS REVISED: AUGUST 2008,•''' r SAMPLING STATION (SEE COUNTY 2'-0" APPROVED PRODUCT LIST, RIGHT-OF-WAY LINE - 1---• APPENDIX F) WITH 1/4" PET OR SIDEWALK ' COCK AND BRASS STANDPIPE 1 4" x 4" REINFORCED STAINLESS STEEL POST WITH CONCRETE POST STAINLESS STEEL HARDWARE B AND STAINLESS STEEL LOCKING HASP WITH BRASS LOCK (KEYED FOR COLLIER 1/2" STAINLESS STEEL COUNTY) ANCHORS 2-1/2" LONG D B TO ROADWAY 18" x 18" x 6" CONCRETE COLLAR % > (2) #4 BARS CONTINUOUS AND o o (4) #4 BARS DIAGONAL o () �_ WATER MAIN ‘ _\ tv,/- i BURY LENGTH SHOULD BE o 1/2 THE PIPE DEPTH I 3/4" POLYETHYLENE WATER w: 0. III .�. SERVICE TUBING • �� UMW * Ippr COUPLING WITH STAINLESS STEEL INSERT AND BUSHING (SEE COUNTY APPROVED PRODUCT �\, LIST, APPENDIX F) SIDE VIEW BRASS SERVICE SADDLES WITH CORPORATION STOP (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) FOR PVC C-900 6" TO 12". ALL SIZES DUCTILE IRON PIPE SHOULD BE DIRECT TAP WITH CORPORATION STOP (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) PERMANENT BACTERIAL SAMPLE POINT DETAIL W- 6 NTS REVISED: AUGUST 2008 .. PQ C ���:IR o�;�o�:. ID DOUBLE CHECK DETECTOR BACKFLOW PREVENTER ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL/FM APPROVED FOR FIRE SERVICE INSTALLATION. INSTALLATION AS REQUIRED BY COUNTY ORDINANCE AND AWWA M-14 (SEE APPROVED BACKFLOW DEVICES, APPENDIX G) I I CONCRETE FOUNDATION FULL FLANGED GATE VALVE LENGTH OF ASSEMBLY (TYP) WITH RISING STEM AND 4' WIDE, 6" THICK 6" x 6" RESILIENT SEAT (TYP) 10x10 WELDED WIRE MESH In , is . — 1.__ _____, 1.,_,„„,. ) L. L. FLOW J CO M a W 30 3 D E N L1.1Z of z a RASS GATE § 18" VALVE a o —� FINISH 0 (TYP)� GRADE & I IWIIYIll IV11'IVIWkik IV/lin IVII�IIVIIAkikOtl��j ) BRASS T 0 � �,� I)cnitIV/III�Il1�dIV11� /� / • j MIL POLY WRAP /\/� o e , u \CONSTRUCTION GRADE /`\ SHEETING, DOUBLE \\/\\/\/\/\/\/\/\/\/ LAYER, PLASTIC ALL FLOW \\i\\/\/\/\/\/\/\/\% �, PURPOSE O I� \ /\\j/ \ 1 I 4FLO CUSTOMER PROPERTY OWNER MAINTENANCE SERVICE LINE TO THIS POINT NOTES: 1. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER, STARTING AFTER THE INLINE GATE VALVE AT THE PROPERTY LINE OR RIGHT-OF-WAY LINE. 2. COUNTY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND INCLUDING THE INLINE GATE VALVE FROM THE COUNTY'S WATER MAIN. 3. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER WITH RESULTS AND ANNUAL TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT. 4. ALL PLANTING SHALL BE A MINIMUM OF 3' FROM EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING. 5. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT. 6. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. 7. A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M-14 (e.g., RISK OF CHEMICAL ADDITION, MEDICAL FACILITIES, INDUSTRIAL FACILITIES, PROPERTIES USING RECLAIMED WATER, ETC.), EXIST. 8. ALL ABOVE GROUND PIPING SHALL BE BRASS. REVISION DATE: SHEET NO. 2-3" AND SMALLER FIRE SYSTEM JULY 2018 Colter County W-8 DETECTOR CHECK ASSEMBLY DETAIL NTS Public Utilities Division `.. ( INSTALL INLINE CONCRETE FOUNDATION (TYP) FULL LENGTH OF GATE VALVE METER ASSEMBLY; 4' WIDE, 6" THICK REINFORCED AT PROPERTY 6 x 6 10/10 WELDED WIRE MESH LINE OR RIGHT—OF—WAY LINE II-1TIF- c1lF i i//.ia r�''i/ik I _7 1 i 1 DOUBLE CHECK DETECTOR BACKFLOW PREVENTER ASSEMBLY SUPPLIED WITH c1Luz AMMONIA AND CHLORINE RESISTANT o i SEATS AND SILICONE RUBBER SEALS. z1< FLANGED GATE VALVE WITH RISING UL/FM APPROVED FOR FIRE SERVICE LiSTEM AND RESILIENT SEAT MP) INSTALLATION. INSTALLATION AS I REQUIRED BY COUNTY ORDINANCE AND o I AWWA M-14. (SEE APPROVED Lul o_i_ BACKFLOW DEVICES, APPENDIX G) INSTALL INLINE E q�GATE VALVE a }Jfl�, AT PROPERTY 4 LINE OR `J ``"-' RIGHT—OF—WAY I LINE I oo . ' 12" ' 1 w MINIMUM ABOVE mom, : SLAB A I taltil I tt,1,,,,--.:. - . *(/., 4. *lilt =1.1111111111111* 1.N,.•.• -. - -. -4rw-.„. .A„x.6;w5WW \ MAIN SIZE PEI/ UTILITY PLAN —ADJUSTABLE STAINLESS STEEL PIPE SUPPORT MAIN SIZE PER STANDS AS REQUIRED UTILITY PLAN NOTES: 90 DEGREE BEND WITH MJ ANCHORED TO PAD (TYP) RETAINING GLANDS (TYP) 1. ALL ABOVE GROUND PIPE WILL HAVE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS SHALL BE STAINLESS STEEL. 2. (4) VEHICULAR GUARD POSTS TO BE INSTALLED AROUND ASSEMBLY. 3. AS THIS UNIT WILL REQUIRE PERIODIC TESTING, FACILITIES REQUIRING CONTINUOUS WATER SERVICE MAY WISH TO INSTALL PARALLEL UNITS TO PREVENT SERVICE INTERRUPTIONS. 4. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER, STARTING AFTER THE INLINE GATE VALVE AT THE PROPERTY LINE OR RIGHT—OF—WAY LINE. 5. COUNTY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND INCLUDING THE INLINE GATE VALVE FROM THE FROM THE COUNTY'S WATER MAIN. 6. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER WITH RESULTS AND ANNUAL TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT. 7. ALL PLANTING SHALL BE A MINIMUM OF 3' FROM THE EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING. 8. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT. 9. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. 10. A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M-14 (e.g., RISK OF CHEMICAL ADDITION, MEDICAL FACILITIES, INDUSTRIAL FACILITIES, PROPERTIES USING RECLAIMED WATER, ETC.), EXIST. » REVISION DATE: SHEET NO. 3 AND LARGER FIRE JULY 2018 SYSTEM DETECTOR CHECK Collier County W— 1 1 ASSEMBLY DETAIL NTS Public Utilities Division ^p0 _ 5'-0" DOUBLE CHECK DETECTOR BACKFLOW PREVENTER 4 mil ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE ■ RESISTANT SEATS AND SILICONE RUBBER SEALS. UL/FM -111 I•'�1 APPROVED FOR FIRE SERVICE INSTALLATION. INSTALLATION �� �� AS REQUIRED BY COUNTY ORDINANCE AND AWWA M-14. 4><47 ♦,� '`�� (SEE APPROVED BACKFLOW DEVICES, APPENDIX G) Y • FLANGED GATE VALVE WITH RISING STEM AND RESILIENT SEAT (TYP) I :.--—au/. •— AG at.. I Pam' ti ii►w4 n �! W. A I. r wIw VEHICULAR GUARD POST (TYP)� I► _1I' a�IIIE I/— .I op .r.n= ._—.c!r w ZQ \\ -3 I w O 0— VG 0 INSTALL INLINE GATE VALVE AT PROPERTY LINE OR RIGHT—OF—WAY LINE I I 0 J III .II !'.IPIi '. 1.,I, !' ' e I1Y11➢md .. e a . •.. • CONCRETE FOUNDATION (TYP)—".... 4.,.. TYP)Jfd.,. �• � .d ' . 4' WIDE x 5' LONG, 6" THICK; REINFORCED 6 x 6 10/10 WELDED = WIRE MESH _ I) I I I ~ 11 s _„_ ulluluIl' p VALVE SETTER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) NOTES: 1. ALL ABOVE GROUND PIPE WILL HAVE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS SHALL BE STAINLESS STEEL. 2. (4) VEHICULAR GUARD POSTS TO BE INSTALLED AROUND ASSEMBLY. CONFIGURATION TO BE ILLUSTRATED ON CONSTRUCTION DOCUMENTS SUBMITTED FOR REVIEW AND APPROVAL. 3. AS THIS UNIT WILL REQUIRE PERIODIC TESTING, FACILITIES REQUIRING CONTINUOUS WATER SERVICE MAY WISH TO INSTALL PARALLEL UNITS TO PREVENT SERVICE INTERRUPTIONS. 4. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER, STARTING AFTER THE INLINE GATE VALVE AT THE PROPERTY LINE OR RIGHT—OF—WAY LINE. 5. COUNTY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND INCLUDING THE INLINE GATE VALVE FROM THE COUNTY'S WATER MAIN. 6. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER WITH RESULTS AND ANNUAL TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT. 7. ALL PLANTING SHALL BE A MINIMUM OF 1.5' FROM THE EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING. 8. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT. 9. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. 10. A REDUCED PRESSURE DEFECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M-14 (e.g., RISK OF CHEMICAL ADDITION, MEDICAL FACILITIES, INDUSTRIAL FACILITIES, PROPERTIES USING RECLAIMED WATER, ETC.), EXIST. 4" THROUGH 10" ONLY COMPACT FIRE SYSTEM W- 1 1 A DETECTOR CHECK ASSEMBLY DETAIL NM REVISED: JULY 2011 r- i/— ROW LINE i TAPPING SADDLE METER BOX (TYP) — CORPORATION STOP POLY-TUBING ��--Y—_,._ POTABLE — LOT LINE ,�9O1I�?�. LOT CORNER - PROPERTY PIN Li-—-- i __,._ _-, SERVICE WYE (SEE C— —POTABLE COUNTY APPROVED I r� PRODUCT LIST, I ��� APPENDIX F) REDUCED POLY-TUBING AMR PRESSURE BRANCH(ES) METER BACKFLOW WATER MAIN CURB STOP rPRENTER ASSEMBLY PLACE CURB STOP AND METER BOX INSIDE LOT LINE AT LOT CORNERS. I�ROW LINE f FINISHED GRADE \ ASPHALT PAVING —\ CONCRETE SIDEWALK - \ 1 I 12" w 18' I I o \\ MINIMUM— 1 c� COVER 1 M n 4" SCH 40 PVC CONDUIT / \ j/ \ M WATER Z —— ___ / \ T COUNTY MAIN / \ ENDS MAINTENANCEHERE / \ TAPPING SADDLE / \ // 7 � � � � \\ // �\\ // METER BOX \\ SEE W-12A FOR NOTES AND SIZING / AMR METER \� A \I/ ar-- CURB STOP I �lia.ita � / / \ / N. V REVISION DATE: SHEET NO. TYPICAL SHORT AND LONG SIDE WATER JULY 2018 SERVICE METER SETTING DETAIL FOR Co - r County W— 1 2 CONNECTION TO WATER MAIN NTs Public Utilities Division ('Y'l ) SERVICE CONNECTION SIZING CHART SINGLE SERVICE CONNECTION TO DOUBLE SERVICE CONNECTION TO BRANCH SIZE MAIN MAIN i" METER 1-3" (2) i" METERS 1-i" 1" 1" METER 1-4" (2) 1" METERS 1-3" 1" 1-3" METER 1-3" 2" METER 2" NOTES: 1. 1— ' AND LARGER METERS SHALL BE SERVED BY SINGLE SERVICES ONLY. 2. WYE CONNECTORS (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) SHALL BE USED FOR MULTI—SERVICE. SUCCESSIVE TAPS INTO WATER MAIN WILL BE NO CLOSER THAN 24" APART. 3. ALL CASING PIPE SHALL EXTEND A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WITH A CASING DIAMETER TO BE NO LESS THAN CONDUIT SHALL BE MARKED WITH A ELECTRONIC MARKER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F). 4. TAPPING SADDLE, CORPORATION STOP, POLY TUBING, CURB STOP, AND METER BOXES SHALL BE INSTALLED BY UNDERGROUND UTILITY CONTRACTOR AT THE TIME OF WATER MAIN INSTALLATION. 5. MATERIAL SPECIFICATIONS: A. TAPPING SADDLES SHALL BE DOUBLE STRAP BRASS OR DUCTILE IRON (SEE COUNTY APPROVED PRODUCT UST, APPENDIX F). B. CORPORATION STOPS (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) SHALL BE BALL TYPE AND MADE OF RED BRASS. OUTLET SHALL BE COMPRESSION TYPE POLYETHYLENE TUBE. COMPRESSION INSERT SHALL BE STAINLESS STEEL C. CURB STOPS (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) SHALL BE BALL TYPE AND MADE OF RED BRASS. INLET SHALL BE COMPRESSION JOINT. OUTLET SHALL BE SWIVEL NUT FOR METER CONNECTION. D. TUBING SHALL BE POLYETHYLENE. PE4710, (AWWA C-901, DR 9) AND BLUE IN COLOR. 6. ALL PLANTINGS SHALL BE A MINIMUM 3' FROM METER BOX, AND SHALL PROVIDE A 3' ACCESS OPENING. 7. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61 AND THE REDUCTION OF LEAD IN DRINKING WATER ACT AMENDING THE SAFE DRINKING WATER ACT. REVISION DATE: SHEET NO. SERVICE CONNECTION SIZING CHART AND JULY 2018 NOTES Co ler County W- 12A Public Utilities Division FLANGED STRAINER WITH TOP ACCESS AND FUSION BONDED, EPDXY LINING (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) LOCK VALVE CLOSED '0 ®� MJ45' OR90' ��:c.© WITH MEGALUG jBEND MJ RETAINER GLANDS (TYP) CONCRETE FOUNDATION (TYP) FULL LENGTH OF METER ASSEMBLY WATER METER 4' WIDE, 6" THICK; REINFORCED ASSEMBLY (SEE REDUCED PRESSURE WITHBAC AMMONIAOW PR AN TER 6 x 6 10/10 WELDED WIRE MESH COUNTY APPRVED ASSEMBLY SUPPLIED WITH AND / CHLORINE RESISTANT SEATS AND SILICONE PRODUCT LIST, RUBBER SEALS. UL/FM APPROVED FOR FIRE AIR VALVE WITH CORPORATION APPENDIX F) SERVICE INSTALLATION. INSTALLATION AS STOP (SEE COUNTY APPROVED REQUIRED BY COUNTY ORDINANCE AND AWWA PRODUCT LIST, APPENDIX F) M-14 (SEE APPROVED BACKFLOW DEVICES, BRASS NIPPLE APPENDIX G). FLANGED GATE VALVE WITH _ RISING STEM AND RESILIENT MJ 45' OR 90' BEND WITH Ill. SEAT (TYP) MJ RETAINER GLANDS A An A (T''P) �„ �,�I=1 �I . - 1=gip y'��® II I 1i �G O cf- \\'r \\\ /\\/ f 1\\/ \ SLABMUM TOMRP DUMPS \PORT I i MAIN SIZE PER UTILITY PLAN MAIN SIZE PER— UTILITY PLAN ADJUSTABLE STAINLESS STEEL PIPE SUPPORT STANDS AS REQUIRED ANCHORED TO PAD (TYP) NOTES: 1. ALL ABOVE GROUND PIPES WILL BE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS SHALL BE STAINLESS STEEL. 2. (4) VEHICULAR GUARD POSTS TO BE INSTALLED AROUND METER. LOCATION TO BE FIELD DETERMINED BY THE ENGINEER OR HIS DESIGNEE. 3. THIS ASSEMBLY IS PERMITTED FOR POTABLE SERVICE ONLY. 4. A FULL SIZE BYPASS SHALL BE INSTALLED TO PREVENT A REDUCTION IN FLOW DURING PERIODIC TESTING. 5. BACKFLOW UNITS SHALL BE TESTED BY CERTIFIED BACKFLOW TECHNICIAN WITH TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT FOR CERTIFICATION AND APPROVAL. 6. COUNTY WILL REQUIRE DEDICATION OF ALL MATERIALS AND EQUIPMENT FROM THE METER ASSEMBLY BACK TO THE COUNTY WATER MAIN. 7. ALL PLANTINGS SHALL BE A MINIMUM OF 1.5' FROM EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING. 8. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. 3" AND OVER POTABLE WATER METER REJULO 2Y 018ATE: SHEET NO. ASSEMBLY DETAIL Comer County W- 1 3 NTS Public Utilities Division O C BLIND FLANGE WITH 1" NPT CONCRETE FOUNDATION (TYP) FULL LENGTH OF GALVANIZED PLUG METER ASSEMBLY; 4' WIDE, 6" THICK REINFORCED TOP ACCESS PLATE STRAINER, 6 x 6 10/10 WELDED WIRE MESH (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) 1 . \`��.I - 01.1C I 'I_ LOCK VALVE CLOSED I ' �6� o aalitr MHO* 1)13111. .; FIRE PROTECTION METER (SEE COUNTY `'- L APPROVED PRODUCT LIST, APPENDIX F). UL/FM REDUCED PRESSURE BACKFLOW PREVENTER APPROVED FOR FIRE SERVICE INSTALLATION ASSEMBLY SUPPLIED WITH AMMONIA AND (WITH TOP ACCESS, FACTORY APPLIED FUSION CHLORINE RESISTANT SEATS AND SILICONE BONDED EPDXY COATED STRAINER ONLY) RUBBER SEALS. UL/FM APPROVED FOR FIRE AIR VALVE WITH CORPORATION STOP SERVICE INSTALLATION. INSTALLATION AS (SEE COUNTY APPROVED PRODUCT LIST, REQUIRED BY COUNTY ORDINANCE AND AWWA M-14 E G)APPROVED BACKFLOW DEVICES, APPENDIX F) APPENDIX FLANGED GATE VALVE WITH RISING STEM AND RESILIENT II I SEAT (TYP) MJ 45' OR 90' BEND ill 1 V _ 1 # - �l� WITH MJ RETAINING II=II' ,I==I' Cr. ■ • • Ill �4O`-O • GLANDS (TYP) C,\p1� �� ( BRASS NIPPLE �+ 1 �:��„4;.,.�1a,i;a' P1��1+,,,nkr a. ,,;,r,� a,;.��1 �n;�,u,ff��;,���fd��9��, d� �if�,�hi,a,�� ' 2" MINIMUM C 0\ ABOVE SLAB TO \///\/\\// / II . U II ADJUSTABLE STAINLESS STEEL RP DUMP PORT 76 MAIN SIZE PER PIPE SUPPORT STANDS AS UTILITY PLAN REQUIRED ANCHORED TO PAD NOTES: (TYP) 1. ALL ABOVE GROUND PIPE WILL HAVE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS SHALL BE STAINLESS STEEL. 2. (4) VEHICULAR GUARD POSTS TO BE INSTALLED AROUND METER. CONFIGURATION TO BE ILLUSTRATED ON CONSTRUCTION DOCUMENTS SUBMITTED FOR REVIEW AND APPROVAL. 3. THIS ASSEMBLY IS PERMITTED FOR COMBINATION FIRE AND POTABLE WATER SERVICE. 4. A FULL SIZE BYPASS SHALL BE INSTALLED TO PREVENT A REDUCTION IN FLOW DURING PERIODIC TESTING. 5. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER WITH RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT. 6. COUNTY REQUIRES DEDICATION OF ALL ABOVE GROUND MATERIAL AND EQUIPMENT FROM THE METER ASSEMBLY BACK TO THE COUNTY MAIN. 7. ALL PLANTING SHALL BE A MINIMUM OF 1.5' FROM THE EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING. 8. STRAINER SHALL HAVE FUSION-BONDED EPDXY COATING. 9. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. 4" AND OVER POTABLE-WATER FIRE AND REJULYO 2018TE: SHEET NO. DOMESTIC METER ASSEMBLY DETAIL ColkrCounty W— 1 4 NTS Public Utilities Division (7).9 C; 10'-0" 14.:Ai L, J 4'-0" ii GRASS DRIVEWAY OVER r`` 6" COMPACTED LIMEROCK `el' 11 (ALTERNATE DRIVEWAY = 1-1/2" ASPHALT OVER /�:\ LIMEROCK) D ir_ z_ CONCRETE FOUNDATION (TYP) - O� LENGTH AND WIDTH AS REQUIRED 4 1 0 o BY METER ASSEMBLY, 6" THICK �ii� REINFORCED 6 X 6 10/10 ". WATER METER ASSEMBLY m WELDED WIRE MESH O veei °r : 1N I O'-...-r,-:-=.s-,a '-, v -IIII (2) BOLLARDS WITH SS EYE BOLTS, SS CHAIN WITH SNAP ENDS REQUIRED ONLY WITH ALTERNATE ASPHALT DRIVEWAY (SEE ABOVE) to INSTALL INLINE GATE VALVE L`' AT PROPERTY LINE OR RIGHT-OF-WAY LINE iii RIGHT-OF-WAY- — — Y — — — — — — NOTES: w 1. CONSTRUCT DRIVEWAY PER FLORIDA D.O.T. INDEX 515. 2. VEHICULAR GUARDPOSTS ARE NOT SHOWN. PROVIDE GUARDPOSTS AS REQUIRED BY WATER METER DETAIL AND SITE. 3. DRIVEWAY ORIENTATION TO BE AS APPROVED BY THE COUNTY. 4. MAINTENANCE ACCESS SHALL BE INCLUDED IN COUNTY UTILITY EASEMENT. 5. IF ROADWAY CURB EXISTS, PROVIDE CONCRETE TRANSITION ONTO DRIVEWAY. EDGE OF PAVEMENT MAINTENANCE DRIVEWAY FOR WATER METERS REVISION DATE: SHEET NO. JULY 2018 3" AND LARGER Co rr County W— 1 4 A NTS Public Utilities Division GAO INSTALL INUNE GATE VALVE 3/4 BYPASS METER VEHICULAR GUARD POST (TYP) AT PROPERTY LINE OR AND BACKFLOW DEVICE RIGHT-OF-WAY LINE O ` CONCRETE FOUNDATION (TYP) FULL 1 LENGTH OF METER ASSEMBLY FIRE MAIN LARGER THAN 6' WIDE 6" THICK; REINFORCED 10" DIAMETER (TO BE SIZED I I 6" x 6" 10/10 WELDED WIRE MESH BY ENGINEER TO PROVIDE 4 1 =' FIRE FLOW REQUIRED BY 1* ,''�ii 6'M=(' ,''=II911 FIRE DISTRICT) — FIRE MAIN LARGER THAN 10" DIAMETER PRESSURE 8" 8" /'�� 8• (TO BE SIZED BY ENGINEER TO PROVIDE 8" P / FIRE FLOW REQUIRED BY FIRE DISTRICT) GAUGE DIAMETE"1 — [DIAMETER DIAMETER _ D• ETER r I,it r r�.' \ \ 0I�� o EII. 1.Ihc(,�HOME! h� ,�.i'1 ate(, ;*II Ii�,�� ,�ID I .W4 AIR VALVE WITH CORPORATION STOP (SEE COUNTY ) V " O REDUCING TEE APPROVED PRODUCT LIST, APPENDIX F) REDUCING TEE REDUCERO REDUCER TO 8" DIAMETER TO 8" DIAMETER INSTALL I INLINE STRAINER (TOP ACCESS FACTORY APPLIED FUSION BONDED 3/4 BYPASS DOUBLE CHECK DETECTOR BACKFLOW PREVENTER ASSEMBLY GATE BIZ EPDXY COATED STRAINER ONLY) UL LISTED/FM APPROVED METER AND SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND VALVE OI- RISING STEM AND RESILIENT SEAT BACKFLOW SILICONE RUBBER SEALS. UL/FM APPROVED FOR FIRE SERVICE AT w . FLANGED GATE VALVE (TYP) DEVICE INSTALLATION. INSTALLATION AS REQUIRED BY COUNTY ORDINANCE PROPERTY z< AND AWWA M-14 (SEE APPROVED BACKFLOW DEVICES, LINE OR =3j AIR VALVE WITH CORPORATION STOP (SEE COUNTY APPENDIX G) RIGHT- • w APPROVED PRODUCT LIST, APPENDIX F) OF-WAY W1I PRESSURE GAUGE WITH 1/4" ` II _ A III .I LINE a GAUGE COCK AND SNUBBER O * 0 • II:II:I:�Ih•1Ih��Oho I*II:will a� v,0o4AIM 3 I p\0�� REDUCING TEE, , 1 kz I w I l 11,10i.11^' (f RI I 1%.'1,1,, ili I. 1 sm .,i '111,1..1111k11,i1i 1,10 .`%`Y/`7j�7�>` />7�`Y�`7�`7��Y/-I�y`i i'O'O'�I�O• 'w%I� MAIN SIZE a,� 9,#``��``��``# •���������;`��`;��`����?•ANi �� �'������������������������������������� ��������������������������`•��``��``��������������, ``'`�I�%/`%/)�' PERP UTILTY SWIM, �N.;- ',G�� ` PADJUSTABLE PE SUPPORT 4. ASTANDS AS STEEL ���0``IIi�'�O •�� MJ 45' OR 90' BEND WITH 1J,✓J. r '�' ��'� RETAINER GLANDS (TYP) REQUIRED. MINIMUM NUMBER NOTES: MAIN SIZE PER UTILITY PLAN SECTION = 6. ANCHORED TO SLAB. 1. ALL ABOVE GROUND PIPE WILL HAVE FLANGED END DUCTILE IRON 5. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS SHALL BE WITH RESULTS AND ANNUAL TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT. STAINLESS STEEL. 6. ALL PLANTING SHALL BE A MINIMUM OF 1.5' FROM THE EDGE OF SLAB, AND SHALL PROVIDE 2. (4) VEHICULAR GUARD POSTS TO BE INSTALLED AROUND ASSEMBLY. A 3' ACCESS OPENING. CONFIGURATION TO BE ILLUSTRATED ON CONSTRUCTION DOCUMENTS SUBMITTED FOR REVIEW AND APPROVAL. 7. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT. 3. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER, 8. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO STARTING AFTER THE INUNE GATE VALVE AT THE PROPERTY UNE NSF STANDARD 61. o C OR RIGHT-OF-WAY UNE. 9. A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH 4. COUNTY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND HAZARDS, AS DEFINED BY AWWA M-14 (e.g., RISK OF CHEMICAL ADDITION, MEDICAL C INCLUDING THE INLINE GATE VALVE FROM THE COUNTY'S WATER FACILITIES, INDUSTRIAL FACIUTIES, PROPERTIES USING RECLAIMED WATER, ETC.), EXIST. MAIN. N 0) o FIRE SERVICE DUAL DETECTOR CHECK ASSEMBLY OVER 10" FIRE MAIN DETAIL (DUAL 8" ASSEMBLIES) Is P° C v \NEW FORCE MAIN MJ 45' BEND WITH MJ RETAINER GLANDS 9 (TYP) l - - 0 I 1 \_GRAVIT' SANITARY ��4y SEWER MAIN 1 SANITARY MANHOLE (z../ I GRAVITY SANITARY SDR 26 PVC WYE f \ [SEWER MAIN �:--r20- - - - - - r 20'-0" (MINOR VARIATIONS MAY BE APPROVED BY COUNTY DEPENDING ON FIELD CONDITIONS) N * FORCE MAIN CONNECTION TO r I GRAVITY SANITARY SEWER DETAIL NTS N O O O> 0 PRIVATELY OWNED SITE I COUNTY RIGHT-OF-WAY OR C.U.E. _ SEWER MANHOLE FRAME AND COVER (SEE COUNTY APPROVED PRODUCT LIST, PROVIDE A 3" DIAMETER 18" x 18" x 6" CONCRETE COLLAR APPENDIX F) WITH (4) 1" VENT HOLES-\ BRASS DISC ANCHORED IN CONCRETE COLLAR it10,... ....,____,......ptilAJi)70ci- • •-3\-_-_-_,,,,„___\ ,„____\ _,.\____,__r_o______,, D 24" RCP DR 18 PVC PIPE (C-900 o. DR 14 PVC PIPE IN PAVED Z CHECK VALVE (SEE • AREAS) PIPE SHALL NOT COUNTY APPROVED BEAR ON VALVE OR FORCE MAIN o ° PRODUCT LIST, . . to APPENDIX F) TAPPING VALVE . I r{ EXISTING FORCE MAIN ,) _ _ — FLOW C 3 ' )' MINIMUM '; ''' :i, ''i' '%'i'i' ' ' i' ' 'i'iL%i' '%i'i' ''i�i'i7 "t;:4ri;t;;t;;t;;r;;r;;t;;r:;r;;G;r;;t;;r;;t;;r;;t;rt;;r;;rt4,11,14,11;•• I TAPPING SADDLE �•r•f -•t»r•r•r.•r:•t- OR TEE 3/4" GRAVEL NEW FORCE MAIN (PRIVATE LINE) REVISION DATE: SHEET NO. PRIVATE FORCE MAIN CONNECTION MAY 2013 COLLIER COUNTY TO COUNTY FORCE MAIN DETAIL cornerCoun`- WW-2 ,`.�./M.D-_ NAP E.TAMIANI TRAIL Ptd:M:tJW4eS T�19c+" NAPLES,FLORIDA 34112 NTS GQO 1� FLEXIBLE RUBBER SLEEVE MI WITH STAINLESS STEEL STRAP (SEE DETAIL A-A) ((4!t . COVER (TYP) FINISH ONE COAT ASPHALTIC PAINT PLAN WATERTIGHT SEWER MANHOLE FRAME AND COVER (SEE COUNTY APPROVED PRODUCT PAVEMENT LIST, APPENDIX F) FLUSH WITH GRADE OR EQUIVALENTLY (24' MINIMUM DIAMETER) STABILIZED SURFACE GROUT (TYP) PIPE SHALL BE BEVELED OR SQUARE FLEXIBLE, RUBBER 1 A+� MINIMUM OF TWO PRECAST CONCRETE OR SLEEVE, LOCK-JOINT \� HDPE RISER RINGS AND CHIMNEY SEAL TYPE WITH STAINLESS (SEE COUNTY APPROVED PRODUCT LIST, IN STEEL STRAP, OR AS APPENDIX F) BETWEEN MANHOLE AND APPROVED BY COUNTY CAST IRON FRAME III 304 INFLOW APROTECTORMI STEELINLESS -PLASTER ALL JOINTS Ili ALL INTERIORS OF MANHOLES (PUBLIC AND PRIVATE) SHALL HAVE INTERNAL PVC SEWER PROTECTION (SEE COUNTY APPROVED PIPE PRODUCT LIST, APPENDIX F) AS SPECIFIED IN SECTION 099723 SECTION 8" 4' DIAMETER 8" PLASTIC JOINT SEALING REINFORCING STEEL COMPOUND (SEE COUNTY EXTERIOR SURFACES SHALL BE DOUBLE APPROVED PRODUCT LIST, 'J COATED (MINIMUM 18 MILLIMETERS THICK) LIIIJ In APPENDIX F)(TYP) EPDXY SEALER . WITH AN PTABLE BITUMINOUS OR ICI• II STAINLESS STEEL #4 BARS ® 12" OC EW OR STRAP a 0, EQUAL PER ASTM C-478 SHALL FLOW LINE CHANNELS SHALL BE CLAY �Im • CONCRETE HAVINGRICK OR 2"M GROUTED FINISH,POUREDINIMUM OF 2" 0.1' i_li PVC SEWER PIPE • DROP ACROSS MANHOLE RUBBER 4"/FT ` FLEXIBLE RUBBER SLEEVE WITH SLEEVE 12" 6" TYP J� \ r� STAINLESS STEEL STRAP (SEE ELEVATION �!) DETAIL A-A) #4 BARS © 12" OC EW (4'-0" DIAMETER) DETAIL A-A ▪ 'II r #6 BARS ® 9" OC EW (5'-0" AND o 6'-0" DIAMETER) _ - q 5-6-0- , -12'' CRUSHED s oU�LJ bCU oC � ' JC STONE SECTION REVISION DATE: SHEET NO. CONCRETES ONC E ES MANHOLOER DEDTAIL JULY 2018 Cotter County WW-3 NTS Public Utilities Division C I ::-..imi. FLEXIBLE RUBBER SLEEVE M WITH STAINLESS STEEL STRAP (SEE DETAIL A-A) ,/ 7(, ........_1.1!,!i! ❑o o❑ oaaaaaaa . .'ll'1 aaaaaaaa aaaaaaaa a°ama°a, ,�N CAST IRON FRAME AND \ COVER (TYP) FINISH ONE / COAT ASPHALTIC PAINT WATERTIGHT SEWER MANHOLE FRAME MINIMUM OF TWO PRECAST CONCRETE AND COVER (SEE COUNTY APPROVED OR HDPE RISER RINGS AND CHIMNEY PRODUCT LIST, APPENDIX F) FLUSH SEAL (SEE COUNTY APPROVED PRODUCT WITH GRADE (24" MINIMUM DIAMETER) PLAN LIST, APPENDIX F) BETWEEN MANHOLE AND CAST IRON FRAME PAVEMENT 7 GROUT (TYP) 304 STAINLESS STEEL -'- ' ys: r nr=11L '. / PLASTIC JOINT SEALING COMPOUND INFLOW PROTECTORS (SEE COUNTY APPROVED PRODUCT Gam! .�:`// LIST, APPENDIX F) KEYED (TYP) °O ''- EXTERIOR SURFACES SHALL BE DOUBLE ALL INTERIORS OF MANHOLES (PUBLIC ' COATED (MINIMUM 18 MILLIMETERS THICK) AND PRIVATE) SHALL HAVE INTERNAL 12' 24" 12"J IWITH AN ACCEPTABLE BITUMINOUS OR PROTECTION (SEE COUNTY APPROVED F` EPDXY SEALER PRODUCT LIST, APPENDIX F) AS SPECIFIED IN SECTION 0997237-#4 BARS ® 12" OC EW OR EQUAL PER ASTM C-478 4' DIAMETER - FLOW LINE CHANNELS SHALL BE CLAY PIPE SHALL BE BEVELED w BRICK HAVING A MINIMUM OF 2" POURED OR SQUARE a CONCRETE OR 2" GROUTED FINISH, 0.1' FLEXIBLE, RUBBER > DROP ACROSS MANHOLE SLEEVE, LOCK- JOINT TYPE WITH FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL Y"/FTSTAINLESS STEEL STRAP (SEE STRAP, OR AS ' ' TYp DETAIL A—A) MilAPPROVED BY 12" 16" COUNTY �:, #4 BARS ® 12" OC EW (4'-0" DIAMETER) 1 , ,. .„, , s I • 11 r 66 0 BA DIAMETER) OC EW (5'-0" AND 611111111 A1�iI����s��i1T� - 12" CRUSHED +;iiih PVC SEWER �Y��► iln4�r►��ar �. �r ire*�r STONE PIPE SECTION SECTION REINFORCING STEEL 11_E STAINLESS STEEL IF STRAP ■ i hvi PVC SEWER PIPE RUBBER SLEEVE ELEVATION DETAIL A-A SHALLOW MANHOLE DETAIL WW-4 NTS REVISED: AUGUST 200 "" PIPE SHALL BE BEVELED ii OR SQUARE FLEXIBLE, RUBBER SLEEVE, LOCK— JOINT TYPE WITH STAINLESS STEEL Eli""-- FLEXIBLE RUBBER STRAP, OR AS EENCASEMENT I i., 7,,:„..,.: , \ .A STRAP E(SEESTDETAIL 1111 ROP PIPE APPROVED A-A) :iiiii �I PPE-,/,.„ 4 PVC SEWER re) a■NKiIiiiui : Bills %_ 44111F- SECTION \ / CAST IRON FRAME _' AND COVER (TYP) REINFORCING STEEL FINISH ONE COAT ASPHALTIC PAINT Li • STAINLESS STEEL irmiSTRAP PLAN WATERTIGHT SEWER M ANHOLE FRAME AND ; i PVC SEWER COVER (SEE COUNTY APPROVED PRODUCT GROUT MP) RUBBER LIST, APPENDIX F), FLUSH WITH GRADE ELEVATION SLEEVE (24" MINIMUM DIAMETER) PAVEMENT DETAIL A-A \_A MINIMUM OF TWO PRECAST CONCRETE OR HDPE ,` RISER RINGS AND CHIMNEY SEAL (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) BETWEEN MANHOLE AND CAST IRON FRAME 304 STAINLESS STEEL ALL INTERIORS OF MANHOLES (PUBLIC AND INFLOW PROTECTORS S PRIVATE) SHALL HAVE INTERNAL PROTECTION PLASTER (SEE COUNTY APPROVED PRODUCT LIST, ALLJOINSAPPENDIX F) AS SPECIFIED IN SECTION 099723 PLASTIC JOINT SEALING COMPOUND 4' DIAMET (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) (TYP) EXTERIOR SURFACES SHALL BE DOUBLE COATED (MINIMUM 18 MILLIMETERS THICK) WITH AN D I ACCEPTABLE BITUMINOUS OR EPDXY SEALER SEWER INLET #4 BARS ® 12" OC EW OR i EQUAL PER ASTM C-478 8" MINIMUM • ?. 2' CHANGE IN FLOW LINE OR GREATER ENCASEMENT �� Y �� ON PIPE JOINTS TWALL CENTERED TO BE POURED . CONCRETE ° FLEXIBLE RUBBER SLEEVE WITH STAINLESS 6" MINIMUM • lYF 01 STEEL STRAP (SEE DETAIL A—A) CLEAR 12" 6" •' a, �� (. •. w S #4 BARS ® 12" OC EW (4'-0" DIAMETER) 111 UM 1 #6 BARS ® 9" OC EW (5.-0" AND 6'-0" 1III1 ". DIAMETER) 1 A" 6 W .. 3, .. — .. , lM. CMjL)+IM:(,.) t"'7 I, i� 12" CRUSHED 01.01*.:r A A1014.14011 41���*11*- STONE SUREGRIP PADS FLOW LINE CHANNELS SHALL BE SECTION (IF FLOOR LINER CLAY BRICK HAVING A MINIMUM IS USED) OF 2" POURED CONCRETE OR \A/1A/_5 2" GROUTED FINISH, 0.1' DROP DROP MANHOLE DETAILNTS VV VV ACROSS MANHOLE REVISED: AUGUST 2008 ✓"` 4 FRAME AND COVER CAST IRON FRAME ON CONCRETE TO BE SET IN PLASTIC JOINT SEALING COMPOUND (SEE COUNTY APPROVED PRODUCT LIST, 10011111 APPENDIX F) AND SPECIFY LETTERING GROUTED IN AS "COLLIER COUNTY" � Q L I ❑ PLACE OR LEAVE BLANK IF , ❑ ❑ ❑ ❑ ❑ L. PRIVATELY OWNED ❑ ❑ OWNER ❑ ❑ 2 NON- a ❑ DEIDOODOCI PENETRATING PICKHOLES ' ❑ ❑ ❑ ❑ ❑+❑ El El ElLJ ' MP) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SANITARY ❑ ❑ a ❑ SEWER v AI" WATERTIGHT SEWER / I - ` MANHOLE FRAME AND COVER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) FLUSH IN PAVED AREAS. SEE PLAN MANHOLE DETAILS RUBBER 0-RING IN MACHINED MACHINED DOVETAIL GROOVE SURFACES IN COVER 22-3/4" 3/4" A; 24-1/2" 304 36" STAINLESS STEEL INFLOW SECTION PROTECTOR MANHOLE RING AND COVER DETAIL WW- 6 NTS REVISED: AUGUST 2008 SCH 80 PVC AIR_ 1! ' lJ GS RAL PUMP PIPING WITH GUUIDEIDE B BAR B BRACKET - VENTED PVC CAP PVC CHECK HASP AND VALVE tir STAPLE ON EACH STAINLESS STEEL STAINLESS STEEL PRESSURE \u AN ACCESS DOOR- CABLE HOLDER GAUGE,(SEE COUNTY APPROVED "0NHT -HOPE FLGE PRODUCT LIST,APPENDIX F) © kc 0 0 ATADAPTER- C 90'OPENESS R MANUAL AUTOMATIC DIMENSIONTABLE HDPE TEE CO REHM MSLE DWIETER II•`: • II , -o WI wawl..B/W COOL Rom o TIN ' STAINLESS STEEL PIPE SUPPORTS,SEE I 4 BARS 6"OC EW IC/ TOP LE'WHEAL 6OM% COUNTY APPROVED PRODUCT DST, �)� -'\ TOP AND BOTTOM N1 BMOC PPE Pam,, APPENDIX F(AS REQUIRED) m (6 HOI WATER ILNN DF'. 6 -. IF- (O LAG PUP ON 41V 11 * EXISTING GRADE (01 . . ,-, _ ____-I (C)ELEVATION Mt -T- -I �� �100 YEAR FLOOD STAGE ((�11j OLIVERTOP�WEEVER W \ \ �4 (IL DNETER MP ;//. 7.//, , ' �� 0) TRIo.TEa OF FOOTING(MOM 12� /8 BARS O 6 OC EW'\ IO I I SEPARATE CONDUffs FROM "SET ELEVATION H SO THAT THE MINIMUM SUBMERGENCE ��\T \\� PANEL FORPUMP RAND OF THE PUMPS IS 18',OR THE DEPTH RECOMMENDED /!� A• BY THE MANUFACTURER,WHICHEVER IS GREATER 9 141) ‘, FLOAT WIRING 2'SCH 80 �� N. PVC CONDUITS,(3) R M CONDUITS AS REQUIRED. (L) 1 ` // '411 POWER\° TIE WITH ISOLATION VALVE(SEE PLAN VIEW ON WW-8) PVC „ , _ CABLE • 1 NARK POIIIPMFNT SPFCIFII'.ATIITNS TO 1.10/1110 r P� PIMPS INSTNl PIPE SUPPORTS AT //��'r. 1 ��/ O C" BEOADDED ARO ND GAPALTIY AD RIME SET FORTH ON THIS SHEET AS THE NEOU ED PUMP POINTS IN WET WELL,MAX V GRAVTIY INVERT PERFORMANCE cum". VERIFY PULP LOCAL VOLTAGE PRIOR TO PL CBENT 00 SPACING NOT TO EXCEED 8',TYP. T PUP ORDER. I • 36' © LIMO LEVEL REGULATORS(SEE COUNTY APPROVED PRODUCT UST,APPOODI COMPACTED SOIL IT,EACH PROVIDED WTI 00 FEET OF ELECTRICAL CABLE ' O ACCESS DOOR(SEE COUNTY APPROVED PRODUCT LIST,APPENDIX F)WTH PLASTIC JOINT SEALING CD AND HASP EOUPPED COVER.TWO UPPER GUIDE ROLLERS.CHAIN HOOVERS 6'MINIMUM HOOVERS MO GABLE HOLDERS. COMPOUND(SEE CO UNTY 1 JEDGE O ALL PIPING N THE TO WELL AND ABOVE GRADE SHIM BE TOPE AL TOPE APPROVED PRODUCT hLIvSoT, I i M MINIMUM FROM JOINTC CLEARANCE FTITINGS SHALL BE TOMED.CONNECTIONS TO FLANGED PIPING,VALVES.AND APPENDIX 1)`I 1.) I •VAC ATMNGS SHALL BE NODE WM HOPE FLANGE OFFERS OH SCONES STEEL BOLTING RINGS AND BOLTS'SEE SPECIFICATIONS SECTION WORM. ELECTROFUSION COUPLING1,411 '`-.° 0 TAPPED STAINLESS STEEL BIND T51W.ON COMPANION FLNCE FOR ARV CAI 6' PVC PIPE CONNECTION.PROVIDE STINLEES Sim BALL VALVE AND STAINLESS STEEL PPE 0 �I F AND PVC NIPPLES TO CONNECT TO ARV. 1y O COMBINATION SUcnON PPE M D METM61 VENT WITH♦'STAAESS STEEL LUCK �;II PUSH ON CONNECT CODLING UNIT WTH 2-NODULE STAINLESS STEEL LOCATING GAP.SEE I 6' \ FITTINGS SHEET WW-TA FOR DETAIL SUCTION PPE TO BE SET I'ABOVE WETWTL BOTTOM. 8"MINIMUM —J O WEPAEEL.RENFORCEO ET IT PIPE CONFORMING TO TABLE II,WAIL O 1-LL .- _, (D) AST,C-)0.0-RING JOINTS SHALL WNFTILI TD ASTM C-MJ Wum:a I 'I- COSIMUCTON.APPLY TWO COATS OF APPROVED BITUMINOUS OR EPDXY STAINLESS SILLS • (E) SEWER ON EXTERIOR SURFACES OF THE ROWELL LIFTING CHAIN , el CEO(VALVE,TOT(SEE COUNTY TY APPROVED PRODUCT UST,APPENDIXF). HOPE FLANGE IL (F) O PLEA VALVE(SEE COHIY APPROVED PRODUCT LIST,AMMO F).(KT) ADAPTER.TYP. I I 1 -T 0)COMPL WIN WRENCH.WRENCH. HOPE 90' I 1 2 0 AINLESS STEM WA1 FENETR4 VON ASSEMBLY.BACK SEE Ww)A AL BEND ° I I I I'� e (H) ENETRAIONS SHALL BE CORED IN TIE FEUDIl`„ I 1 RUBBER SLEEVE O STAINLESS STEEL WICK-COUPLING UNIT COaETE win 2-HANDLE I 0 LOCK-JOINT TYPE STAINLESS SM.LS%2RNG CAP ON DUCTILE NON RISER.PUCE NSOE MOEN 8'18 WITH STAINLESS BOX FLUSH WII MESHED GRADE. mIII STEEL STAINLESS O INTERIOR SW11 HAVE WENN&PROTECTION(SEE 0W0V APPROVED I w %GRO P (I� (FY )I PRODUCT LIST.APPENDIX 0,N ACCORDANCE WM TECH../ ��aA\�` / 0-- SPECIFICATION SECTION MOO. j-// I III 11,11 • •'/ O 2'AIR RELEASE VALVE EQUIPPED WIN ONE WAY OIELK VALVE(SEE COUNTY 2'GROUT " _�• / -(T)THICKNESS OF Misr�s�CTS UST.APPENDIX F)MONIED ON r 9.NL Ole // • ' •° \\ FOOTING(MINIMUM 12") 12'THICK O VOLUTE PORT D OI BATED COO FOR FUTURE TO FLUSH SYSTEM(DIE PUMP 3/4'STONE/ AWEI O :M A0 -,AM WA A�1�` f ONLY). BEDDING u00 • • • I I I 0 • • I IA ...1.�-• • • •V• • .�14,1 .4 / i6 BARS 8'OC EW NOTE:ALL STAINLESS STEEL SHALL BE SERIES 316 / ! :! t. O! A! o o :! :!�� ! ! REVISION DATE: \////j�/j�/i \ DIAMETER= (A MINUS 18") �\\�� SHEET NO. PUMPSTRAIGHT-THRu STATION JULY 2018 FOOTING-(A+32") DISCHARGE CONNECTION '6 DETAIL — PROFILE Rt. UNNS°"®" SECTION A-A SEE ANCHOR PLATE NTs DETAIL,SHEET WW-7A • COPd G 4"STAINLESS STEEL HDPE FLANGE ADAPTER 1/4"THICK STAINLESS STEEL PLATE 6'HIGH CHAIN UNK FENCE CAMLOCK PUMP PEDESTAL :;I==\ HDPE 90 BEND y r1/4" I, ': (LASED) 1 =e<�STAINLESS STEEL SECTION 8"MINIMUM SCREEN CLOTH BERM HEIGHT STAINLESS STEEL AIR VENT TE ANCHORING I •(TYP O FOR F BACK-UP RING <1"DIA �; 7/8"HOLE'FOR PLATE ANCHORING(TYP OF 4) STONE,4" J� .... ...., THICK CI "•' STAINLESS aIELL WALL • ' PENETRATION ASSEMBLY GEOTEXTILEEl CONCRETE UD I FILTER // �jl 12'BERM WIDTH FABRIC HOPE PIPE 8"HOPE PIPE o COMPACTED GROUND /LL 4"HDPE PIPE SURFACE VENT PIPE DETAIL BERM DETAIL (FROM WW-8) (FROM WW-8, WW-8A, WW-8B) I2'-D' I F LIFT STATION •BOLT HOLES SHALL BE CONCENTRIC PLAN DRILL HOLE ONLY(IYP.) 72'OIA.EXP.ANCHOR ANCHOR PLATE DETAIL (FROM WW-7) SS(TYP.OF 4) 1/2 DIA.SSU-BOLT ," 316 STAINLESS A......,.,..„..... STEEL PLATE PENETRATION SEAL J � ,.-r, ` ASSEMBLY WITH = STNNLESRE(SE x/i HARDWARE(SEEE O COUNTY APPROVED PRODUCT LIST, L 2'02'01/4'S r APPENDIX F) r;:+:?"'•'•:I. E"''SUCTION AND VENT PIP LIFT STATION W PASSING PIPE w PUMP DISCHARGE TYPE II PORTLAND CEMENT MEMCENTER OF LIFT STATION WET WELL a L 2'x2'SS PLAN 4. Millin in' } } 1'MIN TYPE II SSPL1/4'X 9X-9' c PORTLAND 1/4 1'05/8'SLOT FOR 12'x 2'12' 6' CEMENT 1- L } LG.SS BOLT,NUT AND LOCK 'I-.1. •;:;:;t:;:•:I' WASHER(TYP. 31 y,.. 1 1/2'(TYP) SS BASE PLATE 1• NOTE ALL DIMENSIONS ARE GIVEN IN INCHES. L 2x2 SS C6 SS PL 1/4.X9'X 9' vl 12'DIA.EXP.ANCHOR SS 1'05/8'SLOT PIPE (TYP.OF 4) C6x13(TYP.) FOR 12'02'12' PIPE SIZE .A. SIZE .A. LG.SS BOLT, 23rt 0 NUT AND LOCK 2 4 14 10 SECTION A-A WASHER(TYP.) 4 8 16 20 12'DIA.EXP. 6 10 18 24 NOTE: ANCHOR 8 12 20 26 RIGHT SUPPORT SHALL BE A MIRROR EMBEDMENT 5'MIN. 10 14 24 28 IMAGE OF DETAIL SHOWN SS gyp.OF 4) 12 16 DISCHARGE PIPE SUPPORT DETAIL(FROM WW-7) WALL PENETRATION DETAIL (FROM WW-7) ON PUMP STATION AND WASTEWATER DETAILS R AIN1. 20155E SHEET NO. co t ",�,-coup W W—7 A NTS Public Utilities Division c; ) 11 0' #4 DOWELS @ 12"GC X:F. 3'0 3/8"NEOPRENE PAD #5012 0/C.EW, I•� MiDGEPTH • #4®12"O/C,EW, SLOPED CONCRETE 6. TOP B BOTTOM \ T.O.CONC J, EQUIPMENT PAD T.O.CONC , 100 YEAR Y :�;�t:,•.,w�. Y ;, 100 YEAR ' )AiA�J� FLOOD EL. ;q\,\,, y••• y�•ti,C.' .a_ I FLOOD EL. •\�i •�i+�' r f1} 6'FREE-DRAINING, 4s48t20/C,EW 8 ���ej' CLEAN GRANULAR COMPACT SUBGRADE TO A (3)#4 41 , r"'• •• MATERIAL DENSITY OF 95%PER ASTM •'''? - i:' J 1 CONT. •D-1557(MODIFIED PROCTOR) :' y 1 8'GRANULAR,FREE DRAINING SAND 1" 132• I I D1 UNDER SLAB,COMPACTED (57% BROOM FINISH SLOPED CONCRETE PAD f---B+I MODIFIED PROCTOR)ASTM D1557 ' SECTION A SCALE. N.TS. '�� "� _ GENERATOR(SLAB/REINF.) ':j�.,', ' V.�' " '•:�: . .;,• NOTE:CONTRACTOR SHALL PROVIDE A 3/8"CLOSED :",:;; ,:': ; ,:�:-, , CELL NEOPRENE PAD ON THE SLAB TO MATCH THE BASE ` fit.•;; ', FOOTPRINT OF THE GENERATOR OR THE DIESEL PUMP. ..:::,•1:.'.....1'..;.:.':-../;::...-!'„,...'i;......,...,:':i;:..,.. .:::f..`.!.1'1,7:•?-4q::::::;;'.......,:::.:']i T ODOR CONTROL PAD (TYPICAL) q I N.T.S -----_-� I 6'-0" I 11T 12'0" STAND—BY GENERATOR OR DIESEL PUMP CONCRETE SLAB DETAIL (TYP.) — N.T.S. PLAN STRUCTURAL NOTES: #5 AT it SW,CENTER 1. ALL CONCRETE SHALL BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH;W/C=0.45, 0ki-FIN GR. ( 1 AIR CONTENT 6%(3)1%;SLUMP=4"BEFORE ADDING WATER REDUCING AGENT. T.O.CONC I 100 YEAR . _ . - / 2. ALL STEEL SHALL BE ASTM A615,GR 60. FLOOD EL p� PROFILE 3. ALL DIMENSIONS SHOWN ARE TYPICAL ONLY.CONTRACTOR TO VERIFY OVERALL SLAB SIZE WITH EQUIPMENT MANUFACTURER AND ENGINEER PRIOR TO CONSTRUCTION. PUMP CONTROL PANEL PAD (TYPICAL) — N.T.S 4. ALL SLABS SHALL HAVE TOOLED EDGES ON ALL SIDES REVISION DATE: SHEET NO. JAN. 2015 PUMP STATION CONCRETE DETAILS Colter County WW-7B Public Utilities Division PROCESS PIPE 316 SST U-BOLT / PIPE A El D E /; SIZE MIN MAX _ III ji 1/4•NEOPRENE PAD f 4 3 43/16 7 1 10 30 5 3 413116 7 1 18 30 wl STANCHION 316 SS SADDLE 8 3 5 7/16 7 1 18 30 / 6 3 615/16 ] 1 18 JD SCHEDULE 40 316 SS 10 3 6]H6 7 1 18 30 PIPE CUT TO MEET REQUIRED PIPE 12 3 815H6 7 1 70 30 GRADE(DIMENSION•E')L+ •ALL DIMENSIONS IN INCHES, 11 1/4• 5/8.3'16 SST WEDGE NOTES: ANCHORS WITH LEVELING NUTS 1.PIPE SUPPORT HEIGHT TO BE ADJUSTABLE. (TYP OF 4) —1D II 2.SEE PLANS AND SECTIONS FOR PIPE G• RADE 12'318 SS THICK SQUARE STEEL PLATE REQUIREMENT(DIMENSION .). 440644.w. 7'NON-SHRINK GROUT 3.PIPE SUPPORT TO BE COMPATIBLE WITH HOPE PIPE. IIIMENIM 4.ALL MATERIALS AND HARDWARE TO BE 316 SS. 14 On —.-CONSTC x 6• •CN BA WT p 4 REINFORCINGRUT IB•STEE 1L®x 65.00EWO C IFSE SUPPORTIH IS PIPE SUPPORT DETAIL C NOT LOCATED ON AN EXISTING SLAB. NOTES: Z \ POSTCAR NOTES: 1.ALL FENCING COMPONENTS -._ ONE PIECE TRACK SHALL VINYL COATED GREEN AND TOP ppy 1.ALL FENCING COMPONENTS SHALL BE VINYL COATED OR BLACK AS APPLICABLE. / I SLATS GREEN OR BLACK AS APPLICABLE. ����1111 DETAIL �� 'fiII l / \ / NOTE:COLOR OF THE SIATS SHALL BE A625'OD GREEN OR BLACK TO MATCH VINYLISC/OSTEELPOSTS/ COATED PARTS (SCIOEULE 40 PREI 6.625'OD GALV GALV.POST CAP STEEL POST \ (SCHEOEULE 40 PIPE)P TO CENTEn _�1.��s�:.p:61��■... .±? ;Y9 GAL 1,CUPS / RUSS BARS I-- t1 MAXtI{� / II1 �•REQUIRED :tyr SPACING / TOP.."' II ;��.�.•IIi:• STRETCHER •��•A _ BAAS .>..»<.4..i.> ROLLER DUDE4.4�POST 316SSHREHIRES ASSEMBLY III,f:.e2.O.C.CORNER b Mi::; �♦••••••••••••�•:.e..A>4•♦ is;: 3 'FABRIC 38•RWro Ii1•4.4%.412'Oc.3 'IipO RUSS BARS UNE POST - = :t:t:.. __t3, GRADE 316 SS TENSION'MRE ;,Y`,I!v1'VVvM V G ✓`O� `% `+ ` 11!�:;.;.�:�i:SIZ z TURNBUME GATE SECTION �yZ�j41j VV . Ali F. ....t.f.v.v.f.v..... 6. GRADE V. /V> `7j 7:'1 \�'�'�'I��V7V'V'V'V.I. �`.I`.I.p)I;�✓'V ROLLER GUIDE 1�// ,;'�'V # ' ,/ �/O�'`V� ��� V✓V 'U�•�,V'`•./.1• ASSEMBLY ���0000 PSI CONCRETE �� ^ •� ,�V• 9 ICI�g• 6'��� --� 2.0• I 2.0• --1 ,..,F �-I ra CHAIN LINK FENCE DETAIL CHAIN LINK FENCE GATE DETAIL I REVISION DATE: SHEET NO. PUMP STATION AND WASTEWATER DETAILS JULY 2018 Co ier County WW_7C N TS Public Mies Division (.:(3) SAME AS C.U.E DIMENSIONS FQIIIPMFNT SPFTIFICATIONS 10'MIN.SEPARATION BETWEEN GROUND RODS MARK �{, 0 NOT USED T 1©(2)-2"CONDUIT TO TRANSFORMER Y O NOT USED r" 'c` 1°` " - c HIGRI'WATEf"ALARM°f =0 E ""—p`—'G` .t—R—n- �y NOT USED 3 4 NL P PING IN THE B M41 IRO ABOVE GR DE 51V11 BE HOPE NL CONTROL Q HOPE FrmxfS auI E uOLnm.cauxmRONs ro FUNGEO PIPNG, PANEL Ili ■ SECTIO r ; ; MD SMREE GI. O GE OR STEEL BALLAV VPN ALVE PIPER 0 COMBINATION SUCTION PIPE AND WENBEL VENT WITH 4•STAINLESS r� JUNCTION BOX NEMA 3R r� m LOOKING COUPmNT 000I WITH DETAIL STAINLESS NOTE:ANTENNA SHALL BE W I 1g 0 NOT USES ADJACENT TO CONTROL ' ®�J V PANEL AND 3'MINIMUM Q / gO CHECK VALVE.(K)(NEC COUNTY APPROVED PRODUCT UST. L FROM FENCE 1 FIELD LOCATE W/ 2"SCH BO PVCCONCUR ( ) 9O PLUG VALVE(SEE COUNTY APPRO.PRODUCT LIST,APPENDIX F). g WASTEWATER COLTAF OAFS TO ELECTRICAL RACK / I —— \ STAINLESS STEEL 2 COMPEER WIM WRENCH CABLE HOLDER I C) NOT USED 239-252-2600 0 _/ I 0 4•mUICN-COUPUNO UNIT COMPLETE WITH 2-HAND STNME95 g • M \ N STEEL LOCKING CAP ON DUCTILE IRON RISER.PLACE INSIDE METER / N \ BOX FLUSH SITS FINISHED GRADE. PUMP-OUT � \ NCONNECTION // ^ �\ � /y /,////_�����`. `` 2•AIR 16'IPRO VALVE DUCTS EQUIPPED U WITH ONE WAY CHECK VALVE(SEE - - ♦I �i,1 t \ ® COUNTY APPROVED PRODUCTS UST,APPENDIX F)MOUNTED ON 2• '/1 �I 1 STAINLE I I STAINLESS SIEF1 %NNG. tl 0 ,0 L➢JI STEEL COALS g A C 04 PUMP CONTROL PANEL: NEC TECHNICAL SPECIFICCIONS SECTION A a v �` 000000,2.1.H.AND DETAIL KW-9 (!� 1}}1 — HOOKS 11'.� liar_ I wa V - I / O5 ALL¢ECIRIGL SEIMCE TRANSFORMERS SHALL BE INSTALLED OUTSIDE \ V / Of PUMP STATION FENCE UNE 1 II&MID 2 / I © B'HIGH CHAIN UNK FENCE AS PER COUNTY STANDARDS.FENCE \ / / SHALL HAVE GREEN SUTS TO SCREEN PUMP STATION FROM NEW. it 2 TEE TEE J STAINLESS STEELN 17 POWER METER // GUIDE BARSimili I 10 SERVICE ENTRANCE RATED CIRCUIT BREAKER DISCONNECT WITH 0 CONC.EQUIPMENT SLAB J _ PADLOOtABI£HINGE r,�-GRAVITY INFLUENT 19 CNERATOR RECEPTACLE TO BE FIELD LOCATED N/WASTEWATER COLLECTION STAFF AT(239)-252-2500.SEE DETAIL WW-9. FIELD LOCATE W/ MAIN IL WASTEWATER COLLECRONS " i STAFF,239-252-2600 (A) ®0 NOT USED 6'-0 MINIMUM 6" ® NOT USED ® Sf£GROUND LEST WELL DETAIL ON SHEET V/W-SIC FOR ADDITIONAL COMPACTED EARTH REOUIREMENrs(TwJ BERM TO DIVERT WATER TOWARD ROAD. ® TELEMETRY AACENIU,SEE 1I.N-17.PROVIDE NEW AMEN.UGHINWG ~ TOP OF BERM TO BE ROD.CONDUIT.AND DOWN CONDUCTOR PER DETAIL ON WW-17. ROUTE LIGHTNING ROD DOWN CONDUCTOR TO GROUND Roo AT HIGHER THAN BACK OF I Barran a TOWER. BOND GROUND ROD TO STATION GROUND WIT. CURB(WITH CURB)OR # EDGE OF PAVEMENT 4 /4/0 BARE COPPER.SEE GROUND MAT DETAIL ON SHEET WW-BC (WITHOUT CURB).SEE FOR ADDITIONAL REOUIREUENTS(CP.) DETAIL 7A. yy —Ay—xy yy Ay—yx—yy Vy _ __ _ _ _ ®5 3/4•x so'COPPER-CUD GROUND ROD(11'P.) SEE FENCE AND GATE I• 0<•i•<•io•>•i•.O•i•<•i2�>Os OOsi•<•i J•i•>•i•Jii•< ® ExoTNERMICULr WEmm CONNECTION(TrP.) DETAIL WW-7C �iiiOO<O<�Or:��lAtT,����<�O<•i�>"O•<O<•v<..........<O f.:t••�•••f<<•O<<7••:.:.*:•Q•••9•••1 �.:+ii.i.: © /2 SOLID TINNED COPPER JUMPER(TYPO I•••0 A Y A•<:•i••<:<❖<•�•<•�•<<••••<• :0 •••<••i••�•<<<<•••••• I••i���••��••<❖<❖<1••XJ••Ii•�•<<❖❖❖���<❖<❖�❖2< ® NOT USED GRASS COVERED POROUS 0 NOT USED PAVEMENT(SEE COUNTY 12'ACCESS DRIVE APPROVED PRODUCT UST, 1 ® GROUND SURFACE WITHIN PUMP STATION FENCE SHALL CONSIST OF<I• APPENDIX F),CONCRETE, DU STONE.4•THICK.MATH GEOTEXIILE SLIER FABRIC DIMENSION OR ASPHALT. © NOT USED ABLE REVISION DATE: SHEET NO. ( WEIVELL INSIDE PUMP STATION M) METER MOUE.HATCH OPENING NOTE:CONFlGURAT)ON OF PUMP STATION - JULY 2018 (N) WENNL KC.OPENING COMPONENTS MAY BE MIRRORED FROM DETAIL - PLAN +_.r W W-8 (G) SEPAR111 N OF DSO..RISER PPM THAT SHOWN BUT MUST OTHERWISE CONFORM TO THIS DETAIL,UNLESS AN Rat Mies CINt0P ALTERNATE CONFIGURATION IS APPROVED BY UTILITY DEVIATION RENEW. NTS Goo) SAME AS C.U.E DIMENSIONS FUI IIPMFNT SPFCIFICATIONS MARK NOTE:CONTROL PANEL SI2E AND LOCATION MAY NOTE:ANTENNA SHALL BE VARY,DEPENDING UPON STATION REQUIREMENTS. ADJACENT TO CONTROL PANEL O NOT USED SEE SHEETS WW-9A AND WW-9B AND 3'MINIMUM FROM FENCE O HOT L4ED # _ O NOT USED ® IML HIVING IN E BE ANa.ABOVE RAOE SHN1ro BEE, OPE;E PIPING VALNS ANO FITTINGS SHALL BE MIRE WmINNE SHOPE FWICE l ADAPTERS WITH STAINLESS STEEL BOLTING RINGS ANO BOLTS.SEE - ECMFICARONS SECTION 330502. _ f® O ARV CONNECTION PROVIDE STAINLESS STEEL BALL VALVE MD PIPE R BELOW GROUND .., •. . TAPPED STAIN..STEEL BUN°FLANGE OR COMPANION I I NIPPLES To CONNECT TO ARV. Q L' VENT PIPE TO BE © COMBINATION SUCTION PIPE AND WETWUL VENT wTIH 4 STAINLESS 3'MIN. I SLOPED BACK STEEL WICK-CONNECT COUPLING UNO MTN 2-HANDLE STAINLESS TOWARDS WETWELL STEEL LOCKING CAP.SEE SHEET WW-JA FOR DETAIL O7 NO USED 2'SCH BO PVC CONDUIT TO M • • .. O OIECN VALVE(K)(SEE COUNTY APPROVED PRODUCT UST. ELECTRICAL RACK () APPExolx F) 4 p PLUG VALVE(SEE COUNTY APPROVED PRODUCT LIST,APPENDIX F), 3 5.-10,(VARIES) - 0 COMPLETE W.WRENCH I-0 Z I��i • I ®Q NOT USED -. STAINLESS STEEL CABLE HOLDER \ 0 r WICK-COUPLING UNIT COMPLETE WITH 2-HANDLE STAINLESS �'' / 4'PVC PIPE,CAPPED ABOVE SLAB STE.LDCIGNG CAP ON DUCTILE IRON RISER.PLACE INSDE METER CONC. KVIrilli,"k,w, , BOX FLUSH WITH FINISHED GRADE a EQUIPMENT © GENERATOR RECEPTACLE TO BE FIELD LOCATED w/WASTEWATER SLAB \ \ I 2'COLLECTION RELEASE STAFF AT(239)-252-26W 2 y-L ® 2'COUNTY gAIFASE VALVE DUCTS U WRH ONE WAY CNECN VALVE(SEE E I(2)-2� -� I wicks, STAINLGJS ) I SfNXLE4APPROVED SIFII. PIPING. USE APPENDIX F)MOUNTED ON 2' aW CONDUIT TO .. Q 9B STEEL CHAIN TRANSFORMER 1® v II '/ I H00 `�-' I ®4 PUMP CONTROL PANEL: SEE TECHNICAL SPECIFICATIONS SEDIXxI Cj SEANCE _ /�i, ;1 EEIJJJVVV��� ' ) ~ 333200,21.H.AND DETAILS V/N-9A AND WN-aB,AS MPI✓'Ma F. ENTRANCE TEE t GROUND 1 1�_ 1 I`� / T 1 ' 1 O AIL OF PUMP STATION AnON FENCSERVICE IPINSFOtYERS SNAIL BE INSTALLED OUTSIDE AM AL all_.,,,It J} LINE 3` . 6 6'HIGH HAVE UNN FENCE AS PER COUNTY STANDARDS.FENCE N T 6 :L♦�� O • o((.II GREEN SLATS TO SCREEN PUMP STATION FROM VIEW I� © i .P \ rO ICI STAINLESS STEEL © Pew.MEIFR 3'MIN. TEE GUIDE BARS I O SEANCE ENTRANCE DATED CIRCUIT MEANER DISCONNECT WRH III FIELD LOCATE W/ GRAVITY PADLOouaE HINGE II WASTEWATER INFLUENT I C9 AUTOMATIC TRANSFER SWITCH COLLECTIONS STAFF, MAIN ,1 1/ 239-252-2600 I 1 ®O PAREIBOMIO/MINI POWER ZONE AS REQUIRED COMPACTED EARTH PUMP-OUT BERM TO DIVERT ® CIRCUIT MEANER DISCONNECT DRY PAD1,0000LE HINGE D Al 11 CONNECTION WATER TOWARD ROAD. 8' (A) TOP OF BERM TO BE SEE GROUND TEST WELL DETAIL ON SHEET wW-ac FOR ADDITIONAL 8'-0`MINIMUM HIGHER THAN BACK OF REQUIREMENTS(DP.) CURB(WITH CURB)OR N I I ® 1FIDIE014 ANTENNA SEE YCONDU.PROVIDE NEW ANTENNA LIGHTNING ® EDGE OF PAVEMENT ROD,CONDUIT,AND DOWN CONDUCTOR PER DETAIL ON WW-17. $ � ROUTE LIGHTNING ROD DOWN CONDUCTOR TO GROUND ROD AT - L (WITHOUT CURB).SEE BOTTOM DF TOWER. BOND GROUND ROD To STATION GROUND MAT. DETAIL 7A ki In G04FOADDIRIIONAL gEEDOU RENENRUN ;T DETAIL ON SHEET WW-9C�p %%-%% n %% n-%% %% m xx-xx-xx ® 3/4.X 20'COPPER-CUD GROUND ROD(YP.) ® EXOTHEAYIGLLY WELDED CONNECTION(TIP.) SEE FENCE AND GATE © /2 SOLID TINNED COPPER JUMPER(TIP.) DETAIL WW-7C �4°.`'Q PO V. ��%V.��.4. BASS COVERED BOND FENCE POST. SEE FENCE POST/GATE BONDING DETAL ON POROUS PAVEMENT(SEE ) BSHEET WW-BO MP.) ADDITIONAL REQUIREMENTS P.) COUNTY APPROVED '%11'%6'CONCRETE PAD FOR FUTURE ODOR CONTROL �1....OD.12•ACCESS•DRNE•'•••••_••••I PRODUCT UST APPENDIX F) ®0 GROUND SURFIGE WMIN PUMP STATION FENCE SHALL WN515T OF CONCRETE,OR ASPHALT. UT dA STONE,4'THICK,VAfH GEOIIXRLE FILTER FABRIC © STANOY-BY DIESEL GENERATOR.SUB BASE FUEL TANN,AND DIMENSION CONCRETE PAD.SEE TECHNICAL SPECIFICATIONS SECTION 263213 TABLE NOTE:CONFIGURATION OF PUMP STATION WE,WDL IRSYEDIMETER COMPONENTS MAY BE MIRRORED FROM COMMUNITY PUMP STATION WITH � REVISION DATE: SHEET NO. W_ THAT O BUT MUST OTHERWISE NI �HATCH CONFORM T TO THIS DETAIL UNLESS AN J U LY 2018 (N) wENEu.HAT.OPTING ALTERNATE CONFIGURATION IS APPROVED GENERATOR DETAIL - PLAN c0 Ter Comity W W—8A (p) SEPAUTIW OF DISCHARGE wgR PIPING BY(TRLRY DEVIATION REVIEW. FATS Public mites DNxn (7) SAME AS C.U.E DIMENSIONS TOUIPMFNT SPFCIFICATIONS NOTE CONTROL PANEL SIZE AND LOCATION MAY NOTE ANT ENNA SHALL BE ' ARK VARY,DEPENDING UPON STATION REQUIREMENTS. ADJACENT TO CONTROL Oj NOT USm ®(2)-2'CONDUIT TO TRANSFORMER SEE SHEETS WW-9A AND WW-9B PANEL AND 3•MINIMUM FROM FENCE 02 NOT USED xx—%x xx xx xx—xx—v —xx xx AfIN xx -� 0 NOT USED I CD HOPE PIPING IN TIE WET W.AND ABOVE GRIDS SHALL BE HOPE ALL %1HOPE WITNGS RR..BE MOLDED.CONNELTONS TO RANGED PANG, VALVES.MO FITTINGS SHALL BE VIDE WITH HOPE FLANGE IDAPTEAS DIESEL PUMP I. �-® WITH STNNLFSS STEEL BOLTING RINGS AND BOLTS SEE SPECIFICATIONS SLAB r— sEcnpN]]DSDz. � p TIPPED STAINESS STEEL BLAND FIANCE OR COMPANION FLANGE FOR PPLES ro COIN PRDYDE STAINLESS SRE1 B.VALVE NO RPE ECT ro ARV. /^'\ 1 © STEEL COMBINATION GUICN SUCTION PICOINECT PE MO OG IINRWIIWM WITH WNOF•STAINLESS SfMRFSS / 5. (' O HSIFRU�LOUKNG CAP.SEE SHEET WW-2A FOR DEWL OT i ®� —�•.:.. I Z BO C1,TK VALVE OF)(SEE COUNT'APPROVED PRODUCT ART. _ I➢PENO%f) r CAPPED ABLOVE :: `•'.% .�•• •.i+.' O PI G VVAL E(SEE COUNT' APPROVED PRODUCT UST,APPENDIX F), 2'SCH 80 PVC CONDUIT SUB '••. . I ® �. TO ELECTRICAL RACK "•i y`s.'' ••• I iD OO STAINLESS STEEL WALL PENETRATOR ASEHRBLv,BI/CK,SEE S'S L ALL PENETRATIONS SHALL BE CORED N THE READ. PUMP N ��•'.•Y, .^ I 9 11 AT OACK-COPUNG UNIT COMPLETE WTM 2-HANDLE STAINLESS DISCHARGE STEEL LOCKING CAP ON DUCTILE PER RSEA.PLACE INSIDE METER Z CONC.SLAB II BO%FLUSH WTN FINISHED GRADE FOR IPE •-BELOW GROUND I ® GENERA.?RECEPTACLE TO BE READ LOGTEO K/WASTEWATER Lsn VENT PIPE TO BE COLLECTOR STAFF AT 2]0)-252-2600. z C .., SUPPORT (M) I C I �� _ SLOPED BACK 0 2•MR RELEASE VALVE EDUIPPED WITH. GE WAY.HECK VILeE IEEE TOWARDS STEELWETW L STAINLESS P VTD IING. L6T,IPPGlDI%Fl MOlNTEO ON 2• I STAINLESS STEEL I a PIPING. Id 0v `� CABLE HOLDER I ;< ,_, —BELOW GRADE 0 f / I i _ po I o4 PUMP CONTROL PANEL BEE TECHNICAL SPECIFICATIONS ROTOR Id PVC GRAIN UNE \ ]3J200.21.K NND pTNI WW-p AS REQUIRERER / ' N ID IEL ELECTRICAL SERVICE TRNNSFDRMERS SHALL BE INSTAL.)OUTSIDE TEE WI BLIND FLG. CI ('' --� L OF PUMP STATICAL RICE UNE ��J \\ © e�ur.H GAIN GREEN MICE AS PER worn STANDARDS.F M V.V.(BELOW GRADE PUMP — —* I_ �1T6m e1 —\ HOE G✓u SUPS TO SPER PUMP TANDAR FROM V ' SUCTION LINE �' 0� ` fir. 4 STAINLESS A ' s► STEEL CHAIN E A O7 POT.METER 1 D�1 ! I I` OM /_� HOOKS O SERVICE.E HINGE RATED CIRCUIT BREAKER DISCONNECT WITH i L \/`��/\/ I i ERVICE ENT HINGE PUMP-OUT , / / I Q NOT USED j) �CONNECTIO 1 III��� / 0 \ � ' / ® 12OV PNEEHOAIO/MINI POWER ZONE AS REQUIRED COMPACTED EARTH �� I BERM TO DIVERT �, TEE f © NOT USED U WATER TOWARD ROAD. N / STAINLESS STEEL ® SEE GROUND TEST WELL OETNL ON SEEP Nw-SC FOR AOpTDWl TOP OF BERM TO BE \ ice GUIDE BARS RmuIREAEHTs ') HIGHER THAN BACK OF I - I I 1E1£1roEIRY ANTExNA SEE CONDUCTOR PROVIDE NEW AMEFNA LCHMNc CURB(WITH CURB)OR FIELD LOCATE W/ �GRAVTTY I ® our,MO DAWN WNGICIOR 5 TO DETAIL ON WW-1T. EDGE OF PAVEMENT WASTEWATERCO 2-260NS ROUTE uWHIMNG ROD DOWN CONDUCTOR GROUND ROD AT (WITHOUT CURB).SEE STAFF,239-252-2600 INFLUENT BOTTOM OF TOWER. BOND GROUND Rao TO STATION arourND MAT. DETAIL 7A /J� V \\ >A) B• I ® /4/O BARE COPPER SEE GROUND MAT DETAIL ON SHEET WN-N: 4411, x xx xx xx—xx xx , 41 8'-0`MINIMUM ® FOR N] PER-CENTS T]/A"%RV A'CO COPPER-LEMW GROTTO ROD(TwJ ® DOTTIERMMHLY WELDED CONNECTOx GYP.) 1 © /2 SOLD ONNED COPPER JUMPER(rYP.) SEE FENCE AND GATE ® BOND FENCE POST. SEE FENCE POST/GTE BONDING DETNI ON DETAIL WW-7C SHEET MW-GC FOR AD MONAL REOUIRRENIS OTC) •..........................................._... GRASS COVERED 0 B'%IF'%B•CONCRETE PAD FOR FUNRE ODOR CONTROL -•••'••CCESS•DRIV• POROUS PAVEMENT(SEE ® POUND SURFACE WRHN PUMP STATICAL FENCE SHVL CONSIST OF<t' 12 ACCESS DRIVE COUNTY APPROVED PA STONE A'THICK.NAM GEOTIXIILE RUST FABRIC PRODUCT UST, APPENDIX F), © PM DgBTTIESSELL PUMP WITN 0055 STE T NEL TALK NO CONCRETE DIMENSION CONCRETE,OR ASPHALT. CAL sPEcpTGnoNs sEcraN ut]]a TABLE REVISION DATE: 00 WE1WFU max OPENIN(A) ROWELL MIME G NOTE:ORIENTATION MO LOCATION OF COMMUNITY PUMP STATION JULY 2018 SHEET NO. MAY VARY. N SADCOODxLL W E RASA PIRFO FIIEELD MP ADJUSTMENTSTATIONMMAY PON BESREQUIRED. WITH DIESEL PUMP DETAIL co Ter COW*, W W—8 B — PLAN NTS :3 ELECTRIC POWER METER ON/OFF LOCKABLE STAINLESS STEEL IT BREAKER GENERATOR RECEPTACLE TO NON-AUDIBLE ALARM LIGHT DISCONNECT BONEVA 4X OX TO ROWE PANEL BE FIELD LOCI �/ CONTROL PANEL STAINLESS STEEL NDM 4X JUNCTION BOX(SEE — _ FROM ELECTRIC POWER METER. WASTEWATER C COUNTY APPROVED PRODUCT LIST,APPENDIX AFF(239)252-2600 WITH TERMINAL STRIP MOUNTED WITH ALUMINIAT BACKING PLATE TERMINAL STRIPS TO HAVE STAINLESS STEEL SCREWS,10'X 12'X 6' ANGLE ADAPTER AJA1 CONTROL MINIMUM.HINGED ON BOTTOM. LI OBCORBIBET il! ) STAWLF55 STFFl UN-SIRUP \ KBOU M1 IT PANEL 4,,,i-.. I�I � .. D I —MOTOR T._ �r Ail J J-BOX ALL PENETRATIONS FROM R gSCONNBCT 10 CONTROL _ PANEL TO BE ON BOTTOM. GENERATOR i RECEPTACLE, d G lo GRADE 'I.�' UGHINNG ARR6IER PEDESTAL. m_ INSTALLED N CONDUIT FOR ') + „ „ „ ABODE GROUND IXPOSED WIRE -11 =11.JITUTiOUOiI IIIIII=1 ® ill1 • `�7�' �i TO GROUNDING LOOP LF.'•I � 2'SCH BO 4'•4' CONDUIT TO NSIALtID N CON0'REINFORCED CONCRETE POST DESEL PUMP EXPO ED FOR �� \ CONCRETE 1P056. #4 "SEAL-OFF-C IXPOSED WIRE 2'SON 80 PVC CONDUIT TO UTILITY BARS CONTM10U5. Y SCH N OR 1'REQUIRED) 2'SCH 80 PVC �� CONDUIT TO CONDUIT.PUMP AND 1 GENERATOR FLOAT WIRING TO { % FROM N GROUNDING LOOP BACK RECEPTACLE WLT WELL PUMP STATION CONTROL PANEL DETAIL-FRONT ELEVATION PUMP STATION CONTROL PANEL DETAIL-BACK ELEVATION SCALE-I'•4-0' SCALE I'•4'-0' LE9111 ON/OFF LOCKABLE STAJNE55 STEEL NOLA 4X [ CIRCUIT BREAKER DISCONNECT BOX TO ISOLATE PANEL FROM ELECTRIC POWER METER. ELECTRIC 1. DO STRAND MNIYUM FROM CONTROL PANEL TO J-BOX. 2. LIGHTNING ARRESTER(SEE COUNTY APPROVED PRODUCT LIST,APPENDIX F) POWERMUST BE INSTALLED EXTERNALLY ON LOAD SCE OF DISCONNECT BETWEEN METER DISCONNECT AND NAN BREAKER THE PENETRATION THROUGH THE DISCONNECT MUST BE MADE BELOW THE WORKING MECHANISM OF THE RE j—JUNCRON BOX DISCONNECT. O 1. PUMP CONTROL PANEL(SEE COUNTY APPROVED PRODUCT UST,APPENDIX F) I I I WITH ALL COMPONENTS FOR OPERATING TWO PUMPS AND UOUID LEVEL I REGULATORS;GENERATOR RECEPTACLE AND ANGLE ADAPTER(SEE COUNTY I11fu'7I I JJ ENCLOSURE EPRODUCT LIST,APPENDIX F)AND NEVA 4X STAINLESS STEEL JUNCTION BOX /// I Ram TAR 4. SEE DETAIL WW-17 FOR ANTENNA MOUNT DETAIL GENERATOR 1EIER L CONODL PANEL ON/OFF LOCKABLE STANLESS STEEL NEAN 4X 5. GROUND WIRE FROM SERVICE SHALL BE INSTALLED IN SEA BO PVC CONDUIT. RECEPTACLE. CONTROL PANELCIRCUIT BREAKER DISCONNECT BOX TO LSO ATE 6. ALL CONDUIT SHALL BE SCH BO PVC RACK MOUNT PANEL FROM ELECTRIC POWER METER SHOWN.SEE ELEVATION PUMP STATION CONTROL AND 7. GENERATOR RECEPTACLE ANGLE ADAPTER(SEE COUNTY APPROVED DETAIL ABOVE PANEL DETAIL-PLAN VIEW SINGLE SIDE ALTERNATE-PLAN VIEW PRODUCT LIST,APPENDIX F). SCALE:I'=a'-0' SCALE.1'•4'-0' B. GENERATOR RECEPTACLE TO BE FIELD LOCATED r/WASTEWATER COLLECTION STAFF(239)252-2600 REVISION DATE: SHEET NO. JULY 2018 PUMP STATION CONTROL PANEL DETAIL Co le►•County WW-9 Public Utilities Division CQ 316 STAINLESS STEEL NOTE:ALL PANELS AND /NT6- '� •) ENCLOSURES TO MEET FRC SQUARE D POWERBLOCKS —PADLOCKNG WIND LOAD REQUIREMENTS PLASTIC UNSTRLR END CAP PADLOCKING PROVYSCN— (FT.) �(YPJ II• — — — [LyJrn _ P MAIN ATS PANEL CONTROL SCADA METER DISCONNECT 0 BOARD PANEL PANEL CONTROL DISCONNECT A/C PANEL u. =I — — UNIT S a �— ' _ L7 �I --\ p, I I. - _ .. MOTOR .li APPLICABLE) J-BOXI .m LIGHMING r._.._.._. _._\ ARNE,RN \ / • PANEL NSTAII cn N \ / S ANCHORED TO / CONDUIT 2 SEAL OFF.LOCATE CONCRETE USING GRADE IN FRONTcONDurrs OF W.)ET WELL n . IXPNJSON STOOL • /pitm %/ BOLAS(TYP.) ..tall �� I J// ••� 6•CONCRETE s T lJ / PAO FOR $ t CONTROL PANEL STAINLESS STEEL NEMA 3R 1;J 3 SEE SHEET WW-7R FOR TO GROUNDING JUNCTION BO%(SEE COUNTY I DETM. Tot LOOP grj L APPROVED PRODUCT UST,APPENDIX J % `° I F)WITH 1ERMINK STRIP MOUNTED ..°' WITH ALUMINUM BACKING PLATE �+ TERMINAL STRIPS TO HAVE STAINLESSBOTTOM. STEEL SCREWS,1ON% 1Y X 6•MINIMUM.HINGED ON Nr 1. #10 STRAND MINIMLHA FROM CONTROL PANEL TO J-BOX. 4.RICK CONCRETE CREEL ,� SURROUNDING CONCRETE 2. TNBE INSTALLED (SEE COUNTY APPROVED PRODUCT UST.APPENDIX R F) POSTS(TrvJ MUST BE INSTALLED EXTERNALLY ON LOAD SIDE OF DISCONNECT BLIIhW 61(61(70• DISCONNECT AND WJN PENETRATION THROUTHROUGHR.THE PENETRATION THE DISCONNECT M MADE POSE MIST BE MADE BELOW THEW WORKING MECFANSM OF THE DISCONNECT. (TYP.) 3. PUMP CONTROL PANEL(SEE COUNTY APPROVED PRODUCT LEST.APPENDIX F) MTH ALL COMPONENTS FOR OPERATING TWO PULPS AND LIQUID LEVEL REGULATORS;GENERATOR RECEPTACLE AND ANGLE ADAPTER(SEE COUNTY APPROVED PRODUCT UST,APPENDIX F)AND NFMA 4%STNNJSS STEEL ENCLOSURE. 4. SEE OCTAL WW-17 FOR ANTENNA MOUNT DETAIL 5. GROUND WIRE FROM SERVICE SHALL BE INSTALLED N CONDUIT. 6. ALL CONDUIT SHALL BE sal B0 PVC 7. LABEL ALL EQUIPMENT USING MIN.}•BLACK LETTERING ON WHITE PLASTIC LABELS FIX HOMED ONTO FRONT OF ALL PANELS AND CABINETS COMMUNITY PUMP STATION CONTROL PANEL DETAIL REVISION N. 2015E SHEET NO.A VFD STATION WITH GENERATOR CO 7erCOM y WW-9A Public UfiWes Division 316 SAMESS SITE. UNI-STRUT(1YPJ TC UNdSIRUf END CAP(mJ PADLOCKING PROVISION MAIN ATS ��� PANEL CONTROL j CONTROL PANEL -- DISCONNECT L�=.JBOARD DISCONNECT ( J PADOCKNG 33 PROVISION 3 .� -.. VI E5 a I I• I z, —(WHERE APPLICABLE) L� — L� •S I I 2'SEAL OFF(TYP.) Al90 El ' 3 11• — • MOTOR l5 1 g L UGIRMNG ARRESTER J-BOX SQUARE D POWFRBLOCKS(TIP.)—7-. If STAU.ED IN Ll •11 STALli GRADE- / I/L y y cg \ rr-1 STAINLESS STEEL NE1N 3R JUNCTION BOX(SEE n T� COUNTY Y APPROVED S • PRODUCT LIST,APPENDIX F)/4 $ '• 4 WIfM TERMINAL STRIP '` T •� e GRWND ROD MINIMUM TWO, Gs� MOUNTED WITH ALUMINUM CONCRE J SEE IL W-9C WELL 7.5 • BM'KS ATERAVE STAINLESS NLL n R . •� CONCRETE POST '.. pETAIwW-RC STEEL TO FLAVE STANLF2' VR '. (TYp,) a RI STEEL SCREWS,10'X 1 X 6'MNMUM.HINGED ON BOTTOM. V f 4•THICK •�-J �`J L. a CONCRETE SURROUNDING CONCRETE NOES: POSTS(TAP.) 1. #10 STRAND MINMUM FROM CONTROL PANEL TO J-BOX. 2. LIGHTNING ARRESTER(SEE COUNTY APPROVED PRODUCT LIST.APPENDIX F)MUST BE INSTALLED MERMAID ON LOAD SIDE OF DISCONNECT BETWEEN DISCONNECT AND MAIN BREAKER.THE PENETRATION THROUGH THE DISCONNECT MUST BE MADE BEUOW THE WORKNG MEICIWROM OF THE DISCONNECT. 3. PUMP CONTROL PANEL(SEE COUNTY APPROVED PRODUCT LIST,APPENDIX F)WITH ALL COMPONENTS FOR OPERATING TWO PUMPS AND LIQUID LEVEL REGULATORS;GENERATOR RECEPTACLE AND ANGLE ADAPTER(SEE COUNTY APPROVED PRODUCT UST,APPENDIX F)MD N M 4X STAINLESS STEEL ENCLOSURE 4. SEE DETAIL MY-17 FOR ANIETRN MOUNT DETAIL 5. GROUND WIRE FROM SERACE SHALL BE INSTALLED IN CONDUIT. 6. ALL CONDUIT SHALL BE SCH 80 PVC 7. LABEL ALL EQUIPMENT USNG MIN.3'BLACK LFTTERNG ON WHITE PLASTIC LABELS FIX MOUNTED CND FRONT OF ALL PANELS AND CABNETS REVISION DATE: SHEET NO. JAN. 2015 COMMUNITY PUMP STATION CONTROL PANEL DETAIL Co ler County WW-9B NON—VFD STATION WITH GENERATOR Public UGliesDivision 3I6"X2T COPPER-CLAD ' •. TO COUNTERPOISE GROUND ROD,SEE GROUND MVP.OF/) ROD TEST WELL DETAIL(TVP.1 '= CAST IRON TRAFFIC 9 5,1 �� COVER MARKED V 'GROUND" I UILUGSOUND I Nor,S: 1 1 ADDITIONAL CONCENTRIC RINGS SHALL BE ADDED I AS REQUIRED TO MEET THE FIVE(5)OHM(OR LE55) Irr SPECIFIED RESISTANCE.EACH RING TO HAVE FOUR � j ".•y`• FO, OU GRND RODS MIN.AND SPACED TEN(la)FEET M THE INNER NG. I I _R RI S. •:' re—TARE COPPER I1VP1 I F— 22"—.--I F--.--13.5"--{ GROUND MAT DETAIL NOT TO SCALE FENCE POST M2 SOLID TINNED OLD CASTLE COPPER GROUND GROUND CLAMP CONCRETE BOX CONDUCTOR SERIES MB37 FINISHED GRADE MASONRY ANCHOR FINISH GRADE EXOTHERMICALLY CONNECT ImNpp„,.mM.M,... Er _N MATCH SITE STONE .:. •. ,:.i Z COPPER-CLAD COMPACTED BACKFILL "1 GROUND ROD CONCRETE sr;.'(.4 .D FOUNDATION ;.ti,4• ��,1 MVO BARE COPPER '' GROUND CABLE(TYP.) PI GATE POST GATE FA ATE RAME �P^I li` I GROUND TO COUNTERPOISE �I) �,�� CLAMP TO SERVICE RATED DISCONNECT M2 SOLID TINNED 3l4'#tl COPPER-CIAO COPPER GROUND ROD—(- JUMPER CABLE, GREEN INSULATION TYPICAL FOR BOTH SIDES OF GATES. II TO GROUND ROD GROUND TEST WELL DETAIL FENCE POST/GATE BONDING DETAIL NOT TO SCALE NOT TO SCALE REVISION DATE: SHEET NO. PUMP STATION LIGHTNING PROTECTION DETAILS JAN. 2015 C WW-9C O Ter C.or411 Y V V V NTS Public Utilities Division x,0 NOTES 1. BOND FENCE AND VEHICLE ACCESS GATE TO COUNTERPOISE. 2. PROVIDE LIGHTNING PROTECTION FOR SCADA ANTENNA. 3. SURGE PROTECTION SHALL BE SQUARE D(THREE PHASE: POWER SERVICE #SDSA3650)WITH LED LIGHTS AND MOUNTED IN A FASHION THAT FROM PROVIDER THE PHASE LIGHTS ARE VISIBLE.COORDINATE EXACT LOCATION TRANSFORMER WITH OWNER. #4/0 BARE COPPER '` 4. EXOTHERMICALLY BOND GROUNDING JUMPERS TO COUNTERPOISE. (TYP. OF 2) GROUND POTENTIAL SHALL BE CONSISTENT FOR ENTIRE SITE. GROUNDING JUMPERS AND COUNTERPOISE SHALL BE#4/0 BARE COPPER.GROUND RODS SHALL BE 3/4"X 20'COPPER-CLAD GROUND RODS.EXOTHERMICALLY WELD CONNECTIONS BELOW GRADE. MECHANICALLY CONNECT CONNECTIONS ABOVE GRADE. MECHANICAL LUGS SHALL ONLY HAVE ONE WIRE LANDED IN EACH POWER METER------._,, TERMINATION.EACH LUG SHALL BE FASTENED WITH A STAINLESS STEEL NUT AND BOLT.STACKING OF INDIVIDUAL LUGS WILL NOT BE ACCEPTABLE.GROUND BOXES SHALL BE 14"LONG QUAZITE #4/0 BARE COPPER SERVICE ENTRANCE RATED #PC1118CA0017 OR#PG1118BA12, CIRCUIT BREAKER DISCONNECT INSTALL LEVEL WITH THE (TYP. OF 2) ADJACENT GROUND,PROVIDE 57 SEE GROUND TEST STAND-BY J STONE OR MATCH SITE STONE IN WELL DETAIL WW-19B f I GENERATOR BOX,WITH GROUND ROD LOCATED / OFF CENTER OF BOX.QUAZITE AUTOMATIC TRANSFER SWITCH— o/ ����_�� BOX COVER TO READ"GROUND". EXPOSED GROUNDING SHALL BE IN 1"SCHEDULE 80 PVC OR LIQUID TIGHT FLEXIBLE CONDUIT. 5. PROVIDE COUNTY SIGNED INSPECTION OR PHOTO OF ALL PANEL CAD-WELDED SPLICES AND BOARD 1 UNDERGROUND TAPS.PROVIDE GROUND TEST REPORT TO COUNTY VERIFYING COUNTERPOISE RESISTANCE IS El DISCONNECT LESS THAN 5 OHMS. #4/0 BARE COPPER TO GROUND MAT (TYP) - CONTROL PANEL '�" --SEAL-OFF FITTING (TYP.) MOTOR J-BOX 6:111 0 0 FLOATS PUMPS (4) (2) COMMUNITY PUMP STATION - REVISION JAN102o 5TE 2 SHEET NO. RISER DIAGRAM CoI�.County W W—9 D WITH GENERATOR BACKUP NOTES 1. BOND FENCE AND ACCESS GATE TO COUNTERPOISE. 2. PROVIDE LIGHTNING PROTECTION FOR SCADA ANTENNA. 3. SURGE PROTECTION SHALL BE SQUARE D(THREE PHASE: POWER SERVICE #SDSA3650)WITH LED LIGHTS AND MOUNTED IN A FASHION THAT PROVIDERVIC THE PHASE LIGHTS ARE VISIBLE.COORDINATE EXACT LOCATION TRANSFORMER FRO WITH OWNER. #4/0 BARE COPPER *- 4. EXOTHERMICALLY BOND GROUNDING JUMPERS TO COUNTERPOISE. (TYP. OF 2) GROUND POTENTIAL SHALL BE CONSISTENT FOR ENTIRE SITE. GROUNDING JUMPERS AND COUNTERPOISE SHALL BE#4/0 BARE COPPER.GROUND RODS SHALL BE 3/4"X 20'COPPER-CLAD GROUND RODS.EXOTHERMICALLY WELD CONNECTIONS BELOW GRADE. MECHANICALLY CONNECT CONNECTIONS ABOVE GRADE. MECHANICAL LUGS SHALL ONLY HAVE ONE WIRE LANDED IN EACH POWER METER— TERMINATION.EACH LUG SHALL BE FASTENED WITH A STAINLESS STEEL NUT AND BOLT.STACKING OF INDIVIDUAL LUGS WILL NOT BE ACCEPTABLE.GROUND BOXES SHALL BE 14"LONG QUAZITE #PC1118CA0017 #4/0 BARE COPPER SERVICE ENTRANCE RATED OR#PG1118BA12,INSTALL LEVEL WITH (TYP. OF 2) c '/-CIRCUIT BREAKER DISCONNECT THE ADJACENT GROUND, PROVIDE 57 I_ STONE OR MATCH SITE STONE IN BOX, WITH GROUND ROD LOCATED OFF SEE GROUND TEST CENTER OF BOX.QUAZITE BOX COVER WELL DETAIL WW-19B TO READ"GROUND".EXPOSED GROUNDING SHALL BE IN 1" PANEL SCHEDULE 80 PVC OR LIQUID TIGHT 1- BOARD FLEXIBLE CONDUIT. 5. PROVIDE COUNTY SIGNED INSPECTION OR PHOTO OF ALL CAD-WELDED SPLICES AND CIRCUIT BREAKER UNDERGROUND TAPS.PROVIDE DISCONNECT WITH�_�cH GROUND TEST REPORT TO COUNTY PADLOCKABLE HINGE VERIFYING COUNTERPOISE - RESISTANCE IS LESS THAN 5 OHMS. #4/0 BARE COPPER TO GROUND MAT(TYP) DIESEL -CONTROL BACKUP PANEL PUMP ONTROL . •. . MOTOR J-BOX SUBMERSIBLE PRESSURE TRANSDUCER 6E1 /(-11> •■ FLOATS • (2) FLOATS PUMPS (4) (2) COMMUNITY PUMP STATION — REVISION DATE: SHEET NO. JAN. 2015 Go r Cotaxty W W-9 E RISER DIAGRAM _. -...,..__ WITH DIESEL BACKUP PUMP mop 0 / §k /} \ {§D R ƒo �/� -) 1. \§ �)2 : \ }3 2 ± LCC2 0 « CXI O §/ 'jz § }\» 2 /�j -1 ®° g m Le,) } E | ' | o w w -1 Jz M k w w / - a / \ 111 O \ w/ ♦ \j , $( \% 22 «� = e z I- D\ 8§b 2 g2 0� 2 ±<M I Ex >°°° w n in <0 �02 � a Et» Mcnw q_ w S¥� g$/ 5 LA_I =y°$ 0 « ® �zo =_°EL o< -emu» ZL ¥ « oo � og� z«<� � ' w =ELA , EX03« �2( seLL a RP(q §§�§ /o ou,o \j 2 3 2�« 2 $� �j 0 R§j M\ 0 > z 2 Li » z �kk §U ƒ L" x 0 0 I oo O I >D §k 3M icoo wo» \� /&I j 2ƒ Doa §� o/ / A°0 E 3 Jo ¥� °° wee 0/ ±� eSG ED bJl «0 » <0 mom\ w Bb /CC §§0 D� 0 > i- cce . - ] k� k§ 0 ao (0 Lai ] I 0- O Z 0 Ez « a °\ C.) - � V @ _ �m z CC j� w / %4 OK) 0 § XO #2 $ 2® E b $ a U o� §§ )§§ \ §\ 0- /\2/ c m u #\ \\� ) \�§ 0 9zJd 00 a_ ez<-§�ZF°k< /CC§ oomw §Lulu) m_>< »± b WW— 1O d «2 UMoe REVISED: MAY 2009 , SEWER CLEAN—OUT RIM AND COVER (SEE COUNTY REMOVABLE PVC APPROVED PRODUCT LIST, APPENDIX F) FLUSH IN THREADED PLUG PAVEMENT AREAS d- fi' 'i` �; I TRAFFIC TYPE T CAST OR `V METER BOX ELECTRONIC MARKER ..•.• (SEE COUNTY APPROVED 1 7 PRODUCT LIST, APPENDIX F) O j\ 3/4" CRUSHED ROCK PROVIDE CLEAN—OUT ON SEWER LATERALS AT UTILITY EASEMENT LIMITS. SEE PLANS K 2 >/ SEWER BRANCH WYE 45' BEND ,7-6" SANITARY LATERAL ti -FLOW d ///�\%��j�\/ MINIMUM SLOPE ELEVATION SEWER CLEAN-OUT DETAIL REVISION DATE: SHEET NO. JULY 2018 PAVED AREAS Cotter* county WW— 1 1 NTS Public Utilities Division " r \ REMOVABLE PVC THREADED PLUG AT PRELIMINARY EASEMENT, PROPERTY OR UTILITY INSPECTION RIGHT—OF—WAY LINE TO BE LOWERED TO FINAL GRADE AT TIME OF PLUMBER'S TIE—IN — 12" MAXIMUM WITHIN N RIGHT—OF—WAY LINE - I I NON—PAVED AREAS ELECTRONIC MARKER • ' a (SEE COUNTY APPROVED 18" x 18" x 6" CONCRETE PRODUCT LIST, APPENDIX F) N COLLAR \\ PROVIDE CLEAN—OUT ON SEWER , LATERALS AT UTILITY EASEMENT j�j 3/" EXPANSION LIMITS. SEE PLANS \` \/� JOINT AROUND CAP FLUSH WITH SLAB 1 SEWER BRANCH WYE 45* BEND v—6" SANITARY LATERAL Q —FLOW C /\ MINIMUM SLOPE ELEVATION REVISION DATE: SHEET NO. SEWER CLEAN—OUT DETAIL MAY 2013 COLLIER COUNTY Co ler Cour:cy 0&CE. AMIIDIMNIL W W- 12 N0 N PAVED AREAS Pubic Wines Division NAPLES,FLORIDA 34112 NTS e \ © 1V111 49 0 ARV OUTLET WARNING SIGN O GATE VALVE AND METER BOX ROTATED 90° DETAIL ONLY TO BE PR❑VIDED WHEN FOR CLARITY TAPPING SADDLE IS IN i \ ROADWAY TOP OF GATE VALVE ELEVATI❑N TO p mi MATCH FINISHED GRADE ELEVATI❑N Z � FINISHED GRADE? ®oRz a ; . WO / -�_p ®OR® 0 00 — ARV INSTALLED DIRECTLY V '�' ABOVE FM IS PREFERRED, ®OR;t =, O -2,0% SLOPE MIN • 2' 316 SST PIPE OFFSET ARV AS REQUIRED ®OR® SCH. 10 3' MIN. i i i BURIED DEPTH p r j2�v O ��,v W/ (2) 316 SST C❑NNECT T❑ FM �' C❑NNECT T❑ FM_I�� C-CLAMP STRAPS (SEE N❑TE 5) (SEE NOTE 5) (ONLY FOR OFFSET p p L❑CATI❑NS) NOT TO SCAM F 316 SST BOLTS NOTE: AND NUTS, NOTE: FORCE MAIN SIZE ARV ID NUMBERTYP. OF 4�YELLOW TEXT PROVIDE 3' DIAMETER BRASS MV 101 ' " WARNING SIGN SHALL BE ATTACHED WARNING x•Fll TO ENCLOSURE ANDSHALL BE I WASTE TFTER NA RE r s` DISC ANCHORED IN H-TEC BBS-SS ARV MANUFACTURER & MODEL FIBERGLASS. ,° 811 BLACK BACKGROUND BEFORE MGM. CONCRETE SLAB. °FT N OF Fu OFFSET DISTANCE & DIRECTION FROM FM mn"o room aura coo WW LU° a., YELLOW BACKGROUND BLACK TEXT °ARV BRASS DISC DETAIL °WARNING SIGN DETAIL NOT TO SCALE NOT TO SCALE MATERIAL ITEM QUANT, DESCRIPTION VENTED ENCLOSURE, WATER PLUS H30 MODEL FOR 2'63' ARVS, WATER PLUS H40 MODEL NOTES: 1 1 FOR ARVS >_4' 1.PROVIDE DARK GREEN REFLECTIVE AIR RELEASE VALVE, (SEE COUNTY APPROVED PRODUCT UST, APPENDIX F) (2' AND 3' THR, MARKER ON CURB OR EDGE OF ROADWAY 2 1 >_4' FLG) CLOSEST TO THE ARV. 3 1 SCH 80 PVC NIPPLE, LENGTH AS REQUIRED, THR X THR (2'& 3' ARV), 316 SST VAN STONE FLANGE (VSF> X 316 VSF 04' ARV) 2.PROVIDE 3'-0° RADIUS AROUND ARV 4a UP TO 3 2' OR 3' 316 SST BALL VALVE, FULL PORT, 316 SST HANDLE (THR) ENCENCLOAI RE CLEAR AR OF ALL LANDSCAPING UP TO 3 4' - 8' PLUG VALVE (SEE COUNTY APPROVED PRODUCT UST, APPENDIX F) (FLG) 5 UP TO 4 90' ELBOW, 316 SST (THR FOR 2' AND 3' ARVS, FLG FOR >4' ARVS) 3.PROVIDE 316 SST PIN ALLEN BOLT KEY 6 2 SHORT NIPPLE, 316 SST, (THR BOTH ENDS FOR 2' AND 3' ARVS, FLG FOR >4' ARV> SYSTEM WITH EACH ENCLOSURE. 7 2 316 SST PIPE, LENGTH AS REQUIRED, THR CONN FOR 2' AND 3', FLG CONN >4' 7a 2 2' PE 3408/3608 FOR 2' ARVS. 3' - 8' HDPE PIPE, PE 360B, DR 17 FOR ARVS 3' - 8'. 4.THE THREADED DR FLANGED OUTLET SIZE DOUBLE STRAP TAPPING SADDLE, 316 SST WITH THREADED OUTLET FOR 2' & 3' ARV'S, DI OF THE ARV SHALL BE SIZED BY THE 8 1 TEE (NJ X MJ X FLANGE) FOR ARV'S >4' DESIGN ENGINEER. A MINIMUM DIAMETER 9 2 4' & LARGER PIPE, D.I. OR PVC (DR-18) OF 2-INCHES SHALL BE PROVIDED. 10 1 1-1/2' CHECK VALVE, PVC, BY ARV MANUFACTURER 5.TAPPING SADDLE IS DEPICTED HOWEVER A 11 1 1-1/2' X 90' ELBOW, PVC SCH 80, BY ARV MANUFACTURER TEE(DIA. OF FM X SIZE OF ARV) SHALL 12 1 CONCRETE SLAB FOR ENCLOSURES, 300E PSI CONCRETE BE INSTALLED INSTEAD OF A TAPPING 13 1 COMPACTED FILL PER COLLIER COUNTY TYPICAL DETAIL, G-1 SADDLE FOR ARVS >4'. 14 1 57 STONE 15 1 (2) #4 BARS CONTINUOUS B. (4) 84 BARS DIAGONAL (2' MIN. COVER) 16 1 1-1/2' SCH 80 PVC, LENGTH AS REQUIRED 17 1 12' ALLIANCE METER BOX (ARV'S (4'), 18' ALLIANCE METER BOX (ARV'S >4'), BLACK REVISION DATE: . SHEET NO. FORCE MAIN AIR RELEASE VALVE JAN. 2015 DETAIL Ltl Coe C routy WW_ 13 NTS Public Utilities Division ti k FLEXIBLE RUBBER FLEXIBLE, RUBBER SLEEVE, SLEEVE WITH STAINLESS LOCK-JOINT TYPE WITH STAINLESS 1111111I STEEL STRAP, OR AS APPROVED STEEL STRAP (TYP) III REINFORCING STEEL STAINLESS LOW LINEIII_�RInIlliSTEEL STRAP 1NINIII_ ���� r I -ELAN- SLEEVE -PVC SEWER PIPE POURED CONCRETE SECTION ELEVATION *° OR GROUTED FINISH, 0.1' DROP ACROSS A-A MANHOLE FLOW LINE CHANNELS SHALL BE CLAY BRICK HAVING A MINIMUM OF 2" POURED CONCRETE OR 2" GROUTED 0.1' DROP ACROSS FLEXIBLE RUBBER FLEXIBLE RUBBER MANHOLE SLEEVE WITH STAINLESS SLEEVE WITH STAINLESS STEEL STRAP 111.11110"11 STEEL STRAP IN F• a .,.,. ;,.'. .. i eilliLlNE'41111i CHANNEL I I IIIII MIIII FLOW LINE �I®III, ° CHANNEL �A7 NI C POURED CONCRETE ` POURED CONCRETE rriEn C< °', OR GROUTED FINISH, OR GROUTED FINISH, . < 0.1' DROP ACROSS 0.1' DROP ACROSS MANHOLE MANHOLE xi o CP o TYPICAL FLOW LINE CHANNELS DETAIL NTS .... PO G cc re g a w o O wJ wa Q� W cc o `� `- 5 w W ace V) W d l0 0 `1 CL0 W J 11 Z , nt �� Ni k J �� U W W z a WV) a W IJ ( Ell -I O Z Q Q WQ0i NI'd W2 N Vw mZ L0LJ 41 m ww z _I� 2oIl�m =o J 0 0 raii=Ii o I— D w -J O CL 0 wZ0 a I ��Z Q w ¢ H Z a_J o hW b�ix Z. J cca W - Wa O Li i �0W U F o w }w} D ZO Z ¢N II 33m �ZZ 5 d' D Wo L r DOZ W �� i\' Zvi 0 -oZF La I Z o N N \ `G• m l� M ; °°JZ W � �`` � = = ow CO m I- c 1-1 a �/` 1M 0 `A` ,�' La m w �wN Z� LL El_ W NIxm2 ix �� 0 OF-O 0 JOoF W d Q Z Q O a_0 z (,_ ZW� Z CO >-O ZI- 1•�V*�` JVIQ a CO O 0 X ' •ZO IA I4 U a / UvW • Z vLn a v�v� w? 1-1-1wW j / �✓• NI omT oaI- � vW vik LuW WMQJ ,'` ��'�,. 30W m 3NI11b31N30 NIVW 83M3S �• �I ca3 mQa oi6 F'``0 „0-,9 NVHI SS31 2:131V3a0 a0 „0-,9 WW— 1 6 REVISED: MAY 2009 L% I GALVANIZE ANTENNA (SEE COUNTY APPROVED PIPE CAP PRODUCT LIST, APPENDIX F) ALIGN TOP ANTENNA LOBE REINFORCED WITH TOP OF TOWER HEATSHRINK COAXIAL BAND-IT STAINLESS CONNECTION HERE STEEL TIE WRAP _ ANTENNA DETAIL REINFORCED COAXIAL • #2 COAXIAL CABLE =1..,. 1i CABLE SERVICE LOOP (SEE COUNTY [ (REFER TO RTU APPROVED 21 x 1-1/4" MOUNT DETAIL FOR 121' POLE GAL 80 CONTINUED ROUTING) APPENDIX F) GALVANIZED POLE REINFORC " PRODUCT LIST, BAND-IT STAINLESS 3/8" __ 1" STRAIN RELIEF STEEL STAINLESS ON TOP OF STUBBED TIE WRAPS STEEL NUT a CONDUIT c- 1" CONDUIT ' L MOUNTED o I.I■. O IN FRONT #6 SOLID COPPER inn 3/8" OF TOWER GROUND TO RTU (74 STAINLESS LEG AS GROUND LUG SHOWN IN • STEEL BOLT CONDUIT GROUND CLAMP NUT SLEEVE DETAIL #2 DETAIL TOWER SECTION (SEE Ili II• BOTTOM OF COAXIAL MOUNTING GROUNDPER WIRE COUNTY APPROVED TOWER NECK AND ROUTING TOWER MAST DETAIL PRODUCT LIST, 21' POLE APPENDIX F) REINFORCED 1" x 6" PVC TEARDROP #1 DETAIL 1 NIPPLE e POLE SWIVEL BOLT GROUND LUG DETAIL SIDE VIEW I GROUND ROD #3 10 I OWER AXIS REINFORCED A , • o °� , AND PIER BONDED GROUND LEVEL TO CONTROL DETAIL #3 PANEL • • 2 CONCRETE ..•�� GROUND GRID TO CONTROL 'f D FOUNDATION GROUNDING DETAIL PANEL (SEECOPPER/8. )z REINFORCED O• CONDUIT DETAIL) GROUND ROD I t:.,� 1" x 6" PVC r TOWER • NIPPLE 7:1 \_ — REINFORCED a -46_• SECTION A—A CONCRETE BASE. SIZE • NOTES: TO BE DETERMINED BY m LICENSED STRUCTURAL it 1. TOWER/ANTENNA ASSEMBLY AND FOUNDATION p ENGINEER PER SOIL CONSTRUCTION MUST MEET CURRENT EDITION CONDITIONS AND FLORIDA 1" PVC CONDUIT SET DIRECTLY FLORIDA BUILDING CODE WIND LOAD REQUIREMENTS. BUILDING CODE WIND IN FRONT OF LEFT TOWER LEG PROVIDE STRUCTURAL CERTIFICATION BY FLORIDA c° I LOAD REQUIREMENTS(SEE NOTE). CONDUIT DETAIL TOP VIEW REGISTERED LICENSED PROFESSIONAL ENGINEER. 2. TELEMETRY NOT REQUIRED FOR PUMP STATIONS N J WITH PRIVATE OWNERSHIP AND MAINTENANCE. O CO TELEMETRY ANTENNA MOUNT DETAIL NTS 0.) LENGTH ► • " If / 1 i„.----_,,,\ (--,„------- rOOOOO❑ ❑OOOOOOO 2 az.,,,,\ _ p000000 ODOOOOD F VOOOOODO ' 0000000 1 -- 00g000000 OOCqIOO��O]]OO T i • CAST IRON FRAME AND COVER (TYP) MINIMUM OF TWO PRECAST CONCRETE WATANDERTGHT SEWER MANHOLE FRAME COIVER (SEE COUNTY APPROVED PLAN OR HDPERISERRINGS BRICK AND MORTARR (3 COURSES MAXIMUM) BETWEEN PRODUCT LIST, APPENDIX F), FLUSH IN MANHOLE AND CAST IRON FRAME (TYP) PAVED AREAS AND 2-1/2" ABOVE THE FINISH GRADE IN UNPAVED AREAS (24" UNPAVEDA MINIMUM DIAMETER) ARE f �r—�r��f� ^d4 ., �� AL, PLASTIC JOINT SEALING PAVEMENT) - --f COMPOUND (SEE COUNTY TEE WITH . _1 APPROVED PRODUCT CLEAN-OUT LIST, APPENDIX F) AND 2 1/2" 5" MINIMUM GROUT (TYP) LARGER PVC �� � TEE WITH 3" OR ,�O r PIPES (TYP). USE SEALING � 2" VENT J - CLEAN-OUT ELEMENT (SEE COUNTY WATER LEVEL APPROVED PRODUCT LIST, APPENDIX F) ON INLET f \-DEPTH AS 1 _ 18" AND OUTLET PIPES WITH DEPTH AS REQUIRED FOR STAINLESS STEEL REQUIRED FORK HARDWARE FIRST CHAMBER — SECOND CHAMBER TO HAVE 2/3 TO HAVE 1/2 OF CORED OR FORMED LIQUID CAPACITY 4" OUTLET OF TOTAL LIQUID CIRCULAR OPENING \OF FIRST CHAMBER (NP) CAPACITY. MINIMUM LIQUID SEAL AROUND DEPTH = 42" PIPE WITH NON- SHRINK GROUT PRECAST CONCRETE GREASE INTERCEPTOR 1/3'OF CONCRETE WALL LIQUID — (4" MINIMUM) DEPTH 6" 6" MINIMUM f + 12" MINIMUM 8" 12" t -'r •�r-111 :Ai�. .".4 ,�"w., 12" #57 SECTION . fii��C",_ STONE NOTES: 1. GREASE INTERCEPTOR SHALL COMPLY WITH STRUCTURAL 4. SIZING OF GREASE INTERCEPTORS SHALL BE BASED ON THE REQUIREMENTS APPLICABLE TO SEPTIC TANKS EXCEPT THAT DETAIL WW-18A EQUATIONS. THE MINIMUM VOLUME OF ANY THE INLET INVERT SHALL DISCHARGE A MINIMUM 2-1/2 INCHES GREASE INTERCEPTOR SHALL BE 750 GALLONS AND THE ABOVE THE LIQUID LEVEL LINE AND THE OUTLET PIPE SHALL MAXIMUM VOLUME OF A SINGLE GREASE INTERCEPTOR SHALL HAVE A TEE WITH A MINIMUM DIAMETER OF FOUR (4) INCHES BE 1250 GALLONS. WHEN THE REQUIRED EFFECTIVE CAPACITY THAT EXTENDS TO WITHIN 8 INCHES OF THE BOTTOM OF THE OF THE GREASE INTERCEPTOR IS GREATER THAN 1250 GALLONS, TANK. INSTALLATION OF GREASE TRAPS IN SERIES IS REQUIRED. 2. INTERCEPTOR MUST BE LOCATED SO AS TO PROVIDE EASY 5. KEYED JOINT SEALED WITH BUTYL RUBBER. ACCESS FOR ROUTINE INSPECTION AND CLEANING. 3. WHERE A GREASE INTERCEPTOR IS REQUIRED, ONLY KITCHEN WASTEWATER SHALL FIRST PASS THROUGH THE INTERCEPTOR AND THEN BE DISCHARGED INTO THE FIRST COMPARTMENT OF A SEPTIC TANK OR OTHER APPROVED SYSTEM. GREASE INTERCEPTOR WW— 8 NTS REVISED: AUGUST 2008`T._\ 9 4 i I SIZING FORMULA FOR RESTAURANTS, COUNTRY CLUBS AND ASSISTED LIVING FACILITIES (S) x (GS) x (HR/12) x LF = EFFECTIVE CAPACITY OF GREASE INTERCEPTOR IN GALLONS WHERE: S = NUMBER OF SEATS IN DINING AREA. GS = GALLONS OF WASTE WATER PER SEAT (USE 25 GALLONS FOR RESTAURANTS WITH CHINA DISHES AND/OR AUTOMATIC DISHWASHER) (USE 10 GALLONS FOR RESTAURANTS WITH PAPER OR BASKETS AND NO DISHWASHER) HR = NUMBER OF HOURS RESTAURANT IS OPEN LF = LOADING FACTOR (USE 2.00 INTERSTATE HIGHWAY; 1 .50 OTHER FREEWAYS; 1 .25 RECREATIONAL AREA; 1 .00 MAIN HIGHWAY; 0.75 OTHER HIGHWAY) SIZING FORMULA FOR SCHOOLS AND OTHER ESTABLISHMENTS WITH COMMERCIAL KITCHENS (NO DISHWASHER) (M) x (GM) x (LF) = EFFECTIVE CAPACITY OF GREASE INTERCEPTOR IN GALLONS WHERE: M = MEALS PREPARED PER DAY GM = GALLONS OF WASTE WATER PER MEAL (USE 5 GALLONS) LF = LOADING FACTOR (USE 1 .00 WITH DISHWASHING MACHINE AND 0.75 WITHOUT DISHWASHING MACHINE) NO COMMERCIAL DISHWASHER, NO CHINA OR DISPOSAL CHINA ONLY CAPACITY OF GREASE TRAPS TOTAL FLOW-THROUGH RATING GREASE RETENTION CAPACITY (GPM) (POUNDS) 4 8 6 12 7 14 9 18 10 20 12 24 14 28 15 30 18 36 20 40 25 50 35 70 50 100 GREASE INTERCEPTOR TABLES WW- 1 8A NTS REVISED: APRIL 2006 .JT SECTION 4 APPENDICES Go to the Collier County website below for the latest revisions to the appendices: https://www.colliercountyfl.qov/your-governmentldivisions-f-r/public-utilities- planninq-and-project-management/utilities-standards-manual 0 v COLLIER COUNTY WATER-SEWER DISTRICT UTILITIES STANDARDS MANUAL SECTION 4 APPENDICES Table of Contents Appendix A Utility Deviation Form Appendix B Water Meter Sizing Form Appendix C Final Waiver of Liens—Conveyance of Utilities Facilities to County Appendix D Utilities Conveyance Checklist Appendix E Vendor and Manufacturer Approval Application Form Appendix F County Approved Product List Appendix G Approved Backflow Devices COLLIER COUNTY TABLE OF CONTENTS CP)APPENDICES Page 1 of 1 � Cog r CoUnty COLLIER COUNTY PUBLIC UTILITIES DEPARTMENT ENGINEERING AND PROJECT MANAGEMENT DIVISION 3339 East Tamiami Trail Suite 303 Naples, FL 34112 Phone: (239) 252-8836 Any request for a deviation from the Collier County Water-Sewer District Utilities Standards and Procedures must be submitted on the Utility Deviation Form and should include all required information for a faster and more efficient process. Please email your request to UtilityPlanning©colliercountyfl.qov. Please maintain on deviation per form and select the appropriate type(s) of deviation (Wastewater, Water, IQ Water, or Grease Trap). Provide the associated land use application number assigned by the Growth Management Department. Ensure to select whether the deviation is on a privately owner or county owner system. Include a drawing that has the area(s) of interest highlighted for quick referencing. Please include any and all equipment specification information, pressures and velocities of flows, or other pertinent documentation and a cover letter to give additional information that may not be addressed on the form. For Grease Trap Deviations, please include a cover letter giving any relevant information regarding the kitchen and its use, a copy of the menu of what is to be cooked and served, and a floor plan of the kitchen and seating area. Typically, Utility Deviation requests are processed within 5-10 business days. You will be notified by email of the outcome of your deviation request. If the deviation is rejected, a meeting may be requested with the appropriate Director and staff to discuss. If you have any questions regarding this process, please call (239) 252-8836 or email your questions to UtilityPlanning a(�colliercountyfl.gov. Utility Deviation Form Revision Date: July 2018 r Col ier Comity ity UTILITY DEVIATION FORM Petitioners Request Date: ❑ Wastewater ❑ Water ❑ IQ Water ❑Grease Trap Land Use Application # ❑ Privately Owned ❑County Owned Project Name: Folio Number(s): REQUIRED INFORMATION Petitioner's Name& Business Name: Cover Letter w/Pertinent Information Site Drawings Business Address: Detail Specifications(include MFR Maint. Procedures for Grease Trap Deviations) Phone#: Menu&Seating (Only for Grease Trap Deviations) Email: Reason for Request: How does this Request Differ from Ordinance: Impact of this Request of Affected Area: Impact of this Request on the Maintenance of the System: Explain Benefits Request Will Have to the Operation/Maintenance of the Collier County Utility System: Additional Comments: PO Utility Deviation Form Revision Date: July 2018 G C ,,..r cv-14-pity Water Meter Sizing Form • One Form Per Meter Preparer's Information: Project Information: Date====> Name > Permit or AR Number Title > Name of Project==_> Company > Project Address===> Address > Phone > Email Address > Please Note: 1.All commercial facilities must be metered separately from residential facilities with the exception of those commercial facilities that are within a master metered residential development and designed for the exclusive use of the residents within such development. 2.The Design Engineer/Architect must submit signed and sealed documentation supporting meter sizing.Sizing shall be based upon fixture flow values,as shown on the following page and the table on page 3, unless approved otherwise by Utility Deviation. If an increase in meter size is requested to accommodate for fire flow, the Engineer/Architect should check appropriate box below.A Utility Deviation will not be required for increasing meter size for fire flow requirements.For all meter sizes,the Engineer/Architect must consider all relevant factors before selecting the final meter size. 3.For remodeling projects,this form must be submitted only if there is a net increase in fixture flow value. This Section to be filled out by Engineer/Architect of Record: Demand in accordance with the attached Fixture Flow Value Worksheet(s)and the Table for Estimating Demand: Meter Size Required: GPM Meter Size Requested: If the meter size requested is larger than the meter size required per the table below,please indicate the reason for the request by checking the appropriate box: Existing Meter Size: ❑ Fire Flow ❑ Other(Please attach Utility Deviation Approval) Demand Range (GPM) Meter Size Type or Print Name of Engineer/Architect of Record for Project 3 „ O to 30 30.1 to 50 1" 50.1 to 100 1%" 100.1 to 160 2" 160.1 to 450 3" 450.1 to 1,000 4" 1,000.1 to 2,000 6" 2,000.1 to 3,500 8" Signature of Engineer/Architect of Record for Project and Date Q0 (Affix Engineering/Architect Stamp Here] Efredive:July2018 FINAL WAIVER OF LIENS - CONVEYANCE OF UTILITY FACILITIES TO COUNTY KNOW ALL MEN BY THESE PRESENTS, that for and in consideration in the amount of $ lawful money of United States of America, to me in hand paid, the receipt whereof of which is herby acknowledged, does hereby waive, release, remiss and relinquish any and all right to claim any lien(s) for work performed and/or for material furnished, and/or for any claim whatsoever with regard to utility facilities constructed in, over or under the below-described real property. The undersigned certifies to the County that the undersigned has all requisite authority to execute this Waiver for all intended purposes. Every individual who, and each entity that, pursuant to the undersigned's agreement with regard to the subject utility facilities, has supplied or furnished service(s), labor, material(s) and/or supplies used in installation, construction, maintenance, repair, location, relocation, or otherwise, with regard to utility facilities thereby located in, on or over the real property described below, have been paid in full (or have been adequately bonded) whereby as to all such services, labor, materials and/or supplies there exist no claim(s) from any such individual or entity that will affect conveyance of good and marketable title to the utility facilities to Collier County and/or to the Collier County Water-Sewer District. Legal description of the site where the subject utility facilities have been constructed or installed is Signed: Printed (or typed) Name STATE OF FLORIDA ) COLLIER COUNTY ) The foregoing instrument was acknowledged before me this day of , 200 by , who is personally known to me OR who provided identification Type of identification produced: My Commission Expires Notary Public, State of Florida 08/26/03 rP� Utilities Conveyance Checklist POTABLE WATER, NON-POTABLE IRRIGATION WATER AND WASTEWATER FACILITIES ACCEPTANCE Today's Date: Project Name: Original Utility Project No. PL#: (AR/PL): Submittal Requirements N/A review accept Item ed Item Needed Notes 1. ❑ ❑ ❑ Final Utility Acceptance Application 2. ❑ ❑ ❑ Addressing Checklist (ID number or Folio number of Property) Legal Documents In Item Item Needed Notes N/A review accepted 1. ❑ ❑ ❑ Attorney's Affidavit 2. ❑ ❑ ❑ Owner's Affidavit 3. ❑ ❑ ❑ Warranty Deed/Bill of Sale with Exhibit B per Utilities Standards and Procedures Ordinance Section 10.2.6 4. ❑ ❑ ❑ Utilities Facilities Securities Subordination (required when any security interest in the utility facilities/systems is involved). UCC-1(s)can be subordinated by a Subordination or by use of UCC-3(s) if not released by Subordination. 5. ❑ ❑ ❑ Deed of Utility Easement- Copy of last Deed that conveyed title of the Associated Real Property and Copy of all Utility Easements then being conveyed to the County, including legal description with Surveyor's Sketch of Easement. (Utility easements are not required provided all utility facilities then being conveyed are in public right-of way, are in then existing utility easements, or are in CUEs) 6. ❑ ❑ ❑ Utilities Performance Security (UPS) 10% of Total Cost plus Final Obligations cash bond of not less than $4,000 (AR-5939&above) 7. ❑ ❑ ❑ Final Release of Lien from Utility Contractor for the system(s) or portion(s) thereof constructed 8. ❑ ❑ ❑ Facilities Lease (when applicable) ��� Page 1 of 3 i �.`5 1 Rev. 07/2018 CHECKLIST WATER& SEWER FACILITIES ACCEPTANCE COUNTY ORDINANCE 97-17, AS AMENDED Page 2 9. ❑ ❑ ❑ Facilities Lease (including Sub-Developer) use Form 10.1 Tests, Certifications and Supplemental Documents N/A In Item Notes review accepted Item Needed 1. ❑ ❑ ❑ Sewer Video of constructed gravity sewer (Sewer Report & Master Utility Sheet) 2. ❑ ❑ ❑ Certification of pressure testing of wastewater force mains by Engineer of Record 3. ❑ ❑ ❑ Certification of the infiltration/exfiltration tests for the sewer lines by Engineer of Record 4. ❑ ❑ El Coating certification from the manufacturer or a professional testing laboratory for all manholes, wet wells and valve vault. 5. ❑ ❑ ❑ Lift station(s) start up report(s) 6. El ❑ ❑ Electrical Contractor's certification of Lift Station electric service wire sizing and voltage drop pursuant to National Electrical Code Specifications 7. ❑ ❑ ❑ Start-up and successful testing of Data Flow telemetry equipment (AR-7936&above) 8. ❑ ❑ ❑ Certification of pressure testing of water and non-potable irrigation mains by Engineer of Record 9. ❑ ❑ ❑ Letter by Engineer certifying that: • All water, non-potable irrigation and/or sewer facilities are located within the public right-of-way or dedicated easements • All the utilities system(s), or portion(s) thereof, has been constructed in accordance with County Ordinances and Regulations, including the required color for piping 10. El ❑ ❑ One year (1) Warranty on work performed and system(s) or portion(s) thereof installed by Utilities Contractor 11. ❑ ❑ ❑ Engineer's Final Payment Confirmation 12. ❑ ❑ ❑ DEP Certification and copy of General Permit for WATER facilities (including interim facilities, if applicable); 13. ❑ El ❑ DEP WATER Certification approval to be forwarded when received Page2of3 iC —71)9 Rev. 07/2018 CHECKLIST WATER & SEWER FACILITIES ACCEPTANCE COUNTY ORDINANCE 97-17, AS AMENDED Page 3 14. ❑ ❑ ❑ DEP Certification and copy of General Permit for SEWER facilities (including interim facilities, if applicable); 15. LI ❑ ❑ DEP SEWER Certification approval to be forwarded when received 16. ❑ ❑ ❑ DEP Certification and copy of General Permit for (RECLAIMED) NON- POTABLE IRRIGATION WATER facilities (including interim facilities, if applicable); In-service Letter to be forwarded when received 17. ❑ ❑ ❑ Lab results on bacteriological tests for potable water mains 18. ❑ ❑ ❑ Satisfactory Test Reports and Certification of backflow device by Certified Laboratory. 19. ❑ ❑ ❑ Verification of Final Cost (Include materials and labor, misc.) Cost breakdown —Contributory Assets for County/Private Materials (materials only) i.e.detailed quantities,sizes, unit cost,total cost,etc) 20 ❑ ❑ ❑ Letter from the Fire District regarding ownership and maintenance of fire hydrants 21. ❑ ❑ ❑ Signed copy of field fire flow testing by the applicable Fire Control District Engineering Documents N/A In item review accepted Item Needed Notes 1. ❑ ❑ ❑ One (1) complete set of Record Drawings to include all utilities and all related underground work signed and sealed by the Engineer of Record for potable water, non-potable irrigation water and /or wastewater system(s) or portion(s) thereof 2. ❑ ❑ ❑ One (1) computer-generated disk of Record Drawings in CAD and PDF format in accordance with Section 10.4: Record Drawings of the Utilities Standards and Procedures Ordinance 3. ❑ ❑ ❑ Longitude and latitude shall appear on detail sheet. (AR-7936&above) Office Use Only below this line ❑W ❑W/S ❑S ❑IRR Page 3 of 3 O� Rev. 07/2018 C VENDOR AND MANUFACTURER APPROVAL APPLICATION FORM Please prepare the completed Approval Application Form along with all requested information, and email all documents to the Public Utilities Engineering and Project Management Division as noted below.All documents must be in either PDF or WORD or EXCEL format.Other file formats will not be accepted. Faxes will not be accepted. UtilityPlanninga,colliercountyfl.gov VENDOR AND MANUFACTURER APPROVAL APPLICATION FORM Date: A. Application Contact Name &Business: Address Phone # Fax # Email address B. Manufacturer of Product Address Phone # Fax # Email address C. Specific Location(s) of Product Manufacture and Assembly Address Phone # Fax # Email address D. Identify specific County Detail(s) or Specification(s) on which approval is sought. Page 1 of 4 Rev 07/18 r� E. Is the applicant the product manufacturer? If not, describe the relationship of the applicant to the manufacturer. Yes No F. Is the product available through more than one vendor? Describe who will provide sales and service to the County for the submitted product. Yes No G. Is the product is manufactured in whole or in part outside of the United States? Yes No H. If the answer to Item G is Yes, attach copy of ISO 9001 Quality Control current certification certificates for the manufacturer and the point of manufacture. I. How long has the specific product or service being proposed been on the market for public purchase? No. of Years J. In the case of applicators or installers, for how long has work been commenced and completed using the specific product or service being proposed? No. of Years K. Provide a product or service customer reference list that identifies the organization, location, contact person, email address, phone number, date of first installation, date of completion, number of products used, and the specific application of the product with each reference. Applicators and installers must have at least three references using the specific product or service being proposed. L. Provide a list identifying the public utility departments or organizations that have approved your product. Preference should be given to utility departments within the state of Florida. The list must include a contact name, email address and phone number at each public utility. CD) Page 2 of 4 Rev 07/18 M. Attach legible copies of pertinent product data sheets, shop drawings and performance data to assist with the County's review. All information must be submitted with the Application form. Clearly identify what product and product sizes are being proposed. Complete submittals are required with initial application, and supplemental submittals will not be accepted. N. As applicable, provide copies of certifications that specific product being proposed meets the following standards: UL Approval attached Yes No FM Approval attached Yes No NSF 61 Approval attached Yes No (NSF 61 approval is mandatory for all products that may be in contact with potable water.) O. Summarize the advantages of the submitted product or service. Provide no more than one page of text. P. Provide estimated unit cost for the submitted product or service. Q. Provide separate estimated unit costs for the operation and the maintenance of the submitted product or service. R. Based on the references identified above, identify the anticipated life of the submitted product or service before either replacement or major repair is needed. S. Explain benefits this application will have to the operation and maintenance of the Collier County Utility system: Page 3 of 4 Rev 07/18 OCT The applicant hereby affirms the information provided with this Application Form is complete, accurate and current. Submitted by Signature Firm name Date Page 4 of 4 Rev 07/18 (7)) Collier County Public Utilities Department County Approved Product List All Systems NOTES: 1)Substitutions for any item listed below shall be submitted using the"Vendor and Manufacturer Approval Application Form,"Appendix E, and reviewed to be considered an equal. 2) If a product is not listed, refer to the Specifications for performance standards. Item Manufacturer Model(s) Location in Standards Manual Casing Spacer End Seals Power Seal EndSeal Section 330523.16, Page 4, 3_1 B Casing Spacer End Seals Cascade Waterworks MFG Co. CCES Section 330523.16, Page 4, 3.1 B Casing Spacers Stainless Steel Power Seal 4810 Section 330523.16, Page 4,3.1 BG-5 Casing Spacers Stainless Steel Cascade Waterworks MFG Co CCS Section 330523.16, Page 4, 3.1 B-5 Electronic Markers 3M Electronic Ball Marker 1423, 1424& 1428 Section 1: 2.6.1, 3.1.4,3.2.1/WW-10/WW 12/WW-16 Electronic Markers OMNI MARKER 161, 162& 168 Section 330518, Page 9, 3.2 0.2 Joint Restraint Devices EBAA Iron Sales Section 1: 2.3/Section 330503, Page 5, 2.1 L/Section 330504, Page 7, 2.5 F Joint Restraint Devices Romac Industries Section 1:2.3/Section 330503, Page 5, 2.1 L/Section 330504, Page 7, 2.5 F Joint Restraint Devices Sigma Section 1: 2.3/Section 330503, Page 5, L/Section 330504, Page 7,2.5 F Joint Restraint Devices Star Pipe Products Section 1: 2.3/Section 330503, Page 5, 2.1 L/Section 330504, Page 7,2.5 F Joint Restraint Devices Ford Meter Box Company Section 1:2.3/Section 330503, Page 5, L/Section 330504, Page 7, 2.5 F Joint Restraint Devices, Push-On American Cast Iron Pipe Flex Ring&Lok-Ring Section 330504, Page 7, F.3 joints for push joint pipe Company Joint Restraint Devices, Push On McWane Inc. Super-Lock&TR Flex Section 330504, Page 7, F.3 joints for push joint pipe Joint Restraint Devices, Push On U.S. Pipe Section 330504, Page 7, F.3 joints for push joint pipe Metalized Tape TRXef Industries, Inc. Houston, Terra Tape Section 330518, Page 9, 0.1 Appendix F Page 1 of 12 Rev.07/2018 O Collier County Public Utilities Department County Approved Product List All Systems NOTES: 1)Substitutions for any item listed below shall be submitted using the"Vendor and Manufacturer Approval Application Form,"Appendix E, and reviewed to be considered an equal. 2)If a product is not listed, refer to the Specifications for performance standards. Item Manufacturer Model(s) Location in Standards Manual Metalized Tape Proline Safety Products Detectable Tape Section 330518, Page 9, 0.1 Rubber Gasket pipe McWane Inc. Long-Span Pipe Section 330518, Page 10, Q.1 Rubber Gasket pipe American Cast Iron Pipe Flanged Section 330518, Page 10, Q.1 Company Rubber Gasket pipe US Pipe Flanged Section 330518, Page 10, Q.1 Single Sealed Gasket Push-on type American Cast Iron Pipe Fastite Section 330504, Page 10, 3.3.0 joint Company Single Sealed Gasket Push-on type U.S. Pipe Tyton Section 330504, Page 10, 3.3.0 joint Single Sealed Gasket Push on type McWane Inc. Tyton Section 330504, Page 10,3.3.0 joint Two-part Coal tar Epoxy Madewell Products Corp. Madewell 1104 Section 330518, Page 6, 3.2 G.4 Appendix F Page 2 of 12 Rev.07/2018 • Q0 G Collier County Public Utilities Department County Approved Product List Water Systems NOTES: 1)Substitutions for any item listed below shall be submitted using the"Vendor and Manufacturer Approval Application Form,"Appendix E, and reviewed to be considered an equal. 2)If a product is not listed, refer to the Specifications for performance standards. Item Manufacturer Model(s) Location in Standards Manual Automatic Flushing Device, Ground Mueller/Hydro-Guard HG-1 W-2 Mounted Automatic Flushing Device, Ground Kupferle Foundry Company Eclipse#9400-WC W-2 Mounted Automatic Flushing Device, Hydrant Mueller/Hydro-Guard HG-6 W-2 Mounted Automatic Flushing Device, Hydrant Kupferle Foundry Company Eclipse#9700 W-2 Mounted Backflow Preventer Assembly See Approved Backflow Devices List,Appendix G Bushing Ford C18 W-6 Corporation Stops Ford F1100NL SERIES W-6 Corporation Stops Ford FB1100NL SERIES W-6 Corporation Stops A.Y. McDonald 4104NL W-5 Corporation Stops A.Y. McDonald 4101 BF NL W-5 Corporation Stops Mueller H10045N, H15008N Section 331200, Page 2,2.3 A.1 Corporation Stops Mueller H 10046N/ W-5 H-10046 Coupling Ford Model numbers vary by W-6 application Coupling A.Y. McDonald Model numbers vary by W 6 application Coupling Mueller Model numbers vary by W-6 application Curb Stop Ford B43xxxW-NL W-12 Curb Stop A.Y. McDonald 76102-22 W-12 Curb Stop Mueller Mark II Oriseal H-15172N Section 331200, Page 2, 2.3 A.1 Appendix F Page 3 of 12 Rev.07/2018 Collier County Public Utilities Department County Approved Product List Water Systems NOTES: 1)Substitutions for any item listed below shall be submitted using the"Vendor and Manufacturer Approval Application Form,"Appendix E, and reviewed to be considered an equal. 2)If a product is not listed, refer to the Specifications for performance standards. Item Manufacturer Model(s) Location in Standards Manual HDPE Stab Fitting Elster Hydrosert Hydrant American Darling 6-inch B-84-B Section 331619, Page 2, 2.1 G Hydrant Clow Medallion Section 331619, Page 2, 2.1 G Hydrant Mueller Centurion A-423 Section 331619, Page 2, 2.1 G Meter Box, Light Duty DFW Light Duty W-12 Meter Box, Light Duty Carson Light Duty W-12 Meter Box,Heavy Duty(Staff Use) DFW Heavy Duty W-12 Meter Box,Heavy Duty(Staff Use) Carson Heavy Duty W-12 Meter Box,Heavy Duty(Staff Use) Hubbel Heavy Duty W-12 Meter, Fire Protection(3",4",6",8") Elster AMCO evoQ4 Electromagnetic Meter W-9/W-14 Meter, Fire Protection(3",4",6", 8", Neptune HP Fire Service Turbine Meter W-9/W-14 10") Meter, Fire Protection (3/4", 1", 1—Mueller Systems-Hersey Residential Fire Meter W 1/2",2") Meter, Fire Protection (4", 6", 8", Neptune HP Protectus III Fire Service W_9/VV_14 10") Meter Meter, Potable Water Neptune Tru/Flo W-13 Pedestal Housing Channel CCWD Signature Series SPH W-5 __ Pedestal Housing Water Plus Corp 131632 NP-4 Pedestal Housing PenCell Plastics AV142034HDHS001009 NP-4 Sampling Station Kupferle Foundry Company Eclipse 88WC W-6 Sampling Station Water Plus Corp 301W W-6 Sampling Station GIL Industries 3/4" W-6 Appendix F Page 4 of 12 Rev.07/2018 PG I G-- Collier County Public Utilities Department County Approved Product List Water Systems NOTES: 1)Substitutions for any item listed below shall be submitted using the"Vendor and Manufacturer Approval Application Form,"Appendix E, and reviewed to be considered an equal. 2)If a product is not listed, refer to the Specifications for performance standards. Item Manufacturer Model(s) Location in Standards Manual Service Saddles(Brass) Ford F202B Section 331200, Page 7,2.3 G.1 Service Saddles(Brass) Mueller DR2 B Section 331200, Page 7,2.3 G.1 Service Saddles(PVC) Perm Bact Powerseal P3401 SERIES Section 331200, Page 7,2.3 G.1/W-6 Sample Point Service Saddles(PVC) Perm Bact Ford S 90 SERIES Section 331200, Page 7,2.3 G.1/W-6 Sample Point Service Wye Ford Y44-xxx-NL W-12 Strainer, Flanged(Staff Use) Mars Z-plate Strainer, Flanged(Staff Use) Neptune Rilsan nylon-coated ductile iron Tapping Saddle/Hot taps Powerseal P3490MJ Series W-12 Valve Box Tyler/Union 461 Section 331200, Page 4,2.3 B.2 Valve Box, Locking Cover AMPro USA LL562 Section 331200, Page ,2.3 B.2. Valve Setter Wilkins WMJS W-9A/W-11A Valve,Air Val-Matic Model 801AS W-11/W-14/W-16 Valve,Air Release A.R.I. D-040(nylon), W-5 D-040 ST ST(SS) Valve, Bacterial Sampling Station Mueller Mark II Oriseal Section 331200, Page 3, 2.3 A.1 Line Valve, Ball Ford Section 331200, Page 3, 2.3 A.1 Valves and Appurtenances American Darling Section 331200 2.3 A Valves and Appurtenances A.Y. McDonald Section 331200 2.3 A Valves and Appurtenances Clow Section 331200 2.3 A Valves and Appurtenances Ford Section 331200 2.3 A Valves and Appurtenances Kennedy Section 331200 2.3 A Valves and Appurtenances Mueller Section 331200 2.3 A Valves and Appurtenances U.S. Pipe Section 331200 2.3 A Appendix F Page 5 of 12 Rev.07/2018 0 Collier County Public Utilities Department County Approved Product List Irrigation Quality(IQ)Systems NOTES: 1)Substitutions for any item listed below shall be submitted using the"Vendor and Manufacturer Approval Application Form,"Appendix E, and reviewed to be considered an equal. 2)If a product is not listed, refer to the Specifications for performance standards. Item Manufacturer Model(s) Location in Standards Manual 120VAC Surge Suppressor Edco HSP121 NP-E3 12VDC Power Supply Allen Bradley 1606-XLS NP-E3 12VDC Power Supply Sola HD SDN-P NP-E3 12VDC Power Supply PULS Dimension-QS NP-E3 24VDC Power Supply Allen Bradley 1606-XLE NP-E3 24VDC Power Supply Sola HD SDN-P NP-E3 24VDC Power Supply PULS Dimension-QS NP-E3 Antenna Subsystem Data Flow Systems, Inc. RTA209 Yagi Antenna NP-E9 Back Pressure Sustaining Valve Ames No. 920 NP-1/NP-E2 Plate Strainer, Top Access Mars NP-1/NP-E2 Corporation Stops Ford FB 1100 NL/ NP-2 FB 1100 Corporation Stops A.Y. McDonald 74704B NP-2 Corporation Stops A.Y. McDonald 74104NL/ NP-4 74104 Corporation Stops A.Y. McDonald 74101 BF NL/ NP-4 74101 BF Corporation Stops Mueller H-10046N/ NP-4 H-10046 Curb Stop Ford B43-444W-NL, Compression x NP-2 Meter Swivel Data Radio Integra TR NP-E3 Data Signal Line Surge Processor Edco PC642 Series NP-E3 Geomembrane GSE Environmental Section 334713, Page 4, 1.6 A.1 Level Transducer Wika NP-E6 Appendix F Page 6 of 12 Rev.07/2018 PP G Collier County Public Utilities Department County Approved Product List Irrigation Quality(IQ)Systems NOTES: 1)Substitutions for any item listed below shall be submitted using the"Vendor and Manufacturer Approval Application Form,"Appendix E, and reviewed to be considered an equal. 2)If a product is not listed, refer to the Specifications for performance standards. Item Manufacturer Model(s) Location in Standards Manual 12"Meter Box DFW DutyD1200 AMR Series, Light NP-2 Meter Box Carson Light Duty NP-2 Flow Meter, Magnetic Endress+Hauser W400 NP-1/NP-E2 Water Specialties No. ML-04-X Meter, Non-Potable Propeller McCrometer with 4-20 MA Output NP-1/NP-E2 Transmitter,TR-16 Pedestal Housing Channel CCWD Signature Series NP-4 SPH14206C1B1L01 Pedestal Housing Water Plus Corp 131632 NP-4 Pedestal Housing PenCell Plastics AV142034HDHS001009 NP-4 Rain Gauge ISCO 674 NP-E5 Service Wye Ford Y44-264-NL NP-2 Service Wye A.Y. McDonald 708YS22 NP-2 Service Wye Mueller P-15343N NP-2 Surge Suppression Edco SS65 Series NP-E6/NP-E7 Surge Suppression CITEL TSP15M NP-E6/NP-E7 Surge Suppression, Main Service Lea USP-M Series NP-E5 Tapping Saddle/Hot taps Powerseal P3490MJ Series NP-2 Valve,Air Release A.R.I. D-040 NP-4 Valve,Air Release A.R.I. D-040 SS NP-4 Valve,Air Release GA Industries 942SS NP-4 Valve,Air Release GA Industries Combination Section 1 2.7/NP-1/NP-4/NP-E2 Valve, Rising Stem Gate/OS&Y American Flow Control AFC-2500 SERIES NP-1/NP-E2 VPB-flanged,type 317 Valve,V-Port Ball DeZurik stainless, and Teflon seat and NP-1 bearings Appendix F Page 7 of 12 Rev.07/2018 O Collier County Public Utilities Department County Approved Product List Irrigation Quality(IQ)Systems NOTES: 1)Substitutions for any item listed below shall be submitted using the"Vendor and Manufacturer Approval Application Form,"Appendix E, and reviewed to be considered an equal. 2)If a product is not listed, refer to the Specifications for performance standards. Item Manufacturer Model(s) Location in Standards Manual Valve,V-Port Ball-Motor Rotork IQTM NP-E2 (Actuator) Appendix F Page 8 of 12 Rev.07/2018 `PD Collier County Public Utilities Department County Approved Product List Wastewater Systems NOTES: 1)Substitutions for any item listed below shall be submitted using the"Vendor and Manufacturer Approval Application Form,"Appendix E,and reviewed to be considered an equal. 2)If a product is not listed, refer to the Specifications for performance standards. Item Manufacturer Model(s) Location in Standards Manual Access Frame(Pump Station) U.S. Foundry AHD WW-7/WW-8 Access Hatch,Aluminum Bilco J-AL H2O(5-1/2"depth) WW-13 Access Hatch,Aluminum Halliday H1W(3-1/2"depth) WW-13 Access Hatch,Aluminum U.S. Foundry AHS (5"depth) WW-13 Antenna Subsystem Data Flow Systems, Inc. RTA209 Yagi Antenna Section 333200, Page 4,2.1 J/WW-17 Biofiltration Odor Control System Evoqua Zabocs(pre-engineered) Section 333200, Page 5,2.1 P Ceramic Epoxy Lining Vulcan Painters Protecto 401 Coating Section 330504, Page 3,2.1.B Section 333913, Page 4, 2.2 K/WW-3/WW- Chimney Seal Cretex 4/WW-5 Section 333913, Page 4, 2.2 K/WW-3/WW- Chimney Seal Trelleborg 4/WW-5 Coaxial Cable Data Flow Systems, Inc. RTC 400 Section 333200, Page 2.1 J/WW-17 Diaphragm Seals Ashcroft Section 333313, Page 8,2.2 G Diaphragm Seals Mansfield and Green Type SB Section 333313, Page 8,2.2 G Diaphragm Seals Trerice Section 333313, Page 8,2.2 G Flanged Adapter Connections EBAA Iron Sales E2100 SERIES Section 333313, Page 8, 2.2 F.1.c- Flanged Adapter Connections Victaulic Vic Flange Style 741 Section 333313, Page 8, 2.2 F.1.c- Flow Meter Endress-Hauser Promag W400 Section 333313, Page 9,2.2 M.1 Generator Receptacle and Angle Crouse Hinds AR2042 with S22 option, and WW 7/WW 9 Adapter an AJA1 angle adaptor Grass Covered Porous Pavement Invisible Structures Grasspave2 WW-8/WW-8A/WW-8B Inflow Protector, Stainless Steel Sewer Shield, Inc. Maitland, FL Section 333913, Page 4, 2.2 K Internal Protection IET Sytems IET Coating System Section 333913, Page 5, 3.1 F/Section 099723/WW-3/WW-4/WW-5/WW-7 Appendix F Page 9 of 12 Rev.07/2018 O r?' Collier County Public Utilities Department County Approved Product List Wastewater Systems NOTES: 1)Substitutions for any item listed below shall be submitted using the"Vendor and Manufacturer Approval Application Form,"Appendix E, and reviewed to be considered an equal. 2)If a product is not listed, refer to the Specifications for performance standards. Item Manufacturer Model(s) Location in Standards Manual Internal Protection Raven Lining Systems- Raven 405 Section 333913, Page 5, 3.1F/Section Broken Arrow, OK 099723/WW-3/WW-4/WW-5/WW-7 Internal Protection Kerneos-Chesapeake,VA Sewpercoat Lining System Section 333913, Page 5, 3.1 F/Section 099723/W W-3/W W-4/W W-5/W W-7 Junction Box Hoffman A12106NFSS WW-9 Lightning Arrestor Square D SDSA-1175 for 1-phase Section 333200, Page 5, 2.1 O/WW-9 Lightning Arrestor Square D SDSA-3650 for 3-phase Section 333200, Page 5,2.1 O/WW-9 Liquid Level Regulators(Float Roto-Float WW-7/WW-8 Switch) Liquid Level Regulator(Float Dura-Float 2900 Series B4 WW-7/WW-8 Switch) Pipe Interior Lining Permox CTF Ceramic Epoxy Lining Section 330504, Page 3, 2.1 B Plastic Joint Sealing Compound Hamilton Kent, Toronto/Ontario, Kent-Seal Section 333913, Pages 2,2.1 A/WW- Canada 3/WW-4/WW-5/WW-6/WW-7/WW-18 Plastic Joint Sealing Compound Henry Ram-Nek Section 333913, Pages 2, 2.1 A/WW 3/W W-4/W W-5/W W-6/W W-7/W W-18 Polymer Concrete Manholes US Composite Pipe, Inc. Section 034100, Page 5, 2.2 D Polymer Concrete Manholes Armorock Section 034100, Page 5, 2.2 D Pump Control Panel ECS Section 333200, Page 43, 2.1 I/WW- 7/WW-9 Pump Control Panel Suncoast Hydraulic Section 333200, Page 43, 2.1 I/WW- 7/WW-9 Pump Controller Data Flow Systems, Inc. TCU Section 333200, Page 3, 2.1 J Riser Ring, HDPE/EPP Ladtech/Cretex(EPP) Riser Ring Section 333913, Page 4, 2.2 L Sealing Element GPT Link-Seal Section 333313, Page 9,2.2 I.1/WW-18 Sewage Pump Flygt N-Series Section 333200, Page 2, 2.1 D Sewer Clean-Out Rim and Cover U.S. Foundry 7621 WW-11 Appendix F Page 10 of 12 Rev.07/2018 Collier County Public Utilities Department County Approved Product List Wastewater Systems NOTES: 1)Substitutions for any item listed below shall be submitted using the"Vendor and Manufacturer Approval Application Form,"Appendix E, and reviewed to be considered an equal. 2) If a product is not listed, refer to the Specifications for performance standards. Item Manufacturer Model(s) Location in Standards Manual Sewer Manhole Frame and Covers Pamrex WW-5 Sewer Manhole Frame and Covers U.S. Foundry 105M WW-2 Sewer Manhole Frame and Covers U.S. Foundry 420-C-ORS Section 333913, Page 2, 2.1A/WW-3/WW 4/WW-5/WW-6/WW-18 Sleeve Type Couplings Powerseal STYLE 3501 Section 333313, Page 8, 2.2 F.1.d- Sleeve Type Couplings Dresser Style 38 Section 333313, Page 8, 2.2 F.1.d- Sleeve Type Couplings Smith Blair Style 413 Section 333313, Page 8, 2.2 F.1.d- Tower Rohn WW-17 Valve Box Brooks WW-9 Valve, 3-Way Plug (Staff Use) Milliken Valve Co. Modle M604 WW-7/VVW-8 Valve, 3-Way Plug (Staff Use) Dezurik Model D202 WW-7/WW-8 Valve,Air Release HTECH 2"SS MODEL#8889860041 WW 13/WW 14/Section 333313, Page 7, 2.2 D.11 Valve,Air Release A.R.I. D 025 WW-13/WW-14/Section 333313, Page 7, 2.2 D.11 Valve, Check Kennedy Valve Manufacturing MODEL 1106LW/106LW C VVW-7/WW-8/Section 333313, Page 5,2.2 Co. Valve, Check Mueller A-2600,A2602 WW-7/WW-8, Section 333313, Page 5, 2.2 C WW-7/WW-8, Section 333313, Page 5, Valve, Check Milliken Valve Co. 8001 2.2 C Valve, Check GA Industries 340-W WW 7/WW-8, Section 333313, Page 5, 2.2 C Valve, Duckbill(Staff Use) Red Valve Co., Inc. Longwood, "Tideflex" WW-7 Appendix F Page 11 of 12 Rev.07/2018 Collier County Public Utilities Department County Approved Product List Wastewater Systems NOTES: 1)Substitutions for any item listed below shall be submitted using the"Vendor and Manufacturer Approval Application Form,"Appendix E,and reviewed to be considered an equal. 2) If a product is not listed, refer to the Specifications for performance standards. Item Manufacturer Model(s) Location in Standards Manual Valves, Plug DeZurik Model PEC&PEF (MJ& WW-7/WW-8(A)(B)/Section 333313, Page Flange) 2, 2.2 A.1 Valves, Plug Milliken Valve Co. Model M600&M601 (MJ& WW-7/WW-8(A)(B)/Section 333313, Page Flange) 2, 2.2 A.1 Appendix F Page 12 of 12 Rev.07/2018 Approved Backflow Devices VENDOR SIZE MODEL NO. TYPE USE Ames/Watts 3/4"-2" 400B/919 RP Residential or commercial potable water locations Residential or commercial potable Watts 3/4"-2" 909-009 Series RP water locations Residential or commercial potable Wilkins 3/4"-2" 975 RP water locations Large size meter-potable water for Ames/Watts 2.5" 10" C 400/957 RP commercial or residential applications Large size meter- potable water for Watts 2.5" 10" 909 RP commercial or residential applications Large size meter-potable water for Wilkins 2.5" 10" 375 RP commercial or residential applications Ames 3/4" 2" 4000B-LBV RP Combo services: fire and domestic 4000B-FP lines Watts 3/4" 2" 009LF RP Combo services: fire and domestic lines Wilkins 3/4"-2" 975XL(w/OS&Y only) RP Combo services: fire and domestic 1lines Ames Colt 2.5"- 10" C-400 (w/OS&Y only) RP Combo services: fire and domestic lines Watts 2.5"- 10" 909 (w/OS&Y only) RP Combo services: fire and domestic lines Wilkins 2.5" 10" 375 RP Combo services: fire and domestic lines Ames 2" 3000E DCDA Fire Lines- Standard Watts Fire Lines-Standard 2"- 3" 007 DCDA Wilkins 2" 950XLTDAF DCDA Fire Lines-Standard Ames Fire Lines-Standard 2.5"- 10" C300/M300 DCDA Watts Fire Lines-Standard 3"- 10" 709 DCDA Wilkins Fire Lines-Standard 2.5"- 12" 350 DCDA Wilkins 4"- 10" 450 (N-Shape) DCDA Fire Lines Standard Note: All fire line Backflow Devices shall be UL or FM approved for fire service installation. Above is a small list, others may be used if requirements are met and information is provided Q V Appendix G Rev. 07/2011 SECTION 3 CONSTRUCTION STANDARDS FOR WORK WITHIN COLLIER COUNTY RIGHT OF WAYS Go to the Collier County website below for the latest revisionof the Collier County Right of Way Handbook https://www.colliercountyfl.gov/home/showpublisheddocument/87758/638230206779900000 GPQ CONSTRUCTION STANDARDS HANDBOOK FOR WORK WITHIN THE PUBLIC RIGHT-OF-WAY COLLIER COUNTY, FLORIDA TABLE OF CONTENTS SECTION PAGE PURPOSE ii SURVEY MONUMENTS iii TERMS AND DEFINITIONS iv RELATED DOCUMENTS vi I. PERMIT REQUIREMENTS A. Application 1 B. Processing 2 C. Inspections 3 D. Blanket Permit 3 E. Exemptions from Permit Requirements 4 F. Remedies for Violation of this Ordinance 5 G. Permit and Inspection Fees 5 H. Performance Bond Requirements 5 II. CONSTRUCTION REQUIREMENTS A. Requirements for all Permits 6 B. Roadway Crossings 8 C. Attachments to Structures 9 D. Safety Requirements 10 E. Restoration Requirements 10 F. Permissible Work Hours 11 III. TURN LANES, DRIVEWAYS, ACCESS ROADS, DESIGN REQUIREMENTS A. Separate Turn Lane Requirements 12 B. Geometric Restrictions 13 C. Minimum Design Standards 14 D. Access and Site Plan Information Required 17 E. Drainage Culvert Installation 18 F. Exceptions 19 IV. MISCELLANEOUS CONSTRUCTION A. Sidewalk/Bikepath Construction 20 B. Delineation Devices 20 C. Underground Utility Accommodations 21 V. APPENDICES A. GENERAL CONDITIONS OF RIGHT OF WAY PERMITS 2 B. STANDARD FOR DESIGN AND AS-BUILT ELECTRONIC DRAWINGS 4 C. DRAWING REFERENCE FOR MINIMUM REQUIREMENTS 7 i GPO PURPOSE This Construction Standards Handbook for Work within the Public Right-of-Way (the "Handbook") regulates the location, manner, installation, and adjustment of all work performed within the right-of-way of the Collier County roadway network.The issuance of permits for such work is in the interest of capacity, safety, protection of existing facilities, ease of maintenance, and future development of the roadway network. This Handbook provides standards, procedures, and guidelines for construction and maintenance within the public right-of-way that are in the best interests of and for the protection of the public. Included in this Handbook are drawings and illustrations that represent Collier County minimum construction and installation requirements permitted within the public right-of-way, and which include reference to the most current applicable Florida Department of Transportation (FDOT) Road Design and Construction Standards. The Collier County Land Development Code generally does not apply to County transportation road projects within the road right-of-way, including related amenities, required as components of public roadways, with the exception of the following three (3) situations requiring distinct treatment: Collier Area Transit Bus Shelters The Growth Management Division —Construction and Maintenance shall obtain all necessary permits related to the construction and installation of Collier Area Transit Bus Shelters located within the road right-of-way. In this regard, the Growth Management Division—Construction and Maintenance will coordinate and work with Growth Management Division staff as required for all permits related to the location and construction of such bus shelters. Road Noise Walls The installation of Road Noise Walls is not referenced or otherwise defined in the Land Development Code. The county policy to be followed by the Growth Management Division — Construction and Maintenance as to the construction of Noise Walls is as follows: (1) if required as part of a Transportation road project, a Noise Wall located within the county road right-of-way is not subject to the Land Development Code, (2) if a Noise Wall is not located in the county right-of-way and is not a required component of a county road project but rather is desired by private citizens for placement outside of the road right-of-way, then the persons seeking the construction of such a wall shall be directed to go through GMD and obtain the permits required for the installation of a decorative wall as defined in the Land Development Code. Signs All signs installed by the Growth Management Division — Construction and Maintenance within the county road right-of-way required by the United States Department of Transportation's Federal Highway Administration as set forth in the Manual on Uniform Traffic Control Devices (MUTCD) are not subject to the requirements of the Land Development Code. All non-MUTCD signs such as commercial signs, signs identifying neighborhoods, and similar non-roadway signs if permittable by the Growth Management Division — Construction and Maintenance are subject to the Land Development Code and shall meet all such requirements. G I1 SURVEY MONUMENTS A. GENERAL: To assist in the elimination of possible future boundary disputes and to simplify location of monuments and future construction improvements within the public right-of-way of Collier County, a land surveyor, registered in the State of Florida, should be consulted before actual construction of improvements. Only a land surveyor registered in accordance with Florida Statutes, Chapter 472, may reference monuments for replacement if destroyed or disturbed. B. PRESERVATION: Any official monument set for the purpose of locating or preserving the permanent lines of any public street, public easement, or recorded subdivision boundary within any Collier County public right-of-way or public easement shall not be removed or disturbed without first obtaining permission in writing from the Growth Management Division Administrator. Permission shall be granted only upon the condition that the person making application shall pay all expenses incidental to the proper replacement or relocation of such monument by a land surveyor registered in the State of Florida. The authority for the determination of permanent monuments, as outlined above, shall be the County Plat Books or the instrument and accompanying record drawing conveying ownership of the right-of-way or easement to the public, if properly recorded. These requirements shall in no way diminish the protection of permanent monuments within the public right-of-way or within easements, which monuments are protected by State or Federal Law. r TERMS AND DEFINITIONS Abbreviations, Definitions, and Terms of Articles shall be in accordance with 1.08.02, DEFINITIONS, in the Collier County Land Development Code (CCLDC), as it may be amended from time to time. In addition to the Abbreviations, Definitions, and Terms of Articles noted above, the following specific definitions shall apply to the provisions of this Ordinance: 1. ABBREVIATIONS: a. LDC Collier County Land Development Code b. FDOT Florida Department of Transportation c. SFWMD South Florida Water Management District d. ANSI American National Standards Institute e. ROW Right-of-way f. MUTCD Manual on Uniform Traffic Control Devices g. ADA Americans with Disabilities Act of 1990 h. OSHA Occupational Safety and Health Administration 2. DEFINITIONS: DENSITY TEST: is a laboratory or field procedure, or combination thereof, to measure the degree of compaction of the roadway subgrade, subbase, base, or surface courses. All DENSITY TESTS shall be performed in accordance with current FDOT Standards. CIRCULAR DRIVEWAY: A single-family residential driveway with two points of access to a public street connected by a non-intersected arc or arcs and tangents along its outer edges, with no parking internally off the driveway. DRIVEWAY: A roadway with a defined structure that permits vehicular access between private land use(s) and public streets and alleys. The definition of"Driveway" is not intended to encompass any form of sidewalk. FACILITY: means any hole, excavation, obstruction, construction, disturbance, or compaction in any street, roadway, or intersection, or other structure under the control or authority of Collier County. GRADE SEPARATION: means a crossing of two roadways, or a roadway and any other transportation-related facility, at different elevations or levels. INVERT ELEVATION: means the flow line elevation of a drainage facility. INTERSECTION: means the general area where two or more streets, highways, or related facilities cross or join. MEDIAN: means the area between travel lanes of a divided highway. MONUMENT: means an official, permanent artificial boundary marker within a public right-of-way or public easement used for the purpose of locating or fixing survey reference points on the ground or relative to one another. A MONUMENT may consist of a pre-cast or cast-in-place marker, an iron pipe, an iron pin, a boat spike, a railroad spike, a nail and disk assembly, a pre-formed plastic survey cap, or any combination thereof, including similar markers. NEW CONSTRUCTION: means any construction work within a public right-of-way or easement where none previously existed. PERMITTEE: means the person or entity to which the permit is issued, including any and all heirs, successors, assignees, or transferees of the right or property interests of the original permittee. The permittee must have a iv real property interest in the property upon which the work is being performed or must be the owner of the utility facility that is the subject of the permit. A PERMITTEE may be the authorized agent of the owner; however, a notarized letter confirming the agency relationship must accompany the permit application. RADIUS RETURN: means the portion of a circular arc defined by the point at which the arc is tangent to the curve and following along the arc to the point at which another tangent line intersects the arc. A RADIUS RETURN is commonly seen at the intersection of two streets, or at the intersection of a driveway and a street. RECOVERY AREA/ZONE: is an area of horizontal clearance that extends from the edge of the travel lane outward that is available for corrective action by stray vehicles. RIGHT-OF-WAY: is land dedicated, deeded, used, or to be used fora street, alley, walkway, boulevard, drainage facility, access for ingress and egress, or other purpose by the public, certain designated individuals, or governing bodies. ROADWAY: is the portion of the right-of-way that includes the paved road and its shoulders. ROADSIDE: is the portion of the right-of-way that includes the paved road and its shoulder. STREETSCAPE: means the appearance or view of a street to include all items within the public road right-of- way and adjacent properties. TRAVELED WAY: means that portion of the roadway right-of-way intended for the movement of vehicles, exclusive of the shoulder area. TURNOUT: means a flared driveway entrance at its junction with the roadway pavement edge. VEHICLE RECOVERY AREA: means that area outside of the traveled way, but within the roadway right-of-way, which can, in an emergency, be used for travel with moderate safety by a vehicle. Such travel is intended to be of short distances and for emergency purposes only. ARTERIAL: is as defined in the Collier County Land Development Code 1.08.02, "Definitions". COLLECTOR: is as defined in the Collier County Land Development Code 1.08.02, "Definitions". RELATED DOCUMENTS (All related documents refer to the latest adopted editions) a. Collier County Land Development Code b. Collier County Roadway Elements Task Force "Typical Roadway Sections" c. FDOT "Roadway and Traffic Design Standards" Indexes d. U.S. Department of Transportation Federal Highway Administration "Manual On Uniform Traffic Control Devices" (MUTCD), Part VI e. Florida Water Management Districts "WaterWise Florida Landscape" Publication f. South Florida Water Management District Water Use Restrictions g. FDOT "Florida Highway Landscape Guide" h. Florida Irrigation Society "Standards and Specifications for Turf and Landscape Irrigation Systems" third edition, 1996 i. Florida Department of Agriculture and Consumer Services "Grades and Standards for Nursery Plants" j. Florida Power & Light "Right Tree Right Place" Publication k. FDOT Manual of Uniform Minimum Standards for Design, Construction, and Maintenance I. "Americans with Disabilities Act of 1990" m. FDOT "Utilities Accommodation Manual" n. FDOT "Plans Preparation Manual", Volume I & II o. ANSI A300 "Standard Practices for Trees, Shrubs, and Other Woody Plant Maintenance" p. FDOT "Standards Specifications for Road & Bridge Construction" q. Florida Building Code r. Collier County Landscape and Irrigation Specifications for Beautification Improvements within the Public Right-of-Way vi QO I. PERMIT REQUIREMENTS Permits are required for all work performed in any public right-of-way or easement provided for public use in the unincorporated area of Collier County and in those public right-of-way or easements maintained by Collier County, but which lie within municipal boundaries. When permitted facilities are placed within a public right-of-way or easement, the installation is for permissive use only and placing of facilities shall not operate to create or vest any property right in the associated right-of- way or easement. Furthermore, the Permittee shall be responsible for maintenance of such facilities until they are removed unless otherwise specified in the particular instance. Whenever necessary for the construction, repair, maintenance, improvement, alteration. or relocation of said right-of-way or easement as determined by Collier County, any or all poles, wires, culvert pipes, cables, sod, landscaping, driveways, sprinklers, or other facilities and appurtenances authorized shall be removed from said right-of-way or easement, or reset or relocated thereon as required and so notified by the County, and at the expense of the Permittee, his successor, or assignees. Where the Permittee, or his successor or assigns, is notified of a need for construction, repair, maintenance, improvement, alteration of, or relocation within the right-of-way or easement and no action is taken by the responsible party within the time frame specified by the County, Collier County shall cause the permitted work to be altered, relocated, or removed, with the total expense being borne by the Permittee or the responsible party. The permit will expire 180 days after the issuance of the permit unless authorized in the specific instance for a longer or shorter period. A permit must be obtained from the County before the commencement of any construction within a public right- of-way or easement, except as noted in this Handbook. All correspondence regarding construction procedures will be handled directly with the Permittee or his authorized agent, and not through a contractor or sub-contractor. A. Application requirements are as follows: 1. The applicant shall submit one complete right-of-way permit application to the County for its approval, with all the required information on the permit filled in. 2. Two copies of a drawing (or more if deemed necessary by Collier County) shall accompany the application, reflecting a plan view of the proposed construction. The plan shall show the off-set from the centerline of the right-of-way or easement to the proposed construction installation, the roadway right-of-way, pavement width and location, and distance from edge of pavement to the proposed facilities. The plan must also show all existing above and below ground improvements within 100 feet of the proposed construction. The drawing must also show information, such as materials to be used, pipe or conduit size, and other pertinent details. If a pipe is to be jacked and bored or directional bored, it shall be stated as such on the print and indicated as to the length, size, and depth. The use of pneumatic underground piercing tool will not be approved. One or more typical cross-sections as required adequately reflecting the location of all existing facilities and facilities of other right-of-way users shall be shown. Underground facilities need not be shown for overhead installations on new poles. Overhead facilities need not be shown where underground work is proposed unless the use of cranes or boring rig is proposed. Additional information such as the location of the nearest road intersection, median opening, bridges in the vicinity, railroad crossing, if any, and other physical features shall be indicated on the print, as necessary to locate the proposed installation. 3. The applicant shall be responsible for the notification of all utilities in the immediate vicinity of the proposed installation. It is the applicant's responsibility to coordinate the work with any utility relocation that may be necessary. 4. The following additional information shall, upon request, be supplied to the County if the proposed work involves the alteration of a public drainage facility. a. Calculated capacity if existing and/or proposed pipe, swale, or ditch. b. Existing or proposed pipe diameter, length, and type. c. Plan and cross-section of existing and/or proposed pipe, swale, or ditch including invert elevations. d. Proposed fill material and source. e. Catch basin or clean-out arrangements, if applicable. f. Joint connections, if applicable. 5. Prior to the issuance of a permit within the right-of-way, the following additional information shall be supplied to the County if the proposed work involves the alteration of a public landscape and irrigation facility in County right-of-way. a. Existing inventory of landscape, irrigation (above and below ground), sleeving of irrigation piping required under driveways, sidewalks and turnlanes, and site material to include but not limited to the plant type, size, quantity, square footage of sod, median backfill (soil), pavers, and mulch. b. Proposed relocation of existing material, reimbursement for disposed materials to include plant material, irrigation (above and below ground), replacement of sleeving of irrigation 1 O piping required under driveways, sidewalks, and turnlanes, sod, median backfill (soil), pavers, and mulch. c. Proposed landscape and irrigation plans following current FDOT standards. d. All plans to be prepared by a Florida registered landscape architect. 6. The applicant will be held responsible for compliance with all "General Conditions of Right-of-way Permits" in Appendix A and/or additional specific stipulations added to the approved permit. 7. Issuance of a right-of-way permit for work within public easements shall not relieve the permittee from obtaining written permission from any underlying fee-simple owner, or other beneficiary of co-located easements and/or right-of-way. 8. When conflicting conditions, stipulations, or requirements of permits issued by other agencies (or within a Collier County right-of-way permit) exist, the more restrictive conditions, stipulations, or requirements shall be adhered to (as applicable or required by Federal, State, or Local law). 9. All right-of-way permits shall comply with requirements set forth in an overlying PUD or any conditions set forth in any preceding or concurrent Development Order. B. The application will be processed as follows: 1. The Permittee shall submit the application to the Transportation Right-of-Way Permitting and Inspection Section for review and approval. If the Permittee is not able to begin construction of the work within thirty days of the date on which a permit would be issued, then a Notice of Intent to Issue a Permit will be provided to the Permittee in lieu of the Permit. At such time as the Permittee is within thirty days of the beginning of the permitted construction, she/he must request that the Permit Section issue the actual Permit to begin construction. At that time, the Permit Section will once again review the permit application to assure that there have been no changed conditions and issue the permit. If there are changed conditions, the Permit will be modified to reflect those changed conditions. 2. Permits approved will be distributed as follows: One copy retained in the Permit Review Section's file to be used as needed and the original copy to the applicant. 3. If the Permit is denied, the applicant will be notified as to the reason(s) for denial and shall be entitled to submit a new or modified application in accordance with this Handbook. 2 0 C. Inspections are for the purpose of correcting errors seen at the time of inspection and do not constitute acceptance for maintenance by the County, nor do they release the Permittee from liability if a failure occurs in the future. Collier County requires inspections for the following items: 1. Open-cutting of roadways. 2. Drainage culvert installations and any final swale grading. 3. Jack-and-bore construction, after opening of the jacking and receiving pits and before closure of the pits. 4. All work to be performed by means of directional boring. 5. Any other work which may disturb private property or which may require restoration of the right- of-way by the Permittee. 6. Any work which may disturb County owned or maintained landscape and irrigation within the right- of-way. 7. A county authorized inspector may, at the discretion of the Right-of-Way Section Manager or designee, impose immediate cessation of work in the right-of-way and may impose immediate corrective measures if the health, safety, or welfare of the public is determined to be at risk. The ordering of cessation of work on the basis of health, safety, or welfare shall not be cause for damages against the County or its representatives." D. An annual "Blanket Permit" will be issued and the permit fee waived for all publicly regulated and/or franchised utility companies under any of the following conditions: 1. Where overhead lines cross the public right-of-way and there is no physical construction in the right-of-way. 2. For any construction in utility easements, unless the easement is a combination utility/drainage easement. 3. For pole replacement, except in combination utility/drainage easements. 4. When underground secondary and/or service cables are to be installed less than 300 feet in length and on road crossings where conduits or casings exist under the street. 5. Routine maintenance of permitted facilities. The Director of Road Maintenance or his designee will determine if the proposed activity is routine or not(if it is determined the activity is not routine, a ROW permit will be required). A schedule and a Blanket Permit shall be provided to the County where routine maintenance will occur. 3 0 E. Exemptions from Permit Requirements: 1. Minor repairs of a pedestal or pole, provided the pedestal or pole occupies the right-of-way or easement, by virtue of an approved permit, and provided that no damage is caused to the right- of-way or easement by the repair servicing vehicles. 2. Routine maintenance of permitted facilities. The ROW Section Manager or designee will determine if the proposed activity is routine or not (if it is determined the activity is not routine, a ROW permit will be required). A schedule and a Blanket Permit shall be provided to the County where routine maintenance will occur. 3. An overhead pole-to-pole service drop if the pole occupies the right-of-way or easement by virtue of a County approved permit and applicable minimum overhead clearance is maintained. 4. A temporary service wire placed across, or adjacent to, the roadway which wire placement does not create a hazard to the traveling public. 5. Work to be done in or on private property providing construction will not be accomplished within a County-dedicated utility/drainage easement. 6. To run a drop from the tapped pedestal directly to a private property line, so long as the portion of the cable drop is buried in the right-of-way or easement and is physically not longer than the total width of the easement. EXAMPLE: From a pedestal located in the middle of a ten-foot easement, a drop can be run directly to an abutting property line without a permit so long as that drop runs no longer than ten feet in the easement. 7. Locating lines and/or valves for other construction. 8. Hydrant and/or valve adjustments. 9. Residential water or gas meter installations provided the meter and main are located on the same side of the street. 10. Installation of United States Post Office mailboxes. 11. Lawn, landscape, and irrigation maintenance. 12. No vegetation shall exceed a maximum height of thirty inches from natural ground level or exceed a base truck size of four inches in diameter. The vegetation must not hinder sight distance. Permissive vegetation shall not interfere with roadside drainage or hinder the ability to maintain the roadway and drainage facilities. The owner must submit a right-of-way permit application for trees, palms, and larger vegetation and follow all rules set forth in the Right of Way Handbook and Landscape Handbook. The proposed landscape and irrigation plan shall not negatively affect safety, or ongoing maintenance. All vegetation placed in the right-of-way by abutting property owners within County-owned rights-of-way or easements shall be maintained by the abutting property owner at their sole expense to remove any vegetation within County- owned rights-of-way or easements for whatever reason, the owners will not be reimbursed for any cost associated with said action unless specifically noted in an approved permit. *When the construction activity impedes the traffic flow (arterial or collector), a certified Maintenance of Traffic plan, shall be submitted to the Permit Section prior to start of work. 4 0 0 F. For violations of the permit's requirements, "General Conditions of Right-of-Way Permits" in Appendix A, and/or additional specific stipulations added to the approved permit, the County may: 1. Void the approved Right-of-Way permit. 2. Impose administrative restraints until the violation has been corrected. 3. Require the permittee to fulfill the permit requirements, "General Conditions of Right-of-Way Permits" in Appendix A, and/or additional specific stipulations added to the approved permit at the expense, if any, of the permittee, his successors, and assignees. 4. Bill the offending person, firm, corporation, or association for costs incurred. 5. Inform the County Attorney that a violation of this Handbook has taken place and seek legal action against persons responsible for such violations. 6. Take any other actions permitted by general law. G. The Board of County Commissioners shall, by separate Resolution, establish fees for the issuance of permits for work within the County's right-of-way for the following types of permits and inspections: 1. The initial fee for a work within the County Right-of-Way Permit will be paid upon application for such Permit, including permits for jack-and-bore, open-cut, turn lane/median work, sprinklers and for regulated and/or franchised utilities. Any additional fees shall be paid prior to receiving the approved permit. 2. Re-inspection Fee, if required due to improper or incomplete work within the County's right-of- way, shall be paid prior to such re-inspection. 3. Prior to the continuance of any work requiring an after-the-fact Permit, the additional fee for such permit has been established and shall be paid prior to the re-commencement of any such work. H. Any Permittee, including private contractors, public utility companies, and regulated franchisees may be required to post a Performance Bond, in a form acceptable to the county at the option of the Transportation Services Division Administrator. 5 II. CONSTRUCTION REQUIREMENTS A. The basic requirements governing location and construction methods of facility installation will follow the FDOT Standard Specifications for Road and Bridge Construction, Road Design Standards, and Traffic Operation Standards, latest applicable editions(s), the Collier County Land Development Code, latest adopted edition (Public transportation projects in Collier County ROW are exempt from the provisions of LDC) current County Construction Standards, the FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets& Highways, latest edition, and the Manual on Uniform Traffic Control Devices, latest edition. Of primary concern in the design, construction, and location of facilities is the safety of roadway users and the protection of the right-of-way. In all cases, highest consideration shall be given to sound engineering principles over economic factors. 1. At locations where Collier County traffic control and/or safety devices will interfere with proposed construction, the permittee or his consultants must notify the Collier County Transportation Division, Traffic Operations Department (TOD) at least three working days in advance of the specific job commencement. All such devices will be removed or relocated only upon TOD approval and under the supervision of the TOD. Any traffic control and/or safety devices damaged or destroyed shall be replaced by and at the expense of the permittee, his successors, or designee. 2. For installation of overhead facilities, a minimum clearance shall be maintained as required by the National Electrical Safety Code, latest applicable edition, or as otherwise specified by the County. One side of the right-of-way is usually reserved for communication lines and the other side is reserved for power lines. In cases where more than one aerial installation is proposed on the same side of the roadway, a joint-use arrangement may be appropriate. 3. Only one pole line will be permitted on each side of the right-of-way. However, a second pole line only to support roadway illumination may be allowed where the need for same is documented and traffic safety requirements are met. 4. Each utility pole must be within two feet of the property/right-of-way line, with roadside face being the governing mark, unless approved otherwise for each respective pole. 5. Placement of poles shall not interfere with the existing or future road design including placement of sidewalks. 6. When base-mounted poles are used, the base must be flush with or below the ground. It may be necessary to restrict this type of installation to areas where the base is unusually large or where the right-of-way is restricted. 7. All longitudinal underground utility facilities shall be placed outside of the shoulders as near to the right-of-way as possible and have a minimum cover of thirty inches with programmable electronic marker balls unless otherwise approved. Primary cable (voltages exceed 500 volts) shall have a minimum cover of thirty-six inches unless otherwise approved. Secondary cable (voltages less than 500 volts) and water lines shall have a minimum cover of thirty inches unless otherwise approved. Programmable electronic marker balls shall be placed with the utility ID. 8. Where encasement is used or designed as a pressure vessel, the encased pipe shall have strength equal to or exceeding the carrier pipe. Where the casing is not a pressure vessel, the encased pipe shall be capable of supporting minimum external loads of 2,200 PSF at thirty-six inch depth. 0 6 �' 9. Gas and liquid petroleum pipelines shall be designed and constructed to conform with 49 CFR, Part 192, Transportation of Natural and other Gas by Pipeline, or Part 195, Transportation of hazardous liquid by Pipeline, as applicable, latest editions. 10. When an emergency condition reasonably warrants immediate action, such as a break in a gas, cable, sewer, or water line, or where a situation occurs which may endanger the public, time may not allow the normal issuance of a Permit. In such cases, the County must be notified as soon as possible by any available means. Within 72 hours, a Right-of-Way Permit application and Maintenance of Traffic plans of the work performed must be submitted to the County. This will not be considered an after-the-fact if it is within the 72 hours. 11. Fencing that encloses public property or that indicates that public property is being used for private purposes will not be permitted to be placed in a public right-of-way. a. Prior to the installation of fencing within any utility and/or drainage easement, the permittee/owner must obtain approval from all affected utility companies or agencies. At installation of the fencing, the permittee/owner thereby assumes total responsibility for any future maintenance, removal, or replacement thereof. 12. Mailboxes, prior to installation and placement, must meet the requirements of the United States Postal Service and all safety and other requirements specified by the County. The post for the mailbox must be a breakaway assembly. 13. No construction or maintenance of the permitted facility shall interfere with any property rights of any prior occupant without written consent of the affected party(s). 14. All materials and equipment are subject to inspection by the County. 15. During construction, all applicable safety regulations shall be observed and the County shall be relieved of all responsibility for damage or liability of damage of any nature arising from work authorized under any County permit. Further, for the proposed work, when requested, indemnification requirements (public liability insurance, property damage insurance) shall be supplied to protect Collier County. A copy of the Certificate of Insurance shall be submitted to the Collier County Right-of-Way Permitting and Inspection Section prior to the start of construction within any County-controlled public right-of-way. 16. The permittee, through his contractor, is responsible for the means, methods, and procedures to be followed for construction of the permitted facilities. Warning lights, flashers, barricades, or any other safety measure must be in strict accordance with applicable FDOT Standard Index 600 series. 17. It shall be the permittee's responsibility to locate and protect from damage all existing utilities, both aerial and underground. For landscaped roadways, location of irrigation facilities is required through the Landscape Section of the Road Maintenance Department. If driveways, turn lanes, or sidewalks are installed, the re-sleeving of existing irrigation lines and the sleeving of proposed irrigation lines shall be required. 0 7 B. Roadway Crossings shall be as follows: 1. General Information a. Crossings under existing pavement shall normally be made using the jack and bore or directional bore method without cutting pavement. A pneumatic underground piercing tool is not an acceptable device for use under roadways. b. Sewer forcemain, gas, and water lines require ductile iron pipe if placed in an open-cut of a roadway, unless otherwise approved. If a PVC pipe is to be used in lieu of ductile iron pipe, the PVC pipe shall meet the design criteria for AWWA C900 Class 200 or County approved equal. The design criteria for other PVC pipe usage shall be reviewed on an individual case-by-case basis. c. Neither jetting (air or water) nor tunneling is allowed. 2. Jack and Bore a. Pipes may be jacked and bored under a roadway at a minimum depth of thirty-six inches measured from the top of the pipe to the elevation of the road edge. b. If mechanical boring is utilized to place the pipe, the tip of the drill head shall precede the end of the pipe by no more than two inches. c. All jack and bore crossing must be a continuous operation at the approved location and depth. Any deviation from any requirement will be sufficient grounds for work stoppage, plugging the pipe with concrete, and placement of the pipe at another approved location. d. Casing will be required for crossing under existing pavement where the carrier is of a composition that cannot be safely jacked and bored. 3. Any request for an exception to any of the foregoing requirements must be fully justified by the applicant in writing to the County. 4. All open cuts on major roadways shall be restored using flowable fill in accordance with Section VI, "Drawing Reference for Minimum Requirements,"of this Handbook and/or special stipulations, if any, of the permit. a. Open-cutting of existing pavement will generally not be allowed, but may be considered under one or more of the following conditions, provided inspection and approval beforehand is made by the County Right-of-Way Permitting and Inspection Section: (1) Subsurface obstructions including rock within thirty inches of the surface. (2) High water table that cannot be adequately lowered by conventional means (i.e., well-pointing or sump pumping). (3) Limited space for jack and bore pits due to right-of-way confinement. (4) Conditions of roadway surface, including programmed resurfacing and rebuilding. "Programmed" shall mean scheduled on the County's 5-year Work Program and funded within two years. 0 8 b. Where an open-cut has been permitted, replacement of backfill, base, and wearing surface shall be in accordance with Section VI, "Drawing Reference for Minimum Requirements," of this Handbook and/or special stipulations, if any, of the permit. c. Limerock for backfill shall be available on the jobsite during any open cut operation. d. If the restoration is incomplete at the end of the day, the trench shall be backfilled and secured by temporary asphalt patch or steel plate. Lane closures may be allowed with County's consent. e. Before a lane is open to traffic, an asphaltic patch must be provided where applicable. f. Upon backfill and completion of the base, if the hot mix asphalt is not immediately placed, a temporary cold or hot mix asphaltic patch with a smooth all-weather surface may be utilized, if authorized by the County. g. The permittee assumes all maintenance/repair responsibilities and liability for the installation. 5. Directional Bore: on all collector and arterial roadways, FDOT Standard Specifications will be followed. No directional bore with less than 36" depth will be allowed under any pavement. C. Attachments to Structures (Bridges, Culverts, etc.): 1. Attachments to structures in the right-of-way are discouraged, but may be considered under the following conditions: a. When, in the opinion of the County, an extreme hardship will result by not attaching to the structure. b. When attachment will not create a potential hazard to the public. c. When the attachment will not affect the integrity of the structure as per structural analysis submitted by a Florida Registered Professional Engineer paid for by the permittee. d. When the attachment will not adversely affect the aesthetics of the structure. e. When the attachment will not hinder maintenance of the structure. 2. If attachments are permitted by the County, the following criteria must be adhered to: a. All maintenance of facilities attached to structures shall be made without hazard to the public and in accordance with all applicable safety standards. b. Existing clearances (overhead, lateral, and vertical) shall not be reduced. c. Facilities shall be in casings so that maintenance can be accomplished from the ends of structures. d. Material used for casing and attachments should be such that it will require minimum maintenance. e. All lines carrying hazardous materials must be encased throughout the length of the structure with shutoff valves within distances specified by the County. Casings must be 9 designed to contain the hazardous material on the structure and must be vented at each end of the structure. f. Any attachment shall be installed so as not to induce corrosion into the structure. g. Appropriate fan guards, fences, and signs shall be placed as required by the County. D. Safety Requirements: 1. Unless an approved detour is provided at any open-cut crossing, a minimum of one traffic lane will be maintained during the daylight hours and two-way traffic at night. All traffic detours shall be restricted to the limits of the County right-of-way with necessary flaggers and/or marking devices. The County shall approve detours prior to permit issuance. Detours of traffic outside of the County right-of-way will be considered only with the approval of affected local governmental agencies and any affected private interests. 2. Signs, flaggers, and other safety devices shall be utilized throughout the construction period in accordance with the most current FDOT Index 600 series and the County's Maintenance of Traffic Policy. E. All Collier County Public Property shall be restored to its original condition or better, consistent with the FDOT Standard Specifications for Road Bridge Construction, latest applicable edition, and/or the Collier County Land Development Code, latest edition (Public transportation capital projects in Collier County ROW are exempt from the provisions of LDC), and in a manner otherwise satisfactory to the County. 1. Restoration Guidelines: a. All material excavated from the County right-of-way in excess of the quantity required for backfill, shall be removed by the permittee at his cost and expense. All unusable material shall be disposed of at the permittee's expense and not placed within the limits of the County right-of-way unless specifically directed by the County. b. Anyone who performs work within the public right-of-way shall be responsible for protection of all existing vegetation and facilities not authorized to be removed in the permit. It shall be the permittee's responsibility to have all construction debris removed from the public right-of-way and to restore all vegetation and facilities damaged or relocated during construction. c. Sodding, seeding, mulching, and watering operations, when required, are to begin within three weeks after completion of construction or as otherwise directed, and shall be continuously monitored and watered until growth is initiated or until sufficient local seasonal rain activity will ensure growth. All requirements regarding sodding, seeding, mulching, and watering shall be in accordance with the FDOT Standard Specifications for Road and Bridge Construction, latest edition, or as otherwise directed by the County. d. Any private yards or parts of the right-of-way in front of adjacent property that contain a grass mat shall be re-sodded with similar sod. e. All side drains, side ditches, swales, and storm sewers will be referenced as to grade and location prior to construction, and must be maintained during construction. PG G 10 f. Drawings are included in Section VI of this Handbook detailing proper road replacement for an open-cut. Additional paving may be required at the direction of the County. g. Temporary asphaltic patches are required when restoration of the road is incomplete at the end of the day. For a temporary patch, the cut shall be properly back-filled, with compaction meeting the density requirements specified, primed, and then the cold or hot mix asphaltic patch applied. At the time of final paving, the temporary cold or hot mix asphaltic patch used shall be removed and the final asphaltic overlay shall be evenly applied, as required. The temporary patch may be left in place for a maximum of 45 days. h. Both field and laboratory testing, such as density testing (LBR, Proctor), on the proposed backfill material shall be conducted by a certified laboratory. All testing shall be completed and shall meet minimum density requirements on each lift prior to additional backfilling. Copies of all completed compaction test results shall be furnished to the County prior to completion of the project. When the specified compacted limerock base is greater than six inches, the base shall be constructed in two or more equal lifts. j. Limerock for backfilling must come from an FDOT-approved pit and be FDOT certified material. k. Unpaved roads must be repaired as shown on the drawings in Section VI of this Handbook. Where crossings are made through driveways or parking lots, within public right-of-way or dedicated easements, restoration shall be equal to or better than previously existing, in both material and workmanship. F. Permissible work hours shall be from 7:00 AM through 7:00 PM from Monday through Saturday, except for work in medians and for the construction of turn lanes or road closures. Median and turn lane construction shall be confined to "off-peak" traffic hours and "off-peak" traffic days. "Off-peak" is defined to mean the hours of 8:00 PM through 6:00 AM on weekdays and all day and night on Saturdays and Sundays. Median and turn lane construction may, when circumstances require, be permitted during "peak" hours with the approval of the Growth Management Administrator or his designee. Such approval, if granted, shall be considered permissive and may be rescinded for failure to abide by the conditions or restrictions contained within the permit. Such permissive approval may also be rescinded if, in the opinion of the Growth Management Administrator or his designee, traffic operational hazards result from construction operations. No lane closures will be permitted between the hours of 7:00 AM through 9:00 AM and 3:30 PM through 6:30 PM on weekdays. 11 GP'� III. TURN LANES, DRIVEWAYS, ACCESS ROADS DESIGN REQUIREMENTS A. Separate Turn Lane Requirements: All right turn lanes must be consistent with existing conditions or planned improvements if located on a collector or arterial road. For all turn lanes: 1. If existing County ROW is utilized, compensating ROW must be provided. 2. If a sidewalk must be reconstructed for a turn lane, the existing separation must be maintained; or the required clear zone, whichever is greater. Construction of required turn lane(s) must be completed prior to commencing construction on site. 1. Turn lanes are required and must be constructed whenever any of the following conditions exist: a. Two Lane Roadways: (1) Left turn lanes must be provided whenever the left turn volume is 20 vehicles or more. (2) Right turn lanes must be provided whenever the right turn volume is 40 vehicles or more. b. Multi-lane Divided Roadways: (1) Median openings, other than those existing at the time of permit application, to accommodate left turns at locations other than street intersections may be permitted only when the projected traffic volume at the proposed opening (two-way total) averages 150 vehicles per hour during the eight highest hours of a typical day. When new median openings are permitted, they shall always include left turn lanes. Turn lanes in the median that serve the public shall take precedence over turn lanes serving privately owned developments. (i.e. if a median opening/turn lane for a private development precludes the installation or lengthening of a turn lane benefiting the public, the turn lane serving the private entity may be required to be reduced or removed at the expense of the beneficiary). (2) Right turn lanes shall always be provided for existing multi-lane divided roadways or for roadways, which are scheduled to become multi-lane divided roadways in accordance with the Annual Update and Inventory Report of the Collier County Growth Management Plan. c. Existing Conditions: (1) Increased radii with expanded throat depth may be approved due to pre-existing condition constraints. 2. These requirements may be modified or waived by the County Manager or his designee when physical conditions at the site make their application impractical or when the road is to be reconstructed as part of an approved CIE (Capital Improvement Element). While traffic volumes usually do not require separate turn lanes until the specified volumes are reached, developers shall include them with the initial project access construction. This policy will be less costly than stage construction and there will be only one period of disruption to existing traffic. Requirements may be modified at the discretion of the County Manager or his designee on a case by case basis. 12 GFQ 3. Openings, other than those existing at the time of permit application, must meet access management policy spacing requirements. Existing openings will be reviewed on a case by case basis. B. The following geometric restrictions for the classification of the type of property being served are hereby established as the standard. Practicality and space limitations preclude the inclusion of data to cover all design criteria.The County Manager or his designee may consider deviations to the geometric and design standards when conditions warrant. 1. Single Family and Duplex Residences: a. Lots having frontage of less than 100' (lots with frontage 75' to 99' will be analyzed by the ROW Section Manager for possibility of granting dual drives. No lots with less than 75' front shall have more than one driveway as per Resolution 2003-411). b. The width of a driveway access at the right-of-way line shall be not less than ten feet or more than 24', except that a driveway access located on a street having a speed limit greater than 30 mph shall have a width of not less than 12'. c. No driveway access for any residential zoning district, except mobile home districts, shall be located less than 50' from an intersection as measured along the property line from the intersection of right-of-way lines to the near edge of the driveway. A minimum of 30' may be used upon approval by the Director of Road Maintenance or his designee. In mobile home districts, the access shall not be less than 20'from the intersection measured as above. d. No driveway access shall be located less than seven and one-half feet from the side lot line unless those adjacent lots are in common ownership, are to be served by a common driveway, are in a mobile home zoning district, or are on a non-conforming lot. e. See Standard Drawing "Sheet 2 of 26", Section VI of this Handbook. 2. Automobile Service Stations and Drive-Thru Businesses: a. An automobile service station or drive-thru business shall have a maximum of two one- way driveways, or one two-way driveway along any street it abuts. b. Driveways shall be located in accordance with the Collier County Access Management Policy as it may be amended from time to time. c. Driveways shall be no more than 24' in width at the right-of-way line. One-way driveways shall be spaced not less than 30' apart measured edge-to-edge of driveways excluding radii, except those driveways serving automobile service stations may be up to 30' wide. No portion of the right-of-way between driveways shall be paved except to provide for sidewalks. d. Alleys shall not be used as the primary ingress or egress to any property. e. See Standard Drawing "Sheet 3 of 26," Section VI of this Handbook. 13 OC".- 3. Shopping Centers and Commercially Zoned Properties: a. Driveways and access roads shall be located in accordance with the Collier County Access Management Policy, as it may be amended from time to time. b. A single lane driveway serving a shopping or retail center shall not be less than 12' nor more than 14' in width at the right-of-way line. Two-lane driveways shall not be less than 20' feet nor more than 24' wide at the property line. When two adjacent driveways are operated as a one-way pair, these dimensions shall apply to each driveway separately. Major developments must receive approval from the Growth Management Administrator or his designee for larger driveways depending on the need for ingress and egress and right and left turn lanes at access points. c. All signs and pavement markings shall conform with the Manual On Uniform Traffic Control Devices, latest edition, and shall be shown on the site plan submitted with the application for a building ermit, or as otherwise required by the County. d. See Standard Drawing "Sheet 4 of 26", Section VI of this Handbook. 4. Multi-family, Industrial and Other Commercial Property (Except Shopping and Retail Centers, Auto Service Stations, and Drive-Thru Businesses). a. Driveways and other access roads shall be located in accordance with the Collier County Access Management Policy, as it may be amended from time to time. b. Single lane driveways shall not be less than 12' nor more than 14' in width at the right-of- way line. Two-lane driveways shall not be less than 20' nor more than 24', excluding the drive radii, in width at the right-of-way line. c. All signs and pavement markings used shall conform to the Manual On Uniform Traffic Control Devices, latest edition, and shall be shown on the site plan submitted with the application for a building permit. d. See Standard Drawing "Sheet 4 of 26", Section VI of this Handbook. C. Minimum Design Standards: 1. Design of individual driveways shall conform to and incorporate the following features: a) Driveway edges are intended to be connected flush but may be no more than 3/" higher in elevation at the edge of pavement of the roadway with adequate radii or taper to provide a safe turning maneuver, to avoid any hazard to through street traffic, and to contain the vehicle within the paved portion of the driveway. b) Driveways shall be positioned to intersect as nearly as possible at right angles to the roadway. Driveway aprons shall be extended from, the edge of pavement to the right-of-way/property line, or for a minimum of 20' from the edge of the existing pavement where the public right-of- way exceeds 60' in width subject to the approval of the Director of Roadway Maintenance or his designee. Swale driveways shall be paved to design grades specified by the County. c) Driveways, or any portion thereof, shall not be constructed within side and rear lot public easements unless permitted by the County in the specific case. If the placement of a driveway, or portion thereof, is within a public easement, the responsibility and expense for future removal and replacement shall be the permittee's. 14 GPO d) All driveways are to be constructed so as not to impair proper drainage within the road right- of-way or to alter the stability of the roadway subgrade and shoulders. e) Installation and replacement of swale drives are discouraged and shall only be permitted with the consent of the Director of Roadway Maintenance or his designee on a case by case basis. f) If a drainage culvert is required under the driveway, the type, length, and diameter shall be approved by ROW Permitting and Inspection Section. The length of drainage culvert required shall be based on the driveway width at the centerline of the swale, plus a minimum of four feet on each side of the driveway for driveway shoulders and a distance based on proper slope using the driveway's centerline elevation and the culvert's invert elevation as the vertical distance to compute the required horizontal distance, unless otherwise specified. g) Where culverts are used, reinforced concrete pipe meeting the FDOT Standard Specifications for Road and Bridge Construction, latest edition, shall be required in all cases where there is less than 12" of cover for properties zoned for multi-family or commercial use. Such driveways shall have a minimum of a five-foot shoulder on each side and the typical 4:1 slope from the shoulder's edge to the culvert's invert, unless otherwise specified. h) Mitered end sections with concrete collars having a broom finish and sodded as shown in the FDOT Standard Indices shall be required for all culverts. The County may waive i) these requirements where unusual conditions prevail, such as due to the depth of the roadside swale and due to the distance the swale is located from the edge of pavement. 2. Types of Driveways and Specifications: a. Asphalt concrete drives: (1) Driveways for residential use shall be constructed on a stabilized subgrade using a minimum of six inches of compacted limerock base or four inches of ABC-3 ("black base") with one and one-half inches of asphalt concrete surface course, conforming to FDOT Specifications for Type S. (2) Driveways for multi-family, commercial, or industrial use shall be constructed on a stabilized subgrade, using a minimum of eight inches of compacted limerock base (LBR-100) or six inches of ABC-3 ("black base") with two inches of asphalt concrete surface course conforming to FDOT for Type S. b. Concrete drives shall be constructed on a compacted subgrade with a minimum of six inches of Portland cement concrete having a minimum 28 day compressive strength of 3,000 psi, and which must be reinforced with welded wire fabric(6"x 6",#10/#10) or equal. The surface shall be broom finished. In cases where new concrete is placed adjacent to existing concrete, a one-half inch expansion joint is required. Where concrete is used for a driveway in the public right-of-way, a one-half inch expansion joint is required at the right-of-way line. c. Loose gravel, rock, and ornamental stone are not permitted within public right-of-way. 3. In areas where roadside swales are required, the right-of-way shall be graded a minimum of three inches below the swale design finish grades to allow for the installation of sod. 15 GF'Q 4. A temporary access, when permitted, shall be utilized for a maximum of six months from the date of Permit issuance, unless otherwise approved. 5. Existing access points, which are not to be incorporated into a development, shall be totally removed and the right-of-way shall be restored prior to final approval by the County. 6. Driveways Throat Lengths, as they apply to commercial developments, shall utilize the following criteria: a. Shopping Centers (up to 200,000 square feet). (1) Access to project entrance roadway or out-parcels: (a) On project entrance roadways that are major traffic generators (peak hour volumes of 150 VPH or more), minimum throat length = 100 feet. (b) On project entrance roadways that are minor traffic generators (peak hour volumes less than 150VPH), minimum throat length = 75 feet. (2) Access to project entrance roadways for parking aisles: (a) On project entrance roadways that are major traffic generators (peak hour volumes of 150 VPH or more), minimum throat length = 75 feet. (b) On project entrance roadways that are minor traffic generators (peak hour volumes less than 150 VPH), minimum throat length = 60 feet. NOTE: On shopping centers that are greater than 200,000 square feet, a traffic impact analysis shall be prepared by the permittee to determine all throat lengths. b. Other Commercial Developments: (1) For access to project entrance roadways for out-parcels, use the same criteria contained herein for shopping centers. (2) For the access to project entrance roadways for parking aisles, a minimum throat length of 50' shall be required (on a case by case review, ROW Permitting Manager or designee could revise the length to 30'). A deviation may be approved at the discretion of the Growth Management Administrator or his designee on a case by case basis for dead end roadways, low volume roadways, or due to existing condition constraints. c. General Criteria for Throat Distances: (3) The throat distance shall be measured from the nearest edge of pavement on the arterial/collector roadway (either existing or proposed pavement) to the nearest edge of pavement of the access roadway. (4) All of the foregoing criteria are predicated on having adequate storage and taper lengths for both right- and left-turn lanes on the arterial/collector roadway. Said storage and taper lengths shall be obtained using FDOT, AASHTO, FHWA, and CCULDC criteria. 16 GP' (5) Gated entries: (a) Gated residential developments must retain 100' minimum throat depth from the right-of-way line to the face of the gate. A turn around must be provided prior to gate that allows sufficient turning radius to allow fire and EMS to safely turn around. This requirement may be modified at the discretion of the Growth Management Administrator or his designee on a case by case basis for pre- existing conditions and when it can be demonstrated that it will not jeopardize the health, safety and welfare of the traveling public. (b) Security gates servicing industrial and commercial uses shall provide a minimum of 30' of throat depth or additional throat depth as needed to provide sufficient stacking so that the entering vehicle can completely exit the right-of-way before unlocking the gate. D. Access and Site Plan Information Required: 1. The application for the permit, whether new construction or alterations, shall contain the following information: a. Owner's name, mailing address, and telephone number. b. Legal description of lot or tract. c. Site plan indicating: (1) Lot dimensions. (2) Location of all proposed driveways or access points with respect to lot lines, the nearest existing adjacent access points both directions from the proposed access, and all median openings within 1/2 mile each direction from the proposed access points. (3) County roadway name, existing width of pavement and existing right-of-way dimensions. Include location of driveways with respect to edge of pavement, swale location, and curb and gutter, if applicable. (4) Other existing physical features and characteristics (signs, lights etc.). d. Proposed driveway geometrics including width of driveway at the right-of-way line and size of radii or turnout intersecting roadway. e. Type of pavement being used — asphaltic concrete, Portland cement concrete, etc. f. A copy of the most recent survey; or note if a survey has been completed on the lot or tract and if the corner survey pins are still intact. The lot or tract numbers shall be posted at the job site at front property corners, and on the side property corners if the lot or tract is a corner lot. g. In cases where driveways will utilize a State Road right-of-way, an approved FDOT Connection Permit, or Notice of Intent to Issue a Connection Permit, must be submitted with the site plan. 17 GPO h. Site distance triangle included in all submittals, based on FDOT design standards. E. The following procedure shall be followed for the installation of drainage culvert within the public right-of- way: 1. Prior to the installation of any type of drainage culvert within the public right-of-way, a right-of-way permit shall be obtained. 2. The required culvert length, type, size, and other pertinent information including mitered end sections, concrete collars, and sod shall be shown on the approved permit. 3. The culvert grades shall be set in accordance with the approved plan and may be later modified by staff (with the ROW Permitting Section Manager's consent) if required by practical field conditions. 4. The permittee or contractor shall place the culvert to the specified elevations and shall re-grade or re-shape the swale and road shoulders that were disturbed or damaged during construction to comply with the "General Conditions of Right-of-Way Permits" in Appendix A, and/or additional specific stipulations added to the approved permit. 5. Unless otherwise approved, a clean-out or inlet must be constructed at every common property lot line, or in accordance with FDOT requirements, whichever is less. An inlet, clean-out, or junction box shall also be required at any change of culvert size, culvert type, change of flow direction or any union of two or more culverts. The minimum inlet, clean-out, or junction box size is 24" by 36", inside dimension. Each such inlet, clean-out, or junction box shall have a cast iron grate by United States Foundry (No. 6210) or equivalent. 6. If the swales, drainage culverts and inlets are not installed correctly, final approval will be withheld until corrected. No Certificate of Occupancy may be issued until such final approval is granted. 7. Temporary culverts must be installed within the drainageways of Collier County if construction has commenced and the approved permanent culvert is not already in place. 8. Fifteen inch diameter (unless extenuating circumstances exist as determined by the ROW Permitting Section Manager or designee) is the minimum size allowable for use where a culvert is to be connected to the County drainage system, or where a culvert is placed within the public right-of-way. 9. In cases where the culvert is associated with a driveway and is approved as part of a Building Permit, an inspection shall be made and work shall be approved prior to the Growth Management Division signing the Building Department's"Master Control Card"to ensure that all public property has been restored to a condition satisfactory to the County. 18 0,0 F. In situations where the following conditions exist, the Growth Management Administrator or his designee may approve a deviation or accept alternative mitigation as identified in the current TIS Guidelines and Procedures resolution: 1. Negative impacts to the Health, Safety, or Public welfare are not expected to result from the proposed deviations; and 2. The site is located at or near the end of a dead end roadway or has very little opposing traffic, is considered a local road with low volume, and where a roadway improvement or extension is not identified in the Long Range Transportation Plan; and 3. Where existing conditions on a previously developed site would cause a significant hardship on the site. 19 GP9 IV. MISCELLANEOUS CONSTRUCTION A. Sidewalk/Bikepath/Pathway Construction: 1. Sidewalk/bikepath/pathway requirements are enumerated in the CCULDC 6.06.02, as amended. 2. Where authorized, asphalt sidewalks/bikepaths, or access paths shall be constructed to specifications established by the County, but shall be no less than six inches of compacted limerock base over a stabilized subgrade, primed and surfaced with a minimum of one and one half inches of Type S asphalt concrete. 3. The Growth Management Administrator his designee, may allow materials other than asphalt and concrete for the construction of sidewalks subject to review and approval of the substitute material and understanding the owner shall be responsible for maintenance. Such alternate construction materials may include, but are not limited to, concrete pavers, brick, and similar materials. In no case, however, shall ceramic or marble tile or"Bowmanite" be permitted. 4. Public Safety considerations: a. The contractor shall provide a safe walkway for pedestrians around all work areas. b. Barricades or other barriers shall be used to prevent any possibility of injury to the public caused by the contractor's work. c. Walking areas around the work areas shall be kept clean of sand, stones, and any other material that could cause pedestrians to slip, fall, trip or otherwise injure them. d. Work areas left overnight shall be barricaded with flashing warning lights and appropriate signs. e. Collier County shall not be responsible for the means, methods, or materials related to jobsite safety. Any such safety requirements are the sole responsibility of the permittee. B. Listed below are delineation devices and pavement markers acceptable for use in public right-of-way. 1. Delineation devices have the following general requirements and shall be in accordance with the FDOT and MUTCD Standards: a. Reflectorized. b. White/red, or amber in color; blue for location of fire hydrants. c. A maximum of five-eighths inch in height, measured from the wearing surface of the road. 2. Types of delineation devices are as follows: a. DISKS, measuring four inches in diameter and five-eighths inch in height. b. WEDGES, having a minimum size of four inches square and five-eighths inch in height. These wedges may: 20 GP0 (1) Be fully reflectorized. (2) Have a plain top and reflectorized base. (3) Have a plain top with reflective elements sealed into the surface facing the traffic. 3. Permanent reflective, pressure sensitive Pavement Tape, Traffic Paint, Thermoplastic Striping, and other pavement marking shall conform to AASHTO M249, latest revision, and FDOT Traffic Operations Standards (Index Series 17000). 4. Raised Reflective Pavement Markers shall be installed in accordance with FDOT Traffic Operations Standards (Index No. 17352). 5. To use any of the above devices in a public right-of-way, a permit request form is required, accompanied by two drawings of the proposed work, indicating size, type, and exact locations of the devices in the roadway. C. Underground Utility Accommodations: 1. The following drawings shall be submitted for review prior to the issuance of a permit. This submission shall be in conjunction with a permit application. a. Cover sheet with a location or vicinity map. b. A Site Utility Master Plan that shall indicate the overall site development and all proposed utility improvements with references to the appropriate plan and profile sheets. If phasing to the project is proposed, phases must be indicated on this drawing. The locations of all existing utilities, physical features and characteristics (signs, lights etc.) on-site and immediately adjacent, shall be shown on this document. c. Plan and Profile Sheets shall indicate the horizontal and vertical location of all proposed water and sewer improvements including other proposed or existing facilities and conflicts in the same general location. Special profile sheets shall be required when unique situations or complex conflicts occur that cannot be clearly detailed on standard plan and profile forms. Profiles must be positioned on the sheet directly below the plan sections they are illustrating with exact alignment of stationing from plan to profile. 2. All proposed utilities shall lie within the roadway right-of-way or within dedicated utility easements. Where utility improvements are proposed to be completed in conjunction with highway improvements and/or plans have been prepared showing future highway improvements, the location of the underground utilities shall take into account these future highway improvements. The intent of this requirement is to eliminate the need for unnecessary relocation of the underground utilities when future highway improvements are to be constructed. 3. All underground utilities shall be located as close as possible to the edge of the existing right-of- way and, where applicable, shall be located within dedicated utility easements adjacent to and outside of the roadway right-of-way. Excavation will generally not be allowed within eight feet of the edge of pavement. 4. Underground installations parallel to the roadway shall be a minimum of 36" below the pavement grade line or 30" below existing unpaved ground. Where parallel facilities are placed within a drainage swale or ditch, clearance shall be measured from the swale or ditch finish grade rather than the roadway grade. 21 GPo 5. Crossings under existing pavement shall be made without cutting the pavement. Locations that are unsuitable or undesirable for pipeline crossings are to be avoided. These include locations such as: a. Deep cuts near footings of bridges and retaining walls. b. Across at-grade intersections. c. At cross-drains where flow of water, drift or stream bed may be obstructed. d. In wet or rocky terrain where economic constraints preclude minimum burial. Open-cutting of existing driveway connections (if paved) will be permitted, provided that the owners are notified and the existing pavement is restored in accordance with this Handbook. In any analysis of a request for open cutting, primary consideration will be given to the safety and convenience of the public. The applicant must provide written justification for approval of open cutting. 6. Casings shall be used for the crossings of underground utilities. Casings will be required for crossings jacked under existing pavement where the carrier is of a composition such that it cannot be jacked. Casings shall extend from toe of slope to toe of slope. 7. Restoration of the right-of-way shall be as follows: a. Existing sidewalks and driveways removed, disturbed or destroyed by construction shall be replaced or repaired in kind. The finished work shall be equal or better in all respects to the original. b. The permittee, at his expense, shall replace all trees and shrubbery damaged or disturbed during construction. If the existing vegetation is improved landscaping, plans are to be prepared by a Florida registered landscape architect to address the removal, relocation and restoration as part of the permitting approval process. The permittee is responsible for the restoration of the landscape improvements and reimbursements to Collier County. Any private plantings removed during construction shall be replaced. The permittee, at his own expense, shall remove all debris. Any yard or portion of the right-of-way fronting private property with grass will be restored with like sod. Seeding and mulching operations are to begin within three weeks after the utility is installed, except in cases of front and back slopes, which should be done as soon after shaping as possible. The permittee shall maintain the portion of the right-of-way affected by the installation until acceptable vegetation is established per the Collier County Landscape and Irrigation Specifications for Beautification Improvements within the public right-of-way. c. The contractor shall replace pavement or roadway surfaces cut or damaged, in equal or better condition than the original, including: stabilization, base course, surface course, curb, and gutter, etc. Where existing pavement is to be removed, the pavement shall be mechanically saw-cut prior to trench excavation, leaving a uniform and straight edge parallel to the utility with minimum disturbance to the remaining adjacent surface. The permittee shall hold the width of this cut to a minimum. At each open-cut crossing, the 22 GPO backfill material shall be placed and compacted per Exhibit "E" of the FDOT Utility Accommodation Guide. This requirement holds for embankment, subgrade, and base. The permittee, if qualified, or a certified laboratory, under the supervision of the permittee's consultant, shall make the density determinations. A copy of all density test reports shall be furnished to the Right-of-Way Permitting and Inspection Section. Immediately following the specified backfilling and compaction, a temporary sand seal coat surface shall be applied to the cut areas. This temporary surfacing shall provide a smooth, all-weather traffic surface on the existing roadway, and shall be maintained until final restoration. Temporary surfacing shall remain for a minimum of ten days to assure stability of the backfill under normal traffic conditions. Following this period and prior to 15 days after application, the temporary surface shall be removed and the final roadway surface restoration accomplished. To accomplish the final roadway surface restoration, the temporary surface shall be removed and the existing adjacent pavement mechanically sawed straight and clean to the stipulated dimensions. Following the above operation, the contractor shall proceed immediately with final pavement restoration in accordance with the requirements set forth by the applicable FDOT Utility Accommodation Guide, (Exhibit "E"), "Replacement of Flexible Pavement for permitted Pavement Cut". Excavated material in excess of the quantity required for backfill and considered usable by the Right-of-Way Permitting and Inspection Section shall be hauled by the permittee at his cost and expense from the trench excavation and stock-piled in areas as directed by the Right-of-Way Permitting and Inspection Section. Excess excavated material considered unusable by the Right-of-Way Permitting and Inspection Section shall be disposed of at the permittee's expense, unless otherwise directed. Any excavated material contaminated with hazardous waste or pollutants shall be disposed of at the permittee's sole expense. In order to facilitate an acceptable construction site, debris and waste materials shall be removed from the site daily and the Permittee shall allow only the minimum length of trench to be open overnight. 23 C' 8. All underground utility operations located within County-owned or controlled right-of-way shall have identified on the construction plans that maintenance of traffic will comply with the applicable MUTCD Sections and with the FDOT Index 600 criteria or their successors in function. In cases where detailed Maintenance of Traffic (MOT) plans are required (to be determined at the discretion of the County),the permittee will submit an MOT Plan for that project, signed and sealed by a Professional Engineer registered in the State of Florida. At all open-cut crossings, a minimum of one-way traffic shall be maintained during daylight hours and two-way traffic shall be maintained at night. All traffic detours should be restricted to the limits of the right-of-way with the necessary flaggers and marking devices at the sole expense of the permittee. Each person supervising the selection, placement, and maintenance of traffic control devices and utility work zones shall be formally trained and/or experienced in traffic control. The permittee shall provide each job location with a responsible person in charge of traffic through the area covered by the permit, who shall be qualified by appropriate training and/or experience. Upon notification of deficiencies in the traffic control plan or other matters involving traffic safety, the permittee shall immediately make improvements as directed by the Right-of-Way Permitting and Inspection Section. Should the Right-of-Way Permitting and Inspection Section deem conditions to be such that imminent danger is present, all work shall cease immediately and the permittee shall undertake immediate corrective action? 9. General Requirements: a. All affected side drains, side ditches and storm sewers will be identified on the plans and referenced as to grade and location. b. Shoring will be required to conform with then applicable OSHA requirements, where necessary to protect employees, to protect existing pavement, and/or to protect other existing facilities. The responsibility for the means, methods and materials used for any excavation and/or shoring operation shall be the sole responsibility of the permittee. Collier County assumes no responsibility for the permittee's or his contractor's failure to comply with all local, State and Federal safety requirements. c. The permittee will indicate to staff where the Traffic Engineering and Sign Operations Section signs and reflectors will interfere with the proposed construction. These signs and reflectors will be moved or relocated by Traffic Enginering and Sign Operations Section personnel. The Traffic Engineering and Sign Operations Section, at the expense of the permittee, will replace any signs or reflectors damaged, destroyed, removed or relocated. d. Manholes shall be outside of traveled lanes wherever possible. The manhole ring, cover, and pad must support traffic for the area where it is being constructed and must always be set flush with the existing grade. e. Abandoned underground lines shall be shown on the plans and shall be identified as to whether they will be removed or abandoned. If they are to be abandoned, they must be grouted or sand filled by the permittee. f. Underground utilities less than 30' from the edge of the pavement, excluding those considered not in traffic areas of curb and gutter sections, must be designed to carry traffic. Those located in non-traffic areas of curb and gutter sections and those located greater than 30' from the edge of pavement must be designed to support Growth Management Division — Construction and Maintenance Section maintenance equipment. g. All new or replaced underground facilities within the public right-of-way shall be provided with a permanent indicating device capable of being detected from the surface. 24 GP h. All County property shall be restored to its original condition or better at the sole expense of the permittee. The permittee shall warrant to the County all work within County right-of-way for one year from the date of the County's formal acknowledgment of the completion of the project. 25 GR� V. APPENDICES 1 GP'G APPENDIX A GENERAL CONDITIONS OF RIGHT-OF-WAY PERMITS 2 GPO GENERAL CONDITIONS OF RIGHT-OF-WAY PERMITS 1. The permit must be kept on the work site and be available upon request or prominently displayed. 2. Permits are required for all work performed in any rights-of-way or easements provided for public use in the unincorporated area of Collier County and in those public rights-of-way or easements, which are maintained by Collier County, but lie within municipal boundaries. 3. When permitted facilities are placed within a public right-of-way or easement,the installation is for permissive use only and placing of facilities shall not operate to create or vest any property right in the associated right- of-way or easement to the permittee. Furthermore, the permittee shall be responsible for maintenance of such facilities until they are removed, unless otherwise specified. 4. All materials and equipment, including Maintenance of Traffic (MOT) and equipment placement, shall be subject to inspection by the Growth Management Department. 5. Requests for pre-inspections shall be made a minimum of 72 hours prior to commencing work requiring inspection. 6. No lane closures will be permitted between the hours of 7:00 —9:00 A.M. and 3:30— 6:30 P.M. 7. Prior to construction, the Contractor/Permittee shall submit a MOT plan for any construction project involving work or activity that may affect traffic on any County street, roadway or bikepath/sidewalk. The MOT plan must be signed by either a Professional Engineer or person certified by the International Municipal Signal Association (IMSA) if affecting arterial or collector Roadways, unless waived by the Growth Management Department. The driveway fill and driveway culvert including soil erosion/sedimentation control measures must be installed prior to the start of any earth moving construction activity with drainage plans, culvert size, soil erosion/sedimentation controls, elevation offset, and ditch slope designed and certified by a licensed engineer for all commercial projects. 8. During construction the Contractor/Permittee shall comply with the "State of Florida Manual of Traffic Control and Safe Practices for Street and Highway Construction, Maintenance, and Utility Operations" and with the "Manual On Uniform Traffic Control Devices" and with all other governing safety regulations and shall maintain the approved site drainage plan and soil erosion/sedimentation control plan. 9. The permittee shall hold the County harmless and the County shall be relieved of all responsibility for any damage or liability of any nature arising from work authorized and performed under the permit. 10. All crossings of existing pavement shall be made by jacking and boring at a minimum depth of thirty-six inches (36"), unless otherwise authorized by the Growth Management Department for good cause shown. 11. All overhead installations must meet a minimum four foot (4') separation to communication lines (both vertically and horizontally), minimum seven foot (7') separation to guys (both vertically and horizontally) and a minimum ten foot (10') separation to neutrals (both vertically and horizontally), and meet and/or exceed all other OSHA requirements as may be determined by OSHA clearance requirements and/or formulas relevant to overhead lines clearances and/or separations requirements (both vertically and horizontally) and all underground crossings shall be placed at a minimum depth of thirty-six inches (36") below the pavement and/or a minimum depth of twenty-four inches (24") below the designed roadside ditch or swale invert. Primary cable (voltage exceeding 500 volts) shall have minimum thirty-six inch (36") cover. Secondary cable (voltages less than 500 volts) shall have a minimum thirty-inch (30") cover. Exception may be made by authority of the Growth Management Department for good cause shown. 12. Two prints of the proposed work covering details of the installation shall be made a part of the permit. If additional plans are required, they shall become a part of the permit. 13. Following completion of all permitted work, grassing and/or seeding shall be required for any disturbed rights- of-way. 14. All property disturbed by work authorized by the permit must be restored to better than, or equal to, it's original condition, and to the satisfaction of the County. 15. Whenever deemed necessary by the County for the construction, repair, maintenance, improvement, alteration or relocation of applicable right-of-way or easement and when so notified by the County, any or all 4 poles, wires, pipes, culverts, cables, sod, landscaping, driveways, sprinklers, or other facilities and appurtenances authorized shall be removed from said right-of-way or easement, or reset or relocated thereon as required, to be installed by the permit, and at the expense of the permittee, or successor and assigns. 16. When the permittee, or successor and assigns is notified of a need for construction, repair, maintenance, improvement, alteration of or relocation within the right-of-way or easement and no action is taken by the responsible party within the time frame specified by the County, the County shall cause the permitted work to be altered, relocated, or removed, with the total expense being borne solely by the permittee or the responsible party. 17. Permits shall generally be in a form approved by the Board of County Commissioners and shall include the time of commencement, the number of days the job is expected to take, and the approximate date of completion. The permit will expire one hundred and eighty(180) days after the issuance of the permit, unless authorized in the specific instance for a longer or shorter period. If the work has not been completed by the expiration date, there will be a renewal fee, set by Resolution, payable upon extending the expiration date for an additional ninety (90) days. 18. All correspondence regarding construction procedures will be through the permittee, or authorized agent or consultant, and not through any contractor or subcontractor. 19. The Permittee is responsible for obtaining necessary rights of entry for construction and maintenance where required right-of-way for public use has not been dedicated and accepted by Collier County. 20. If there are any lane closures or work that will impede normal traffic flow, the permit holder is obligated to inform the road alert coordinator at 239-252-8192, five business days prior to construction or as soon as possible. 21. All existing aerial and underground utilities shall be located by the applicant. Any changes to any utility shall be the responsibility of the Permittee for all cost. 22. A written consent from the property owner shall be required if the application is made by any person or firm other than the owner of the property involved. 23. The Growth Management Department shall be notified in writing either via form letter (to: Collier County Traffic Operations, 2885 S. Horseshoe Drive, Naples, FL 34104) or email (trafficops(a�colliergov.net) a minimum of 72 hours prior to the commencement of jobs that include overhead or underground work that will be conducted as part of construction or maintenance projects within Collier County rights-of-way and 12 hours prior to any and all daily work to be performed throughout the entire length of construction or maintenance projects. Any rescheduling of work shall be provided in writing. All underground utilities must be located prior to construction. 24. Prior to acceptance by the County(including issuance of Certificate of Occupancy), the Growth Management Department shall be notified by mailing or delivering a request for a final inspection to the ROW Permitting Section, 2800 North Horseshoe Drive, Naples, Florida 34104, or by phone, 239-252-3726, upon completion of authorized work. Signed and sealed copies of the as-built survey shall be submitted to the Growth Management Department. Additionally, all as built surveys shall be submitted in GIS format following the standards for Design and As-Built Electronic Drawings in APPENDIX B of this handbook. 5 n Gp' APPENDIX B COLLIER COUNTY CONSTRUCTION AND MAINTENANCE STANDARD FOR DESIGN AND AS-BUILT ELECTRONIC DRAWINGS PURPOSE: To establish standards for electronic design drawings and as-built drawings for capital improvements within County road rights-of-ways that allow efficient migration of the data to the County's geographic information system (GIS). INTRODUCTION: Microstation and AutoCAD are the accepted software for electronic drawings for design and as- built drawings because they offer statewide or national standards, including layering of information. The intent of the layering standard is to promote consistency between drawings and maximize the reusability of drawing data. The effective use of layering standards also facilitates the efficient transfer of data to shared graphical information for display, editing,and plotting purposes. Layer/Level naming conventions must be followed for approval. 1: Standards Information: * For Microstation: Refer to the Florida Department of Transportation(FDOT)standards for Microstation standards at: http://www.dot.state.fl.us/ecso/downloads/publications/CriteriaHandB ook/ * For AutoCAD: Refer to the National Cad Standards(NCS)for AutoCAD files standards at: http://www.nationalcadstandard.org/ncs5/about.php for latest edition and layering guidelines. 2: Requirements: The deliverable must follow Map Projection,Horizontal, and Vertical Datum requirements as below. * Map Projection: All projects, independent of approval date, must be submitted in the correct coordinate system- State Plane,Florida East FIPS 0901, US feet,geographic coordinate system GCS North American 1983. If any as-built is submitted in a different coordinate system, or no coordinate system, it will be rejected and deemed as an unapproved project by the Construction and Maintenance Department. It will require further manipulation to meet the standards required for as-built electronic files before reaching approval and signed off status by the Construction and Maintenance Department. * Horizontal Datum: State Plane,Florida East FIPS 0901, US Feet,geographic coordinate system GCS North American 1983. * Vertical Datum: North American Vertical Datum—NAVD 88. * Survey Accuracy: All survey data shall be done according to the Minimum Technical Standards as stated in 61G17-6 of the Florida Administrative Code pursuant to Chapter 472 of the Florida Statutes. For as-built surveys of underground utilities,an accuracy of 0.25 feet(three inches)both vertically and horizontally is required at location points which shall be no more than 100 feet apart along installed utility lines except where field conditions limit the frequency of points that can be reasonably located and at all junctions and changes in direction. * Map Accuracy: Collier County GIS has adopted USGS National Map Accuracy Standards for mapping/GIS products. The contractor must adhere to NMAS for all mapping work as referenced at this link: http://nationalmap.gov/standards/nmas647.html * Data Development Applications: Accepted software applications: Microstation V8 AutoCAD Land Development 2004 (or higher)or AutoCAD Civil 3D 2007(or higher). * Data Delivery Media: Acceptable delivery media: CD(Compact Disk) DVD(Digital Video Disk) 4 Gpn Unacceptable delivery media: Floppy disks and Zip disks. If data is submitted using floppy or zip disks,they will be returned as incomplete project submittals. 3: Drawing Composition: * AutoCAD files/Microstation files delivered to Collier County Construction and Maintenance Department shall contain only one drawing and one title block per file. * All AutoCAD/Microstation drawings shall be purged of empty,unused,or non-essential drawing data prior to submittal to Collier County Construction and Maintenance Department. This includes all unused layers/level, linetypes,blocks,fonts and entities. * AutoCAD/Microstation drawings shall not contain any frozen layers/levels.All unused entities on frozen layers/levels should be erased,and the empty layers/levels purged. * AutoCAD/Microstation drawings shall not contain multiple overlaid lines or lines with multiple segments unless the overlaid lines or adjacent line segments are assigned to different layers. * Survey data shall be included in the AutoCAD/Microstation drawings and placed on the appropriate layers. (Survey points must use the_PNEZD comma delimited format). * Survey reference points and benchmark data must be clearly labeled with their coordinate values on the plan set. 4: Entity Properties: To ensure the integrity of the original drawing when viewing or printing, it is essential that AutoCAD/Microstation entities are created following these standards: * Entity colors shall be defined by layer/level,not by entity. * Blocks shall be defined(created)on layer/level 0(zero). * All attributes shall be defined on layer/level 0(zero). 5: Model Space (for Auto CAD)/Design Models (for Microstation) and Paper Space(for Auto CAD) /Sheet Models (for Microstation) Usage: These guidelines are suggested for using Model Space/Design Models and Paper Space/Sheet Models effectively: * Place title blocks, schedules and general notes at full-scale in Paper Space/Sheet Models whenever possible. * Label scaled viewports with the appropriate scale in Model Space/Design Models. * Do not place or draw model-related blocks,tags and objects in Paper Space/Sheet Models. * Draw all Model Space/Design Models objects at full scale. * Scale objects using Paper Space/Sheet Models viewports—zoom viewports to the appropriate scale. 6: External References—XREF's: External References(XREF's)contained in AutoCAD drawings created outside of Collier County Growth Management Division can result in content discrepancies in the delivered drawing set. In some cases XREF's may be permissible; however this arrangement must be worked out in advance with Collier County Growth Management Division.To ensure the integrity of the drawing set, and minimize potential problems: * AutoCAD drawings submitted to Collier County Growth Management Division shall not contain any XREF's. * XREF's shall not be "bound"to drawings prior to delivery. * If drawings contain XREF's,they should be inserted as blocks prior to submittal to Collier County Growth Management Division. Layers contained in XREF's inserted as blocks shall conform to Collier County Growth Management Division standards. 7: AutoCAD Drawing Support Files: Drawings created using non-standard AutoCAD fonts,linetypes,and hatch patterns can result in content discrepancies in the delivered drawing set.To ensure the integrity of the drawing set, and minimize potential problems: * Only native AutoCAD or AutoCAD Land Desktop fonts, linetypes, and hatch patterns or the CAD Symbology provided by the National CAD Standards are allowed. * Custom fonts,linetypes, and hatch patterns, including those provided by 3rd party software, shall not be used. * Only these TrueType fonts shall be used:Arial, Courier New, Times New Roman. * Postscript fonts shall not be used 5 0 8: File Transmittal: The content of electronic drawings provided by the contractor must match the delivered original hard copy set as closely as possible, if not exactly. To ensure the integrity of the electronic drawing set upon delivery to Collier County Construction and Maintenance Department: * Ensure the drawings adhere to the guidelines presented in this document. Review the procedures for preparing drawings for submittal as detailed in the preceding paragraphs. * Include a hard copy index containing filenames and sheet numbers for each submittal. This ensures the completeness of the drawing set and assists in archival procedures. * Include a transmittal sheet with all submittals indicating Collier County Construction and Maintenance Department project number, Collier County Construction and Maintenance Department project name(if applicable)and complete listing of all materials submitted. * Include AutoCAD .PC2, .PCP or.CTB plot configuration. * Include all field survey data as indicated in Drawing Composition, Section 3 above. * Submit hard copies of original contractor"red line"plans and specifications. * All hard copies of civil and site plan must be sealed and signed by a Licensed Surveyor or Professional Engineer and clearly marked, such as"90%Design","As-built" etc. 9: The following documentation shall be delivered to Collier County Construction and Maintenance Department at the following project milestones: * Design- Schematic/Preliminary/Working Drawings Collier County Construction and Maintenance requires a complete set of Review Documents in AutoCAD on CD-ROM, in DWG format for Auto CAD/DGN format for Microstation and in PDF hard copy format for review of conformance to these CAD Standards by Collier County Construction and Maintenance Department. During the preliminary and design phases of the project, Collier County Construction and Maintenance staff that review the design may use the DWG format, DGN format and PDF format to provide design/conceptual comments/questions. * Pre-Construction CAD drawing files in DWG format for AutoCAD/DGN format for Microstation,as well as specifications in electronic(PDF)shall be submitted to the Collier County Construction and Maintenance Project Manager on CD-ROM * Record Drawings contractors shall submit, on CD-ROM and hardcopy format, approved As-Built Documents to Collier County Construction and Maintenance at the capital project acceptance meeting. The CD-ROM shall contain the as-built information on the project and is to include DWG format for AutoCAD/DGN format for Microstation and PDF formats of the drawings in accordance with the Collier County Construction and Maintenance CAD Standards,as well as electronic(PDF)specifications. 10: Digital File Index: Each project,when submitted,must be accompanied by a project file index. The index can be submitted in Word, Excel or WordPerfect formats. Each index should contain the following— 1. Organization/company name. 2.A contact name and position. 3. Street address. 4. City. 5. State or province. 6. Postal/Zip code. 7. Country. 8. Phone number. 9. Fax number. 10. Email address. 11. Technician's entry end date of the data/design. O 6 GP APPENDIX C DRAWING REFERENCE FOR MINIMUM REQUIREMENTS This Section of this Handbook contains detailed drawings depicting typical Collier County standards. Where no drawing is included for a specific detail, the most current edition of the FDOT Roadway and Traffic Design Standards shall apply. If there is no standard available in this reference, a sketch of the proposed detail shall be submitted by the applicant for a Permit. The Collier County Growth Management Division shall review the sketch and either Approve, Approve with Modifications, or Reject the proposed detail. If rejected, the applicant may re-submit a revised proposal for additional review. No construction shall be permitted which does not conform to the enclosed reference drawings, the FDOT Standards, or approved special details. Penalties for failure to conform to these requirements are enumerated elsewhere in this Handbook. 7 GP0 SECTION 4 FDOT UTILITY ACCOMMADATIONS MANUAL Go to the Florida Department of Transportation (FDOT) website below for the latest revisionof the FDOT Utility Accommodations Manual (UAM). https://fdotwww.blob.core.windows.net/sitefinity/docs/default- source/programmanagement/programmanagement/utilities/docs/uam/uam2017.pdf?sfvrsn=d97fd 3dd 0 ��n Rule 14-46.001 F.A.C. Effective July 30, 2017 2017 Utility Accommodation Manual FDOT Operations/Maint. Address Phone Counties Served Offices Bartow 2740 State Rd.60,Bartow,FL 33830 863/519-4300 Polk Ft.Myers 2981 Pine Island Rd.,Cape Coral,FL 33909 239/985-7800 Lee,Charlotte,Collier Heartland Office 4722 Kenilworth Blvd.,Sebring,FL 33870 863/471-4848 Arcadia 1190 West Oak Street,Arcadia, FL 34265 863/491-1818 DeSoto, Hardee Labelle 880 West Cowboy Way, Labelle, FL 33935 863/612-4646 Hendry, Glades Sebring 4722 Kenilworth Blvd, Sebring, FL 33870 863/471-4848 Highlands, Okeechobee Manatee 14000 State Rd.64 E.,Bradenton,FL 34212 941/708-4400 Manatee,Sarasota Broward 5548 NW 9th Ave.,Fort Lauderdale,FL 33309 954/776-4300 Broward Miami 1000 NW 111th Avenue,Miami,FL 33172 305/470-5100 Dade,Monroe Palm Beach 7900 Forest Hill Blvd,W.Palm Beach,FL 33413 561/432-4966 Palm Beach Brevard 555 Camp Rd.,Cocoa,FL 32927 321/634-6100 Brevard Brooksville 16411 Springhill Dr,Brooksville,FL 34609 352/848-2600 Citrus,Hernando,Pasco DeLand 1650 N.Kepler Rd.,DeLand,FL 32724 386/740-3400 Volusia,Flagler Leesburg 1405 Thomas Ave.,Leesburg,FL 34748 352/315-3100 Lake, Sumter Ocala 627 NW 30 Ave.,Ocala,FL 34475 352/620-3000 Marion Orlando 420 W.Landstreet Rd.,Orlando,FL 32824 407/384-4600 Orange,Osceola Oviedo 2400 Camp Rd.,Oviedo,FL 32765 407/249-4299 Seminole,Orange Pinellas 5211 Ulmerton Rd.,Clearwater,FL 33760 727/575-8300 Pinellas Tampa 2820 Leslie Rd.,Tampa,FL 33619 813/612-3200 Hillsborough Chiefland 1820 South Yound Blvd,Chiefland,FL 32626 352/493-6075 Dixie,Gilchrist,Levy Gainesville 5031 NE 39 Ave.,Gainesville,FL 32609 352/381-4300 Alachua,Bradford Jacksonville 838 Ellis Rd. South,Jacksonville,FL 32205 904/360-5200 Duval,Nassau Lake City 710 NW Lake Jeffery Rd.,Lake City,FL 32055 386/961-7180 Baker,Columbia,Union Hamilton, Suwannee, Perry 657 Plantation Rd.,Perry,FL 32348 850/838-5800 Lafayette,Madison,Taylor St.Augustine 3600 DOT Rd.,St.Augustine,FL 32084 904/825-5036 Clay,Putnam,St.Johns Marianna 2956 State Correctional Rd.,Marianna,FL 32448 850/482-9546 Jackson,Washington Midway 17 Commerce Blvd,Midway,FL 32343 850/922-7900 Gadsden,Jefferson,Leon,Wakulla, Franklin,Liberty Milton 6025 Old Bagdad Highway,Milton,FL 32583 850/981-3000 Escambia,Santa Rosa,Okaloosa Panama City 3633 Highway 390,Panama City,FL 32405 850/767-4900 Bay,Calhoun,Gulf Ponce de Leon 1723 Sunrise Circle,Ponce de Leon,FL 32455 850/836-5700 Holmes,Walton Turnpike Turkey Lake Service Plaza,Ocoee,FL 34761 800-749-7453 Turnpike 0 CHAPTER 14-46 UTILITIES INSTALLATION OR ADJUSTMENT 14-46.001 Utilities Installation or Adjustment 14-46.001 Utilities Installation or Adjustment. (1)Purpose.This rule is established to regulate the location and manner for installation and adjustment of utility facilities on any Florida Department of Transportation(FDOT)right-of-way,in the interest of safety and the protection, utilization,and future development of such rights of way,with due consideration given to public service afforded by adequate and economical utility installations,and to provide procedures for the issuance of permits. (2)Permits. FDOT will issue permits for the construction,alteration,operation,relocation,removal,and maintenance of utilities upon the right of way in conformity with the FDOT Utility Accommodation Manual(UAM),2017 edition incorporated by reference at https://www.flrules.org/Gateway/reference.asp?No=Ref-08495.Copies of the UAM are available from the FDOT Maps and Publications Office at 605 Suwannee Street,MS 12,Tallahassee,Florida 32399-0450,or the FDOT Utility website:www.fdot.gov/programmanagement/utilities/.The following documents are hereby incorporated by reference and made a part of this rule: (a) The Utility Permit,Rev. 12/14/16,is incorporated herein by reference at https://www.flrules.org/Gateway/reference.asp?No=Ref-07737,and available from www.fdot.gov/programmanagement/utilities; (b) Utility Work Schedule,Rev. 12/14/16, incorporated herein by reference at https://www.flrules.org/Gateway/reference.asp?No=Ref-07738,and available from www.fdot.gov/programmanagement/utilities; (c) Utility Work Estimate,Effective 12/14/16,incorporated herein by reference at https://www.flrules.org/Gateway/reference.asp?No=Ref-07739,and available from www.fdot.gov/programmanagement/utilities; (d)American Petroleum(API)Standard 1104—Welding of Pipelines and Related Facilities,20th Edition,October 2005,available at www.techstreet.com/api/products/1237425.Posting of this manual for public inspection would violate federal copyright law.A copy is available for public inspection during regular business hours at the Florida Department of Transportation,Program Management Office,605 Suwannee Street,Tallahassee,Florida. (e)Grades and Standards for Nursery Plants,Florida Department of Agriculture and Consumer Services,Division of Plant Industry,2015,incorporated herein at https://www.flrules.org/Gateway/reference.asp?No=Ref-06046,and available from www.fdot.gov/programmanagement/utilities. (f)FDOT 2016 Design Standards,Indexes 546,600,601,602,603,604,605,611,612,613,615,616,and 660, incorporated herein at https://www.flrules.org/Gateway/reference.asp?No=Ref-06045,and 2016 Design Standard Index 625,incorporated herein at https://www.flrules.org/Gateway/reference.asp?No=Ref-07740,and available from www.fdot.gov/programmanagement/utilities. (g)FDOT South Florida Rail Corridor Clearance Policy,Topic No.000-725-003-j,effective 9/20/2007, incorporated herein at https://www.flrules.org/Gateway/reference.asp?No=Ref-06031,and available from www.fdot.gov/programmanagement/utilities. 0 (h)American Society for Testing and Materials(ASTM)D1586-11 Standard Test Method for Standard Penetration Test(SPT)and Split-Barrel Sampling of Soils(2011)available at astm.org/standards/D1586.htm.Posting of this manual for public inspection would violate federal copyright law.A copy is available for public inspection during regular business hours at the Florida Department of Transportation,Program Management Office,605 Suwannee Street, Tallahassee,Florida. (i)American National Standards for Tree Care Operations—Tree,Shrub,and Other Woody Plant Management— Standard Practices(Pruning),ANSI A300(Part 1)—2008 Pruning,available at www.tcia.org.Posting of this manual for public inspection would violate federal copyright law.A copy is available for public inspection during regular business hours at the Florida Department of Transportation,Program Management Office,605 Suwannee Street,Tallahassee, Florida. (j)49 C.F.R.Part 192,Rev. 10/1/11,incorporated herein at https://www.flrules.org/Gateway/reference.asp?No=Ref- 07741,and 49 CFR Part 195,Rev, 10/1/11 incorporated herein at https://www.flrules.org/Gateway/reference.asp?No=Ref-07742,and available from www.fdot.gov/programmanagement/utilities. RulemakingAuthority 334.044(2), 337.401, 337.405 FS. Law Implemented 337.401, 337.402, 337.403, 337.405 FS. History—New 5-13-70,Amended 8-10-78, 7-22-82, Formerly 14-46.01,Amended 7-5-90, 6-8-93, 10-15-96, 8-30-99, 11- 10-05, 1-24-08, 1-30-11, 7-30-17. 2017 UAM Utility Accommodation Manual G Page intentionally left blank. P G Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division: Utilities TABLE OF CONTENTS 1 General 1 1.1 Purpose 1 1.2 Terms and Acronyms 1 1.3 References 2 1.4 Delegation of Authority 2 1.5 Laws to be Observed and Other Agency Rules 2 1.6 Other FDOT Permits 2 1.6.1 Overweight and Over-Dimensional Vehicle Permits 2 1.6.2 Storm Water and Drainage Permits 2 1.7 UAM Dispute Review 2 1.8 Sunshine 811 Notification 2 1.9 Acquiring Existing Utilities 3 1.10 Utility Liaison 3 1.11 Distribution 3 2 Utility Permits 3 2.1 General UAO Responsibilities 3 2.2 Permit Applications for Emergency Work 5 2.3 Work Not Requiring New Permits 5 2.3.1 Work Types 5 2.3.2 Work Constraints 5 2.4 Permit Application Package 5 2.4.1 General Documentation 6 2.4.2 Traffic Control Plan (TCP) Submittals 7 2.4.3 Engineering Documents Exempt from Signing and Sealing 7 2.5 Certification from FERC or FDEP 7 2.6 Permit Application Review Process 7 2.7 Special Instructions 8 2.8 UAO Notification to Other Facility Owners 8 2.9 Commencement of Work 8 2.10 Final Inspection of Work 8 3 Utility Accommodation 8 3.1 Emergency Work 8 3.2 Discovery of Archaeological or Historical Remains 9 3.3 Utilities in Historic Sites and Other Scenic Areas 9 3.4 Pedestrian Pathway Clearances 9 3.5 Erosion & Sediment Controls 9 3.6 Relocation of FDOT Signs or Reflectors 9 3.7 Preservation of Sight Windows 9 3.8 Open Cutting 9 3.9 Fuel Tanks 9 3.10 Longitudinal Placement of Utilities 9 3.11 Utilities Near Airports 9 3.12 Contaminated Soil 9 3.13 Damage to FDOT 10 3.14 Aboveground Utility Installations, Relocations, Adjustments, Replacement 10 3.14.1 New Aboveground Utility Installations 10 3.14.2 Mid-Span Pole Installation Requirements 10 3.14.3 Aboveground Utility Relocation, and Adjustment Requirements 10 3.14.4 Aboveground Utility Offsets 11 3.14.5 Aboveground Utility Practical Considerations 11 3.14.6 Pole Replacement and Service Pole Installation. 11 3.14.7 Vertical Clearances 11 3.15 Lift Pumps or Power Generating Stations 12 G'O Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division: Utilities 3.16 Underground and At-Grade Utility Installations 12 3.16.1 Excavation Near Pavement 12 3.16.2 Electronic Detection of Underground Utilities 12 3.16.3 Design Requirements 12 3.16.4 Depth Requirements for Open Trench or Trenchless Methods 12 3.16.5 Longitudinal Placement 12 3.16.6 Casing Requirements 12 3.16.7 Service Connection Points 12 3.16.8 Underground Utility Access 12 3.16.9 Trenchless Installations 13 3.16.9.1 Horizontal Directional Drilling (HDD) 13 3.16.9.2 Jack and Bore (J&B) or Micro-Tunneling 14 3.16.10 Out-of-Service and Deactivated Underground Utilities 14 3.17 Restoration 14 3.17.1 Restoration of Pavement 14 3.17.2 Replacement of Damaged Landscaped Vegetation 14 3.17.2.1 Landscaped Vegetation Replacement in Kind 14 3.17.3 Restoration of Turf 15 3.18 Vegetation Control 15 3.18.1 General 15 3.18.2 Tree Trimming 15 3.18.3 Mowing 15 3.18.4 Chemical Control of Vegetation 15 3.19 Utilities On or Near FDOT Structures 16 3.19.1 General 16 3.19.2 Attaching to FDOT Structures 16 4 Utility Accommodation on FDOT Limited Access Right of Way 17 4.1 Longitudinal Utilities 17 4.2 Vertical Clearance 17 4.3 Crossings 17 4.3.1 New Crossings 17 4.3.2 Existing Utilities and Limited Access Construction 17 4.3.3 Underground Crossings4.4 FDOT Railroad Corridors 17 4.4 FDOT Railroad Corridors 17 4.5 Utilities in R/W being Re-designated as LA R/W 17 4.6 Access for Servicing or Patrolling Utilities 18 4.7 Attachments to FDOT Bridges 18 5 Project Coordination 18 5.1 FDOT Coordination 18 5.2 UAO Coordination 18 5.3 UAO Reimbursement 19 6 Approval of Design Alternatives 19 7 References 21 7.1 Incorporated References 21 7.2 Informational References 21 8 Exhibits 23 UTILITY PERMIT UTILITY WORK SCHEDULE UTILITY WORK ESTIMATE ERRATA ii 0 Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities 1 General 1.1 Purpose The purpose of the Utility Accommodation Manual(UAM)is to establish the utility installation or adjustment requirements for utilities within the Florida Department of Transportation's(FDOT)right of way(R/W)and is incorporated by reference into FDOT's Rule Chapter14-46.001 F.A.C. for utilities. 1.2 Terms and Acronyms The following definitions of terms and acronyms apply only as used in the UAM: Auxiliary Lane: The designated widths of roadway pavement marked to separate speed change, turning, passing and climbing maneuvers from through traffic. Business Day:Any Monday,Tuesday,Wednesday,Thursday,or Friday that does not fall on a State Holiday. CFR:Code of Federal Regulations. Casing:A pipe surrounding a carrier pipe and designed to resist potential impacts and carry imposed loads. Conduit:An enclosure for protecting a utility(e.g.,wires and cables). Contractor:A legal entity(1)properly licensed in the State of Florida by the state,county or city,and(2)contracting with FDOT or a UAO to work or furnish materials. F.A.C.:Florida Administrative Code FDEP:The Florida Department of Environmental Protection FDOT:The Florida Department of Transportation: FDOT District: One of the seven (7) geographical areas or the Turnpike Enterprise. FDOT District Map and Turnpike information are available at:http://www.dot.statefl.us/programmanagement/utilities' FDOT Structure: Features owned by FDOT such as, but not limited to, bridges, retaining walls, culverts, pipes, and structural supports for signs,lighting,toll gantries,buildings,and traffic signals. F.S.:Florida Statutes. Highway: A right of way corridor which contains or is to contain a roadway. LA R/W:Limited Access Right of Way. Local Maintenance Engineer: The engineer in charge of the local maintenance or operation centers throughout the State. Manhole: An opening in an underground system,providing access for installations, inspections,repairs,connections and tests. Median: The portion of a divided highway or street that separates the traveled-ways for traffic moving in opposite directions. Non-Restricted Roadsides: Roadsides that are not restricted roadsides. Pull Box:An opening in an underground system,providing access for installations, inspections,repairs,connections and tests. Restricted roadsides: Roadsides along predominantly curbed urban roadways with design speeds of forty-five(45)mph or less and narrower than the offsets in UAM Table 3.14.4.Right of Way:The land that FDOT has title to,or right of use as a transportation facility,or that FDOT has a right for use as a transportation facility. R/W:Right of way Roadway:The portion of a highway,including shoulders,for vehicular use. TCP: Traffic Control Plans. Service lines:Lines used by the UAO to carry services from a main line to individual recipients. Traffic Control Plans:Plans showing the methods of controlling and maintaining a safe flow of traffic through construction or maintenance work areas. Travel Lane:The designated widths of roadway pavement marked to carry through traffic and to separate it from opposing traffic or traffic occupying other traffic lanes. UAO:Utility Agency/Owner.The entity that owns the utility. UAM:This Utility Accommodation Manual Page 1 pC Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities Utility: All active, deactivated or out-of-service electric transmission lines, telephone lines, telegraph lines, other communication services lines, pole lines, ditches, sewers, water mains, heat mains, gas mains, pipelines, gasoline tanks and pumps owned by the UAO. Utility Appurtenances:Features or parts that are part of a utility,whether primary or secondary to its function. 1.3 References References to sections internal to this manual are indicated in bold italics starting with "UAM". For example, these instructions are in UAM Section 1.3. References to external documents are indicated by the generally used term for the document highlighted in bold italic text,For example,the "2016 FDOT Design Standards for Design, Construction, and Maintenance Operations on the State Highways System"is referenced as the FDOT Design Standards.The published title and date for these external references are listed in UAM Section 7. When a UAM section is referenced,it is intended that all subsections and all other references contained within the referenced section are included. 1.4 Delegation of Authority Any authority or responsibility specifically attributed in the UAM to any FDOT employee implicitly extends to anyone that employee has explicitly delegated it to.In addition,the State Chief Engineer has authority to exercise any authority or responsibility attributed in the UAM to any FDOT employee. 1.5 Laws to be Observed and Other Agency Rules The UAO shall comply with all State,Federal and Local rules and regulations,as applicable to the permitted facilities and work performed pursuant to the permit, which includes: any and all Federal, State, and Local laws, bylaws, ordinances, rules,regulations,orders,permits,or decrees including environmental laws,rules,regulations,and permits.When a FDOT rule is more stringent than those of other agencies,the UAO shall comply with the FDOT rule. 1.6 Other FDOT Permits 1.6.1 Overweight and Over-Dimensional Vehicle Permits The UAO shall obtain permits for overweight and over-dimensional vehicles in accordance with Rule Chapter 14-26, F.A.C. 1.6.2 Storm Water and Drainage Permits For the installation of drainage pipes or structures that convey storm water along or across the FDOT R/W and do not discharge any storm water onto the FDOT R/W or into an FDOT storm water system,the UAO shall obtain a utility permit in accordance with UAM Section 2 in lieu of a drainage connection permit. For the installation of drainage pipes or structures that do discharge storm water onto the FDOT R/W or into an FDOT storm water system,the drainage facility owner shall obtain a drainage connection permit in accordance with Rule Chapter 14-86,F.A.C.in lieu of a utility permit. Obtaining an FDOT drainage connection permit or utility permit does not relieve the owner of their responsibility to comply with the Florida Department of Environmental Protection's (FDEP) National Pollutant Discharge Elimination System(NPDES)permitting requirements pursuant to Chapter 373,F.S.Part IV and Rule Chapter 62-25,F.A.C. or any other authority's permitting requirements. 1.7 UAM Dispute Review If the UAO desires to resolve a dispute with an FDOT District or the Turnpike Enterprise,the UAO shall request a review by the FDOT State Utilities Engineer. 1.8 Sunshine 811 Notification The UAO shall notify the Sunshine 811 prior to any excavation or demolition activities in accordance with Chapter 556, F.S.This shall not relieve the UAO from their obligation to notify FDOT as required by the permit or by the UAM.FDOT contact information is provided on the utility permit. Page 2 0 Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities 1.9 Acquiring Existing Utilities When a UAO acquires an existing utility that is within FDOT R/W,the UAO shall provide FDOT with an affidavit that (1)states the ownership transfer,(2)describes the boundaries and(3)acknowledges that the new UAO shall comply with the conditions and requirements of the original permit.A copy of the operative conveyance document shall be attached to the affidavit. 1.10 Utility Liaison The State Utilities Engineer develops revisions and additions to the UAM in accordance with Chapter 120, F.S. and through periodic UAM reviews with the utility industry and others. The State Utilities Engineer is the chief liaison on utility accommodation. UAM users may submit to the State Utilities Engineer written suggestions to the address or URL below: State Utilities Engineer Florida Department of Transportation 605 Suwannee Street,Mail Station 75 Tallahassee,FL 32399-0450 The State Utilities Engineer publishes information about issues of interest to the utility industry at: http://www.dotstatelLus/programmanagement/utilities/ 1.11 Distribution FDOT provides the UAM at no cost from the following website at: http://www.dotstate.fl.us/programmanagement/utilities/ Hardcopies of the UAM may be purchased from: The Florida Department of Transportation Maps and Publications Sales 605 Suwannee Street,Mail Station 12 Tallahassee,Florida 32399-0450 Phone:(850)414-4050 2 Utility Permits 2.1 General UAO Responsibilities 1) Unless otherwise specified in UAM Section 2.2 or UAM Section Z.3,the UAO shall obtain a utility permit before working within FDOT R/W by using the One-Stop Permitting(OSP)website,however when the UAO does not have access to the permitting website or where the utility work is being done on a portion of the FDOT R/W not included in the OSP system, the UAO shall use the hardcopy utility permit in UAM Section 8. Access to the online One-Stop Permitting website is available at:http://www.dot.statefl.us/programmanagement/utilities/ 2) To expedite construction of FDOT projects, FDOT may determine an approved utility work schedule requiring the UAO to meet all requirements of Rule Chapter 14-46.001 F.A.C. and the UAM, and which has a corresponding relocation agreement is equivalent to a utility permit. 3) Others may prepare and process permit applications for the UAO,however the UAO shall, in all cases, be the permit applicant before the permit is approved. Once the permit is approved the UAO is the permittee and shall not deviate from the approved permit without approval from the Local Maintenance Engineer. The UAO shall have a complete copy of the approved permit at the jobsite when crews are present. 4) City or county utility owners,who do not have contractual control over the builder of their utilities,may elect to have the builder become a joint utility permit applicant with the city or county.In these cases,the utility builder and the city or county shall be severally liable such that the utility builder shall be required to comply with all the permit requirements applicable to the construction of the city or county utilities and the city or county shall be required to comply with permit requirements post construction, including,but not limited to those applicable to operation and maintenance. When an FDOT contractor does utility work under an FDOT agreement,the FDOT contractor shall not be a joint utility permit applicant.The post construction obligations of the city or county shall C3 Page 3 G� Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities commence upon completion of final inspection by FDOT. FDOT shall provide the city or county with written notice of such date. The city or county shall be entitled to observe FDOT's final inspection and shall inform FDOT of any apparent failure to comply with the terms of the permit by the utility builder; provided,the final determination of compliance by the utility builder shall be made by FDOT. 5) The UAO shall notify the FDOT Representative identified on the permit a minimum of two (2) business days prior to starting work and again immediately upon completion of work. All work,materials,and equipment shall be subject to inspection and approval by FDOT. The UAO shall input time, location of lane closure and description of work into the FDOT Lane Closure Information System(LCIS)of any lane closures needed for the utility work.The UAO shall not close any lanes until receiving approval through LCIS or alternatively by FDOT. The UAO is not required to report lane closures to the LCIS system to perform work in accordance to UAM Section 2.3 or UAM Section 3.1. 6) The UAO shall not interfere with the property and rights of a prior permittee. 7) It is expressly stipulated that the utility permit is a license for permissive use only and that the placing of utilities within FDOT R/W pursuant to the permit shall not create or vest any property right in the UAO. The granting of a permit does not modify an existing executed subordination agreement with FDOT. 8) Pursuant to Section 337.403, F.S.,any utility placed upon,under,over,or within the right-of-way limits of any public road or publicly owned rail corridor that is found by FDOT to be unreasonably interfering in any way with the convenient, safe, or continuous use, or maintenance, improvement, extension, or expansion, of such public road or publicly owned rail corridor shall,upon thirty(30)days written notice to the UAO or its agent by FDOT, initiate the work necessary to alleviate the interference at its own expense except as provided in Section 337.403, F.S.,and except for reimbursement rights as expressly set forth in any other previously executed agreements with FDOT. 9) For any excavation,construction,maintenance,or support activities performed by or on behalf of FDOT,within its R/W,the UAO may be required by FDOT to perform the following activities with respect to a UAO's utilities: physically expose or direct exposure of underground utilities; provide any necessary support to utilities and/or cover, de-energize or alter aerial utilities as deemed necessary for protection and safety; and/or take any action required by FDOT's State Utility Engineer in order to facilitate the work in a safe and efficient manner. 10) When the utility work is within an FDOT project, the UAO shall obtain a utility work schedule prior to commencing work within the project limits. 11) In the case of non-compliance with FDOT's requirements in effect as of the date the permit is approved, the permit is void and the facility will have to be brought into compliance or removed from the R/W at no cost to FDOT,except for reimbursement rights set forth in previously executed subordination agreements,railroad utility agreements,or other reimbursement agreements.This provision shall not limit the authority of FDOT pursuant to Section 337.403,F.S. 12) The privileges granted the UAO by the utility permit are only to the extent of the State's right,title and interest in the land to be entered upon and used by the UAO. The UAO shall indemnify,defend, and save harmless the State of Florida and FDOT at all times and to the extent permitted by law from and against any and all loss, damage,cost or expense arising in any manner on account of the exercise or attempted exercises by the UAO the privileges granted by the utility permit. This obligation to indemnify and defend FDOT includes,but is not limited to, any cost or expense to FDOT due to delay caused by the UAO to an FDOT contractor. However, said indemnification as applied to the UAO of city and county utilities is limited to that allowed by law. 13) The UAO shall ensure individuals responsible for placement, or maintenance of traffic control schemes and devices in work zones on the FDOT R/W have proper training. While on the jobsite, the UAO's employee responsible for traffic control shall carry either an FDOT maintenance of traffic training certificate,from an FDOT maintenance of traffic training provider,or a certification from the UAO stating the following: "[Employee's Name] has been properly trained to control traffic in accordance the UAM's traffic control requirements." 14) Where practical,the UAO shall expeditiously allow passage of over-dimensional vehicles permitted by FDOT. When the UAO becomes aware of deficiencies in the Traffic Control Plan that affect traffic safety,the UAO shall take appropriate corrective actions. When notified by FDOT that immediate corrective actions are needed, the UAO shall immediately comply with FDOT's instructions. 15) The UAO shall comply with requirements for the inspection and copying of records and photographing public records in accordance with Section 119.07, F.S. Page 4 Q0 Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities 16) The UAO shall equip construction and maintenance vehicles used on FDOT R/W with at least one (1) unobstructed class 2 amber,or white, warning lights. If anything might obstruct the light,the UAO shall equip construction and maintenance vehicles with more than one warning light. 2.2 Permit Applications for Emergency Work Advance permit application approvals or notifications are not required for emergency repairs performed in accordance with UAM Section 3.1. If the type of work would normally require a permit,the UAO shall submit a completed permit application and as-built plans within five(5)business days after the repairs are completed;however,a TCP does not need to be submitted. 2.3 Work Not Requiring New Permits 2.3.1 Work Types The UAO may perform work on the UAO's previously permitted utilities without applying for a new permit for only the work types listed below and when the work constraints in UAM Section 2.3.2 are followed: 1) Placement of mid-span poles,replacement of existing poles,or removal of existing poles. All of these poles must be part of the existing pole line,and installed as close to the alignment of the existing pole line as possible. For existing poles that do not comply with the utility offsets in UAM Section 3.14.4,the new pole shall not reduce the existing pole's offset from the edge of lane along non-restricted roadsides or from the face of curb along restricted roadsides. For existing poles that do comply with the utility offsets in UAM Section 3.14.4,the new pole shall also comply with the utility offsets in UAM Section 3.14.4. 2) Placement of service poles as long as these pole are in compliance with the utility offsets in UAM Section 3.14.4. 3) Placement of underground service lines in compliance with UAM Section 3.16.7 provided they are perpendicular to the roadway. 4) Temporary utility work approved by the FDOT Resident/Project Engineer during FDOT construction projects in in accordance with an approved utility work schedule. 5) Maintenance,replacement,alterations or additions of aerial components on existing pole lines. 6) Maintenance,alterations,but not the replacement,of existing underground utilities. 7) Placing and/or removing utilities within existing conduits, provided no additional pull-boxes or other utility appurtenances are installed. 8) Installation of technology to solely operate,measure,maintain,and/or monitor the permitted utility provided no excavation is performed. This provision shall not be interpreted to allow other entities to attach to the UAO's facility without obtaining a new permit and/or modifying the UAO's existing permit if the technology does not solely operate,measure,maintain,and/or monitor the permitted utility. 9) Vegetation control in compliance with UAM Section 3.18. 10) Potholing for physical exposure of underground utilities in accordance with UAM Section 2.1(9). 11) Replacement of existing permitted lines,as long as the new line is as close to the original alignment as possible and is in compliance with the utility offset in UAM Section 3.14.4. 2.3.2 Work Constraints To perform the work in UAM Section 2.3.1,the UAO shall comply with all of the following conditions;otherwise,a new permit is required: 1) The UAO shall notify the appropriate maintenance engineer of the location,general scope and timeframe of the work.The UAO may immediately commence work after notification when the work is anticipated to take two(2) hours or less to complete.The UAO shall not commence work earlier than two(2)business days after notification when the work is anticipated to take more than two (2) hours. Road closures for more than 5 minutes are not allowed without a new permit. 2) The UAO shall restore FDOT R/W to the condition prior to the work within seventy-two(72)hours of completion of the work. 3) The UAO shall be responsible under the original permit for any added lines or other utility modifications for which a new permit was not required. 4) The UAO shall maintain vehicular and pedestrian traffic using the FDOT Design Standards indexes listed below: Index Title 600 General Information for Traffic Control Through Work Zones 601 Two-Lane,Two-Way,Work Outside Shoulder 602 Two-Lane,Two-Way,Work On Shoulder 0 Page 5 GP Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities 603 Two-Lane,Two-Way,Work Within the Travel Lane 604 Two-Lane,Two-Way,Work In Intersection 605 Two-Lane,Two-Way,Work Near Intersection 611 Multilane,Work Outside Shoulder 612 Multilane,Work On Shoulder 613 Multilane,Work Within the Travel Lane-Median or Outside Lane 615 Multilane,Work In Intersections 625 Temporary Road Closure 5 Minutes of Less 616 Multilane,Work Near Intersection-Median or Outside Lane 660 Pedestrian Control for Closure of Sidewalk 5) The UAO shall not cut any roadway pavement. 6) The UAO shall not cut or otherwise damage more than ten(10)linear feet of sidewalk. 7) The UAO shall not commence work that conflicts with any FDOT construction project, scheduled local events and activities,other scheduled permitted activities,or FDOT lane closure restrictions. 8) The UAO shall not excavate more than eighty(80)cubic feet. 9) The UAO shall not work within FDOT limited access R/W or an FDOT rail corridor. 10) The UAO shall not add third party utilities. 11) The UAO shall comply with UAM Section 3.14 when installing any pole. 2.4 Permit Application Package 2.4.1 General Documentation In addition to the information required for the One-Stop Permitting website and the utility permit in UAM Section 8,the UAO shall attach and incorporate as part of the utility permit application the following if applicable: 1) When not using the One-Stop Permitting website,the UAO shall provide a key map showing the proposed installation's location and the approximate distance and direction from the proposed work area to the nearest town,major road intersection,bridge,or railroad crossing. 2) Plan view drawings(preferably to scale)showing all of the following: a) The R/W Lines,limited access lines,and the UAO's easement lines within the FDOT R/W. b) The proposed utility and proposed utility appurtenances(except for utility appurtenances mounted at least fifteen(15)feet above the ground and less than eight(8)cubic feet). c) The horizontal distance from the proposed utility to a well-defined feature of the transportation facility (such as the edge of travel lane). d) When work is within an FDOT project,a tie to project stationing,otherwise a tie to roadway mileposts. e) The limits of the work area(including staging areas,access points,or other areas to be used). f) For trenchless installations,the proposed method of installation,materials,function,type,size of proposed installation,and bore diameter. g) Maximum allowable operating pressures of proposed gas mains and the locations of proposed shut-off valves. h) Aboveground features such as existing utility poles within the work area. i) Underground features such as utilities,drainage pipes,or Intelligent Transportation System(ITS)lines within the proposed work area as can reasonably be obtained by a review of existing records and a topographical survey of above ground features. j) Significant physical features such as vegetation,wetlands or bodies of water. 3) When installing underground utilities,the UAO shall provide profile view drawings showing all of the following: a) The location of the proposed utility and proposed appurtenances larger than eight(8)cubic feet. b) Benchmark information. c) Horizontal and vertical location of all existing underground facilities such as utilities,drainage pipes,or ITS lines within the proposed work area as can reasonably be obtained by a review of existing records and a topographical survey of above ground features. d) The proposed utility's depth below the top of the pavement or existing unpaved ground. e) Top of water table or confining layer when required per UAM Section 3.16.9.1. f) Cross-sectional view showing one(1)or more typical cross sections to adequately reflect the proposed installation's location. 0 Page 6 CV. Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities 4) Manufacturer's certifications of proposed underground appurtenances manufactured offsite such as manholes, splice boxes or vaults that are greater than eighty(80)cubic feet in accordance with UAM Section 3.16.3.1. 5) Signed and sealed plans and specifications for proposed attachments to structures including a bridge load rating analysis where attachments affect the bridge's carrying capacity. 6) Not more than six(6)photographs documenting work area conditions prior to the utility work as requested by the Local Maintenance Engineer.The Local Maintenance Engineer shall waive the requirement for photographs when unnecessary. 7) Justification and drawings showing proper replacement of the roadway for any open trenching,pavement cuts,or water supply line conflicts. 8) For aboveground crossings of an operational LA R/W between interchanges,a list of any other anticipated crossings. 9) A completed standard railroad application package when within FDOT rail corridors. 10) A landscaped vegetation replacement plan as required by UAM Section 3.17.2. 11) Any required approvals,waivers,or variances necessary for the permit to be approved. 12) Any known provisions of the UAM or the utility permit that are modified,or made unenforceable by existing easements,subordination agreements,or other legal requirements. 13) FDEP Certification document in accordance with UAM Section 2.5. 14) A traffic control plan in accordance with UAM Section 2.4.2. 15) Copies of any existing applicable permits for erosion control. 2.4.2 Traffic Control Plan (TCP)Submittals The UAO shall submit a TCP that complies with series 600 indexes of the FDOT Design Standards,or a TCP signed and sealed by a qualified,licensed Florida professional engineer with an FDOT Advanced Maintenance of Traffic Certification. When using an unmodified FDOT Design Standard as its TCP,the UAO may cite to the specific index that is being utilized in lieu of attaching a TCP to the permit application. 2.4.3 Engineering Documents Exempt from Signing and Sealing For all engineering documents other than those listed in UAM Section 2.4.2,that the UAO has determined to be exempt from the signing and sealing requirements of Chapter 471,F.S.,the UAO shall submit these documents under the UAO's letterhead or on plan sheets with the UAO's title block. FDOT retains the right to require,through a Special Instruction on the permit approval,that engineering documents that modify the infrastructure of FDOT to be signed and sealed 2.5 Certification from FDEP When the UAO obtains a certification from the Florida Department of Environmental Protection(FDEP)to install or adjust their utilities within the FDOT R/W, the UAO shall attach FDOT's conditions for the certification to the utility permit application. FDOT shall issue a utility permit after verifying the utility work is in compliance with the conditions for certification. 2.6 Permit Application Review Process FDOT shall process all permit applications in accordance with Section 120.60,F.S. FDOT shall review the proposed work for all of the following: 1) Compliance with the UAM, 2) Impacts to all of the following: a) Public safety b) The FDOT Five-Year Work Program c) Safety improvement projects d) FDOT maintenance activities e) Scenic enhancement projects f) Landscaped vegetation as that term is used in UAM Section 3.17.2 g) Trees within the right-of-way h) Local events and activities i) Easements and agreements j) Placement of future utilities. k) Over-dimensional vehicle permits 3) The Chief Engineer shall review the proposed work for impacts to all plans and programs adopted pursuant to Chapter 339,F.S.and all other plans developed by FDOT where the permit application is for the placement of a utility within FDOT R/W,and either: Page 7 PO G Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities a) The abandonment of the utility is subject to the permission and approval of the Federal Energy Regulatory Commission,or b) The construction or extension of the utility is subject to the authorization of the Federal Energy Regulatory Commission. 2.7 Special Instructions 1) FDOT shall indicate on the utility permit all special instructions necessary to address site specific or transaction specific conditions not addressed in Rule Chapter 14-46.001 F.A.C. or the UAM. 2) When FDOT requires an FDOT representative to be present at the worksite prior to commencement of work, FDOT shall indicate this requirement on the permit and provide information to contact the FDOT representative. 3) FDOT may attach any drawings deemed necessary for restoration of the FDOT R/W to the condition prior to the UAO's work. 4) FDOT may attach any specifications deemed necessary for restoration of the FDOT R/W to the condition prior to the UAO's work. 2.8 UAO Notification to Other Facility Owners The UAO shall deliver written notification to all owners of other facilities within the work areas known to be involved or potentially impacted by the proposed work. The UAO shall inform these owners of the location and scope of the work, and shall also inform these owners they have ten(10)business days,from the time of receipt of the notification,to provide the Local Maintenance Engineer specific written objections to the issuance of the utility permit. 2.9 Commencement of Work The UAO shall not begin work until the required FDOT representative as indicated on the utility permit is on site or other arrangements have been made with FDOT.The UAO may begin work after the required notification when the permit does not indicate an FDOT representative is required.By the UAO's commencement of permitted utility work,the UAO shall be bound by all requirements of the utility permit. 2.10 Erosion Control Plans The UAO is required to provide FDOT an erosion control plan for the UAO's work if requested by FDOT. If the UAO is unable to provide a requested plan or applicable permit,FDOT may stop the UAO's work until such information is provided to FDOT. 2.11 Final Inspection of Work Upon completion,the UAO shall provide FDOT all material certifications,test results,bore logs,approved plans changes, or other documentation required as a condition of permit approval. 3 Utility Accommodation This section contains requirements for accommodating utilities within limited access and non-limited access FDOT R/W. UAM Section 4 contains additional requirements particular to limited access R/W. 3.1 Emergency Work For situations of a serious nature,developing suddenly and unexpectedly,and demanding immediate action that will affect public safety, disruption of utility service, or damage to the FDOT R/W the UAO shall proceed immediately with all necessary actions. The UAO shall be responsible for safe and efficient traffic control and shall notify the Local Maintenance Engineer of all necessary actions being taken as soon as practical,but no later than the next scheduled FDOT working day.If the type of work would normally require a permit,the UAO shall submit a permit application in accordance with UAM Section 2.2. The UAO shall bear the expense of restoring the R/W to the condition prior to the emergency. When making emergency repairs to attachments to FDOT structures,the UAO shall obtain verbal approval from the FDOT District Maintenance Engineer prior to making the repairs. Page 8 G�0 Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities 3.2 Discovery of Archaeological or Historical Remains If work operations encounter remains of an archaeological or historic nature,the UAO shall(1)temporarily discontinue all earth disturbing activity in the remains' immediate vicinity and(2)notify the Local Maintenance Engineer.FDOT shall determine the remains' disposition.The UAO shall not resume affected work until authorized by the Local Maintenance Engineer. 3.3 Utilities in Historic Sites and Other Scenic Areas Scenic areas include scenic strips,overlooks,rest areas,recreation areas and FDOT R/W within the limits of public parks and historic sites.In such areas,the UAO shall not install utilities that do either of the following: 1) Require extensive removal or alteration of trees or other natural features visible to the transportation facility user. 2) Impair the visual quality of the lands being traversed. 3.4 Pedestrian Pathway Clearances For new above ground installations within pedestrian pathways,the UAO shall provide minimum clear pathway widths of thirty-six(36) inches where practical. However, the thirty-six(36) inch pathways may be reduced to no less than thirty- two (32) inches wide for no more than two (2)feet in length when there is no practical alternative available to avoid an obstruction.For guy wires traversing across a pedestrian pathway,the UAO shall maintain a minimum vertical clearance of seven(7)feet over the pathway. 3.5 Erosion & Sediment Controls The UAO shall install any required erosion and sediment controls before beginning any utility work. 3.6 Relocation of FDOT Signs or Reflectors To prevent signs and reflectors from conflicting with the UAO's work, the UAO shall be responsible for relocating or replacing all conflicting signs and reflectors as directed by FDOT. 3.7 Preservation of Sight Windows The UAO shall not install new or replacement utilities that significantly reduce the field of vision within the limits of clear sight as described in FDOT Design Standards-Index 546. 3.8 Open Cutting Unless FDOT determines it is impractical,the UAO shall not cut pavement less than five(5)years old. When open cutting driveways,the UAO shall do all of the following: 1) Notify owners seven (7) days in advance using door-hanger type notices or on-site signs as appropriate and approved by FDOT. 2) Maintain users' access to the property. 3) Restore the driveways to at least an equivalent condition and types of material to what existed prior to cutting. 3.9 Fuel Tanks The UAO shall not install any new utility structure or cabinet containing any flammable fuel within the FDOT R/W. 3.10 Longitudinal Placement of Utilities When underground and aerial utilities occupy the same roadside,the aerial utility should be placed outside the underground utility and in accordance with UAM Section 3.14.The underground utility should not be placed within three(3)feet of the R/W line to allow space for future aerial utilities. 3.11 Utilities Near Airports When placing utilities on FDOT R/W and near airports,the UAO shall not create an Airport hazard as defined by Section 333.01(3),F.S. 3.12 Contaminated Soil Where contaminated soil is encountered within the UAO's work area,the UAO shall immediately cease work and notify FDOT.FDOT shall notify the UAO of any suspension or revocation of the utility permit. Said suspension or revocation shall remain in effect until otherwise notified by FDOT. Page 9 % LQO Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities 3.13 Damage to FDOT Pursuant to Section 337.402, F.S.,when any public road or publicly owned rail corridor is damaged or impaired in any way because of the installation, inspection,or repair of a utility located on such road or publicly owned rail corridor,the UAO shall, at their own expense, restore the road or publicly owned rail corridor to its original condition before such damage. If the UAO fails to make such restoration,FDOT is authorized to do so and charge the cost thereof against the UAO under the provisions of Section 337.404,F.S. Pursuant to Section 337.401(2),F.S,the UAO is responsible for damage resulting from the issuance of the permit.FDOT may initiate injunctive proceedings as provided in Section 120.69,F.S.to enforce provisions of this subsection or any rule or order issued or entered into pursuant thereto. This section shall not be applied to damage or impairment shown in the permit. 3.14 Aboveground Utility Installations, Relocations, Adjustments, Replacement Utilities are considered aboveground when the utility facility or appurtenance(such as strain poles,guy wires,telephone load pedestals, temporary supports, etc.) is more than four (4) inches above the grade. The UAO shall not install aboveground utilities within the median.The UAO shall not install a pole line in the roadside where an existing pole line is on the opposite roadside unless one(1)of the pole lines is made available for joint use.Alternatives to the requirements of Section 3.14 may be approved in accordance with UAM Section 6. 3.14.1 New Aboveground Utility Installations The UAO shall install new aboveground utilities outside the aboveground utility offsets in UAM Section 3.14.4 and as close to the R/W line as practical with regard to the aboveground utility practical considerations in UAM Section 3.14.5, however,these requirements do not apply to: 1) Mid-span poles addressed in UAM Section 3.14.2. 2) Existing aboveground utilities within FDOT projects addressed in UAM Section 3.14.3. 3.14.2 Mid-Span Pole Installation Requirements This section applies to the installation of mid-span poles which are new poles that are installed within the existing spans of the UAO's existing pole line.The UAO shall install mid-span poles within the existing alignment as part of the existing pole line. Where mid-span poles are placed within the R/W of an intersecting FDOT roadway,the UAO shall install these mid-span poles outside the aboveground utility offsets in UAM Section 3.14.4. 3.14.3 Aboveground Utility Relocation, and Adjustment Requirements FDOT may request the relocation or adjustment of existing aboveground utilities in order to construct projects when the utility is unreasonably interfering with the convenient, safe, or continuous use, or the maintenance, improvement, extension, or expansion of the public road or public rail corridor. When requested, the UAO shall comply with the following: 1) On projects intended to correct specific safety issues and not intended to bring all conditions within the R/W to FDOT's standards, the UAO shall relocate or adjust the existing aboveground utilities that interfere with the correction of the specific safety issue. 2) On projects designed to resurface the roadway,the UAO shall relocate the aboveground utilities to as close to the R/W line as practical with regards to the aboveground utility practical considerations in UAM Section 3.14.5 when the aboveground utility meets either of the following conditions: a) The aboveground utility has been hit three(3)or more times in the latest five(5)year period, b) The aboveground utility is located where the edge of travel lane is being moved closer to the aboveground utility than the dimensions prescribed in UAM Section 3.14.4. 3) On FDOT projects other than projects described in 1) and 2) above,when the utility is unreasonable interfering with the convenient, safe, or continuous use, or the maintenance, improvement, extension, or expansion of the public road or public rail corridor the UAO shall relocate or adjust the existing aboveground utilities to meet all the following conditions: a) Where practical,behind existing barriers(such as guardrail,or concrete barriers),and not within the barrier's deflection area. b) Not within the median. c) Outside the aboveground utility offsets in UAM Section 3.14.4 and d) As close to the R/W line as practical with regard to the aboveground utility practical considerations in UAM Section 3.14.5. Page 10 GAO Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities 3.14.4 Aboveground Utility Offsets Aboveground utility offsets are dependent upon the roadside being restricted or non-restricted. Restricted roadsides are roadsides along predominantly curbed urban roadways with design speeds of forty-five(45)mph or less and narrower than the offsets in UAM Table 3.14.4. Non-Restricted Roadsides are all other roadsides. The aboveground utility offset for restricted roadsides is four(4)feet from the face of curb.Where sections of curbs are missing,it is five and one-half(5.5) feet from the edge of the lane. The aboveground utility offset within a non-restricted roadside is the distance obtained from UAM Table 3.14.4. This offset is measured,perpendicular to the edge of lane, away from the roadway, and along slopes no steeper than lvertical:4horizontal. Table 3.14.4 Aboveground Utility Offsets for Non-Restricted Roadsides(feet) Design Speed(mph) <45 45 50 55 >55 Travel Lanes or Multiple-Lane Ramps with Traffic Volumes> 1500 AADT 18 24 24 30 36 Travel Lanes or Multiple-Lane Ramps with Traffic Volumes< 1500 AADT 16 20 20 24 30 Auxiliary Lanes or Single Lane Ramps with Traffic Volumes> 1500 AADT 10 14 14 18 24 Auxiliary Lanes or Single Lane Ramps with Traffic Volumes< 1500 AADT 10 14 14 14 18 To determine the appropriate aboveground utility offset, select the distance from UAM Table 3.14.4 based on the lane type,traffic volume,and design speed.When FDOT cannot provide the design speed or traffic volume,the posted speed or a traffic volume> 1500 AADT shall be used respectively. When applying these distances in the field, slopes steeper than 1vertical:4horizontal are sometimes present within a portion of the aboveground utility offset. In those cases, the remaining portion of the aboveground utility offset,or ten(10)feet whichever is greater,is extended beyond the toe of the steeper than lvertical:4horizontal slopes. In cases where the required offset extends beyond the available FDOT R/W,the offset requirement shall be reduced to reach the R/W line,but not extended beyond the R/W line. 3.14.5 Aboveground Utility Practical Considerations When determining whether any aboveground utility is as close to the R/W line as practical,FDOT shall consider factors such as: 1) Aboveground encroachments onto private property. 2) National Electrical Safety Code(NESC), 3) UAM Section 3.4,or other State or Federal codes/regulations. 4) Conflicts with other existing overhead or underground facilities. 5) Trees on adjacent private property (where adequate future trimming would require encroachment on private property). 6) Guy wire requirements. 7) Alignment of existing pole line. 8) Trees within the FDOT R/W (where there is room to install the utility outside the required distance in UAM Section 3.14.4). 3.14.6 Pole Replacement and Service Pole Installation. This section applies to replacements of an individual pole within a permitted pole line and does not apply to replacement or realignment of pole lines. The UAO may remove and replace poles with a new pole,as long as the new pole is as close to the original permit alignment as possible.For existing poles that do not comply with the utility offsets in UAM Section 3.14.4,the new pole shall not reduce the existing pole's offset from the edge of lane along non-restricted roadsides or from the face of curb along restricted roadsides. For existing poles that do comply with the utility offsets in UAM Section 3.14.4,the new pole shall also comply with the utility offsets in UAM Section 3.14.4. The UAO shall install service poles outside the aboveground utility offsets in UAM Section 3.14.4 and as close to the R/W line as practical. The UAO shall remove all existing poles being replaced. 3.14.7 Vertical Clearances The UAO shall maintain sixteen(16)feet minimum vertical clearance.However,when the aboveground utility is above any roadway,the UAO shall maintain eighteen(18)feet minimum vertical clearance.For vertical clearances for limited access R/W see UAM Section 4.2. Page 11 GPO Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities 3.15 Lift Pumps or Power Generating Stations The UAO shall not install any new utility lift pumps, or power generating stations used to power a permitted utility appurtenance within FDOT R/W. 3.16 Underground and At-Grade Utility Installations A utility is considered underground when it is below the ground. A utility is considered at-grade when it is not below the ground and not more than four(4)inches above grade. 3.16.1 Excavation Near Pavement Unless FDOT determines it is impractical,the UAO shall not excavate closer than eight(8)feet from the edge of roadway pavement. 3.16.2 Electronic Detection of Underground Utilities The UAO shall make all new or replaced underground utilities within the R/W electronically detectable using techniques available to the industry. 3.16.3 Design Requirements The UAO shall only install underground utilities and at-grade utility appurtenances that meet or exceed all of the following: 1) The industry standard requirement for the intended use. 2) Static and dynamic loads of construction projects within the FDOT Five-Year Work Program. 3) When within thirty(30)feet of the edge of pavement of a flush shoulder roadway or between the curbs of a curbed roadway,new and relocated underground and/or at-grade utilities shall support a design truck in accordance with the AASHTO LRFD Bridge Design Specifications as incorporated in Chapter 14-15.002,F.A.C. 4) New and relocated underground and/or at-grade utilities outside the above areas shall support FDOT maintenance equipment. 3.16.4 Depth Requirements for Open Trench or Trenchless Methods The UAO shall install underground utilities to minimize adverse effects on pavement,base,other transportation facilities, or other permitted underground utilities (whether longitudinal or crossing). The UAO shall install these underground utilities with at least the following coverage as measured to the top of the utility: 1) Below the top of the roadway pavement:thirty-six(36)inches. 2) Below existing unpaved ground and pavement other than roadway pavement: thirty (30) inches (including designed ditch grade as verified from existing pipe inverts). Horizontal directional drilling requirements in UAM Section 3.16.9.1 may require greater depths. 3.16.5 Longitudinal Placement When installing underground and/or at-grade utilities longitudinally, the UAO shall place their underground and/or at- grade utilities to not interfere with the operation and maintenance of the existing highway or any expansion of the highway within the FDOT Five-Year Work Program. 3.16.6 Casing Requirements The UAO shall provide casing for underground utilities(whether longitudinal or crossing)within toes of the front slopes when any the following conditions exist: 1) The underground utility does not meet the requirements in UAM Section 3.16.3 or UAM Section 3.16.4. 2) The underground utility contains flammable gases or fluids and does not meet the requirements of 49 CFR,Part 192,or 49 CFR,Part 195. When venting is necessary,the UAO shall vent the casing at or outside the R/W line. 3.16.7 Service Connection Points To accommodate FDOT work,or provide new services,the UAO shall place underground and/or at-grade utility service connection points at or beyond the R/W line to prevent the UAO's customers from having to enter FDOT R/W to make a connection.The UAO may provide underground and/or at-grade utility service connections points to other facilities owned by permitted service providers,FDOT,or other governmental agencies within the FDOT R/W. 3.16.8 Underground Utility Access When pulling multiple conduits to construct new duct systems,the UAO shall only place access points,such as manholes or pull boxes,over the duct and shall minimize obstruction of the R/W use by others.The UAO shall install its multiple Page 12 O O� Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities access points on a duct system at least fifty(50)feet apart to minimize overall R/W infrastructure impact.FDOT shall not require sharing of manholes between power and non-power users. The UAO shall place manholes, splice boxes and valve boxes outside the travel lanes, auxiliary lanes and bike lanes,to the greatest extent practical. When installing manholes, pull boxes, splice boxes, valve boxes, or vaults that are greater than eighty(80)cubic feet,the UAO shall supply a manufacturer's certification that they meet or exceed the design loads specified in the UAM Section 3.16.3. 3.16.9 Trenchless Installations For all trenchless installations the UAO shall use horizontal directional drilling,jack and bore or micro-tunneling methods where feasible.Alternate methods may be approved in accordance with UAM Section 6. Regardless of the method used the UAO shall do all the following: 1) Prior to starting drilling operations,identify to FDOT all drilling fluids to be used and provide a certification that these drilling fluids are environmentally safe and not harmful or corrosive to any of the underground facilities along the bore path. 2) Prior to utilizing water and before changing water sources identify the source of water for mixing drilling fluids for approval by FDOT. 3) Prior to starting drilling operations,identify any areas of excavation such as entry points,slurry pits,relief and/or observation holes when used. 4) Control the pumping rate,pressures,viscosity and density to provide removal of soil cuttings and to balance groundwater and earth pressures. 5) Contain drilling fluids in slurry pits,entry or exit points until they are recycled or removed from the site or vacuumed during drilling operations. 6) Clean the work site of all excess slurry or spoils within forty-eight(48)hours of completing installation of the utility. 7) Notify FDOT immediately of any failed bore or humping/sagging of the roadway. Submit,for approval by FDOT,a remediation plan showing how damage to the roadway or a failed operation will be remedied before proceeding with any further borings. 8) Maintain the depth of the utility equal to or greater than those in UAM Section 3.16.4,additionally when using horizontal directional drilling under roadway pavement maintain the depths in UAM Section 3.16.9.1. 9) Submit a bore log to FDOT within seven(7)days of the completion of each successful or failed bore path.The bore log shall include all of the following: a) Utility permit number.If the utility work was done during an FDOT construction project include the financial project identification(FPID)number. b) Name of person collecting data,including title,position and company name. c) A tie to a permanent structure or a station when within an FDOT construction project. d) The detection method used, bore diameter, utility diameter, drilling fluid composition, composition of any other materials used to fill the annular void between the bore and the utility diameter,or utilities placed out of service. e) A plan view of the bore path showing depths and offset dimensions to an accuracy of within one(1) inch of the physically exposed beginning and end points of the bore and other exposed points along the path and indicate if the bore failed. 3.16.9.1 Horizontal Directional Drilling (HDD) When performing an HDD operation,the UAO shall restrict the bored diameter to the maximum diameter allowed for the diameter of the utility being installed.The utility diameter is the casing diameter when casing is used.For utility diameters less than eight (8) inches, the maximum bored diameter is equal to the utility diameter plus four (4) inches. For utility diameters of eight(8) inches to twenty-four(24)inches,the maximum bored diameter is equal to one and one half(1.5) times the utility diameter.For utility diameters greater than twenty-four(24)inches,the maximum bored diameter is equal to the utility diameter plus one (1) foot. Where a utility has restrained joints the maximum bored diameter shall be the manufacturer's recommended diameter. Additionally,the UAO should maintain a clearance, from any existing vitrified clay sanitary pipe line or existing gas lines,of at least three and one half(3.5)times the bored diameter. When boring under roadway pavement,the UAO shall maintain a bore depth equal to ten(10)times the bored diameter or greater as measured from the top of pavement to the top of the bore.The UAO may reduce this depth by determining the water table anticipated at time of installation or a confining layer.The confining layer is a two(2)feet thick layer of earth Page 13 GP0. Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities that resists thirty(30)blows per foot of a Standard Penetration Test.If either of these is determined,the bore depth may be reduced to two(2)feet below the top of the confining layer to the top of the bore,or two (2)feet below the top of the water table to the top of the bore. Additionally, the UAO should maintain a clearance, from any existing vitrified clay sanitary pipe line or existing gas lines,of at least three and one half(3.5)times the bored diameter. The UAO shall also do all of the following: 1) Determine orientation and tracking of the drill bit. 2) Utilize relief holes as necessary to relieve excess pressure down hole. 3) Prevent heaving during pull back. 4) Keep the drill pipe in the bore hole until the final product is pulled into place. 5) When boring under roadway pavement,install the product into a bore hole within the same day that the pre-bore is completed. 3.16.9.2 Jack and Bore(J&B)or Micro-Tunneling When performing J&B or micro-tunneling operations,the UAO shall do all of the following: 1) Control steering in both the vertical and horizontal direction.When micro-tunneling the steering shall be controlled within a tolerance of plus or minus one(1)inch from proposed alignment in both the vertical and horizontal direction. 2) Provide entry and exit seals at shaft walls to prevent inflows of groundwater,soil,slurry and lubricants and cover unattended open conduits. 3) Include the amount of spoil removed in the bore report. 3.16.10 Out-of-Service and Deactivated Underground Utilities The UAO may place underground utilities out-of-service without removing them from the FDOT R/W.The UAO shall be responsible for and shall maintain ownership of these underground utilities commensurate with these utilities being in- service.However,the UAO shall not leave an out-of-service or deactivated underground utility in place that does any of the following: 1) Compromises the safety of any transportation facility user during construction or maintenance operations. 2) Prevents other utilities from being placed in the area when alternatives are unavailable. 3) Creates a maintenance condition that would be disruptive to the transportation facility. 4) Adds costs to FDOT improvements which are not paid for by the UAO. 5) Is in non-compliance with underground gas line deactivation. See 49 CFR, Part 192.727 and the rules of the Public Service Commission. 3.17 Restoration 3.17.1 Restoration of Pavement When restoring pavement,the UAO shall do all of the following: 1) Maintain temporary patches providing a smooth, all weather surface at all times until all other installation work is complete. 2) Notify the Local Maintenance Engineer at least two (2) business days prior to application of the permanent patches. 3) Install permanent patches as soon as all other installation work is completed. 4) Maintain the permanent patches for a period of two(2)years from the date of installation. To reduce the time traffic is taken off of an existing facility,FDOT may approve the use of flowable fill. 3.17.2 Replacement of Damaged Landscaped Vegetation The UAO shall replace any landscaped vegetation removed or irreparably damaged by the UAO. Landscaped vegetation includes all plants FDOT has placed on the right-of-way or specifically maintains as part of an overall landscape plan. All such areas shall be specifically noted on the permit application. 3.17.2.1 Landscaped Vegetation Replacement in Kind For landscaped vegetation replacement in kind,the UAO shall do all of the following: Page 14 GPO Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities 1) Provide a plan view showing the boundary where the landscaped vegetation is to be removed. 2) Provide a detail list of the plants to be removed including the scientific name,common name,and size of the plant. 3) Show in the permit application a plan view of the replanting locations. 4) Replant the vegetation in accordance with Florida#1 as described in the Grades and Standards for Nursery Plants of the same type and size as the removed plants in the replanting location. 5) Maintain the replanted vegetation for a period of one year to Florida#1 as described in the Grades and Standards for Nursery Plants. 3.17.3 Restoration of Turf Immediately after the utility work is completed,the UAO shall begin sodding,or seeding and mulching operations on the front or back slopes.The UAO shall begin sodding,or seeding and mulching on all other areas within one(1)week after the utility work is completed.The UAO shall restore the R/W to the condition existing prior to the utility work.The UAO shall maintain that portion of the R/W affected by the utility work until vegetation is established. 3.18 Vegetation Control 3.18.1 General Vegetation control includes any method intended to alter or regulate normal plant growth. The UAO may cut vegetation manually or mechanically on a routine or periodic basis provided the work does not exceed limits necessary for proper utility maintenance.To the greatest extent practical,the UAO shall use vegetation maintenance that does not detract from the natural beauty of the roadside or cause an abrupt change in roadside vegetation conditions.Where vegetation interferes with safe utility maintenance and operation,the UAO shall do all the following: 1) Trim trees in accordance with UAM Section 3.18.2. 2) Remove brush cuttings or debris discharged into routinely maintained area. 3) Stockpile debris outside the mowing limits and clear zone for later disposal. 4) Leave in place all undergrowth. The UAO may remove trees with a circumference of less than twelve (12) inches measured at four (4) feet above the ground while undertaking normal trimming,by cutting the trees flush to the ground and removing the created debris. This does not apply to landscaped vegetation as described in UAM Section 3.17.2. The UAO may also remove trees with a circumference of twelve(12)inches or larger measured at four(4)feet above the ground, with written permission of the appropriate District Maintenance Engineer. 3.18.2 Tree Trimming The UAO shall trim trees to ensure the safe installation,maintenance,and operation of the UAO's utilities.Where the UAO trims trees,the UAO shall comply with the ANSI A300 Standard Practices.The UAO shall not cause irreparable damage to a tree by trimming.Such trimming shall employ recognized and approved methods of modern vegetation control,with emphasis on tree health.The UAO may use mechanical tree trimming machines for routine maintenance. The UAO shall remove all waste and debris associated with the trimming from the R/W unless FDOT specifies otherwise in writing. 3.18.3 Mowing Where the UAO mows or cuts grass,the UAO shall mow or cut the grass(a)to a height of not less than five(5)inches and(b)in such a manner as to promote low growing ground cover species.The UAO shall equip and operate mowing equipment in a manner to preclude throwing debris that would create a safety hazard. 3.18.4 Chemical Control of Vegetation When using chemical vegetation control,the UAO shall comply with all of the following: 1) Obtain written authorization from the Local Maintenance Engineer before applying vegetation control chemicals. Give the Local Maintenance Engineer at least two(2)business days advance notice. To obtain written authorization,the UAO shall submit a written proposal for chemical control of vegetation which includes all of the following: 1) The extent of the intended work. 2) The type of herbicides or plant(tree) growth regulators to be used(and shall include labels and material safety data sheets for the intended use). 3) The intended timing and techniques of application. 4) Documentation that the UAO's herbicide applicator(whether a utility employee or contractor)is certified to apply herbicides. 5) Identify each plant type to be chemically controlled. Page 15 GP0 Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities The UAO shall apply chemical control of vegetation either a)in the first growing season after mowing,orb)before it has reached a height of six(6)feet.The UAO shall not apply chemical control on vegetation greater than six(6)feet in height if such application will either a)create an undesirable appearance, or b)cause undesired browning or color change. The UAO may request special consideration when manmade obstructions preclude or prevent reducing vegetation to the six (6)feet height. The Local Maintenance Engineer may authorize applications at a height greater than six(6)feet either in areas with rapid plant growth or in the control of invasive exotic vegetation. If FDOT grants such permission,the UAO shall remove, chip or mulch dead plant material following successful performance of the herbicides. The UAO shall not use any herbicide containing the active ingredient sulfonyl urea,or containing any chemical of the sulfonyl urea family, or labeled as restricted use.The UAO shall not apply any non-selective or residual herbicides to roadside turf grasses.The UAO shall not apply any chemical of any type or rate that causes permanent injury to desirable vegetation or could result in bare ground.To control invasive vegetation,the FDOT District Maintenance Engineer may suspend these restrictions. The UAO may use individual stem and solid stream treatments that result in spot or narrow band control.The UAO shall protect specific selected and preserved plants from damage by herbicides.The UAO shall comply with all environmental considerations and associated regulations when applying herbicides. The UAO shall maintain and provide upon request complete records detailing the dates, location, materials, rates, weather, and other data relevant to herbicide application, as required by federal and state law.FDOT may deny any UAO future permission to use chemicals for vegetation control because of misuse,unsatisfactory performance results,or failure to comply with these provisions. 3.19 Utilities On or Near FDOT Structures 3.19.1 General The UAO shall not install,operate or maintain any utility on or near an FDOT structure that does any of the following: 1) Creates a hazard to the public. 2) Affects the FDOT structure's integrity. 3) Unreasonably hinders inspection and maintenance operations of the FDOT structure. 4) Adversely affects the aesthetics of FDOT structures placed in aesthetically sensitive environments. 5) Damages any FDOT structure's reinforcement or stressing ducts or strands. 6) Attaches to FDOT bridge girders. 7) Resides inside an FDOT box girder. 8) Lowers the FDOT structure's vertical clearance. 9) Restricts the FDOT structure's ability to expand and contract. 3.19.2 Attaching to FDOT Structures The UAO shall be responsible for the design, safety,inspection, and maintenance of utilities and supporting hardware it attaches to FDOT structures. The UAO's engineer shall be responsible for performing the analysis for determining if the structure will support the utility in addition to other loads in a safe manner while not significantly reducing the FDOT structure's live load capacity. The UAO shall use materials and methods for utility conduit, pipe coatings and concrete repairs that are a)approved by FDOT's State Materials Office,and b)are in accordance with the FDOT District Structures Design Engineer's site specific requirements. When attaching utilities to FDOT bridges,the UAO shall comply with all of the following: 1) Utilities shall be placed under the cantilever portion of the deck overhang. 2) Utility cables or conductors shall be encased in conduit. 3) All electrical cables two (2) kilovolts and above shall be shielded cable with a concentric neutral, grounded at both ends of the bridge. 4) All pressure lines shall have shut-off systems so that pipe segments at bridges can be isolated. When FDOT determines that an FDOT bridge is in an extremely aggressive environment,the UAO shall incorporate the following in the design: 1) 316 stainless steel for all attachment hardware such as hangers and bolts,or equivalent material as determined by the State Corrosion Engineer. 2) Conduits fabricated from non-metallic materials or equivalent material as determined by the State Corrosion Engineer. The UAO shall make metallic pipes and conduits a)electrically insulated from the structure by redundant insulators, and b) supported by insulating pipe rollers constructed from dielectric material. If loads would permanently strain the roller material beyond the elastic limit,the UAO shall use elastomeric bearings or specifically designed sliding supports. The Page 16 Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities UAO shall isolate and insulate all utilities from the FDOT bridge to ensure that corrosion cells do not develop because of the attachment of the utility.The UAO shall use only welded or flange joint steel pipe conforming to API Standard 1104 for carrying hazardous material (flammable, toxic or corrosive). The UAO shall design all pipes carrying hazardous material for class-four locations in compliance with 49 CFR,Part 192 and 49 CFR,Part 195. 4 Utility Accommodation on FDOT Limited Access Right of Way When placing utilities on Limited Access Right of Way(LA R/W),the UAO shall comply with this section in addition to all other sections of the UAM. 4.1 Longitudinal Utilities The UAO may install,operate and maintain lines longitudinally within LA R/W that exclusively serve FDOT.The UAO shall not install any other longitudinal utility lines unless an alternative to this requirement is approved in accordance with UAM Section 6. 4.2 Vertical Clearance The UAO shall provide at least twenty-four(24)feet vertical clearance for utilities above any limited access roadway. 4.3 Crossings 4.3.1 New Crossings In expanding areas adjacent to LA R/W,the UAO shall design and install utilities to minimize the need for crossing LA R/W.The UAO shall not cross LA R/W when other options are available within reasonable distances. 4.3.2 Existing Utilities and Limited Access Construction When relocating or adjusting existing utilities in conjunction with construction of a LA R/W,the UAO shall a)provide for known and planned expansion of the utility,and b)plan future installations or new lines to not impede traffic. 4.3.3 Underground Crossings The UAO shall provide at least forty-eight(48)inches coverage measured from the pavement surface to the top of the underground utility. The UAO shall not open cut pavement. The UAO shall,where practical,perform all construction and maintenance outside the LA R/W fence line.The UAO shall place temporary fencing to enclose work areas within the LA R/W.The UAO shall not extend this fencing closer to the roadway than to the toe of the back slope. The UAO shall not place utilities at interchanges that cannot be serviced or patrolled in accordance with UAM Section 4.6. Alternatives to these requirement may be approved in accordance with UAM Section 6. 4.4 FDOT Railroad Corridors All rail corridors are to be treated as LA R/W for utility accommodation purposes.When placing utilities on non-operating railroad corridors,the UAO shall comply with the UAM and the applicable corridor management plan. When placing utilities on operating railroad corridors,the UAO shall also comply with all requirements in the standard railroad application package for the railroad(s)operating in the corridor. The UAO may obtain the standard railroad application package from the FDOT District Rail Coordinator or the FDOT District Corridor Rail Manager. The UAO shall adhere to minimum horizontal offset or highest vertical clearance dimensions found in the following: 1) UAM for all LA R/W 2) Rule Chapter14-57,F.A.C. for rail corridors. 3) FDOT South Florida Rail Policy for the South Florida Rail Corridors. 4.5 Utilities in R/W being Re-designated as LA R/W The UAO may leave existing permitted utilities within R/W being re-designated as LA R/W that do not unreasonably interfere with the safety, design, construction, operation, maintenance, or stability of the proposed LA R/W. The UAO shall service,maintain,and operate the utility without interfering with traffic on through lanes or ramps. 0 Page 17 GP, Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities 4.6 Access for Servicing or Patrolling Utilities Where practicable,the UAO shall access utilities only from nearby frontage roads,public roads,or trails leading outside of the LA R/W.For utilities placed along non-limited access overpasses or underpasses the UAO shall,where practicable, service these utilities from the non-limited access R/W and not impact traffic on the LA R/W. 4.7 Attachments to FDOT Bridges The UAO,shall not attach utilities to FDOT bridges.Alternatives to this requirement may be approved in accordance with UAM Section 6. 5 Project Coordination Project coordination is a cooperative effort between FDOT and the UAO. This section covers the responsibilities of both FDOT and the UAO prior to construction activities of projects. 5.1 FDOT Coordination FDOT shall make arrangements to ensure all of the following is done: 1) Advance planning of highway projects is coordinated with affected UAOs no later than the project being placed in the FDOT Five-Year Work Program. 2) Project drawings are provided to the UAO for markup in an agreeable format. 3) Conflicts with the UAO's utilities are identified to the UAO. This may be provided in a conflict matrix format when available. 4) Reasonable lead-time is provided for the UAO to relocate or adjust their utilities. 5) Reasonable lead-time is provided for the UAO to physically expose their utilities when the UAO elects to do this work. 5.2 UAO Coordination The UAO shall do all the following: 1) Provide project work schedules to resolve all conflicts between the FDOT project and the UAO's utilities. 2) Obtain permits for utility work in compliance with all applicable laws and the (JAM. 3) Identify to the designer utilities and utility service connections the UAO has determined to be in conflict that were not previously identified. 4) Provide existing and proposed utility locations and elevations on the project drawings or project CADD files with ties to the project's survey points, as can reasonably be obtained by a review of existing records, topographic surveys and detection devices without physically exposing the utility. The UAO shall use the following color code: Red: Existing utilities that are: (a)To be removed or relocated horizontally or (b)To be placed out-of-service(deactivated)but left in place. Green: Existing utilities to remain in place with no adjustment. Brown: Utilities that are: (a)Existing and are to be adjusted vertically,but are to remain in the same horizontal alignment,or (b)New utilities to be installed. 5) Complete the utility work schedule provided in UAM Section 8 for all needed utility work activities when requested by FDOT.The UAO shall include in the utility work schedule all of the following: a) In Section B,all special conditions and constraints needed to perform the UAO's work activities and/or other important information. b) In Section C,the type,size,material,status and offset to the centerline of construction,or other FDOT approved baseline,from station to station of the UAO's utilities. c) In Section C,all UAO work activities to facilitate the needed relocations or adjustments, indicating an activity number,the TCP phase,the number of consecutive calendar days needed to complete the utility work activity by showing the breakdown of days prior to FDOT project construction and during FDOT project construction. In addition to UAO's work activities within the project limits,other offsite utility work activities such as procurement of material or property shall be included when these activities affect the time needed to complete the UAO's work activity. Page 18 p OP' Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities d) In the Dependent Activities column in Section C,identify all activities that need to be completed,by the UAO or others,before the listed UAO's work activity can start. e) In Section A,show the sum of the calendar days prior to FDOT project construction and during FDOT project construction from the breakdown provided in Section C. 5.3 UAO Reimbursement When utility work is to be performed by the UAO for which FDOT bears the cost pursuant to Section 337.403, F.S.,the UAO shall complete the utility work estimate provided in UAM Section 8.The UAO shall provide the utility work estimate to FDOT prior to or at the time of submitting the utility work schedule. 6 Approval of Design Alternatives Where compliance with the UAM Sections 3.14, 3.16.9, 4.1, 4.2, 4.3.3, or 4.7 is not practicable or would create an unreasonable hardship,FDOT may approve an alternative.To request such approval,a signed request must be sent to the State Utilities Engineer, stating the reasons the alternative should be approved. The request shall be granted when the information supplied shows either: 1) Compliance with these requirements is not practicable or would create an unreasonable hardship for the UAO, and that the UAO's alternative would not unreasonably interfere with the safety,operation,maintenance,future improvement,or expansion of the transportation facility,or 2) The alternate provides a benefit to the safety, operation, maintenance, future improvement, expansion of the transportation facility,or other benefit to FDOT. The fact that the alternative is less costly will not necessarily be determinative of whether the alternative is approved. Design alternative approval request documents submitted by regular full-time employees of a UAO meeting the exemption contained in Section 471.003(2) F.S. shall not be required to be signed and sealed by a licensed Florida professional engineer. When the design alternative approval request document refers to the modification of FDOT infrastructure,FDOT may require the design alternative documents to be signed and sealed by a Professional Engineer. Page 19 GPO Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities O Page 20 GP Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities 7 References 7.1 Incorporated References The following references are incorporated into Rule Chapter 14-46.001 F.A.0 by reference and are requirements of this manual,but are limited to the scope of application specifically referenced on the UAM sections listed.Copyrighted material is available for public inspection as described below.All other reference material are posted at: http://www.dot.state.fl.us/programmanagement/utilities/ ANSI A300 Standard Practices.—UAM Section 3.18.2 American National Standards for Tree Care Operations—Tree, Shrub, and Other Woody Plant Management— Standard Practices (Pruning), Publication ANSI A300 (Part 1)—2008. Posting of this manual for public inspection would violate federal copyright law.A copy is available for public inspection during regular business hours at the Florida Department of Transportation,Program Management Office,605 Suwannee Street,Tallahassee. API Standard 1104-UAM Section 3.19.2 API STD 1104 (API 1104) - Welding of Pipelines and Related Facilities 20th edition, October 2005. Published by the American Petroleum Institute.Posting of this manual for public inspection would violate federal copyright law.A copy is available for public inspection during regular business hours at the Florida Department of Transportation, Program Management Office,605 Suwannee Street,Tallahassee. FDOT Design Standards-UAM Sections 1.3,2.3.2,2.4.2,3.7 2016 FDOT Design Standards for Construction and Maintenance Operations on the State Highway System Topic 625.010- 003. FDOT South Florida Rail Policy-UAM Section 4.4 SOUTH FLORIDA RAIL CORRIDOR CLEARANCE Policy No.000-725-003,Effective date 9/20/2007. Grades and Standards for Nursery Plants-UAM Section 3.17.2 Florida Department of Agriculture and Consumer Services,Division of Plant Industry,Florida Grades and Standards for Nursery Plants 2015. Standard Penetration Test-UAM Section 3.16.9.1 ASTM D1586 - 11 Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils, published by the American Society for Testing and Materials (ASTM), November 1, 2011. Posting of this manual for public inspection would violate federal copyright law. A copy is available for public inspection during regular business hours at the Florida Department of Transportation,Program Management Office,605 Suwannee Street,Tallahassee. 49 CFR,Part 192-UAM Sections 3.19.2, Code of Federal Regulation,Title 49:Transportation part 192,TRANSPORTATION OF NATURAL AND OTHER GAS BY PIPELINE:MINIMUM FEDERAL SAFETY STANDARDS,Revised October 1,2011. 49 CFR,Part 195-UAM Sections 3.19.2, Code of Federal Regulation,Title 49--Transportation,part 195,TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPELINE,Revised October 1,2011. 7.2 Informational References This manual contains references to Florida Statutes,Federal Codes,national codes and other documents.These are to assist the user with additional information pertinent to the topic being discussed in the body of this manual.These references are for informational purposes only.However,the UAO may be bound by the requirements in these references through other means. Chapter 120,F.S.-UAM Section 1.10 Florida Statute- 120,ADMINISTRATIVE PROCEDURE ACT. Chapter 373,F.S. Part IV-UAM Section 1.6.2 Florida Statute-373 MANAGEMENT AND STORAGE OF SURFACE WATERS Page 21 Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities Chapter 471,F.S.-UAM Section 2.4.3,6 Florida Statute-471 -Engineering. Chapter 556,F.S.-UAM Section 1.8 Florida Statute-556,UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY. FDOT Five-Year Work Program-UAM Sections 3.16.4,3.16.6,5.1 FDOT Five-Year Work Program,Pursuant to Section 339.135(5),Florida Statutes. NESC-UAM Section 3.14.5 National Electrical Safety Code. Rule Chapter 14-15.002,F.A.C. -UAM Section 3.16.3 Florida Administrative Code,Chapter 14-15.002,Manual of Uniform Minimum Standards for Design,Construction and Maintenance for Streets and Highways. Rule Chapter 14-26,F.A.C.-UAM Section 1.6.1 Florida Administrative Code,Chapter 14-26,SAFETY REGULATIONS AND PERMIT FEES FOR OVERWEIGHT AND OVERDIMENSIONAL VEHICLES. Rule Chapter 14-57,F.A.C.-UAM Section 4.4 Florida Administrative Code,Chapter 14-57,RAILROAD SAFETY AND CLEARANCE STANDARDS,AND PUBLIC RAILROAD-HIGHWAY GRADE CROSSINGS. Rule Chapter 14-86,F.A.C.-UAM Section 1.6.2 Florida Administrative Code,Chapter 14-86,DRAINAGE CONNECTIONS. Rule Chapter 62-25, F.A.C.-UAM Section 1.6.2 Florida Administrative Code,REGULATIONS OF STORMWATER DISCHARGE. Section 120.60,F.S.-UAM Section 2.6 Florida Statute- 120.60 Licensing. Section 333.01(3),F.S.-UAM Section 3.11 Florida Statute-333.01(3)"Airport hazard". Section 337.401,F.S.,Section 337.402,F.S.,Section 337.403,F.S.,Section 337.404,F.S.-UAM Sections 2.1,3.13, 5.3 Florida Statute-337.401 Use of right-of-way for utilities subject to regulation;permit;fees. Florida Statute-337.402 Damage to public road caused by utility. Florida Statute-337.403 Relocation of utility;expenses. Florida Statute-337.404 Removal or relocation of utility facilities;notice and order;court review. 49 CFR,Part 192-UAM Sections 3.16.7,3.16.10 3.16.12, Code of Federal Regulation,Title 49:Transportation part 192,TRANSPORTATION OF NATURAL AND OTHER GAS BY PIPELINE:MINIMUM FEDERAL SAFETY STANDARDS,Revised October 1,2011. 49 CFR,Part 195-UAM Sections 3.16.7, Code of Federal Regulation,Title 49--Transportation,part 195,TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPELINE,Revised October 1,2011. Page 22 G�,O Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities 8 Exhibits This section contains a blank utility permit,blank utility work schedule and blank utility work estimate.Hardcopies of the utility permit,utility work schedule,and utility work estimate can be obtained from the State Utilities Engineer at: State Utilities Engineer Florida Department of Transportation 605 Suwannee Street,Mail Station 75 Tallahassee,FL 32399-0450 Page 23 PQ G Rule 14-46.001 F.A.C. Dec 14,2016 2017 Utility Accommodation Manual Division:Utilities Page intentionally left blank. Page 24 GPp Rule 14-46.001 F.A.C. Florida Department of Transportation Dec 14,2016 Page_of_ UTILITY PERMIT PERMIT NO: STATE ROAD INFORMATION County: Section: State Road No: Beginning Mile Post: Ending Mile Post: APPLICANT INFORMATION The Utility Agency Owner(UAO)shall be identified in this Applicant Information Box.When the UAO is a City or County and desires to have the Utility Builder make a joint permit applicant,as prescribed in Section 2.1(4)of the 2017 Utility Accommodation Manual(UAM),the Utility Builder shall also be identified in this Applicant Information Box. A Utility Builder alone cannot apply for a utility permit without the City or County adding them as a joint applicant. Utility A2encv/Owner (UAO) Utility Builder(only applicable when the UAO is a City or County) Name: Name: _ Contact Person: Contact Person: _ Address: Address: City: City: State: State: Zip: Zip: Telephone: ( ) - ext. Telephone: ( ) - ext. Email: Email: WORK DESCRIPTION The Applicant(s)requests permission from the Florida Department of Transportation(FDOT)to construct,operate,and maintain the utilities as described below and as depicted in the incorporated documentation. Utility Work No: Additional sheets are attached and are incorporated into this permit Yes❑ No❑ For FDEP certification,the FDOT agency report is attached in accordance with UAM Section 2.4.1(13) Yes❑ No❑ TRAFFIC CONTROL(TCP) ❑The TCP will comply with the following 600.series index(es) ❑A TCP has been attached and incorporated into this permit application in compliance with UAM Section 2.4.2. MOT Technician's contact information(may be supplied at the two(2)business day notification to FDOT): Name: Telephone ( ) Email: COMMENCEMENT OF WORK The UAO and/or Utility Builder shall commence actual construction in good faith within sixty(60)calendar days after approval of the permit application.If the beginning date is more than sixty(60)calendar days from the date of approval,the UAO and/or Utility Builder must review the permit with the FDOT Approving Engineer listed to make sure no changes have occurred to the transportation facility that would affect the permit's continued approval.The UAO and/or Utility Builder shall make good faith efforts to expedite the work and complete the work within the calendar days indicated. Anticipated Start Date: / / Calendar days needed to completed: Rule 14-46.001 F.A.C. Florida Department of Transportation Dec 14,2016 Page_of_ UTILITY PERMIT PERMIT NO: APPLICANT SIGNATURE By the below signature(s)the UAO and/or Utility Builder agree(s)to construct,operate,and maintain the work as noted in the above Work Description, shown in plans and incorporated documents,in compliance with the UAM,all instructions noted in the FDOT Special Instructions Box,and special instructions incorporated into this permit.The UAO and/or Utility Builder declares,the location of all existing utilities that it owns or has an interest in,both aerial and underground,are accurately shown on the plans of the work areas. In accordance with UAM Section 2.8,the UAO and/or Utility Builder further declares that a letter of notification was delivered to the owners of other facilities within the work areas and that those listed below are the only facility owners known to be involved or potentially impacted by the proposed work. Date Notified: Name of other facility owners(attach additional sheets if necessary). / / / / / / / / / / Utility Agency/Owner Utility Builder(when applicable) Signature: Date: / / Signature: Date: / / Name(printed): Name(printed): Title: Title: FDOT PROJECT INFORMATION Pursuant to UAM Section 2.1(10), the utility work is within FDOT projects listed below and must have a Utility Work Schedule for each project approved prior to commencement of work within the FDOT project limits: FDOT SPECIAL INSTRUCTIONS In accordance with UAM Section 2.7,FDOT incorporates the below and attached special instructions into this permit. Additional FDOT Special Instructions are attached and incorporated into this permit. Yes❑ No❑ PERMIT APPROVAL By signature below,FDOT gives permission to the UAO and/or Utility Builder to construct,operate,and maintain the utilities indicated in this Utility Permit in compliance with the UAM,all incorporated documents,and special instructions.Any changes to the approved work must be approved by the FDOT's Approving Engineer and attached and incorporated into this permit in accordance with UAM Section 2.10. Approving Engineer: Date: / / Name: Title: Notification of Utility Work to be provided to: Telephone ( ) - or Email: An FDOT Representative is required to be present on the worksite prior to commencement of work.Yes❑ No❑ Rep.Name: Telephone ( ) - Email: GPO Rule 14-46.001 F.A.C. Florida Department of Transportation Dec 14,2016 Page_of_ UTILITY PERMIT PERMIT NO: CERTIFICATION I,the undersigned UAO and/or Utility Builder,hereby CERTIFY that the utilities were constructed and inspected in compliance with the UAM all incorporated documents,and special instructions.Pursuant to UAM Section 2.10,all changes have been approved by the FDOT's Approving Engineer and incorporated into this permit along with all other material certifications,test results,bore logs,approved plans changes,as-built plans or other required documentation. I also CERTIFY that work began on / / and was completed on / / and that the area was left in as good or better condition than when the work began. Utility Agency/Owner Utility Builder(when applicable) Signature: Date / / Signature: Date / / Name(printed): Name(printed): Title: Title: FINAL INSPECTION OF WORK ❑ The work was inspected and found to be in non-compliance as noted below: ❑ All issues of non-compliance listed above have been brought into compliance and/or FDOT has no outstanding issues that need to be addressed by the . UAO and/or Utility Builder.However,this final inspection does not release the UAO and/or Utility Builder of their continuing responsibilities pursuant to Rule 14-46.001,the UAM,all incorporated documents,and special instructions. FDOT Inspector: Date: ' / / Name: Title: Page intentionally left blank. G Rule 14-46.001 F.A.C. Florida Department of Transportation Dec 14,2016 Page_of_ UTILITY WORK SCHEDULE Pursuant to Section 337.403 F.S.,the UAO and FDOT agree to the UAO's need for relocation or adjustment to its utilities and FDOT's need for a schedule for the UAO to effect the relocation or adjustment.This utility work schedule is based on FDOT plans dated in the project information box below. Any deviation by FDOT or its contractor from these plans,may void this utility work schedule.Upon notification by FDOT of a change to these plans,the UAO may negotiate a new utility work schedule.The UAO agrees to notify FDOT and the contractor in writing prior to starting, stopping,resuming,and completing work in accordance with this utility work schedule.The UAO shall obtain a utility permit and comply with requirements of the 2017 Utility Accommodation Manual(UAM)for all work done under this utility work schedule.The UAO is not responsible for events beyond the control of the UAO that could not be reasonably anticipated by the UAO and which could not be avoided by the UAO with exercise of due diligence at the time of the occurrence. FDOT PROJECT INFORMATION Financial Project ID: Federal Project ID: State Road Number: County: FDOT Plans Dated: District Document No.: UTILITY AGENCY/OWNER(UAO) Utility Company: UAO Project Rep: Phone: E-mail: UAO Field Rep: Phone: E-mail: UTILITY SIGNATURE I have reviewed the FDOT plans referenced above and submit this utility work schedule in compliance with UAM Section 5 and agree to be bound by the terms of this utility work schedule. UAO Rep. Date / / Name Title ENGINEER OF RECORD SIGNATURE I attest this utility work schedule is compatible with the FDOT plans referenced above. FOR Date / / Name Title APPROVAL BY DISTRICT UTILITIES This utility work schedule is complete and acceptable to FDOT. FDOT Rep. Date / / Name Title SECTION A: SUMMARY OF UTILITY WORK The below days are the total numbers of days shown for all activities in Section C of this utility work schedule.The breakdown of how these days are to be incorporated into the FDOT project and the dependence of these days upon the completion of other activities by the UAO or others is shown in Section C. Days prior to FDOT project construction: Days during FDOT project construction: SECTION B: UAO SPECIAL CONDITIONS/CONSTRAINTS GPO Rule 14-46.001 F.A.C. Florida Department of Transportation Dec 14,2016 Page_of_ UTILITY WORK SCHEDULE Financial Project ID: Utility Company: FDOT Plans Dated: / / SECTION C: UAO's WORK ACTIVITIES Utility Facility From To Utility Work Consecutive Act. Dependent TCP Calendar Days No. (type,size,material, Station Station Activity Activity Phase status) /Offset /Offset Description Prior to During Const. Const. Rule 14-46.001 F.A.C. Florida Department of Transportation Dec 14,2016 Page_of_ UTILITY WORK ESTIMATE FDOT PROJECT INFORMATION Financial Project ID: Federal Project ID: State Road Number: County: FDOT Plans Dated: District Document No.: UTILITY AGENCY/OWNER(UAO) Utility Company: Job No.or Work Order No.: UAO Project Rep: Phone: E-mail: UAO Field Rep: Phone: E-mail: SECTION A: ITEMIZED COST ESTIMATE Item Item Cost($) Overhead(%) Item Cost+Overhead(S) Preliminary Engineering • Right of Way Acquisition Construction Engineering Construction Labor Materials and Supplies Transportation&Equipment Contract Construction Miscellaneous Expenses Total Cost Estimate=> SECTION B: DEDUCTIONS SECTION C: REIMBURSEMENT Item Item Value($) Total Cost Estimate from SECTION A=> Salvage Value Total Deductions from SECTION B=> Betterment Extended Service Life Total Reimbursement*=> *Update the estimated Total Reimbursement for changes in excess of 10% Total Deductions=> UTILITY SIGNATURE UAO Rep. Date / / Name Title c;g3 ERRATA Rule 14-46.001 F.A.C. and the 2017 Utility Accommodation Manual booklet Below are all the non-substantive corrections made to the Rule 14-46.001 FAC and 2017 Utility Accommodation Manual booklet after July 30,2018: 07/30/2017(First publication) 08/11/2017(Second publication) • Page order corrected. • List of Operations/Maintenance Offices replaced on back of front cover. • "ERRATA"added to the 2017 Utility Accommodation Manual's Table of Content as last exhibit. • Page number added to first page. • Page 22 typo corrected."FDOT Five-Year Work Program,Pursuant to Section 339.135(5),Florida Statutes." • Typos corrected on the Utility Work Schedule in UAM Section 8 as follows: • "I attest this utility work schedule is is compatible with the FDOT plans referenced above." • "This utility work schedule is sempete complete and acceptable to FDOT." • "The below days are the total numbers of days shown for all activates activities in Section C of this utility work schedule." • ERRATA page added as last page • District phone numbers updated on front of back cover. FDOT OFFICES fLT SANiA HOLMES ROSA O / _..._..t., JACKSON WALTON WASHINGTON NASSAU r-7.1 �GADSDEN , 4 — ,.... UN/ \ HAMILTONAliO*'. ' _ MADISON BAY 1 _ LEON 11 I DWALLIBERTY WAKULLA4 I SUWANEE I BA1�TAYLOR 'r _ __._.. i '''l `UNION.' y GULF � LAFA \ � CLAY ;a FRANKLIN Y" e ALACHuA �PSIfNAM i - ODUE ( l LEVY FLAGLE• MARION --� 1 YOLUSIA CITRUS O0 \ --y AMIN E ... • HERNANDO ORANGE I tli } PA .. 1 _._._� i 1 OSCEOLA ��illi li L 1 HILLSBOROUGH O i LIINDUW RIVER MANATEE HARDEE L OKEECHOBEE Sr.LUCIE HIGHLANDS DE SARASOTA > warm 4 CHARLO = GLADEB HENDRY PALM BEACH LEE L BROWARD COLLIER Central Office (850) 414-4100 or (866) 374-3368 District One (863) 519-2300 or (800) 292-3368 MONROE! MAMl.DAOE District Two (386) 758-3700 or (800) 749-2967 6 District Three (850) 330-1250 or (888) 638-0250 District Four (954) 486-1400 or(866) 336-8435 District Five (386) 943-5000 or (800) 780-7102 District Six (305) 470-5100 or (800) 435-2368c4 District Seven (813) 975-6000 or (800) 226-7220 `�" Turnpike (407) 532-3999 or (800) 749-7453 co Published by FDOT 08/11/2017 F DGMM Sewer& Drainage Reclaimed Water, Irrigation, and Slurry Lines Potable Water ommun:b" _ ion; 4.drier; 0 rgnQ _. r`�es, .ti• �ter • 4 • Gas, Oil, Petroleum, or Gaseous Materials Electric Power lines, Cables, Conduits, and Lighting Gables Temporary Survey Marks Proposed Excavation SECTION 5 SUPPLEMENTAL SPECIFICATIONS 0,0 SECTION 5.1 MEASUREMENT AND PAYMENT Pine Ridge Road & I-75 IQ Main Relocation DESCRIPTION A. This section describes the method used to determine quantities of Work performed or materials supplied for which a price is given in the Bid.It establishes the basis upon which payment will be made for Payment Items. B. Subject to the provisions in General Conditions, all Work and payment for the Work is represented by Payment Items and associated unit prices. PAYMENT A. Subject to all other contract requirements,the Contractor shall be paid for"as-built" quantities of Work for which a price is given in the bid. B. Quantities on the Bid Schedule are estimated and may be increased or decreased without limit and without changes to the unit prices. C. No separate payment will be made for one Payment Item as Work incidentally required to complete the Work of another. D. Payment for Work performed shall be made in accordance with the unit prices in the Bid. E. Contractor's payment applications approval is subject to all conditions of the Contract, Collier County requirements and of the receipt and approval (by the County, EOR, and/or CEI) of following from the Contactor: 1. Up-to-date monthly Project Schedule. 2. Up-to-date Two Week Look-a-Head schedules (every 2 weeks). 3. Preconstruction Audio and Video Recording. 4. Existing utility location reports (horizontal and vertical pot holing or soft digging of all existing utilities), including existing sewer laterals). 5. As-built red lines of completed work. 6. Compliance with staging/storage lot(s) conditions/restrictions per the Special Project Provisions. Section 5.1 I-75 & PINE RIDGE MEASUREMENT AND PAYMENT Ch IQ MAIN RELOCATION Page 1 of 8 MEASUREMENT FOR PAYMENT A. Methods of Measurement: 1. Measurements of lengths, widths, slope angles, and depths or elevations shall be made to determine "as-built"quantities of lengths, areas and volumes pertinent to Payment Items. a. Unless otherwise specified, all lengths shall be horizontal distances. b. Slope angles and elevations shall be measured using land surveying equipment. 2. Graphic representations of measured quantities shall be drafted to scale using the Drawings where convenient and appropriate. Additional drawings shall be drafted if required. a. Irregular shapes representing areas and volumes shall be measured using a compensating polar planimeter or a computer digitizer. b. Regular shapes shall be scaled. 3. Use of Drawings: Unless otherwise agreed upon between the Contractor and Owner, the Drawings shall be used as the basis to establish existing grades and other existing topographic features. PAYMENT ITEMS A. No separate payment will be made for the following Work, and its cost shall be included in the Bid Price of the Payment Item to which it is associated: 1. Trench excavation, sheeting, shoring and bracing. 2. Rock excavation, rock removal, or rock encountered. 3. Dewatering Permit, Dewatering, and associated water quality testing as stipulated in a South Florida Water Management District Permit, or other dewatering permit agency. 4. Best management practices and controls required to meet dewatering discharge water quality standards. 5. Erosion and sedimentation control and turbidity screening. 6. Excavation, fill, backfill, pipe bedding (including 57 stone), compaction, and grading, including furnishing and installing imported material as required. 7. Excavation of all material encountered, including rock, organic, inorganic, and unsuitable material and all material transportation and disposal. 8. Restoration of the Right-of-way (ROW), include the Collier County ROW and the FDOT ROW, project site, and all disturbed area restoration including sidewalk restoration, pavement restoration, fence replacement, grading, sod, mulch, plantings, trees, landscape, hardscaping, etc. Sod type shall be determined by the type of sod that constitutes 50% or more of the property or area to be restored. 9. Final and temporary restoration. 10. If required, removal and temporary replacement of driveways and roadways disturbed during construction to maintain stable condition until permanent restoration is completed. 11. Tree trimming(within the ROW and outside the ROW) and removal (within the ROW). 12. Removal, repair, and replacement of existing irrigation located within the ROW. Section 5.1 I-75 &PINE RIDGE MEASUREMENT AND PAYMENT GAG IQ MAIN RELOCATION Page 2 of 8 13. Maintaining irrigation systems operable during construction. 14. Cleanup and site dust control, including daily sweeping and watering and as needed to maintain a clean work area and daily collecting and disposal of all trash and debris within the project site. 15. Testing, including all materials, fees, certifications, and equipment. 16. Maintenance of utility service. 17. Appurtenant work. 18. Removal and replacement of fencing and other structures within the ROW. 19. Saw cutting. 20. Coordination with other contractors for work within the ROW and/or private property. Coordinating schedules and work activities with the FDOT project's contractor(s). 21. All transportation, storage, and labor. 22.Notifications to property owners of construction schedule and service interruptions. 23. Hiring of power company to relocate or support power poles as required. 24. Contractor Project Manager or Supervisor on-site during any construction activity. B. Measurement and Payment Items as listed in the Bid Schedule: SECTION 1: GENERAL 1 Mobilization/Demobilization A. Measurement for various items covered under Mobilization/Demobilization will not be made for payment, and all items shall be included in the contract lump sum price. B. Payment for mobilization and demobilization will be made at the Contract lump sum price and shall include all necessary meetings for the project, including but not limited to: meetings with property owners, home owners associations, and other interested parties, all meetings deemed necessary by Collier County, the attendance of the Contractor's field superintendent(s) at all progress meetings, and all other public meetings required to complete the project in accordance with the contract documents, preparatory work and operations in mobilizing for beginning work on the Project and demobilizing for ending work on the Project. Additionally, this item shall include locating and potholing all existing utilities (including existing sanitary sewer laterals at the ROW line, water meters and backflow devices) a minimum of two(2)weeks prior to beginning work and providing the required report and notification to the Engineer of Record and County of any discrepancies found; the establishment of safety equipment, first aid supplies, sanitary and other facilities, as required by these specifications, State and local laws and any other preconstruction expense necessary for the state of the Work, insurance and bonds,the cost of field engineering, including permits and fees,construction schedules(updated schedules are required monthly and 2-week look-a-heads every 2 weeks), shop drawings,temporary facilities, lay down staging/storage area/lots, construction aids, work associated with Contractor support during Owner/Engineer testing, reviews and inspection, re-inspection Section 5.1 I-75 &PINE RIDGE MEASUREMENT AND PAYMENT IQ MAIN RELOCATION Page 3 of 8 and any rework resulting from same, cleaning, and project records documents. This payment item cannot exceed more than 10%of the subtotal base bid(without allowances). 2 Maintenance of Vehicular and Pedestrian Traffic A. Measurement for various items covered under Maintenance of Vehicular and Pedestrian Traffic will not be made for payment, and all items shall be included in the contract lump sum price. B. Payment for Maintenance of Vehicular and Pedestrian Traffic will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for permitting, construction, and maintenance of any necessary detour facilities;the providing of necessary facilities for access to residences, business, etc., along the project; the furnishing, installing and maintaining of traffic control, barricades, railings, signs, temporary pavement markings, message boards (VMS), warning lights, and other safety devices during construction,the control of dust(daily and as further needed),providing the services of uniformed off-duty police officers, flag men, watchmen, and other special requirements for the safe and expeditious movements of traffic per County and FDOT standards. 3 Survey Layout& Record Drawings A. Measurement for various items covered under Survey Layout&Record Drawings will not be made for payment, and all items shall be included in the contract lump sum price. B. Payment for providing all survey and record drawings will be made at the contract lump sum price for the item, which price and payment shall be full compensation for project stake-out, completion of an as-built survey, contractor's hand-drawn redlines, and the delivery of five (5) sets of signed and sealed record drawings and an electronic copy submitted to the County upon Contract close-out per County standards. Electronic (CAD) files shall be provided to the Engineer of Record. Up-to-date Contractor redlines shall be provided with every pay request. Pay requests submitted without up-to-date Contractor redlines shall be rejected. As-Builts shall be certified by a Professional Land surveyor licensed in the State of Florida.Horizontal data shall be in Feet and projected on the Florida State Plane Coordinate System, East Zone, NAD83 (2011). Vertical data shall be in Feet referenced to the North American Vertical Datum of 1988 (NAVD88). 4 Pre-Construction Video Recording A. Measurement for various items covered under Pre-Construction Video Recording will not be made for payment, and all items shall be included in the contract lump sum price. B. Payment for providing pre-construction video recordings will be made at the full lump sum contract price for the item, which price and payment shall be full compensation for video recording of the project area to document pre-construction conditions, including, but not limited to, sod type, curb and sidewalk condition, landscaping, and other existing above ground facilities. Still photograph reports may be supplemented to provide additional details of the existing facilities. Pre-construction video recording shall be performed a maximum of 30 days prior to commencement of construction. This pay item includes performing preconstruction video(s) for all Contractor staging/storage lots. Section 5.1 Gp� I-75 & PINE RIDGE MEASUREMENT AND PAYMENT IQ MAIN RELOCATION Page 4 of 8 SECTION 2: IQ WATER SYSTEM 5 Furnish and Install 20" PVC DR18 IQ Water Main Pipeline Via Open-Cut A. Measurement to furnish and install IQ water main pipelines via open cut, except as otherwise specified, will be based on the laying length of the pipe in linear feet actually placed as measured along the centerline of the completed pipe, including length of fittings measured along the centerline measured to the nearest foot, between the limits shown on the Drawings and restraint of pipe as required by contract documents. B. Payment for furnishing and installing IQ water main pipelines via open cut will be made at the Contract unit price per linear foot for the pipe in place, which price and payment shall be full compensation for all work associated with the IQ water main pipeline installation. Payment shall also include furnishing and installation of all pipe fittings, sidewalk and driveway removal and replacement (not included in another pay item), landscape and hardscape replacement (not included in another pay item) asphalt removal and replacement, curb and gutter removal and replacement, restraints, detectable tape, pretesting, flushing/filling of main, joint restraints, temporary connections (including jumpers, temporary meters, and abandonment once clearance is obtained), temporary facilities for blow-offs, pressure testing, silt fencing, insulated conducting wire, removal and temporary replacement of driveways and roadways disturbed during construction to maintain usable condition until permanent restoration is completed; landscape and/or sodding not designated in bid as necessary, coordination with other contractors, stubs and valves for future connections to existing pipes, clean-up, all cost to clean, repair new or existing piping and appurtenances, and all equipment and all other work necessary to complete the installation as specified. Contractor to assume all existing pipe is unrestrained at connection points and restrain existing pipes per Collier County standards.No additional payment will be made for rock excavation or rock encountered. 6 Furnish and Install 24" HDPE DR7 IQ Water Main Pipeline Via Horizontal Directional Drill(STA 125+89 to STA 149+10),Wire Line Required. A. Measurement for various items covered under furnish and install 24"HDPE DR7 IQ water main pipelines via horizontal directional drill, will not be made for payment, and all items shall be included in the contract lump sum price. B. Payment to furnish and install 24" HDPE DR7 IQ water main pipelines via horizontal directional drill will be made at the Contract Lump Sum price, which price and payment shall be full compensation for all work associated with the 24"HDPE DR7 IQ water main pipeline installation.Payment shall also include furnishing and installation of the HDPE to PVC adapters, all pipe fittings associated with the directional drill and HDPE material, wire lining for tracking the drill head during drilling operations,wire lining reports, tracer wiring attached to the HDPE pipeline, sidewalk removal and replacement(not included in another pay item),landscape and hardscape replacement(not included in another pay item), asphalt removal and replacement, curb and gutter removal and replacement, detectable tape,pretesting,flushing/filling of main,joint fusion and data fusion logger reports for each joint,temporary connections(including jumpers,temporary meters,and abandonment once clearance is obtained), temporary facilities for blow-offs, pressure testing, silt fencing, insulated conducting wire, removal and temporary replacement of sidewalk and roadways disturbed during construction to maintain usable condition until permanent restoration is completed; landscape and/or sodding not designated in bid as necessary,coordination with Section 5.1 1-75 &PINE RIDGE MEASUREMENT AND PAYMENT 0,0 IQ MAIN RELOCATION Page 5 of 8 other contractors, clean-up, all cost to clean, repair new or existing piping and appurtenances, and all equipment and all other work necessary to complete the installation as specified.Proposed deviations from the drilling plan will need to be submitted in writing to the County/EOR and approval obtained prior to drilling.No additional payment will be made for rock excavation or rock encountered. 7 Furnish and Install 20" IQ Water Gate Valves A. Measurement to furnish and install 20" Gate Valves, except as otherwise specified, will be based on the number of actual gate valves installed and accepted. B. Payment for furnishing and installing 20" IQ gate valves will be made at the appropriate contract unit price per gate valve installed which price and payment shall be full compensation for all labor and materials associated with furnishing, installing and testing the valve,valve stem,mechanical restraints(not listed in a separate pay item),restraint of existing mains, valve nut with extension, tie rods, valve box, valve box adjustments or extensions, valve concrete pad, valve disk, valve cover, and required marker balls. This item also includes the installation of base material below the valve in accordance with Collier County standards. 8 Furnish and Install Leak Detection Assembly A. Measurement to furnish and install Leak Detection Assembly, except as otherwise specified, will be based on the number of actual leak detection assemblies installed and accepted. B. Payment for furnishing and installing leak detection device will be made at the appropriate Contract unit price for each leak detection device installed which price and payment shall be full compensation for all labor and materials associated with furnishing, installing and testing the tapping saddles, taps, ball valves and corps stops, poly tubing, meters boxes, and required marker balls. 9 Furnish and Install IQ Water Air Release Valve A. Measurement for IQ Water Air Release Valves,except as otherwise specified,will be based on the number of air release valves installed and accepted on the IQ water main. B. Payment for furnishing and installing IQ water air release valves will be made at the appropriate contract unit price per each air release valve installed and accepted which price and payment shall be full compensation to furnish and install the valve, complete with tapping saddle,ballcorp, curb stop, supports,vents,vault,footing,frame, cover,access lid, piping, fitting and bends, enclosures, deflections under/over existing or proposed utilities, swales, or stormwater improvements, and other appurtenances. Air release valves shall be placed at the ROW line unless otherwise directed by the County. The necessity of air release valves shall be field determined by the Contractor,EOR, and CEI. 10 Connect to Existing 20" IQ Main (West Side) A. Measurement for connections to existing 20" IQ mains, except as otherwise specified,will be based on the number of connections actually installed and accepted. B. Payment for connecting the newly constructed IQ water main to the existing IQ water mains will be made at the appropriate Contract unit price per each connection acceptably installed which price and payment shall be full compensation to furnish and install all Section 5.1 GF0 I-75 & PINE RIDGE MEASUREMENT AND PAYMENT IQ MAIN RELOCATION Page 6 of 8 fittings,connections,valves,blow-offs,miscellaneous piping not included under a separate bid item; restraining existing and proposed piping, removal and replacement of existing concrete restraints as necessary, concrete work, field measurements,protection of existing utilities and facilities, and all other work required for a complete installation. 11 Connect to Existing 20" Gate Valve (East Side) A. Measurement to connect to existing 20" Gate Valve, except as otherwise specified,will be based on the number of connections to gate valves actually completed and accepted. B. Payment for connecting the newly constructed IQ water main to the existing 20"gate valve will be made at the appropriate contract unit price per connection acceptably installed which price and payment shall be full compensation to furnish and install all fittings, connections, valves, blow-offs, miscellaneous piping not included under a separate bid item; restraining existing and proposed piping, removal and replacement of existing concrete restraints as necessary, concrete work, field measurements,protection of existing utilities and facilities, and all other work required for a complete installation. 12 Abandon and Grout Ex. 20" PVC IQ Main A. Measurement to abandon and grout existing 20" PVC IQ mains, except as otherwise specified, will be based on the actual length of 20" pipeline filled with grout to abandon the existing pipeline, measured to the nearest linear foot. B. Payment to abandon and grout the existing 20"IQ water main will be made at the Contract Unit price per linear foot of pipeline actually filled with grout which price and payment shall be full compensation to furnish all labor and materials necessary to abandon and grout the existing IQ water main, field measurements, protection of existing facilities, excavation, compaction, surface restoration, cleanup,disconnections, fittings, caps, plugs, grout point piping, grout material in accordance with the Collier County Technical Specifications and the Details in the Plans, and all other work required for a complete abandonment. The grout points shall be located in the field by the contractor. The grout points shall be located so that the grout and can be pumped to entirely fill the existing 20" IQ pipeline within the limits of the abandonment. This pay item includes the Contractor preparing and submitting a written work plan identifying the work and activities to abandon and grout the existing IQ water main, including grout point locations. The plan shall be submitted to the COUNTY and FOR for review and acceptance, prior to proceeding with the work. 13 Demo Ex. IQ Valve Lid, Collar, and Valve Box,Bury Ex. Valve A. Measurement to demo the existing IQ valve lid, collar, and box, except as otherwise specified, will be based on the number of existing valves actually demolished form the surface. B. Payment to demolish existing IQ valves, lids, collars and box will be made at the Contract Unit price per existing valve actually demolished from the surface and buried which price and payment shall be full compensation to furnish all labor and materials necessary to demolish the valve lid,concrete collar,valve box,abandon and buried the valve,protection of existing facilities, excavation, compaction, surface restoration, and cleanup. SECTION 3: ALLOWANCE Section 5.1 I-75 &PINE RIDGE MEASUREMENT AND PAYMENT c,PQ IQ MAIN RELOCATION Page 7 of 8 14 Allowance for Unforeseen Conditions—Owner Directed A. An allowance is established to cover unanticipated costs including, but not limited to, un-located utilities and unforeseen site conditions. (No additional payment shall be made for rock excavation, replacement of fill material or dewatering). Use of Allowance must be approved by the Collier County prior to the execution of the work. All work must be billed on a time and material price basis as agreed upon by the Contractor, County, CEI, and EOR. END OF SECTION Section 5.1 I-75 &PINE RIDGE MEASUREMENT AND PAYMENT IQ MAIN RELOCATION Page 8 of 8 GNO SECTION 5.2 SUBMITTAL REGISTER Pine Ridge Road & I-75 IQ Main Relocation DESCRIPTION A. The Contractor is responsible for providing, but not be limited to, the following essential project submittals for the project. B. The date needed for Construction will be based on Contractor's Project Schedule. C. Submittals must be approved prior to ordering and manufacturing. D. Additional submittals may be required at no additional cost. PROJECT SUBMITTALS Contractor Item# Section Description Date Needed for Submittal Engineer Review Assigned To Status Construction. Date /Approval Date 1-1 Contractor's Project Contacts and Project Organizational Chart Before Construction NTP Contractor 1-2 Severe Weather(Hurricane,Tropical Storm,etc.)Safety Plan Before Construction NTP Contractor 1-3 Pre-Construction Audio/Video Recording Before/At Construction NTP Contractor 1-4 Initial Project Schedule Before Construction NTP Contractor 1-5 Project Scheduled Updated with Each Pay Application With Each Pay Contractor _ Application 1-6 Two-week looka heads updated at all progress meetings At Each Progress c Contractor t.9 Meeting 1-7 Maintenance of Vehicle and Pedestrian Traffic Plan&Road Alerts Before Construction NTP Contractor 1-8 Material and Equipment Storage Areas with Lease Agreements Before Construction NTP Contractor 1-9 Contractor's Time and Material Rate Sheet(for Allowance Work) Before Construction NTP Contractor 1-10 Exhibit C-1:Public Payment Bond Before Construction NTP Contractor 1-11 Exhibit C-2:Public Performance Bond Before Construction NTP Contractor 2-1 IQ Water Connection Plans,Schedule,and Request to shutdown IQ Water System 72 Hours Prior to Contractor Scheduled Connection 2 Weeks Prior to 2-2 Grout Point Locations and Grouting&Abandonment Plan(IQ Water System) Contractor Scheduled Work Activity 0. 2-3 IQ Water Main Pipeline Pigging and Flushing Plan,Pigs and Swabs. 2 Weeks Prior to Contractor Scheduled Work Activity 2-4 ° Directional Drill Pipe Laydown Plan 2 Weeks Prior to Contractor Scheduled Work Activity 2-5 'o Contractor Existing System Restraint Plan 2 Weeks Prior to Z Scheduled Connection IN 2-6 Construction Commencement—Permit Notification Before Commencement Contractor 2-7 Deviations to the Schedule or Two-Week Looka heads Once deviation is identified Contractor 3-1 IQ Water Main:PVC DR18 Pipe,DIP Fittings,Mechanical Joint Restraints and Mega Lugs Before Utility Main Contractor Installation 3-2 Tt. IQ Water Main:HDPE DR7 Pipe,HDPE Adapters,Stiffeners,HDPE Fittings Before Utility Main Contractor Installation Before Utility Main 3-3 2 HDPE Joint Fusion Logs(All joints) ContractorInstallation 3-4 HOPE Joint Weld Test(All Tests) Before Utility Main ,n Installation 3-5 IQ Water:Air Release Valves and Enclosures Before Utility Main Contractor Installation Section 5.2 I-75 & PINE RIDGE SUBMITTAL REGISTER IQ MAIN RELOCATION Page 1 of 2 CP 3-6 IQ Water Main:Gate Valves,Valve Box,Valve Cover,Brass ID Tag Before Utility Main Contractor Installation 3-7 Stainless Steel Repair Straps Before Utility Main Contractor Installation 3-8 Subaqueous Utility Crossing Warning Signs Before Utility Main Contractor Installation 3-9 Locate Wire Before Utility Main Contractor Installation 3-10 Marker Balls Before Utility Main Contractor Installation 3-11 Detectable Tape Before Utility Main Contractor Installation 3-12 Tapping Saddle,Service Poly Tubing,Poly Tubing Fittings,Corporation and Curb Stops,Meter Box Before Water Main Contractor (For Leak Detection) Installation 4-1 Density Reports Under Paved Areas During Restoration Contractor o Prior to Restoring the 4-2 Asphalt Mix(if required) Contractor Pavement o 4-3 Concrete Mix Prior to Restoring the Pavement Contractor v 4-4 Grout Mix Prior to Abandoning IQ Contractor l Water Main Before Placing into Contractor 5-1 Hydrostatic Pressure Test Report(s)(Full and/or Partials) Service 5-2 Certified As-Built Survey by Florida PSM of all improvements Before Substantial Contractor Completion 5-3 Directional Drill Wire Line Logs Before Substantial Contractor Completion 5-4 Final Inspection&Closeout-Collier County ROW Permit Before Substantial Contractor Completion 5-5 Final Inspection&Closeout-SFWMD ROW Permit Before Substantial Contractor Completion 5-6 Final Inspection&Closeout-FDOT Utility Permit Before Substantial Contractor Completion Before Substantial 5-7 Construction Completion—Permit Notification Completion 15-8 o Substantial Completion Walk Through and Generate Punchlist Before Substantial All Parties � Completion 5-9 01 Completed Substantial Completion Punchlist Before Substantial Completion Contractor 'o 5-10 " Final Completion Walk Through and Generate Punchlist Before Final Completion All Parties 5-11 Completed Final Walkthrough Punchlist Before Final Completion Contractor 5-12 Exhibit D:Contractor's and Subcontractor's Release and Affidavit Form Before Final Completion Contractor 5-13 Exhibit E:Final Contract Pay Application Before Final Completion Contractor 5-14 Exhibit G:Certificate of Substantial Completion At Substantial Contractor Completion 5-15 Exhibit H:Certificate of Final Completion Before Final Completion Contractor 5-16 Exhibit I:Warranty Before Final Completion Contractor END OF SECTION Section 5.2 I-75 & PINE RIDGE SUBMITTAL REGISTER GPO IQ MAIN RELOCATION Page 2 of 2 SECTION 5.3 CONTRACTOR QUALIFICATIONS Pine Ridge Road & I-75 IQ Main Relocation DESCRIPTION Out of the reference projects submitted by the Contractor in Form 5, one shall clearly demonstrate experience in the last ten (10) years to meet the qualification(s) listed below. The qualification(s) will be verified by calling the reference. Reference project submitted shall include: A. Experience performing large diameter utility main construction (12" or larger) within a FDOT Right of Way,including installation of a single horizontal directional drill of at least 1,000 linear feet in length underneath a FDOT roadway. Provide at least one (1) reference project within the last ten(10)years. CLARIFICATION A. One of the five references provided in Form 5 by the Contractor and/or drilling subcontractor(s) qualifications must demonstrate experience with the qualifications listed above. B. Additionally,four(4)reference projects of similar magnitude completed in the last five(5) years must be provided per Form 5—Statement of Experience of Bidders. END OF SECTION Section 5.3 I-75 &PINE RIDGE CONTRACTOR QUALIFICATION Gp,O IQ MAIN RELOCATION Page 1of1 `._ SECTION 5.4 CONTRACT TIME Pine Ridge Road & I-75 IQ Main Relocation DESCRIPTION A. Days to Achieve Substantial Completion and Final Completion a. Substantial Completion: The work will be substantially complete within 700 calendardays from issuance of the Notice to Proceed, and a minimum of 30 days prior to the final completion date. b. Substantial Completion is met when the following items are competed: • The new IQ water main pipeline is in operation and the existing IQ water main pipeline is abandoned. • All site restoration is completed. • A Substantial Completion walk through is performed and punch list items are completed. • All permit final inspections are completed, and the permits are closed out. c. Final Completion: All work will be complete and ready for final payment within 730 calendar days from issuance of the Notice to Proceed. d. Final Completion is met when the following items are competed: • A Final Completion walk through is performed and punch list items are completed. B. Clarifications a. No Limited Notice to Proceed will be issued for this project. b. The Contract time, beginning from issuance of the Notice to Proceed, includes all portions of the work, including, but not limited to, submitting required submittals and shop drawings, material orders and deliveries, coordination, permitting, meetings, testing, construction, and restoration activities, and close out of the project. END OF SECTION I-75 & PINE RIDGE Section 5. GR3 IQ MAIN RELOCATION CONTRACT TIM Page 1 of 1 SECTION 5.5 JOINT FUSION AND JOINT WELD TESTING HIGH-DENSITY POLYETHYLENE (HDPE)PRESSURE PIPE Pine Ridge Road & I-75 IQ Main Relocation A. Joint Fusion: 1. Measure and log each joint fusion by an electronic monitoring device (data logger) affixed to fusion machine, and shall be capable of being retrieved electronically. Data to be logged shall include the following: a. Pipe size and dimensions. b. Machine model and size. c. Operator identification. d. Job identification number. e. Weld number. f. Fusion, heating, and drag pressure settings. g. Heater plate temperature. h. Time stamp showing when weld was performed. i. Heating and curing time of weld. j. Curing temperature readings and time stamps of readings. k. Error messages and warnings for out of range temperature or pressure settings. 2. In addition to logged items above,the following shall be logged or annotated on report: a. Location of joint being fused by pipeline station or by reference to pipe Shop Drawing. b. Ambient temperature and humidity. c. If internal bead was removed. B. Joint Weld Testing: 1. Test Procedure: ASTM D638. 2. Specimens: Cut pipe 12 inches on each side of field made joint. Rejoin ends and proceed with Work. 3. Test Frequency: a. First 1,000 Linear Feet: Two joints selected at random by inspector. b. Each Additional 1,000 Linear Feet: One joint selected at random by inspector. c. Each Test Failure: Two additional joints selected at random by inspector. END OF SECTION Gp,O Section 5.5 I-75 & PINE RIDGE HDPE JOINT FUSION AND JOINT WELD TESTING IQ MAIN RELOCATION Page 1 of 1 SECTION 6 SPECIAL PROJECT PROVISIONS SECTION 6.1 SPECIAL PROJECT PROVISIONS Pine Ridge Road & I-75 IQ Main Relocation 1. All work within the FDOT right of way shall comply with the latest edition of the FDOT Standard Plans and Specifications. 2. Storage of material within the right-of-way is not allowed, unless approved by Collier County. If allowed,no material shall be stored within the roadway clear zone. Storage within the FDOT limited access right-of-way is not allowed, unless approved in writing by FDOT. 3. The Contractor shall be responsible for obtaining equipment and material staging/storage lots/areas and all necessary permits, ROW, and temporary construction access. For storage areas,the Contractor shall: a. Provide a copy of all Agreement to the County and Engineer of Record. b. Obtain a ROW permit for the storage area. c. Obtain a Temporary Use Permit for the storage area. Additional conditions/restrictions of staging/storage lot(s): d. No storage of excavated material (pipe, structure, concrete, asphalt) in/on staging/storage lot(s). e. No demolition activities including but not limited to processing, sorting, consolidating of pipe, structure, concrete, or asphalt material in/on staging/ storage lot(s). f. Storage/ staging lot(s) shall meet the following minimum requirements: i. Twenty-four(24)feet wide temporary asphalt driveway from the EOP to at least fifty (50) feet into the property. Asphalt driveway shall be 1" of SP 9. 5 with Optional Base Group 1 (4" of limerock). The contractor shall maintain the temporary surface throughout the duration of the project. ii. Six (6) feet tall chain link fence installed around the entire staging area with five (5) feet setback from side and rear property lines (no setback required at ROW line)and continuous 72" tall privacy/wind barrier/screen (green or black) on all sides, including front and gate. The contractor shall maintain the fence and privacy screen throughout the duration of the project. iii. Lockable access gate. iv. Accessing/utilizing the storage/staging lot(s) only between 7 am and 7 pm Monday - Saturday), except for emergency work. v. No after hour access. All materials for Owner approved work between 7 pm and 7 am shall be delivered to the work site between 7 am and 7 pm, except for emergency work. vi. Maintained daily including, but not limited to: mowing and weeding, litter removal, fence and screen repair as needed, and daily sweeping and dust control. 4. Two (2)weeks prior to beginning construction,the Contractor shall locate by pot holing or soft digging all utilities within the limits of the project(including sanitary sewer laterals at the ROW line, if they exist) and provide the County, EOR, and CEI a report (before construction) of the findings at each location that includes the station and offset, location, utility type, depth from Section 6.1 I-75 & PINE RIDGE SPECIAL PROJECT PROVISIONS IQ MAIN RELOCATION Page 1 of 5 grade, size,material, date,time, and a minimum of two (2)pictures (an overall site picture and a picture of the utility found). The Contractor shall mark the found utility with a wooden lath and ribbon, with the utility type found, size, and depth written on the lath. This shall be reviewed with the County and Engineer to allow adjustment of mains as required to minimize conflicts. If the Contractor fails to complete this requirement, Contractor payment applications will not be approved. 5. Notification of road closures must be provided in writing to the Collier County Sherriff's Office and the North Collier Fire Rescue District at least 72 hours in advance of the road closures. Road Closure notification forms shall be submitted to the Collier County Growth Management Department each week. Contractor must provide a road closure plan and schedule for review by the County, EOR, and CEI 7 days prior to all proposed road closures. 6. The Contractor shall coordinate with the following agencies, above and beyond the Collier County Road Alert, throughout the duration of construction: USPS, Collier County Sherriff"s Office, Fire Department and EMS, Waste Management (garbage and recycling), Collier County Public Schools (school bus routes), Collier County Area Transit, Collier County Traffic Operations, Collier County Transportation Management, and the Florida Department of Transportation (FDOT). 7. The Contractor shall notify Collier County Utilities Department at least ten(10)calendar days in advance of all planned service interruptions and receive County Project Manager's approval before proceeding with planned interruptions. 8. Contractor shall assume all existing mains are unrestrained at the connection points and will restrain the mains in accordance with the Collier County Water-Sewer District, Utilities Standards Manual. 9. Work shall be limited to 7:00 AM to 7:00 PM Monday through Saturday. Saturday work requires approval by the Collier County Project Manager,the Contractor must request Saturday work by 12:00 PM on the Thursday before Saturday work is proposed. No work shall be permitted on Sundays and County Holidays without prior approval. 10. Contractor's site superintendent(s) must attend all meetings relating to the project, including, but not limited to progress meetings, FDOT coordination meetings, FDOT Construction progress meetings, neighborhood information meetings, on-site meetings, and any other meeting deemed necessary by Collier County. 11. All Collier County Water-Sewer District, Utilities Standards (design criteria, specifications, and details) are applicable to this project and are made part of the Contract Documents by reference to current County Utilities Standards, located at the following web address: https://www.colliercountyfl.gov/home/showpublisheddocument/83280/63677786916177000 0. In the event of a conflict between any applicable standard and these specifications and drawings,the more stringent requirement shall apply. Section 6.1 ��n I-75 & PINE RIDGE SPECIAL PROJECT PROVISIONS IQ MAIN RELOCATION Page 2 of 5 12. Contractor shall be responsible for all costs associated with installing and testing of all compact fill materials to avoid future settlement. Within paved areas, at a minimum, backfill and compaction shall be per detail FDOT Index 125-001 and Specifications Section 125. Perform compaction density tests at all such backfill areas with spacing not to exceed 100 feet apart and on each compacted layer for paved areas. For unpaved areas, compaction shall be per FDOT index 125-001 and testing shall take place a minimum of every 500 feet, or a minimum of one test per every section of pipe laid. Compaction testing density shall be per ASTM D 1557. 13. Contractor shall be responsible for all inspection and testing unless otherwise specified. For tests to be made by the Contractor,the testing personnel shall make the necessary inspections, furnish all material and equipment to properly perform the testing, and furnish all results to Collier County for acceptance of all equipment and installation as required. 14. Contractor shall be responsible for the cost of all testing as required. 15. New IQ water main and service piping shall be constructed, pressure tested and flushed (full bore). 16. Contractor to pre-test all pressure piping and meet AWWA C600-17 (or current edition) allowable loss standards for a minimum of one hour before commencing the pressure test. 17. Clearing and grubbing shall be limited to work areas only. Contractor shall be responsible for restoring all areas disturbed by his work. All disturbed areas shall be restored to pre- construction conditions. Contractor shall be required to water vegetation replaced until established/rooted. 18. Trees and shrubs within the work area shall be removed as directed by Collier County and/or the property owner. No additional payment shall be made for restoration per the ROW standards. 19. All fences damaged/removed outside the limits of the ROW shall be restored to their original conditions. 20. In accordance with the Collier County requirements, a pre-construction video shall be taken with copies provided to the County and Engineer. Contractor shall supplement these videos with still photographs as necessary to reflect existing conditions. This shall include but not be limited to sod type, sidewalk and curb conditions, culverts and MES, and landscaping. The Contractor may be required to restore private properties to conditions better than existing, at no additional cost to the County, if the Contractor fails to sufficiently document existing conditions. 21. Contractor shall be responsible for all construction layout and preparation of Record Drawings in accordance with County requirements. This shall include but not be limited to IQ water main, fittings, valves, wire line bore logs, and approved changes. Section 6.1 I-75 & PINE RIDGE SPECIAL PROJECT PROVISIONS 01)9 IQ MAIN RELOCATION Page 3 of 5 '~ 22. Contractor shall contact all utility suppliers, including but not limited to Collier County, Comcast, Summit Broadband, Inc., Florida Power & Light, Teco Peoples Gas, and CenturyLink for locating of their facilities. Contractor shall coordinate with these utilities for protection and adjustment of their facilities as needed. All costs shall be included in individual bid items. 23. Contractor shall be responsible for all Maintenance of Traffic for the Utility Relocation project. Maintenance of Traffic shall be in accordance with the FDOT Standard Index 102-600 series and the Manual of Uniform Traffic Control Devices (MUTCD, Part VI) current edition. Existing traffic conditions may warrant night work. If night work is required, the Contractor will be responsible for proper MOT at no additional cost. Contractor shall coordinate the MOT operations and schedules with the FDOT contractor to avoid MOT conflicts. 24. If pavement striping replacement is warranted,Contractor shall replace striping to meet current Collier County and FDOT specifications/standards; all striping shall be thermoplastic. 25. The Contractor shall be responsible for maintaining all work areas in the IQ Main Relocation project limits, in a safe and clean manner as identified in the County Utilities Standards Manual. This shall include but not be limited to daily watering and intermediate watering as needed of bare soil roadways and sweeping of roadway and sidewalk surfaces. 26. Pedestrian access and transit shall be provided at all times during construction and restoration (permanent or temporary) of the sidewalk along Pine Ridge Road. Temporary sidewalk restoration shall be firm, stable, and slip resistant(compacted limerock or asphalt). 27. All excavation shall be unclassified with no additional payment to be made for rock,unsuitable material,dewatering. The Contractor shall be responsible for making his own site observations and exploration to determine site conditions prior to bidding. 28. The Contractor shall prepare and provide for review by the Owner and Engineer an MOT Plan, Tropical Storms and Hurricanes Plan, and Safety Program/Risk Management Program prior to construction commencement. 29. The Contractor is responsible for restoration of areas damaged outside of the work area if the damage is a result of the construction for the IQ Main Relocation project including, but not limited to, detours and construction traffic non-contiguous to the project area, offsite construction storage areas, receiving water bodies, etc. 30. The Contractor shall conform to the requirements in Collier County Ordinance 2019-17: An Ordinance providing for establishment of a water pollution control and prevention ordinance, providing for repeal of Ordinance No. 87-79, as amended, and resolution No. 88-311: providing for inclusion in the Code of Laws and Ordinances; providing for conflict and severability; and providing for an effective date. This includes within the project area and outside of the project area, i.e. storage/staging lot(s). • Section 6.1 Gp0 I-75 & PINE RIDGE SPECIAL PROJECT PROVISIONS IQ MAIN RELOCATION Page 4 of 5 31. It is recommended that the Contractor review and follow the recommendations for field measuring turbidity in the following FDEP SOP FT1600: https://www.youtube.com/watch?v=k6x22y9uoAY&feature=youtu.be 32. The Contractor shall coordinate with all other Contractors within the project limits for work within the ROW and/or private property and shall make accommodations to not inhibit work by other Contractors. END OF SECTION Section 6.1 I-75 & PINE RIDGE SPECIAL PROJECT PROVISIONS ODIQ MAIN RELOCATION Page 5 of 5 SECTION 6.2 SOIL SURVEY INFORMATION TAKEN FROM THE FDOT PROJECT DESIGN FILES (CONTRACTOR TO USE AT THEIR DISCRETION) Pine Ridge Road & I-75 IQ Main Relocation DESCRIPTION A. The following Plan Sheets were taken from the Phase IV FDOT Roadway Design Plans dated July 2024; Financial Project ID 445296-1-52-01; I-75 at Pine Ridge Road(CR 896). B. FDOT provided Collier County with these design files on 7/23/2024. C. All bidders are encouraged to request the entire set of FDOT design plans from FDOT and review them prior to bidding. D. Contractor to use this soil survey information at their discretion. Section 6.2 I-75 & PINE RIDGE SOIL SURVEY INFORMATION ON0 IQ MAIN RELOCATION Page 1 of 15 LEGEND PBS 2.\ BA11J ,. NOTE:THE ROPING LOCATIONS AND ELEVATION WERE PROVIDED I. GRAY IO BROWN SAND TOEL SAND WITH SILT.. PBS 139E _ >`�3I BY THE PROJECT SURVEYOR UNLESS DENOTED WITH AN OCCASIONALLY WITH SHELL AND POCK(A-3) PB 113E A �� ASTERISK'•'ROPING LOCATI0N5 AND ELEVATIONS DENOTED 2 BgOWN SILTY SAND OCCASIONALLY WITH .�Iy... — A WITH AN ASTERISK•••WERE ESTIMATED USING GPS _ L- -- COOFOINATES OBTAINED BY TIEflRA.INC.IN THE F1EL0 SHELL fA 141 ` AB 126E Jy� AND PROJECT DESIGN FILES AND SHOULD BE CONSIDERED �'--�.—Y���---_I--_ _� 'SN.12lL APPROXIMATE 33. WEATHEREDLIMESTONE/CAPROCK �. J ..� BROWN TO DARK BROWN ORGANIC SILTY SAND AB 130R� AB 122R AB 125R N B 12BR TO MUCK(A-8) 5. MN:BROWN TO BROWN SILT TO CLAYEY TF-, 0 502 0 SAND(A�a/M1 6) ` 2 _ -- = PBA-111 PBS.129 _\ 6. CCASIO TLLY rW1T RI Feel ONTELL(5171 SAND. PBAI27R • J A-3 AASHTO GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW AND LABORATORY TESTING O SUAL REVIE SAMPLES FOR CONFIRMATION OF BORING LOCATION PLAN N NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE HER II ENCHTS OF PENETRATION (UNLESS OTHERWISE NOTED). 50/4 NUMBER OF BLOWS FOR a INCHES OF PENETRATION -200 PERCENT PASSING 4,200 SIEVE : NMC NATURAL MOISTURE CONTENT(961 LL LIQUID LIMIT(El BOR# AB920R BOR# PBA-I21R BOA# SN-111R BOB# AB-I22R BOA# PBA-122L PI PLASTICITY INDEX(%1 STA. 120+13 STA. 12140,1 STA. 122+21 STA. 122+18 STA 122+22 NAVE 88 NORTH AMERICAN VERTICAL DATUM OF 1988 REF. t SURVEY REF. t SURVEY REF. i SURVEY REF. €SURVEY REF. t SURVEY OFF. 65'RT. OFF. PO RT. OFF. 70'R _T. OFF. 63'RT. OFF. BO'LT. PPROXIMATE SPT BORING LOCATION ELEV. 10.4 ELEV. 7.0 ELEV. 8.6 ELEV. 10.7 ELEV. 6.3 A DATE 10/23/2023 DATE 10123/2023 DATE 1 DATE 7/29/2020 DATE 11/22/2023 DRILLER C.VIRGIN 4 APPROXIMATE AUGER BORING LOCATION HAMMER AUTOMATIC RIG 0-25 II+ ESTIMATED SEASONAL HIGH GROUNDWATER TABLE ¢ IS_ _ IS 5 ABOVE THE EXISTING GRADE _ II ESTIMATED SEASONAL HIGH GROUNDWATER TABLE 10 — 10 2 GROUNMALLER LEVEL ENCOUNTERED DURING _ FIELD EXPLORATIONS a IIIII II — GNA GROUNDWATER NOT APPARENT DUE TO N >< II+T. 111 — THE INTRODUCTON OF DRILLING FLUID. t I HA _ 6 HA II GNE GROUNDWATER NOT ENCOUNTERED ° 5 _ BORING TERMINATED AT 5 — ELEVATION 5.4 FT(NAVE 88) CAVE-IN HA BORING TERMINATED AT 1 - +MO LOSS OF CIRCULATION OF DRILLING FLUID(%) ta BORING TERMINATED AT ELEVATION A.2 FT(NAVE BR) 2 — REFUSAL HAND AUGER BORING TERMINATED DUE TO 0 ELEVATION 9.0 FT(NAND BB1 5 0 REFUSAL CONDITIONS ON ROCK MATERIAL BORING TERMINATED AT Ai - ELEVATION 1.3 FT(NAVE 88) _ CAVE-IN BORING TERMINATED DUE TO BOREHOLE COLLAPSE — FROM GROUNDWATER INTRUSION 5 _ _ -5 i q SURVEY BASELINE SURVEY CR B96 qR!y RAMP A BASELINE SURVEY RAMP A - = q RAMP B BASELINE SURVEY RAMP B tEE C BASELINE SURVEY RAMP C 9. -10 _'10 W SAFETY HAMMER AUTOMATIC HAMMER ,, 2 _ _ GRAN TINE MATERIALS- SPT NS/FT.) SPT N-VALUE _ O R=4'1 DENSITY (BLOWSJFT.I (BLOWS/FT.I 5— —-15 13 = VERY LOOSE LESS THAN 4 LESS THAN 3 '-.n LOOSE 4 to 10 3 to 8 MEDIUM DENSE 10 to 30 8 to II5. DENSE 30 to 50 24 to 40 40— —-10 VERY DENSE GREATER THAN 50 GREATER THAN 40 _ 2 SILTS AND CUPS SPT N-VALUE OPT N-VALUE 1. ` — — CONSISTENCY (BLOWS/FT.) !BLOWS/FT.I CI -25_ —.25 9 — 7 VERY SOFT LESS THAN 2 LESS THAN 1 3 — : SOFT 2 t0 9 1 to 3 — FIRM 4 to B 3 to 6 .30— —,30 STIFF B t0 IS 6 10 12 VERY STIFF IS to 30 II to 24 — B _ HAND GREATER THAN 30 GREATER THAN 14 — BORING TN-30.4 AT o -35 ELEVATION-30.4 FT!NAND BB) —-35 REVISIONSTHOMAS E.MUSGRAVE.JR.,P.E. STATE OF FLORIDA SHEET DATE DESCRIPTION LAT€ DESCRIPTION P.E.LICENSE NUMBER 81669 DEPART.VE.VT OP TRA-VSPORTATIOA' NO. TIERRA,INC. ROAD NO. COUNTY FINANCIAL PROTECT ID POND SOIL SURVEY ID 7351 TEMPLE TERRACE HIGHWAY 73 II TAMPA,FLORIDA 33637 SR 93 COLLIER 445296-1-52-02 anon. 3/2>/2014 10.41.18 AM Dete.N I sESIASE1e 3Iles\6511-18.2011-I5 POE DI Lo(Iner\-003 Pne RADe\1,1,<r0stetIUn\Ge0ree/v85RR0OI9pn GNQ LEGEND PBS-I2§L' BA-11)L i. GRAY TO BROWN SAND TO SAND WITH SILT NOTE'THE ROPING LOCATIONS AND ELEVATION WERE PROVIDED OCCA510NAlLY WITH SHELL AND HOCK PBA 122E PBS 121E /•�J1 BY THE PflOJECi SURVEYOfl UNLESS DENOTED WITH AN (A-31 _' --:A------,,,,-- . ' �� y WITH AN S BORING LOCATIONS AND D USING NS DENOTED 2 BROWN SILTY SAND OCCASIONALLY WITH -NL— _ WITH AN ASTERISK'•-WERE ESTIMATED USING GPS COORDINATES OBTAINED BY TERRA,INC 1N THE FIELD SHELL(A 241 _ ____AB126, AND PROJECT DESIGN FILES AND SHOULD BE CONSIDERED D SN.1 1L APPROXIMATE. 3.4 WEATHERED LIMESTONE/CAPOOCK "�[$T` BROWN TO DARK BROWN ORGANIC SILTY SAND AB-120F AB-111R n---- AB-125R AB12Bp TO MUCK(A 8) S 12>F 5. LIGHT BROWN TO BROWN SILT TO CLAYEY 0 50 100 SAND(a-0/a-1.6) ® 6. BROWN SAND WITH SILT TO SIITY SAND, PBA-1 1 SN-111R ,II. _ Pe OCCASIONALLY WITH SHELL(A-1-O/ PBA.12)R -J A-3 AASHTO GROUP SYMBOL AS DETERMINED Y VISUAL REVIEW AND LABORATORY TESTING ON SELECTED SAMPLES FOR CONFIRMATION OF VISUAL REVIEW BORING LOCATION PLAN NNUMBERSVAUEOEHS LEFN BORINGS NICAT E (UNLESS OTHERWISE NOTED). 50/4 NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION -100 PERCENT PASSING 4200 SIEVE W NMC NATURAL MOISTURE CONTENT(%1 LL LIOUTD LIMIT(%) P1 PLASTICITY INDEX(%) NAVD 88 NORTH AMERICAN VERTICAL DATUM O£1988 ,,,III,,- APPROXIMATE SPT BORING LOCATION tia +}} APPROXIMATE AUGER BORING LOCATION 0 0* IS AIBOVEO ME ESXOSTINGI AAGDEOUNOWATER TABLE g O ESTIMATED SEASONAL HIGH GROUNDWATER TABLE GROUNDWATER LEVEL ENCOUNTERED DURING B FIELD EXPLORATIONS GNA GROUNDWATER NOT APPARENT DUE TO U THE INTRODUCTION OF DRILLING FLUID. BOR Y PB5.124R BOB 8 PBS-124L BOR A AB.115R BOO N AB-126L BOA 4 PBA-127L GNE GROUNDWATER NOT ENCOUNTERED ° STA. 124+22 STA. 124+27 STA 125+05 STA. 116+03 STA 116+97 ET. [SURVEY REF. [SURVEY REF. 9 SURVEY REF. [SURVEY REF. [SURVEY �0 LOSS OF CIRCULATION OF DRILLING FLUID(%I OFF. 79.RT. OFF. 104'LT. M. 7K PT. OFF. 75'LT. OFF. 11)'LT. REFUSAL HAND AUGER BORING TERMINATED DUE TO ELEV. 65 ELEV 61 ELEV. 79 ELEV. 9.7 ELEV. 98 REFUSAL CONDITIONS ON ROCK MATERIAL DATE 11/27/1023 DATE 11/18/1013 DATE 7/19/1010 DATE 7/19/1010 DATE 7/19/1020 DRILLER C.VIRGFN HAMMERILLER AUTOMATICC.VIRGEN CAVE-IN BODING TERMINATED DUE TO BOREHOLE COLLAPSE HAMMER AUTOMATIC VANS INTRUSION G 0-25 RIG 13-25 naRRsvE.Yi BASELINE SURVEY CR 896I SELlNE SURVEY RAMP A ]0 — 10 RAMP C BASELINE SURVEY DAMP C II 4 1 1 N II SAFETY HAMMER AUTOMATIC HAMMER W 5 L_ HA NA 1 1 Zt —' S m GRANOIVE MATER)ALS- SPT N-VALUE SPT N- ro — — RELATIVE DENSITY VALUE Nq 1 BORING TERMINATED AT — (BLOWS/FT.1 (BLOWS/FT.1 — HA BORING TERMINATED AT BORING TERMINATED AT ELEVATION 4.8 FT MAID 88) — VERY LOOSE LESS THAN 4 LESS THAN 3 0 = HA 4— ELEVATION 3.ONfT(NANO B8) ELEVATION 3.)FT(NAVD 88I = 0 W LOOSE 4 to 10 3 to 8 10 MEDIUM DENSE 10 to 30 8 to 20 DENSE 30 tO 50 24 to 40kJ Z — 9 10 — I VERY DENSE GREATER THAN 50 GREATER THAN 40 B '5 2— — -5 0 SILTS AND CLAYS SPT N-VALUE SPT N-VALUE 3 CONSISTENCY IBLOWS/FT.) (BLOWS/FT.) — B 5 — VERY SOFT LESS THAN 2 LESS THAN I -10— —-ID W SOFT 2 to 4 1 to 3 W FIRM 4 t0 8 3 to 6 — STIFF B to 15 6 to 12 42 16— — VEERY STIFF 15 t0 30 12 to 24 -ISBORING TERMINATED AT — 15 HARD GREATER THAN 30 GREATER THAN 24 ELEVATIONEAT TERMINATED(A ELEVATION.13.3 FT(NAVD 68) oR.r. FT(NAVD BB) OATS DESCRIPTION REVISIONnlE DEscRlPrlov NS THOMAS E.MUSGRAVE,JR.,P.E. STATE OF FLORIDA SHEET A P.E.LICENSE NUMBER 81669 DEPARTMENT OF TRANSPORTATION NO. TIERRA,INC. ROAD NO. COUNTY _FINANCIAL PROJECT ID POND SOIL SURVEY(2) 7351 TEMPLE TERRACE HIGHWAY TAHPA,FLORIDA 3363E SR 93 COLLIER 445296-1-5,01 74 •gams 3/1)/1014 041.19 AM De/aWt II6311\1018 Dlesl6511-18 101 1.75 POE DI Lo[Rner\.003 Pone 9 0(roslellon\G[*IP[M1 1BORRDD1tlgn O LEGEND i'61_,S,1_2£H.PBA-I2]L �,� NOTE THE BORING LOCATIONS AND ELEVATION WERE PROVIDED I. GRAY TO BROWN SANS TO SAND WITH SILT. PB512 /-� J) BY THE PROJECT SURVEYOR UNLESSR DENOTED WITH AN OCCASIONALLY WITH SHELL ANO ROCK(A-31 ' PBAI22L _ ASTERISK BORING LOCATIONS AND ELEVATIONS DENOTED WITH AN ASTERISK"'WERE ESTIMATED USING GPS 2. BROWN SILTY SAND OCCASIONALLY WITH / _ _ - _ g COORDINATES OBTAINED BY TIFRRA,INC IN THE FIELD SHELL(A 2 41 >_.______ ...YYY __ B_J261 AND PROJECT DESIGN FIIFS ANO SHOULD BE CONSIDERED SN-1 It PPROXIMATE. 33 WEATHERED LIMESTONE/CAPROCK BROWN TO DARK BROWN ORGANIC SILTY SAND �B-120R "4'6 AB-IISR AB-128Ry TO MUCK(A BJ SN-12TR _ 5. TIGHT BROWN TO BROWN SILT TO CLAYEY a - 0 5®0 SAND/A-4/A-2-61 PBA-)I1R SN�122 PB512 — Feet 6- OCCASIONALIYVWITNSSHETI(A�1a15AN0. PBATIIR J A-3 AASHTO GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW AND LABORATORY TESTING ON SELECTED SAMPLES FOR CONFIRMATION OF VISUAL REVIEW. BORING LOCATION PLAN N NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE FOR 12 INCHES OF PENETRATION (UNLESS OTHERWISE NOTED). 50/0 NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION BOR A SN•127R BOR Y PBA-127R NOR 0 5N-127L BOR N AB-128R BOR Y PBS-128L -200 PERCENT PASSING 0200 SIEVE LL STA. 126497 STA 12740E STA. 122,18 STA. )29s12 STA. 1284.16 NMC NATURAL MOISTURE CONTENT(%I REF. [SURVEY REF. [SURVEY REF. [SURVEY REF. [SURVEY REF. [SURVEY L OUID LIMIT(%) OFF. 87'RT. OFF. 136'RT. OFF. 60'LT. OFF. T6'RT. OFF. TOP LT. PI PLASTICITY INDEX OH ELEV. 9J ELEV. )1.1 ELEV. 15.0 ELEV. 13.8 ELEV. 6.3 NAVE)88 NORTH AMERICAN VERTICAL DATUM OF 198E DATE I/23/2024 DATE 7/30/2020 DATE I/17/2024 DATE 10/23/2023 DATE 11/2B/2023 DRILLER C.VIRGEN DRILLER J.SHAW DRILLER C.VIRGEN HAMMER AUTOMATIC HAMMER AUTOMATIC HER AUTOMATIC APPROXIMATE SPT BORING LOCATION RIG 0-25 RIG 0-25 RIG 0-25 ,I, 4µ} APPROXIMATE AUGER BORING LOCATION W 15— O 15 4rT ESTIMATED SEASONAL HIGH GROUNDWATER TABLE — HA — i5 ABOVE THE EXISTING GRADE �' — HA© _ 4 ESTIMATED SEASONAL HIGH GROUNDWATER TABLE 10 — y y t — l0 y GROUNDWATER LEVEL ENCOUNTERED DURING 1 HA p _ FIELD ENPIOPAT10N5 - HA 13 Z — GNA GROUNOWATEfl NOT APPARENT DUE i0 N 5 -- HA A Z BORING TERMINATED AT 1 - 5 THE INTRODUCTION OF GRILLING FLVfD. '! _ ELEVATION 2.3 FT(NAVD 881 HA—� GNE GROUNDWATER NOT ENCOUNTERED HA BORING TERMINATED AT HA 3 �L 5O/5 ELEVATION 4.6 FT(NAVD BB) — `�)00 LOSS OF CIRCULATION OF DRILLING FLUID(%) - 0 — 6© HA— — 0 REFUSAL HAND AUGER BORING TERMINATED DUE TO — 11 — REFUSAL CONDITIONS ON ROCK MATERIAL 9 1 CAVE-IN BORING TERMINATED DUE TO BOREHOLE COLLAPSE T-- — FROM GROUNDWATER INTRUSION • -5 — 6 5 - -5 SURVEY BASELINE SURVEY CR 89fi q(RAMP A BASELINE SURVEY RAMP A - - [RAMP B ASELINE SURVEY RAMP B 6 3 _ [RAMP C BASELINE SURVEY RAMP C w -10— 3 —.10 LL _ 9 _ I SAFETY HAMMER AUTOMATIC HAMMER 2 _ 3 6— — GP ANULAR MATERIALS SPT N-VALUE • SPT N-VALUE -IS ) BORING TERMINATED AT -IS F ELATIVE DENSITY (BLOWS/FT.J (BLOWS/FT.) 10 ELEVATION 33.7 FT(NAVD B8) _ VERY LOOSE LESS THAN 4 LESS THAN 3 — — LOOSE 4 to 10 3 to 8 W MEDIUM DENSE 10 to 30 8 to 24 fu .20— 2 —-20 DENSE 30 to 50 24 ID 40 5 — VERY DENSE GREATER THAN 50 GREATER THAN 40 tn SILTS AND CLAYS SPT N-VALUE SPT N-VALUE -25— B 2 —-25 CONSISTENCY (BLOWS/FT.) (BLOWS/FT) VERY SOFT LESS THAN 2 LESS THAN 1 _ SOFT 2to0 1to3 -30— 3 --30 FIRM 4 to 8 3[0 6 T — STIFF B to 15 6 to 12 BORING TERMINATED AT VERY STIFF 15 t9 30 I2 la 20 BORING TERMINATED AT ELEVATION 30.0 FT(NAVD 881 — HARD GREATER THAN 30 GREATER THAN 24 _ - ELEVATION-30.9 FT(NAVD 681 — 35— —-35 DATE OFSCRIPTION REVISIONS DESCRIPTION THOMAS E.MUSGRAVE.JR.,P.E. STATE OP FLORIDA SHEET P.E.LICENSE NUMBER 81669 DEPARTMENT OP TRANSPORTATION NO TIERRA,INC. ROAD NO. COUNTY FINANCIAL PROJECT ID POND SOIL SURVEY(3) 7351 TEMPLE TERRACE HIGHWAY 75 TAMPA,FLORIDA 33632 SR 93 COLLIER 415I96-1-520I 94,14 3J2212024 la4L2o AM Deal., I'\5)IIV018 ElleC\6511.18.201 I.25 EDE RI Lacnnen003 Pine pe UrRR/W,an\GeolecE RBORR003Bpn CAO R @IUURVEY CO 896 LEGEND �aiaoosarti— NOTE:THE BORING LOCATIONS AND ELEVATION WERS PROVIDED 1. GRAY TO BROWN SAND TO SAND WITH W. BY THE PROJECT SURVEYOR UNLESS DENOTED WITH AN OCCASIONALLY WITH SHELL AND POCK(A-3) APB 131R k COORDIN"'.OBTAINED LOCATIONS AND ELEVATIONS DENOTED 1 BNOWN SILTY SAND OCCASIONALLY WITH _' ITH AN ASTERISK'•'WERE ESTIMATED USING GPS �� SN-130fl COORDINATES OBTAINED BY AAID S,INC.IN THE FIELD S ELL(A 1-dl AND PROJECT DESIGN FILES ANO SHOULD BE CONSIDERED .5433R APPROXIMATE. �� WEATHERED<IMESTONEICAPROCK BROWN TO DARK BROWN ORGANIC SILTY SA NO TO MUCK fA-e) (0.1 W-1 0 50 100 5 SIANOT(A-e/A-1-6J0 BROWN SILT TO CLAYEY S 1111.1rJkat. 3R ® fi. BROWN SAND WITHSILTTOSILttSANG.• Fee OCCASIONALLY WITH SHELL(A-1-4) PBA W 1 � �1L1@ VBA-SW-3 A-3 DASIFE GROUP SYMBOL AS DETERMINED LABORATORY TESTING •� III ' ON SELECTED SAMPLES FOR CONFIRMATION OF \'''' , 'n�PBA-I33R1 VISUAL REVIEW. N NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE FOR 11 INCHES OF PENETRAT)ON t !UNLESS OTHEFLVISE NOTE DI. \ ` PSIS-133AI 50/4 NUMBER OF BLOWS FOR d INCHES OF PENETRATION.200 PERCENT PASSING 0,00,L \ NMC NATURDAL MOISTURE CONTENTS(%1 @ RAMP A l�PBA-$W-a / L OUI UNIT(%) \ • 4 NAVD 88 NORTH PI CAMERI AN VERTICAL DATUM OE 1988 O 1 I APPROXIMATE SPT BORING LOCATIONtu POND 1 \\ I 1 + APPROXIMATE AUGER BORING LOCATION W y+ ESTIMATED SEASONAL HIGH GROUNDWATER TABLE IS ABOVE THE EXISTING GRADE t 0 ESTIMATED SEASONAL HIGH GROUNDWATER TABLE BORING LOCATION PLAN y GROUNDWATER LEVEL ENCOUNTERED DURING FIELD EXPLORATIONS GNA GROUNDWATER NOT APPARENT DUE TO N THE INRODUCTION OF DRILLING FLUID. \ GNE GROUNDWATER NOT ENCOUNTERED BOA i PBS-I33Re BOR Y PBA-133R1' BOR Y PBA-133R• BOR Y PBA-131R J� STA. 100+63 STA. 101+88 STA. 303+51 STA. 104+)) `�100 LOSS OF CIRCULATION OF DRILLING FLUID(%) REF. @ RAE A REF. @ RAMP A REF. @ RAMP A REF. @ RAMP A REFUSAI NAND AUGER BORING TERMINATED DUF TO OFF T3'.1 OFF. 98'RT. ORE. IIB'RT. OFF. 164'RT. REFUSAL CONDITIONS ON POCK MATERIAL ELEV. )DI ELEV. 88 ELEV. 9.6 ELEV. 9.0 DATE 5/17/1021 DATE 5/13/2021 DATE 5/11/1011 DATE 7/19/1010 CAVE-IN BORING TERMINATED man..BOREHOLE COLLAPSE DRILLER B.CRAIG FROM GROUNDWATER INTRUSION HAMMER AUTOMATIC @ RIG 0-15 R gNMPEA BASELINE SURVEY RAMP A 15 —15 F RAMP B BASELINE SURVEY RAMP B RAMP C BASELINE SURVEY RAMP C m IO = =- 10 m SAFETY HAMMER AUTOMATIC HAMMER p — 3No II -I00 y m GRANULAR MATERIALS- SPT N-VALUE SPT N- -100-1) > I RELATIVE DENSITY VALUE 1 N3H0�16 5L 1 (BLOWS/FT.I (BLOWS/FT.) S — NMC5 0,6 N LL_13 © LL31 5 VERY LOOSE LESS THAN 0 LESS THAN 3 _ P. S 1 PhiR — �- LOOSE 4 to 10 3 20 B w _ ) — w MEDIUM DENSE 10 to 30 8 to 14 BORING TERMINATED AT BORING TERMINATED AT — w DENSE 30 f0 50 Id t0 M — 6 BORING TERMINATED AT ELEVATION 4J FT(NAVD 88) ELEVATION 4.0 FT(NAVD BB1 — 2 VERY DENSE GREATER THAN 50 GREATER THAN 40 0 ELEVATION 1,8 FT!NAVD 88/ — 0 _ OO SILTS AND GUYS SPT E SPT N-VALUE CONSISTENCY (BLOWS/FTWS/A.J (BLOWS/FT.) _ _ -5 w L. 5 — 21 VERY SOFT LESS THAN 1 LESS THAN 1ri w 1,0 — w SOFT 1 t0 4 I t0 3 — FIRM 4 t0 8 3 to 6 STIFF 8 to 15 6 1.0 II -10— 1 _ VERY STIFF IS to 30 II[0 1/ "10 HARD GREATER THAN 30 GREATER THAN 14 BORING TERMINATED AT ELEVATION-9.9 FT(NAVD 881 POND I DATE DESCRIPTION REVISIONSDATE OfsCR,nlou THOMAS E.MUSGRAVE,JR.,P.E. STATE OF FLORIDA SHEET P.E.LICENSE NUMBER 81669 DEPARTMENT OP TRANSPORTATION NO. TIERRA.INC. ROAD NO. COUNTY FINANCIAL PROJECT ID POND SOIL SURVEY of) 7351 TEMPLE TERRACE HIGHWAY TAMPA,FLORIDA 33637 SR 93 COLLIER 4 4 519 6-1-5 2.0 76 lw,t,A 3/13/20:4 10:4320 AM Daum L-SBRIN10,8 TIGR\63H8-1m Los ROB m LRAIRR,b003 FUR RS9.lGU,onRcum908IO(APB RR _ 9 _'kf V SURVEY CR 896 _ LEGEND NOTE:THE BORINiTTELE.OCATIONS AND ELEVATION WERE PROVIDED1. GRAY TO BROWN SAND TO SANG WITH SLIT. — BYTHE PECT SURVEYOR UNLESS DENOTEDWITH ANOCCASIONALLY WITH SHELL AND ROCK(A-3) PBA I3IR ASTERISK' BORING LOCATIONS AND D USING NS DENOTEDSBROWNSILTY SANDOCCASIONALLY WITH �/� WITHAN ARISK'•'WERE ESTIMATED USINGGPSSHELL(A S4) MP Al SNI39R * COORDINATS OBTAINED BY TIERRA,INC.IN THE FIELDANDPflO1FDESIGN FILES AND SHOULDBECONSIDERED3 WEATHERED LIMESTONE/CAPROCK APPRO%/MA `I�'1 PBS-133R BROWN TO DARK BROWN ORGANIC SILTY SAND / TO MUCK(A81 SO sks` PBA 133R1 . 0 5®0 5. LIGHT BROWN TO BROWN SILT TO CLAYEY SAND(6I/A-3-6) 6. BROWN SAND WITH SILT TO SILTY SAND. jl •l _- Feet OCCASIONALLY WITH SHELL(A-S4) \a !-� PBA-SW-2 A-3 : 0 : E NOTED). REF. B RAMP A REF. E RAMP A 50/4 NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION tt PB�.133RS OFF. 94' RT. OFF. 36S'RT. i \ ELEV. 9.6 ELEV. 11.0 -200 PERCENT PASSING 0200 SIEVE 1\\ ' DATE 5/17/2021 DATE 1/9/2024 WIC NATURAL MOISTURE CONTENT(%) @ RAMP A i PBASW-4 I. DRILLER B.CRAIG GRILLER J.SHAD LL LIOUID LIMIT(%1 j11 V 1 HAMMER AUTOMATIC HAMMER AUTOMATIC PI PLASTICITY INDEX(%) RIG .MA RIG D•SS 1 15— — IS NAND 88 NORTH AMERICAN VERTICAL DATUM OF 198E — 4- APPROXIMATE SPT BORING LOCATION _ POND I 10 HA —- 10 APPROXIMATE AUGER BORING LOCATION T — 44 ESTIMATED SEASONAL HIGH GROUNDWATER TABLE HA IS ABOVE THE EXISTING GRADE 0 • 5 1 I IS 5 4 ESTIMATED SEASONAL HIGH GROUNDWATER TABLE BORING LOCATION PLAN — 4 — a GROUNDWATER LEVEL ENCOUNTERED DUPING 5 — FIELD EXPLORATIONS 0 — 30 7 — 0 GNA TPEUNDWATER NOT APPARENT DUE TO ODUCTION OF DRILLING FLUID. 0 GNE GROUNDWATER NOT ENCOUNTERED 3 4© ii S - 5 m �0 LOSS OF CIRCULATION OF DRILLING FLUID CM) — 16 R'0 = 2 REFUSAL HAND AUGER BORING TERMINATED DUE TO REFUSAL CONDITIONS ON ROCK MATERIAL 8 ,_ CAVE-IN BORING TERMINATED DUE TO BOREHOLE COLLAPSE I0 8 -10 I- FROM GROUNDWATER INTRUSION W — BORING TERMINATED AT W @ SURVEY BASELINE SURVEY CR 896 — ELEVATION-100 FT(NAVD 881 — 2 R@@ BASELfNE SURVEY RAMP A LL 1 AMP 8 BASELINE SURVEY RAMP B 05— _-15 M C BASELINE SURVEY RAMP C O WH ~ SAFETY HAMMER AUTOMATIC HAMMER t, -20 — —-20 W GRANUUR MATERIALS- SVT N-VALUE SPT W5/TTI RELATIVE DENSITY (BLOWS/FT.J (BLOWS/FT.) 3 VERY LOOSE LESS THAN 4 LESS THAN 3 -25- —--25 LOOSE 4 to 10 3 to 8 — MEDIUM DENSE 10 to 30 B to 24 fu DENSE 30 to SO 20 to 10 — VERY DENSE GREATER THAN 50 GREATER THAN 40 tn 2 •30— -30 SILTS AND CLAYS SET N-VALUE SPY N-VALUE— — ` CONSISTENCY (BLOWS/FT.) (13LOWS/FT.1 3 — VERY SOFT LESS THAN 2 LESS THAN 1 0 -35— —-35 SOFT 2 to 4 1 to 3 — — FIRM 4 to B 3 to 6 — — STIFF B to 15 6 to 12 — VERY STIFF 15 to 30 12 to 20 _ 4 — HARD GREATER THAN 30 GREATER THAN 24 _ -40— —-40 BORING TERMINATED AT ELEVATION-39.0 FT(NANO BBJ POND 1 ,-- REVISIONS THOMAS E.MUSGRAVE,JR.,P.E. BESTS OF FLORIDA SHEET DATE OESCRIPi10N DATE DRIVEIniON P.E.LICENSE NUMBER 81669 OHPART.ME.VT OP TRANSPORTATION NO. TIERRA,INC. ROAD ND. COUNTY FINANCIAL PROTECT ID POND SOIL SURVEY(6) 7351 TEMPLE TERRACE HIGHWAY SR 93 COLLIER 445396-I.52-DOT 77 ADN A.10 FLORIDA 8 S/esOSR-18.221 I-IS PDF DI Lo[areIIARR Plae Rmgewa.osta,AoweotectAPBaRRDaS PLaga b9nna 3I � AM Default 1�BsmTal _ CAO '6.r1 SURVEY cR 896 • LEGEND . ,. Avr�Exmtw — �„ - NOTE THE BORING LOCATIONS AND ELEVATION WERE PROVIDED ' OCCASIO ALLYWITH SHELLL AND ROICK A'S) BY THE PflOIFBO SURVEYOR UNLESS DENOTED WNS E PBA 133PASTERISK'•".BORING LOCATIONS AND ELEVATIONS DENOTED 2 BROWN SILTY SAND OCCASIONALLY WITH 5' WITH AN ASTERISK'••WERE ESTIMATED U51NG GPI SHELL(A2-II R SE: COORDINATES OBTAINED BY TIERRA,INC.IN TNF FIELD ' Alit-- AND PROJECT DESIGN FILES AND SHOULD BE CONSIDERED 3 WEATHERED LIMESTONE/CAPROCK ��PBS-133R APPROXIMATE. 4. TO BROWNRUCK TO(A-H DARJK BROWN ORGANIC SILTY SANG S 5. LIGHT BROWN TO BROWN SILT TO CLAYEY PBS-SW-1 ' 0 50 200‘.\ ( SANG/A-4/A-2-61 PBA-133R rc •" Feet 6 OCOCASIONALDLYNWITM SHELL(A�2 dj SAND. •'1 PBA.SN.1 A-3 AASNTO GROUP SYMBOL AI DETERMINED �7 -SW-3 BY VISUAL REVIEW AND LABORATORY TESTING e, �_'I'PBA ' ON SELECTED SAMPLES FOR CONFIRMATION OF 1i�In/RPBA-133R2VISUAL REVIEW. NUMBERS TOTHE LEFT OFBORINGS INDICATE 1 t (UNLESS OTHERWISE NN0 500 PENETRATIC If", B�J33R2 50/4 NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION -200 PERCENT PASSING A`100 SIEVE E NMC NATURAL MOISTURE CONTENT(%1 ¢RAMP A `'. • �1 O. iPBA-SW 4 LL LIQUID PI PLASTICITY I INDEX(%1 O` Ir T NAND BB NORTH AMERICAN VERTICAL DATUM OF 1968 Y APPROXIMATE SAT BORING LOCATION G POND] APPROXIMATE AUGER BORING LOCATION 4+ ESTIMATED SEASONAL HIGH GROUNDWATER TABLE � IS ABOVE THE EXISTING GRADE 4 ESTIMATED SEASONAL HIGH GROUNDWATER TABLE BORING LOCATION PLAN y GROUNDWATER LEVEL ENCOUNTERED DURING FIELD EXPLORATIONS GNA GROUNDWATER NOT APPARENT DUE TO N THE INTRODUCTION OF DRILLING FLUID. BOA A PBA-SW-I BOO f PBA-SW-3 BOR• PBA-SW-2 SOS A PBS-SW-1 GNE GROUNDWATER NOT ENCOUNTERED STA. 202+63 STA. 203+39 STA. 100+09 MOCT. (1RAM9P A REF. B RAMP A REF. J:AMP A REF. F RAMP A . 14]'RT. OFF. 9P RT. OFF. 5 2'RT. OFf. I89'RT. GM LOSS OF CIRCULATION OF DRILLING FLUID(%) ELEV. 10.0 ELEV. 9.2 ELEV 9.3 ELEV. 9.2 REFUSAL HAND AUGER BORING TERMINATED DUE TO DATE 11/22/2023 DATE 11/22/2023 DATE 11/22/1023 DATE 11/18/2023 REFUSAL CONDITIONS ON ROCK MATERIAL DRILLER C.VIRGEN HAMMER AUTOMATIC CAVE-IN BORING TERMINATED DUE TO BOREHOLE COLLAPSE RIG D-25 FROM GROUNW/ATER INTRUSION RAMP B AMP C 10 4z 1 .3 2 4 t 4 t HA HA 5 m RAMPEC BASELINE R SAFETY HAMMER AUTOMATIC HAMMER 5 — — REFUSAL GRANULAR MATERIALS- SET N-VALUE SPY N-VALUE BORING TERMINATED AT BORING TERMINATED AT ROPING TERMINATED AT HA RELATIV ON STY (BLOWS/FT.1 (BLOWS/FT.) = ELEVATION 4.5 FT(NANO BB1 T10N 4.7 FT(NATO 88) ELEVATION 4.3 FT(NAVD." 8 _ 0 _ 0 F. Y LOOSE LESS THAN 4 LESS THAN 3 46- LOOSE to 10 3 to 8 MEDIUM DENSE 10 to 30 B to 24 DENSE 30 to 50 24 to 40 5 3 S Z VERY DENSE GREATER THAN 50 GREATER THAN 40 20 SILTS AND CLAYS SET VALUE SAT N-VALUE _ y CONSISTENCY (BLOWS/FT.) (BLOWS/FT.) -10 13— -10 VERY SOFT LESS THAN 2 LESS THAN 1 SOFT 2 to 4 I to 3 BORING TERMINATED AT — FIRM 4 to 8 3 to 6 ELEVATION10.8 FT(NAVD 881 � STIFF 8 to 15 E to 12 VERY 15 to 30 12 to 24 -15 —-15 HARD STIFF GREATER THAN 30 GREATER THAN 24 POND I REVISIONSiHOMAS E.MUSGRAVE,IR.,P.E. I STATE Of FLORIDA SHEET DATE DESCRIPTION DATE DESCRIPTION P.E.LICENSE NUMBER BLOBS DEPARTMENT OF TRA.VSPORTATIJA' NO. TIERRA,INC. ROAD NO. COUNTY FINANCIAL PROJECT ID POND SOIL SURVEY(6) 1351 TEMPLE TERRACE HIGHWAY SR 93 COLLIER 415296-1-52 03 78 TAMPA,FLORIDA 33637 119a1na 3I2R/200I I0:41:2I AM Default L'SRSI1,241B F,Ae:vs0-IR.20I I.75 POE DI LO<RIMY\-003 Pine RISpesafIcrostanan,esfechSPISORRDOS Plevn • LEGEND POND 2 NOTE:THE BORING LOCATIONS AND ELEVATION WERE PROVIDED 1. GRAY TO BROWN SAND TO SAND WITH SILT, • \ \ BY THE PROJECT SUrm..E!ElfLESS DENOTED WITH AN OCCASIONALLY WITH SHELL AND ROCK(A-3) ASTERISK••'BORINLNS AND ELEVATIONS DENOTED I BROWN SILTY SAND OCCASIONALLY WITH PBA-NE-3 WITH AN ASTERISK STIMATED USING GPS SHELL fA-2-/J COORDINATES OBTAEERRA,INC.IN THE FIELD AND PROJECT pESIG FO SHOULD BE LONS)DERfD APPROXIMATE. 3. WEATHERED lIMESTONE/CAPROCK 1�24 y \ 4 BROWN TO DARK BROWN OFGANIC SILTY SAND TO MUCK(A-B) 1113AJ38L2 5. LIGHT BROWN TO BROWN SILT TO CLAYEY a0 50 200 SAND fA-4/A-2.61 PBA- 2•�•1111I\ AB-)O9l OCCASIONALLY WITH SHELL(A-1-4/ nl. 6. BROWN$AND WITN SILT TO SILTY SAND, PBS-]3BL Ir ` gAMP C Feet A-3 ASHTO GROUP SYMBOL AS DETERMINED ' , ` ON$ELECTED SAMPLE$FOR CON°IRMATIONNOF PBA-13813 VISUAL REVIEW. • / N NUMBERS TO THE LEFT OF BORINGS INDICATE PBS-NE4 1 ,•' / N. 3L (UNLESS OTHERWISE NOTEO)F PENETRATION PBA138L 7ufva P3A1401. PB4-10 'i �� 50/4 NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION 70101, -100 PERCENT PASSING X100 SIEVE � 4'Np NNC NATURAL MOISTURE CONTENT(%1 E RAMP CI PBA-141 QD9 l PLIQUIDLASTICITY LIMIT f%1 9 'it l _.. PI PLASTICITY INDEX f%1 0 ,I,a— NAVD 88 NORTH AMERICAN VERTICAL DATUM OF 198E d SURVEY CR B96--/ _ APPROXIMATE SPT BORING LOCATION BORING LOCATION PLAN ,A1, 4-F+ APPROXIMATE AUGER BORING LOCATION II+ ESTIMATED SEASONAL HIGH GROUNDWATER TABLE IS ABOVE THE EXISTING GRADE 4 ESTIMATED SEASONAL HIGH GROUNDWATER TABLE O X GROUNDWATER LEVEL ENCOUNTERED DURING FIELD EXPLORATIONS GNA GROUNDWATER NOT APPARENT DUE TO N THE INTRODUCTION OF DR)LLIER fLU10. BOR 4 PBA-)38L BOO! PBA-13B13• BOR! PBS-138L' BOA p PBA-138L1' GNE GROUNDWATER NOT ENCOUNTERED STA. 603+47 STA. 603+89 STA. 604+53 STA. 605+49 EF. H 31 1'LTAMP.C REF. F RAMP C OFF. 212'LT. OFF. IOI'LT.FF. €RAMP C REF. 8 RAMP C OFF. 188'LT. �0 LOSS OF CIRCULATION OF DRILLING FLUID(%) OFF. ELEV. 111 ELEV. 8.5 ELEV. 8.9 ELEV BB REFUSAL.HAND AUGER BOOING TERMINATED DUE TO DATE 7/28/2020 DATE 5/12/2021 DATE 5/21/2021 DATE 5/12/202] DRILLER 8 CRAIG REFUSAL CONDITIONS ON ROCK MATERIAL HAMMER AUTOMATIC RIG 0.25 CAVE-IN BORING TERMINATED DUE TS BOREHOLE COLLAPSE _ FROM GROUNDWATER INTRUSION IS —IS NAMPEYA BASELINE SURVEY CR B96 r. BASEL)NE SURVEY RAMP A RAMP B BASELINE SURVEY RAMP B RAMP C BASELINE SURVEY RAMP C 0 _ 3 10 3 m — II 4 SAFETY HAMMER AUTOMATIC HAMMER WK REFUSAL Y 6 VALUE SPT NVAL j 5 _ BORING TERMINATED AT t i Z 6 y GRANULAR MATERIALS SPT N- ELEVATION 8.1 FT(NAVD Bel 5 RELATIVE DENSITY (BLOWS/FT.1 (BLOWS/FTj 3 REFUSAL — BORING TERMINA'(S AT VERY LOOSE LESS THAN 4 LESS THAN 3 _ BORING 1ERMl TED AT 5 ELEVATION 9.B FT(NAVD 88) LOOSE I to)0 3 to 8 0 ELEVATION 3.SNFT(NANO B81 4© 0 4 MEDIUM DENSE 10 to 30 8 to 24 DENSE 30 to SO 14 to 40 — —_ VERY DENSE GREATER THAN 50 GREATER THAN 40 Ogl = 2 -5 — — • SILTS AND CLAYS SPT N-VALUE SPT N-VALUE — -5 o CONSISTENCY (BLOWS/FT.) (BLOWS/FT.I Tu T 7 VERY SOFT LESS THAN 1 LESS THAN 1 0 SOFT 1 to 4 1 to 3 -10 .10 STIFF 8 10 15 6 10 IS 2 VERY STIFF 15 to 30 11 to 24 — BORING TERMINATED AT — HARD GREATER THAN 30 GREATER THAN 24 — ELEVATION-II.1 FT(NAVD 88) - --15 POND 2 GATE DESCRIPTION RE I ORATE DESCRIPTION NS THOMAS E.MUSGRAVE,JR..P.E. STATE OF FLORIDA SHEET P.E.LICENSE NUMBER 51669 DBPARTNS.VT OP TRANSPORTATION NO. TIERRA,INC. ROAD NO. COUNTY FINANCIAL PROJECT ID POND SOIL SURVEY(7) 7351 TEMPLE TERRACE HIGHWAY 11 TAHPA,FLORIOA 3363] SR 93 COLLIER 445296-252.02 79 car,. 3/2)/3D14 184I22 AM Deraun 1.\BSIn)o1B P,le,L65D.IR_lo1 Ia5 PDE 01 LG[6ner\J)03 Pine RIE9e\MX,,,,,.Sl\U,I.(R\PBSRROD/P2.dOn • • f� ', LEGEND POND 2 `• NOTE:THE BORING LOCATIONS AND ELEVATION WERE PROVIDED 1. GRAY TO BROWN SANG TO SAND WITH SILT. • BY THE PROJECT SURVEYOR UNLESS DENOTED WITH AN OCCASIONALLY WITH SHELL AND AOCK(A-3) ASTERISK-•"BORING LOCATIONS AND ELEVATIONS DENOTED 2 BROWN SILTY SAND OCCASIONALLY WITH PBA-NE-3 �.. \ WITH AN ASTERISK'•'WERE ESTIMATED USING GPS SHELL(A-1-4J y \. \ COORDINATES OBTAINED BY TIERRA.INC.IN THE FIELD 4 jr} AND PROJECT DESIGN FILES AND SHOULD BE CONSIDERED 3. WEATHERED LIMESTONE/CAPROCK APPROXIMATE. BROWN TO DARK BROWN ORGANIC SILTY SAND PBA:138L1 a,1\ TO MUCK fA-H) • 0 50 200 5 LIGHSAND(BROWN ROW TO BROWN SILT TO CLAYEY 11ERA-N ® 6. BROWN SAND WITH SILT TO SILtt SAND. PB5-138L �• `AB-TOeL Feet • IId ` E RAMP C OCCASIONALLY WITH SHELL(A-T-61 A V• A-3 ASHTO GROUP SYMBOL AS DETERMINED PBAJ3BL3 1 ,\ BY VISUAL REVIEW AND LABORATORY TESTING ON SELECTED SAMPLES FOR CONFIRMATION OF VISUAL REVIEW. 4 i N NUMBERS TO THE IEFT OF BORINGS INDICATE PBS EI % N. SPT VAIUE FOR IT INCHES OF PENETRATION PBA143L (UNLESS OTHERWISE NOTED). PB 38)1/- PBA140L y as \ 50/4 NUMBER OF BLOWS FOR I INCHES OF PENETRATION ]Q/� `'-- NMC PERCENT PASSING 0I00 SIEVE r' - R'��,-,"" '_a,•� NMC NATURAL MOISTURE CONTENT(%) - "-- - LL LIQUID LIMIT(90 e PBA 141L ��T� PI PLASTfL1tt INDEX(%) NAVE(88 NORTH AMERICAN VERTICAL DATUM Of 198E B SURVEY CR 896 �— BORING LOCATION PLAN ',- APPROXIMATE SPT BORING LOCATION 4+- APPROXIMATE AUGER BORING LOCATION w II+ FSTIMATEO SEASONAL HIGH GROUNDWATER TABLE l5 ABOVE THE EXISTING GRADE II ESTIMATED SEASONAL HIGH GROUNDWATER TABLE • GROUNDWATER LEVEL ENCOUNTERED DURING FIELD EXPLORATIONS GNA GROUNDWATER NOT APPARENT DUE TO N THE INTRODUCTION OF DRILLING PLU10. 3 GNE GROUNDWATER NOT ENCOUNTERED G0 LOSS OF CIRCULATION OF DRILLING FLUID(961 REFUSAL NEF SALJ CONDITIO S OEN ROLE MATTERIALO CAVE-IN BORING TERMINATED DUE TO BOREHOLE COLLAPSE FROM GROUNDWATER INTRUSION SUARVEY BASELINE SURVEY CR 896 MP A BASELINE SURVEY RAMP A RAMP B BASELINE SURVEY RAMP B BOR Y PBA-143L BAR Y PBA-141L BOR 3 P3A-I40L RAMP C BASELINE SURVEY RAMP C STA 600420 STA 601+7T STA. 602+80 REF. 4 RAMP C REF. B RAMP C REF. @ RAMP C OFF. 33.RT. OFF. >5'LT. OfF. )54'LT. SAFETY HAMMER AUTOMATIC HAMMER ELEV. 11.2 ELEV. 9.8 ELEV. 11.4 • DATE 7/28/2020 DATE T128/2020 DATE 7/I8/2020 GRANULAR MATERIALS- SPT N VAWE SET N-VALUE RELATIVE OENSRY (BLOWS/FT.) (BLOWS/FT.1 VERY LOOSE LESS AN 4 LESS T N 3 LOOSE 10 10TH 3 ID 8 HA 1 — — 15 N MEDIUM DENSE 10 to 30 8 to 24 DENSE 30 to 50 24 to 40 VERY DENSE GREATER THAN 50 GREATER THAN 40 10 — 10 SILTS AND CLAYS SPT N-VALUE SAT N-VALUE II 1 — CONSISTENCY (BLOWS/FT.) (BLOWS/FT.) y -2001 17-II 1 — _ 1 _ • VERY SOFT LESS THAN 2 LESS THAN 1 _2 5 — — 5 FIRM L to B 3SOFT 1tto 6 BORING TERMINATED AT = STIFF B t0 15 6 to 12 ELEVATION 5.7 FT(NAND 88) BORING TERMINATED AT BORING TERMINATED AT o VERY STIFF 15 t0 30 12 to TO j — ELEVATION 1.3 fT(NAND H8) ELEVATION 04 FT(NAVE,88) _ ‘ HARD GREATER THAN 30 GREATER THAN 24 0 — 0 w w POND 2 DATE DESCRIPTION REVISIONniE DESCRIPTION NS THOMAS E.MUSGRAVE,JR.,P.E. STATE OF FLORIDA SHEET P.E.LICENSE NUMBER 81669 DEPARTMENT OF TR&VSPORTATIOA' NO. TIERRA.INC. ROAD _ COUNTY FINANCIALPROJECT ID POND SOIL SURVEY(8) 7351 TEMPLE TERRACE HIGHWAY SR 93 COLLIER 445296 i-52-BA 80 TAMPA.FLORIDA 33637 bgarcla 3/2)/10T4 10.41.03 AS Default EIRSR'ODIB Fues\BSu IB 10I Ias POE OI LocMMO.00.3 Pine q icr1statiom0eotetmPBSRRDDe PTAEn t%r"'10 LEGEND POND 2 NOTE THE BORING LOCATIONS AND ELEVATION WERE PROVIDED I. GRAY TO BROWN SAND TO SAND WITH SILT. \\ BY THE PROJECT SURVEYOR UNLESS DENOTED WITH AN OCCASIONALLY WITH SHEtI AND ROCK(A-3I ASTERISK'•-.BORING LOCATIONS AND ELEVATIONS DENOTED I BROWN SILTY SAND OCCASIONALLY WITH PBA-NE-3 WITH AN ASTERISK'••WERE ESTIMATED USING GPS SHELL(SILT COORDINATES OBTAINED BY TIERRA.INC.IN THE FIELD I ii AND PROJECT DESIGN FILES AND SHOULD BE CONSIDERED J WEATHERED LIMESTONE/CAPROCK APPROXIMATE. BROWN TO DARK BROWN ORGNIC SILTY SAND \„\.\ TO MUCK(A.B) PBA-13BL2 1 1O 0 50 200 5 SIGHT AND(ARa/A-2.6WN 0 BROWN SILT TO CLAYEY 1 P"•_4 MI ` AB-)OOL 6. BROWN SANG WITH SILT TO SILTY SAND, PB5-138L {t}•i1. '`� a RAMP C Fee[ OCCASIONALLY WITH SHELL(A-2JJ • ,�pi A-3 AASHTO GROUP SYMBOL AS DETERMINED '\ BY VISUAL REVIEW ANO LABORATORY TESTING I 1P8A-138L3 \ VI SELECTED SAMPLES fOR CONfIFHATION OF VISUAL REVIEW. PB5-NE-) e• ` N NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE FOR 12 INCHES OF PENETRATION 138E i`� B-1A31 (UNLESS OTHERWISE NOTED). s �� 50/4 NUMBER OF BLOWS FOR<INCHES OF PENETRATION ]D) 14110111.14.'„` NMC PERCENT PASSING♦200 SIEVE >�-•.•gip NMC NATURAL MOISTURE CONTENT(%J `, 14) �A PBA-101 E E• LL PLASTILIOUIDCITY LIMIT I DE F RAMP CI PI PLASTICITY INDEX(%J � -• J—� 8 NAVD 88 NORTH AMERICAN VERTICAL DATUM OF 1988 I SURVEY CR 896 _ BORING LOCATION PLAN I APPROXIMATE SPT BORING LOCATION ta A} APPROXIMATE AUGER BORING LOCATION II'. ESTIMATED SEASONAL HIGH GROUNOWATER TABLE IS ABOVE THE EXISTING GRADE ; II ESTIMATED SEASONAL HIGH GROUNDWATER TABLE 2 GROUNDWATER LEVEL ENCOUNTERED DURING FIELD EXPLORATIONS GNA GROUNDWATER NOT APPARENT DUE TO THE INTRODUCTION OF DRILLING FLUID. BOR M PBS-NE-I GOT E A61-704L ROT A PBA-NE-2 BOR a PRA-NE-3 GNE GROUNDWATER NOT ENCOUNTERED STA 603+)) STA. 604+01 STA. 604+73 STA 606+73 2 REF. 8 RAMP C REF. 11 RAMP C O0 LOSS OF CIRCULATION OF DRILLING FLUID(%J(RAMP C OFF. [RAMP C R F. OFF. 19]'LT. OFF. 67'LT. OFF. 113'LT. OFF. 142'LT. ELEV. 10.2 ELEV. 11! ELEV. 11.5 ELEV. 10.4 REfUSAI HAND AUGER BORING TERMINATED DUE TO DATE D/29/1.3 DATE 11/29/2023 DATE II/29/2.3 DATE II/29/2023 REFUSAL CONDITIONS ON ROCK MATERIAL DRILLER C.VIRGEN HAMMER AUTOMATIC CAVE-IN BORING TERMINATED DUE TO BOREHOLE COLLAPSE RIG 0-25 FROM GROUNDWATER INTRUSION SURVEY BASELINE SURVEY CR B96 IS IS RAMP A BASELINE SURVEY RAMP A ¢ tt RAMP B BASELINE SURVEY RAMP B B RAMP C BASELINE SURVEY RAMP C ii —Ir 10 N 1 N — 10 m SAFETY HAMMER AUTOMATIC HAMMER w HA II II II _ j GRANULAR MATERIALS- SPT NVALUE SPT N-VALUEtt 2 RELATIVE DENSITY (BLOWS/FT.I (BLOWS/FT.) HA 1 BORING TERMINATED AT REFUSAL 3 — s ? i. 5 _ MA ELEVATION).1 FT(NAVD B8) ROBINGLEV TERMINATED65F AT VERY LOOSE 400 THAN A E10 THAN 3 ELEVATION 6.5 (NAVD 88) LOOSE A[0 10 3 to 8 BORING TERMINATED AT — Le" MEDIUM DENSE 10 to 30 8 to 24 5. Z — T ELEVATION 5.9 FT(NAVD 881 — 2 DENSE 30 to 50 10 to/0 I 0 — 9— —- 0 VERY DENSE GREATER THAN 50 GREATER THAN 40 C _ SILTS AND CLAYS SET N-VALUE SET N-VALUE _ CONSISTENCY (BLOWS/FT.) (BLOWS/FT.I 5 — ) 3 .5 w — — VERY SOFT LESS THAN 1 LESS THAN I — SOFT 2 to R 1 to 3 FIRM a to 8 3 t0 6 — — STIFF 8 to 15 6 to 12 .10—- A— —-10 VERY STIFF 15 to 30 11 to 14 _ BORING TERMINATED AT HARD GREATER THAN 30 GREATER THAN 20 _ ELEVATION-9.8 FT(NAM 88) POND 2 THOMAS E.MUSGRAVE,JR..P.E. SORTS OF FLORIDA SHEET DATE DESCRIPTION REVISIONS DESCRIPTION P.E.LICENSE NUMBER 81669 DRPARCHE.VT OP TRANSPORTATION NO. TIERRA.INC. ROAD NO. COUNTY FINANCIAL PROJECT ID POND SOIL SURVEY(9) 7351 TEMPLE TERRACE HIGHWAY TAMPA,FLORIDA 33637 SR 93 COLLIER 4I1296-I-52.02 81 Oa Cla 3/3)/202e IO.4I33 AM Desault 1.,6311,01B F,IesseS1118 201 I)5 POE 0I Lecnnen-003 Pine dye 2rostatIRnGe0leIRIPBXRR009-P2.don CAO . LEGEND MI NOTE:THE BORING LOCATIONS ANO ELEVATION WERE PROVIDED I. GRAY TO BROWN SAND TO SAND WITX SILT, @ SURVEY Cfl B96 SG 139A - BY THE PROJECT SURV:Si YOR UNLESS DENOTED WITH AN OCCASIONALLY WITH SHELL AND ROCK(A-3) ASTERISK-"'BORING LOCATIONS AND ELEVATIONS DENOTED • B N13BP� � "��--- WITH AN ASTERISK-'-WERE ESTIMATED USING GPS I. BROWN SIITY SAND OCCASIONALLY WITH •I COORDINATES OBTAINED BY TIERRA,INC IN THE FIELD SHELL/A 2-4) D.9 • ANO PROJECT DESIGN FILES AND SHOUlO Bf CONSIDERED P A-138R a PBA i]9R p8 R APPROXIMATE. 3. WEATHERED LIMESTONE/CAPROCK (YL�r. BROWN TO DARK BROWN ORGANIC SILTY SAND f 4 TO MUCK(A-0/ PBA]40R yPBA-IC]R 5SIANO/A-A �TO BROWN SILT TO CLAYEYPBA-5£Ja {'} 0 50 200 2-61L 6. BROWN SAND WfTH SILT TO SILTY SAND, Fee[ OCCASIONALLY WITH SHELL(A-2-41 P135.136R v el @ RAMP B1 PBA A-3 AASHrO GROUP SYMBOL AS DETERMINED SE-2 �. BY VISUAL REVIEW AND LABORATORY TESTING PBASE'3 ON SELECTED SAMPLES FOR CONFIRMATION OF VISUAL REVIEW. 0 N NUMBERS TO TXE LEFT OF BORINGS INDICATE PBA-13802 R SPT VALUE FOR 12 INCHES OF PENETRATION ol @ RAMP B (UNLESS OTHERWISE NOTED). PBA-SE-4 i 50/4 NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION Q -200 PERCENT PASSING♦200 SIEVE % NW NATURAL MOISTURE CONTENT(161 POND 3 f ITY L oSTI I DE NI P135.13811* NAVD 88 NORTHCAMERICAN VERTICAL DATUM OF 1988 w PBS�)38RI l r. ' , BOR 0 P8A-13BR2. BOP X PBA-138R BOP♦ SN-138R 4- APPROXIMATE SOT BORING LOCATION ,A. 504+91 STA. 507+88 STA. 508t09 REF. @ RAMP B REF. @ RAMP B REF. @ RAMP 6 BORING LOCATION PLAN OFF. 157 LT. OFF. 319'LT. OFF. 34Y LT. APPROXIMATE AUGER BORING LOCATION W ELEV. 9.6 ELEV. 10.8 EL,. 11.1 S DATE 5/13/2021 DATE 7/30/2020 DATE 1/9/2024 II3 ESTIMATED SEASONAL HIGH GROUNDWATER TABLE DRILLER 3 SHAW IS ABOVE THE EXISTING GRADE HAMMER AUTOMATIC RIG D-25 II ESTIMATED SEASONAL HIGH GROUNDWATER TABLE 15— — 15 GROUNDWATER LEVEL ENCOUNTERED DURING w _ _ ELD EXPLOPATIONS —_ GNA GROUNDWATER NOT APPARENT DUE TO H _ HE INTRODUCTION OF DRILLING FLUID. i 10 _ 2 HA II GNE GROUNDWATER NOT ENCOUNTEREDEi II I— REFUSAL HA — 01170 LOSS OF CIRCULATION OF DRILLING FLUID(NI — EEIIIIEIspa BORING TERMINATED AT 17 5 REFUSAL HANG AUGER ROPING TERMINATED DUf TO Z `M ELEVATION).8 FT LNAVD 881 — REFUSAL CONDITIONS ON ROCK MATERIAL a. fi — CAVE-IN Bp RING TERMINATED DUE TO BOREHOLE COLLAPSE BORING TERMINATED AT I 12— — OM GROUNOLNATER IMRUSION m 0 ELEVATION 3]FT(NAVD as) — 0 m a nnARlvEa BBgSELINE SURVEY CR 896 SELINE SUPVEY RAMP A _2 EY RAMP B " - B AMP C BASENE URRVEY RAMP C 5 -5 , D. — _ SAFETY HAMMER AUTOMATIC HAMMER 5, >: 10 — GRANULAR MATERIALS- SPT NVALUf SPT N-VALUE -ID -10 RELATIVE DENSITY (BLOWS/FT.1 (BLOWS/FT.) P. O — O — — N VERY LOOSE LESS THAN 4 LESS THAN 3 ~ _ ti LOOSE 4 to IOHA D. to 8 .15WH 3 - 1S �M MEDIUM DENSE 10 to 30 B to 24 DENSE 30 to 50 24 to 40 w _ = At DENSE DENSE GREATER THAN 50 GREATER THAN 40 20- ) — 20 SILTS AND CLAYS SPT N-VALUE SET N-VALUE — CONSISTENCY (BLOWS/FT.I • (BLOWS/FT.I VERY SOFT LESS THAN 2 LESS THAN 1 3 SOFT 2 to/ 1 to J -25— —-25 4 to B 3 to 8 • — STIFF B to 15 6 to 12 — VERY STIFF IS to 30 12[0 24 Tt _ HARD GREATER THAN 30 GREATER THAN 24 _ -30 BORING TERMINATED AT -30 ELEVATION-28.9 FT(NAVD 881 POND 3 DATE DESCRIPTION REVISIONSDATE OEscRIPTIOu THOMAS E.MUSGRAVE,JR.,P.E. BT,GTE OF FLORIDA SHEET P.E.LICENSE NUMBER 81669 DEPARTMENT OP TRA_NSPORTA TIOA' NO. TIERRA.INC. ROAD NO. COUNTY PINANUTAL PROJECT 10 POND SOIL SURVEY(10) 7351 TEMPLE TERRACE HIGHWAY SR 93 COLLIER 445296J-52 03 82 TAMPA,FLORIDA 33637 •ga LM 3/2)/2024 IS•4124 AM Default 116S11n2018 FHGVAR11.1e.201 I-)5 POE 0I LRLRner\.003 Pine RlAgelMsros.tar,om0eore/lnPB RRDID_P3Oon • i1154 11 ,R,W/.. __ ..... MR LEGEND �� NOTE:THE BORING LOCATIONS AND ELEVATION WERE PROVIDED 1. GRAY TO BROWN SANG TO SANG WITH l� jSG 39R w�- BY THE PROJECT SURVEYOR UNLESS DENOTED WITH AN OCCASIONALLY WITH SHELL AND ROCK(Tar; OP ASTERISK'"'BORING LOCATIONS AND ELEVATIONS DENOTED 1. FOWN SILTY SAND OCCASIONALLY WITH SN 11BR WITH AN ASTERISK N WERE ESTIMATED USING GPS SHELL(A 2 A) COORDINATES OBTAINED BY TIERRA.INC IN THE FIfIE 1.1 AND PROJECT DESIGN FILES AND SHOULD BE CONSIDERED 3 WEATHERED LIMESTONE/CAPROCK PBA-138R PHA-139R �1. � .PBA-143RAPPROXIMATE.L A BROWN TO DARK BROWN ORGANIC SILTY SAND TO MUCK(A8) PBA140F PBA-141RPBA-SE-11e /1"� 0 50 200 5. IIGHT BROWN TO BROWN SILT TO CLAYEY I . SAND(A-4/A 2 6) FecL 6. BROWN SAND WITH SiIT TO SILTY SANG. OCCASIONALLY WITH SHELL(A 2 0) PBS-138F J [RAMP El A-3 AASHTO GROUP SYMBOL AS DETERMINED L PBA SE-2 /4 BY VISUAL REVIEW AND LABORATORY TESTING . ON SELECTED SAMPLES FOR CONFIRMATION OF PBA SE 3 VISUAL REVIEW N NUMBERS TO THE LEFT OF BORINGS INDICATE 'BA•IBBR]'� 9 SPN VALUE FOR 11 INCHES). PENETRATION [RAMP B lV 1E55 OTHERWISE NOTED). PB,-,E•4 /'� 50/4 NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION -200 PERCENT PASSING i100 SIEVE ' , NMC NATURAL MOISTURE CONTENT(%1 ] L OUID LIMIT(%I POND 3 as '� El PLASTICITY INDEX!xl PBS-138R1L iI NAVE BE NORTH AMERICAN VERTICAL DATUM OF 1988 _ It APPROXIMATE SPT BORING LOCATION BORING LOCATION PLAN + APPROXIMATE AUGER BORING LOCATION N ESTIMATED SEASONAL HIGH GROUNDWATER TABLE BOR i PBS-138R2' BOP i PBS.138R' BOR i PBA-139Ra BOR i PBA-14UR BOR i SG-139R II IS ABOVE THE EXISTING GRdDE STA. 502,5 STA, 506a31 STA. 507+68 STA, 50831E STA 508a51 REE [RAMP B REF. [RAMP 8 REF. [RAMP BREF. [RAMP B II ESTIMATED SEASONAL HIGH GROUNDWATER TABLE €RAMP 8 REF.OFf. 59'LT. OFF. ]41'LT. OFF. ]BO'LT. Off. 11]'LT. OFF. !TS'LT. GROUNDWATER 1EVFl ENCOUNTERED DURING ELEV. 9.7 ELEV. 10.9 ELEV. 10.0 ELEV. 10.0 ELEV. 11.T 3" FIELD EXPLORATIONS DATE 5/17/2021 DATE 5/D/2021 DATE 3/13/2021 DATE 7/30/2020 DATE 1/10/2024 DRILLER B.CRAIG DRILLER B.CRAIG DRILLER J.SHAW GNA GROUNDWATER NOT APPARENT DUE TO N AMMER AUTOMATIC HAMMER AUTOMATIC HAMMER AUTOMATIC THE INTRODUCTION OF DRILLING FLU10. i' RIG 0-25 RIG 0-25 RIG D-25 15 — I = 15 GNE GROUNDWATER NOT ENCOUNTERED OT60 LOSS OF CIRCULATION OF DRILLING FLUID(%I N REFUSAL NAND AUGER BOOING TERMINATED DUE TO 10 — 10- HA — II REFUSAL CONDITIONS ON ROCK MATERIAL IC =10 II 1 12 1 HA 1 _ CAVE-IN BORING TERMINATED DUE TO BOREHOLE COLLAPSE FROM GROUNOV/ATER INTRUSION 5 _ 11 -20p�/ HA 5 @ SURVEY BASELINE SURVEY Cfl 896 9© 6 1 Z 1 4 flAMP A BASfLINE SURVEY RAMP A @@ MP B BASELINE SURVEY RAMP B 8 I — 1 MP C BASELINE SURVEY RAMP C BORING TERMINATED AT BORING TERMINATED AT R p 5 ELEVATION J.0 Fi(NAVD 88] ELEVATION 3.0 FT(NAVD BB) 0 SAFETY HAMMER AUTOMATIC HAMMER - O 6 — GRELNAUTLNA MAESRAS. STO NAU SBPTW.S/ALTU 3 — VERY LOOSE LESS THAN 4 E THAN 3 '4'tO LOOSE A to 10 3 to 8 13 MEDIUM DENSE p to 30 8 to 14 '' t0 12 DENSE 30 to 50 24 t9 10— 3 —102 VERY DENSE GREATER THAN 50 GREATER THAN 40 C BORING TERMINATED AT — BORING TERMINATED AT ELEVATION-9.1 FT(NAVE 88) -- ELEVATION-10.3 FT(NAVD 88) I _ < SILTS AND CLAYS SPT N-VALUE SPT N-VALUE CONSISTENCY (BLOWS/FT.) (BLOWS/FT.) Ci d -15— —-15 w ----.. w _ _ w VERY SOFT LESS THAN 2 LESS THAN 1 o 2 — SOFT 2!c/ I t0 3 FIRM 8 3 to 6 -20— —-20 STIFF B to 15 6 to 12 VERY STIFF 15 to 30 12 to 20 HARD GREATER THAN 30 GREATER THAN I4 il 15 E EVATIONR-13.3 FT(NAVE 8B) 15 POND 3 DATE- DESCRIPTION RECISIONSDATE DESCRIPTION THOMAS E.MUSGRAVE,JR.,P.E. STATE OF FLORIDA SHEET P.E.LICENSE NUMBER 81669 DEPARTMENT OP TRANSPORTATION NO. TIERRA.INC. ROAD NO. COUNTY FINANCIAL PROJECT POND SOIL SURVEY r11J 2351 TEMPLE TERRACE HIGHWAY TAMPA,FLORIDA 33637 SR 93 COLLIER 045296,52-02 83 •9artla 5I2T7302A IP:AL2B AN Default I.RBSIDEDIB Iiles\651148-201 ISO POE DI L NOner\A103 Pine R,LEPCM[rnstetlan\GPnta[n\PRORROII PI.eon CAO — L...---•• ., .__.. -- LEGEND r V- ,... NOTE:R.-BORING LOCATIONS AND ELEVATION WERE PROVIDED I. GRAY TO BROWN SA NO TO SAND WITH SILT. B SURVEY CO 896 SG.139R THE on,a`SURVEYOR UNLESS DENOTED WITH AN OCCASIONALLY WITH SHELL AND ROCK(A-3) S'�—�--'� ASTERISK'.'BORING LOCATIONS AND ELEVATIONS DENOTED SN-178R - WITH AN ASTERISK"•-WERE ESTIMATED USING GPS 2. ROWN SILTY SAND OCCASIONALLY WITH _ COORDINATES OBTAINED BY TIERFA.INC.IN THE£1ELD SHEtI(A 24) AND PADECT Mtn', AND SHOULD BE CONSIDERS PBAI39R APPROXIMATE. D 3. WEATHERED LIMESTONE/CAPROCK PBA-13B Io . , PBA-BA 4 BROWN TO DARK BROWN ORGANIC SILTY SAND O MUCK(AB) PBA-]90fl �yPBA IGIR 5 LIANHD BROWN TO BROWN SILT TO CIAYEY PBA-SE-1 {t} 0 50 200 / �/ S (A-//A-2 61 re / � 6. BROWN SANG WITH SILT TO SILTY SAND. PBS.I3BR .. @ RAMP BI ;Net OCCASIONALLY WITH SHELL fA-I-4/ •• A-3 AASHTO GROUP SYMBOL AS DETERMINED t PBA•SE-2 41 BY VISUAL REVIEW AND LABORATORY TESTING PBA SE 3 ON SELECTED SAMPLES FOR CONFIRMATION OF VISUAL REVIEW. 38 1 / � N SPT VALUE'FOR 2 INCHES Of RPENETRATION E • d RAMP B (UNLESS OTHERWISE NOTED). PRA-.E-i tit 50/4 NUMBER OF 8<ING FOR<INCHES OF PENETRATION Q .200 PERCENT PASSING 0200 SIEVE POND 3 I �� NLL MC NATURAL IMIT(%>jRE CONTENT(%1 PI PLASTICITY INDEX(%) PBS-138R2 ' NAVD BB NORTH AMERICAN VERTICAL DATUM OF 1988 ,A� APPROXIMATE SPT BORING LOCATION BORING LOCATION PLAN -$- APPROXIMATE AUGER BORING LOCATION Lu II+ ES IBOVEDT SEASOISTINGI SGR UNDWATER TABLE 4 ESTIMATED SEASONAL HIGH GROUNDWATER TABLE GROUNDWATER LEVEL ENCOUNTERED DURING FIELD EXPLORATIONS GNA GROUNDWATER NOT APPARENT DUE TO I' HE INTRODUCTION OF DRILLING FLUID. OM GROUNDWATER NOT ENCOUNTERED O100 LOSS OF CIRCULATION OF DRILLING FLUID(%) REFUSAL REFUSAL'CONDITIONS OEN ROCK MATERIALO CAVE-IN BORING TERMINATED DUE TO BOREHOLE COLLAPSE FROM GROUNDWATER INTRUSION SURVEY BASELINE SURVEY CR ROD RAMP A BASELINE SURVEY RAMP A RAMP B BASELINE SURVEY RAMP 8 RAMP C BASELINE SURVEY RAMP C BOR A PBA-SE-A BOP A PBA-SE.3 BOR A PBA-'AIR BOB A PBA-143R STA 503477 STA. 505+14 • STA. 501+70 STA. 143+56 SAFETY HAMMER AUTOMATIC HAMMER REF. Q RAMP B RE£. B RAMP B REF. f RAMP BREF. B SURVEY OfF. )B3'LT. OFF. 62'L lT. OFF. 51 RT. OFF. 123.RT. GRANULAR MATERIALS- SPT N-VALUE SPT N-VALUE ELEV. 9.9 ELEV. 10.3 ELEV. 111 ELEV 11.0 RELATIVE DENSITY (BLOWS/FT.) (BLOWS/FT.) DATE 11/27/2023 DATE 11/27/2023 DATE 7/30/2020 DATE 7/30/2020 VERY LOOSE LESS THAN 4 LESS THAN 3 15— — 15 2 LOOSE 4 to 10 3 to B MEDIUM DENSE 10 ID 30 8 to 24 DENSE 30 to 50 24 t0 40 VERY DENSE GREATER THAN 50 GREATER THAN 40 ii 10 — ) N II 4 _ 10 it. AND CLAYS SPT N-VALUE SPT N-VALUE 3 II 1 1 i CONSISTENCY (BLOWS/FT.) (BLOWS/FT.1 REFUSAL 1 VERY SOFT LESS THAN 2 LESS THAN]05 _ BORING TER MIN PTED AT 3 REFUSAL REFUSAL _ 5 FIRM 2 to 4 1t0 3 ELEVATION>.9 FT(NAND es) BORING TERMINATED AT BORING TN 03 FTTEO AT BORING TERMINATED AT FIRM 4 to 8 3 to 6 ELEVATION 5.3 FT(NAND 88) ELEVATION 6.3 (NAND B8) ELEVATION 6.2 FT(NANO B81 STIFF 8 t0 15 6 to 12 w uv VERY STIFF 15 to 30 12 to 24 HARD GREATER THAN 30 GREATER THAN 24 - `G POND 3 DATE DESCRIPTION REVI ISIONATE DEscRlnlou NS THOMAS E.MUSGRAVE,IR.,P.E. STATE OF FLORIDA SHEET P.E.LICENSE NUMBER 81669 DEPARTMENT OP TRANSPORTATION PabRRO NO. COW,INC. ROAD NO. CO FINANCIAL PROTECT POND SOIL SURVEY al') 7351 TEMPLE TERRACE HIGHWAY 52.02 1 pe a 3/21/2024 ro 4 TAMPA,FLORIDATES AN 0e3363]fauR SR 93 COLLIER 415296�1-snvoM F�ies,SSB-ia Iol ITs POE D)LarnnersaoS Pine g IcrasrarlamDeorern 84 p CA© w._.��._. LEGEND NOTE:THE BORING LOCATIONS AND ELEVATION WEPE PROVIDED 1. GRAY TO BROWN SAND TO SAND WITH SILT. ¢SURVEY CR B96—V 5G 139E BY THE PROJECT SURVEYOR UNLESS DENOTED WITH AN OCCASIONALLY WITH SHELL ANp BOCK(A-3) ?®V - =-- WSTERISK'"'BORING LOCATIONS AND ELEVATIONS DENOTED 1, FO:::L ' NILTY SAND OCCASIONALLY WITH SN-13BP / _ ITM AN ASTERISK IN WERE ESTIMATED USING GPS SME2// l\ AND PROJECT OBTAINED BY TIERRA.INC.IN THE FIELD AND PROJECT DESIGN FILES AND SHOULD BE CONSIDERED 3 WEAH CA3B PBA-139 IPBA-]/3P4_ 1�,3 BRO OC TO aPBA•IGOR PBA-MLR 5. LIG SE 1 A 0 50 200J/A.2 6J f/ Feet fi. BROWN SAND WITH SILT TO SILTY SAND. PB5138R OCCASIONALLY WITH SHELL(A� 1 /' ,' @ RAMP Bt A-3 AASHTO GROUP SYMBOL AS DETERMINED PBA•SE2 • S BY VISUAL REVIEW AND LABORATORY TESTING ON SELECTED SAMPLES FOR CONFIFHATION OF P8A SE 3' ��. VISUAL REVIEW. N NUMBERS TO TXE LEFT OF BORINGS INDICATE B )38R211 SPT VALUE FOR 12 INCHES OF PENETRATION d RAMP B (UNLESS OTHERWISE NOTED) / 50// NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION -200 PERCENT PASSING 4.200 SIEVE /'� �- NMC NATURAL MOISTURE CONTENT NI LL��.ddd OSTI LIMIT(%) POND 3 it PLASTICITY INDEX NI • PBS-138R2#Y}� "47 NAVD 8B NORTH AMERICAN VERTICAL DATUM OF 1988 APPROXIMATE SET BORING LOCATION _ BORING LOCATION PLAN 4 APPROXIMATE AUGER BORING LOCATION 2' ESTIMATED SEASONAL HIGH GROUNDWATER TABLE IS ABOVE THE EXISTING GRADE 2 ESTIMATED SEASONAL SOUR GROUNDWATER TABLE 1 GROUNDWATER LEVEL ENCOUNTERED DURING Pi FIELD EXPLORATIONS GNA GROUNDWATER NOT APPARENT DUE TO THE INTRODUCTION OF DRILLING FLUID. B LONE GROUNDWATER NOT ENCOUNTERED 1750 LOSS OF CIRCULATION Of DRILLING FLUID(%) REFUSAL HAND AUGER BORING TERMINATED DUE TO REFUSAL CONDITIONS ON ROCK MATERIAL CAVE-IN BORING TERMINATED DUE TO BOREHOLE COLLAPSE FROM GROUNDWATER INTRUSION SURVEY BASELINE SURVEY CR 896 A BASELINE SURVEY RAMP A RAMP B BASELINE SURVEY RAMP B RAMP C BASELINE SURVEY RAMP C BOR S PBA-SE 1 BOR S PBA-SE SAFETY HAMMER AUTOMATIC HAMMER w STA 506+96 FIFA:. E15M+ B OF. E AMP.B GANTV MMs - STO NWSV/AFLPE STOW/AFLTU.E ELEV. 108 ELEV. 11.7 VERY LOOSE LESS THAN 4 ESS THAN 3 DATE 11/27/2023 DATE II/27/2023 LOOSE 1[0 10 3 to 8 MEDIUM DENSE 10 to 30 B to 1/ 5, 15 — 15 j' DENSE 30 to SO 14 to/0 — ¢ VERY DENSE GREATER THAN 50 GREATER THAN 40 10 - II - 10 Z SILTS AND CLAYS SPT NVAIUE SET N-VALUE o ILL II l—lll CONSISTENCY (BLOWS/FT.J (BLOWS/FT.) II 2 _ 3 VERY SOFT LESS THAN 2 LESS THAN) o 2 SOFT 2[0 4 1 t0 3 REFUSAL — FIRM 0 to 8 3 to 6ii 5 BORING TERMINATED AT — 5 STIFF H to lS 6 to 12 Z. BORING TERMINATED AT ELEVATION 6.6 FT(NAVp 881 VERY STIFF IS to 30 13 to 24 _ ELEVATION 69 FT(NAVD eB) HARD GREATER THAN 30 GREATER THAN 2/ O POND 3 ? DESCRIPTION REVISIONSDATE DESCRIPTION THOMAS E.MUSGRAVE,JR.,P.E. STIrS OF FLORIDASHEET ---.P.E.LICENSE NUMBER 81669 DEPARTMENT OP TRANSPORTATION NO TIERRA.INC. ROAD NO. COUNTY FINANCIAL PROJECT ID POND SOIL SURVEY U3) 735I TEMPLE TERRACE HIGHWAY SR 93 COLLIER //5296-I-5202 85 TAMPA,FLORIDA 33637 •oa CIa 3/2!/202a WI ESE AM Default I,AIIIS2618 El esIbse-TBSal IJs PDE DI Leenners.003 Pine qe icrosrarUmoeoteIRPBDRROIL P3.aon GR0 END OF SECTION Section 6.2 I-75 &PINE RIDGE SOIL SURVEY INFORMATION CPO IQ MAIN RELOCATION Page 15 of 15 SECTION 7 PERMITS TO BE AOUIRED BY DESIGN TEAM 00 SECTION 7 PERMITS TO BE AQUIRED BY DESIGN TEAM Pine Ridge Road & I-75 IQ Main Relocation A. Permits Not Acquired by the Design Team a. The Contractor is responsible for obtaining and acquiring all necessary permits that have not been identified in this section, including, but not limited to,the Collier County Right-of-Way Permit. B. Permits Acquired by Design Team a. The following permits will be acquired by the Design Team and will be provided to the Contractor. b. The Contractor is responsible for following all permit conditions and necessary permit notifications, deliverables, and close out requirements. 7.1 Nationwide (USACE) 7.2 NOI ERP (FDEP) 7.3 FDOT Utility Permit 7.4 SFWMD ROW Occupancy Permit Section 7 I-75 & PINE RIDGE PERMITS TO BE AQUIRED BY DESIGN TEAM IQ MAIN RELOCATION Nationwide (USACE) Permit Section 7 I-75 & PINE RIDGE PERMITS TO BE AQUIRED BY DESIGN TEAM IQ MAIN RELOCATION COP �11T O� /i �'`17 � DEPARTMENT OF THE ARMY 4� ' \x U.S.ARMY CORPS OF ENGINEERS,JACKSONVILLE DISTRICT n qii. `4,��II�� I�, 701 SAN MARCO BOULEVARD -4 JACKSONVILLE FLORIDA 32207-8175 \S`-_--/ December 12, 2024 South Atlantic Division Regulatory Technical Regional Execution Center SAJ-2024-04291 (NWP-EMP) Matthew McLean Collier County Public Utilities Engineering 3339 Tamiami Trail East Suite 303 Naples, FL 34112 Via Email: matthew.mclean@colliercountyfl.gov Dear Mr. McLean: This letter is in response to the Pre-Construction Notification (PCN) you submitted to the Jacksonville District on September 11, 2024 for a Department of the Army Nationwide permit (NWP) verification. This project has been assigned the file number SAJ-2024-04291 and is known as IQ Improvements — Pine Ridge and 1-75. This file number should be referenced in all correspondence concerning this project. A review of the information provided indicates that the proposed work would include the relocation of the Collier County 20-inch irrigation quality water main through horizontal direction drilling (HDD). The total length of 2,321 linear foot of HDD will include 737 linear feet of waterline underneath nontidal wetlands and 74 linear feet of waterline underneath the 1-75 canal. Beginning and ending of HDD is in uplands and includes temporary drill pits. The new waterline will be installed 17.7 feet from the design depth of the bottom of the 1-75 Canal. The applicant will follow a frac-out continency plan in the event there is a loss of drilling fluid pressure. The project area is located in under a manmade canal and wetland; near Pine Ridge Road and 1-75 highway, within Section 18, Township 49 South, Range 26 East; project centered at Latitude 26.211830 and Longitude -81.736110; in Naples, Collier County, Florida. We have determined that the proposed work is authorized by Nationwide Permit (NWP) 58 — Utility Line Activities for Water and Other Substances pursuant to authorities under Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. § 403), and Section 404 of the Clean Water Act (33 U.S.C. § 1344). The proposed work must be accomplished in strict accordance with the general permit conditions, any regional conditions, the special conditions listed in this letter, the application materials, and the enclosed plans. If the extent of the project area and/or nature of the authorized impacts to waters are modified, a revised PCN must be submitted to this office for written approval before work is initiated. Any violation of permit conditions or deviation from your submitted plans may subject the permittee to enforcement action. This verification is valid until March 14, 2026, unless prior to this date the subject NWP(s) is suspended, revoked, or is modified such that the activity no longer complies with the terms and conditions of this NWP. If you commence or are under contract to commence this activity before the date that the relevant NWP is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this NWP. You can access the U.S. Army Corps of Engineers' (Corps) Jacksonville District's Regulatory Source Book webpage for links to view NWP information at: https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/. Please be aware this Internet address is case sensitive and should be entered as it appears above. Once there, you will need to select "Nationwide Permits." Among other things, this part of the Source Book contains links to the federal register containing the text of the pertinent NWP authorization and the associated NWP general conditions, as well as separate links to the regional conditions applicable to the pertinent NWP verification. Project Specific Special Conditions: 1. Reporting Address: The Permittee shall submit all reports, notifications, documentation, and correspondence required by the general and special conditions of this permit to either (not both) of the following addresses: a. For electronic mail (preferred): SAJ-RD-Enforcementusace.army.mil (not to exceed 15 MB). b. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019. The Permittee shall reference this permit number, SAJ-2024-04291 (NWP-EMP), on all submittals. 2. Commencement Notification: Within 10 days from the date of initiating the work authorized by this permit, the Permittee shall submit a completed "Commencement Notification" form. 3. Self-Certification: Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the attached "Self-Certification Statement of Compliance" form and submit it to the Corps. In the event that the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the "Self-Certification Statement of Compliance" form. The description of any deviations on the "Self-Certification Statement of Compliance" form does not constitute approval of any deviations by the Corps. cc'') 4. Cultural Resources/Historic Properties: a. No structure or work shall adversely affect, impact, or disturb properties listed in the National Register of Historic Places (NRHP), or those eligible for inclusion in the NRHP. b. If, during permitted activities, items that may have historic or archaeological origin are observed the Permittee shall immediately cease all activities adjacent to the discovery that may result in the destruction of these resources and shall prevent his/her employees from further removing, or otherwise damaging, such resources. The applicant shall notify both the Florida Department of State, Division of Historical Resources, Compliance Review Section at (850)-245-6333 and the Corps, of the observations within the same business day (8 hours). Examples of submerged historical, archaeological or cultural resources include shipwrecks, shipwreck debris fields (such as steam engine parts, or wood planks and beams), anchors, ballast rock, concreted iron objects, concentrations of coal, prehistoric watercraft (such as log "dugouts"), and other evidence of human activity. The materials may be deeply buried in sediment, resting in shallow sediments or above them, or protruding into water. The Corps shall coordinate with the Florida State Historic Preservation Officer (SHPO) to assess the significance of the discovery and devise appropriate actions. Project activities shall not resume without verbal and/or written authorization from the Corps. c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition and, if deemed necessary by the SHPO or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume on non- federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps. d. In the unlikely event that unmarked human remains are identified on non- federal lands; they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100-meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archaeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO. Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 CFR Part 325.7. GP° Such activity shall not resume without written authorization from the SHPO and from the Corps. 5. Assurance of Navigation and Maintenance: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 6. Eastern Indigo Snake Protection Measures and Inspection: Permittee shall comply with U.S. Fish and Wildlife Service's "Standard Protection Measures for the Eastern Indigo Snake" dated March 23, 2021, as provided in this permit. All gopher tortoise burrows, active or inactive, shall be evacuated prior to site manipulation in the vicinity of the burrow. If excavating potentially occupied burrows, active or inactive, individuals must first obtain state authorization via a Florida Fish and Wildlife Conservation Commission (FWC) Authorized Gopher Tortoise Agent permit. The excavation method selected shall minimize the potential for injury of an indigo snake. The Permittee shall follow the excavation guidance provided in the most current FWC Gopher Tortoise Permitting Guidelines found at http://myfwc.com/gophertortoise. If an indigo snake is encountered, the snake must be allowed to vacate the area prior to additional site manipulation in the vicinity. Holes, cavities, and snake refugia other than gopher tortoise burrows shall be inspected each morning before planned site manipulation of a particular area, and if occupied by an indigo snake, no work shall commence until the snake has vacated the vicinity of the proposed work. 7. Proposed Species/Critical Habitat: The action falls within the range for the tricolored bat which is proposed to be federally listed under the Endangered Species Act. If the species becomes federally listed and the authorized work has not been completed, the Permittee is required to stop work and ask the Corps to re-evaluate the effects of the permitted action on the tricolored bat, and if needed, complete Section 7 consultation with the U.S. Fish and Wildlife Services to address potential impacts to the tricolored bat. 8. In the Event of a Frac-Out: Should a frac-out and release of drilling fluids occur within navigable waters of the U.S., and in-water work is required to remediate the action, the Permittee shall comply with the following special conditions: a. Frac-Out Contingency Plan: The Permittee shall comply with the frac-out contingency plan. 0143 b. Turbidity Barriers: Prior to the initiation of any in-water work due to a frac-out, the Permittee shall install floating turbidity barriers with a weighted skirt around all work areas that are in, or adjacent to, surface waters. The turbidity barriers shall remain in place and be maintained until the authorized work has been completed and all suspended and erodible materials have been stabilized. Turbidity barriers shall be removed upon stabilization of the work area. This letter of authorization does not include conditions that would prevent the `take' of a state-listed fish or wildlife species. These species are protected under sec. 379.411, Florida Statutes, and listed under Rule 68A-27, Florida Administrative Code. With regard to fish and wildlife species designated as species of special concern or threatened by the State of Florida, you are responsible for coordinating directly with the Florida Fish and Wildlife Conservation Commission (FWC). You can visit the FWC license and permitting webpage (http://www.myfwc.com/license/wildlife/) for more information, including a list of those fish and wildlife species designated as species of special concern or threatened. The Florida Natural Areas Inventory (http://www.fnai.org/) also maintains updated lists, by county, of documented occurrences of those species. This letter of authorization does not give absolute Federal authority to perform the work as specified on your application. The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program. You should contact your local office that issues building permits to determine if your site is located in a flood-prone area, and if you must comply with the local building requirements mandated by the National Flood Insurance Program. This NWP verification does not preclude the necessity to obtain any other Federal, State, or local permits, licenses, and/or certifications, which may be required. If you have any questions related to this verification or have issues accessing documents referenced in this letter, please contact Eric Parks, Regulatory Biologist of the Technical Regional Execution Center at (912) 856-7137, by mail at the above address, or by email at Eric.M.Parks@usace.army.mil. Please take a moment to complete our customer satisfaction survey located at https://regulatory.ops.usace.army.mil/customer-service-survey/. Sincerely, /1)a4i4a, Eric Parks Regulatory Biologist, SAD TREC Enclosures Cc (w/enclosures) Kyle Philpot, Johnson Engineering Inc. (via krp@johnsoneng.com) Commencement Notification Form File Number: SAJ-2024-04291 County: Collier Permittee: Collier County Public Utilities Engineering, Matthew McLean Project Name: IQ Improvements — Pine Ridge and 1-75 Date Verification Issued: 12/12/2024 Project Manager: Eric Parks Within 10 days of commencing the activity authorized by this permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS Jacksonville District Enforcement Section P.O. Box 4970 Jacksonville, FL 32232-0019 or saj-rd-enforcement@usace.army.mil (preferred) Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. Construction Start Date: Signature of Permittee Date GPO SELF-CERTIFICATION STATEMENT OF COMPLIANCE Within sixty(60) days of completion of the authorized work, submit this form via electronic mail to saj-rd-enforcement(o�usace.armv.mil(preferred) or by standard mail to U.S. Army Corps of Engineers, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019. 1. Department of the Army Permit Number: SAJ-2024-04291 (NWP-EMP) 2. Permittee Information: Name: Email: Address: Phone: 3. Date Authorized Work Started: Completed: 4. Contact to Schedule Inspection: Name: Email: Phone: 5. Description of Authorized Work (e.g. bank stabilization, fill placed within wetlands, docks, dredging, etc.): 6. Acreage or Square Feet of Impacts to Waters of the United States: 7. Describe Mitigation completed (if applicable): 8. Describe any Deviations from Permit (attach drawing(s) depicting the deviations): ******************** I certify that all work, and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit. Any deviations as described above are depicted on the attached drawing(s). Signature of Permittee DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST DA PERMIT NUMBER: SAJ-2024-04291 When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction period for works authorized by Department of the Army permits is finite, the permit itself, with its limitations, does not expire. To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Section, Post Office Box 4970, Jacksonville, FL 32232-0019 or submit via electronic mail to: SAJ-RD-Enforcement(c�usace.army.mil (not to exceed 15 MB). (TRANSFEREE-SIGNATURE) (SUBDIVISION) (DATE) (LOT) (BLOCK) (STREET ADDRESS) (NAME-PRINTED) (MAILING ADDRESS) (CITY, STATE, ZIP CODE) (,Pn STANDARD PROTECTION MEASURES FOR THE EASTERN INDIGO SNAKE U.S. Fish and Wildlife Service March 23, 2021 The eastern indigo snake protection/education plan (Plan) below has been developed by the U.S. Fish and Wildlife Service (USFWS) in Florida and Georgia for use by applicants and their construction personnel. At least 30 days prior to any clearing/land alteration activities, the applicant shall notify the appropriate USFWS Field Office via e-mail that the Plan will be implemented as described below(North Florida Field Office:jaxregs@fws.gov; South Florida Field Office: verobeach@fws.gov; Panama City Field Office: panamacity@fws.gov; Georgia Field Office: gaes_assistance@fws.gov). As long as the signatory of the e-mail certifies compliance with the below Plan (including use of the attached poster and brochure), no further written confirmation or approval from the USFWS is needed and the applicant may move forward with the project. If the applicant decides to use an eastern indigo snake protection/education plan other than the approved Plan below,written confirmation or approval from the USFWS that the plan is adequate must be obtained. At least 30 days prior to any clearing/land alteration activities, the applicant shall submit their unique plan for review and approval. The USFWS will respond via e-mail,typically within 30 days of receiving the plan, either concurring that the plan is adequate or requesting additional information.A concurrence e-mail from the appropriate USFWS Field Office will fulfill approval requirements. The Plan materials should consist of: 1) a combination of posters and pamphlets(see Poster Information section below); and 2)verbal educational instructions to construction personnel by supervisory or management personnel before any clearing/land alteration activities are initiated (see Pre-Construction Activities and During Construction Activities sections below). POSTER INFORMATION Posters with the following information shall be placed at strategic locations on the construction site and along any proposed access roads (a final poster for Plan compliance,to be printed on 11 x 17in or larger paper and laminated, is attached): DESCRIPTION: The eastern indigo snake is one of the largest non-venomous snakes in North America, with individuals often reaching up to 8 feet in length. They derive their name from the glossy, blue-black color of their scales above and uniformly slate blue below. Frequently,they have orange to coral reddish coloration in the throat area, yet some specimens have been reported to only have cream coloration on the throat. Gps° These snakes are not typically aggressive and will attempt to crawl away when disturbed. Though indigo snakes rarely bite, they should NOT be handled. SIMILAR SNAKES: The black racer is the only other solid black snake resembling the eastern indigo snake. However, black racers have a white or cream chin,thinner bodies, and WILL BITE if handled. LIFE HISTORY: The eastern indigo snake occurs in a wide variety of terrestrial habitat types throughout Florida and Georgia. Although they have a preference for uplands,they also utilize some wetlands and agricultural areas and often move seasonally between upland and lowland habitats, particularly in the northern portions of its range (North Florida and Georgia). Eastern indigo snakes will often seek shelter inside gopher tortoise burrows and other below- and above- ground refugia, such as other animal burrows, stumps, roots, and debris piles. Reliance on xeric sandhill habitats throughout the northern portion of the range in northern Florida and Georgia is due to the dependence on gopher tortoise burrows for shelter during winter. Breeding occurs during October through February. Females may lay from 4 - 12 white eggs as early as April through June, with young hatching in late July through October. PROTECTION UNDER FEDERAL AND STATE LAW: The eastern indigo snake is classified as a Threatened species by both the USFWS and the Florida Fish and Wildlife Conservation Commission. Taking of eastern indigo snakes is prohibited by the Endangered Species Act without a permit is defined by the USFWS as an attempt to kill, harm, harass, pursue, hunt, shoot, wound, trap, capture, collect, or engage in any such conduct. Penalties include a maximum fine of$25,000 for civil violations and up to $50,000 and/or imprisonment for criminal offenses, if convicted. Only individuals currently authorized through an issued Incidental Take Statement in association with a USFWS Biological Opinion, or by a Section 10(a)(1)(A)permit issued by the USFWS,to handle an eastern indigo snake are allowed to do so. IF YOU SEE A JIVE EASTERN INDIGO SNAKE ON THE SITE: • Cease clearing activities and allow the live eastern indigo snake sufficient time to move away from the site without interference; • Personnel must NOT attempt to touch or handle snake due to protected status. • Take photographs of the snake, if possible, for identification and documentation purposes.A • Immediately notify supervisor or the applicants designated agent, and the appropriate USFWS office,with the location information and condition of the snake. • If the snake is located in a vicinity where continuation of the clearing or construction activities will cause harm to the snake,the activities must halt until such time that a representative of the USFWS returns the call (within one day)with further guidance as to when activities may resume. cPo IF YOU SEE A READ EASTERN INDIGO SNAKE ON THE SITE: • Cease clearing activities and immediately notify supervisor or the applicants designated agent, and the appropriate USFWS office, with the location information and condition of the snake. • Take photographs of the snake, if possible, for identification and documentation purposes. • Thoroughly soak the dead snake in water and then freeze the specimen.The appropriate wildlife agency will retrieve the dead snake. Telephone numbers of USFWS Florida Field Offices to be contacted if a live or dead eastern indigo snake is encountered: North Florida Field Office: (904) 731-3336 Panama City Field Office: (850) 769-0552 South Florida Field Office: (772) 562-3909 Georgia Field Office: (706) 613-9493 PRE-CONSTRUCTION ACTIVITIES 1. The applicant or designated agent will post educational posters in the construction office and throughout the construction site, including any access roads. The posters must be clearly visible to all construction staff. A sample poster is attached. 2. Prior to the onset of construction activities,the applicant/designated agent will conduct a meeting with all construction staff(annually for multi-year projects)to discuss identification of the snake, its protected status, what to do if a snake is observed within the project area, and applicable penalties that may be imposed if state and/or federal regulations are violated. An educational brochure including color photographs of the snake will be given to each staff member in attendance and additional copies will be provided to the construction superintendent to make available in the onsite construction office (a final brochure for Plan compliance, to be printed double-sided on 8.5 x 11 in paper and then properly folded, is attached). A Photos of eastern indigo snakes may be accessed on USFWS and/or FWC orGADNRwebsites. 3. Construction staff will be informed that in the event that an eastern indigo snake(live or dead) is observed on the project site during construction activities, all such activities are to cease until the established procedures are implemented according to the Plan, which includes notification of the appropriate USFWS Field Office. The contact information for the USFWS is provided on the referenced posters and brochures. DURING CONSTRUCTION ACTIVITIES 1. During initial site clearing activities, an onsite observer may be utilized to determine whether habitat conditions suggest a reasonable probability of an eastern indigo snake sighting (example: discovery of snake sheds,tracks, lots of refugia and cavities present in the area of clearing activities, and presence of gopher tortoises and burrows). Gp,O 2. If an eastern indigo snake is discovered during gopher tortoise relocation activities (i.e. burrow excavation), the USFWS shall be contacted within one business day to obtain further guidance which may result in further project consultation. 3. Periodically during construction activities,the applicants designated agent should visit the project area to observe the condition of the posters and Plan materials, and replace them as needed. Construction personnel should be reminded of the instructions (above) as to what is expected if any eastern indigo snakes are seen. POST CONSTRUCTION ACTIVITIES Whether or not eastern indigo snakes are observed during construction activities, a monitoring report should be submitted to the appropriate USFWS Field Office within 60 days of project completion. The report can be sent electronically to the appropriate USFWS e-mail address listed on page one of this Plan. *� ATTENTION „I,/ ,_:.- s.-,_ _____ _,.._ 73, - 0,, '' ,.. Federally-Threatened Eastern Indigo . Snakes may be present on this site! . Killing, harming, or harassing eastern indigo snakes is strictly prohibited and punishable under k ,, State and Federal Law. If you see a LIVE eastern indigo snake on the site: • Do NOT attempt to touch or handle the snake. Stop land disturbing activities and allow the snake time to move away from the site without interference. • Take photographs of the snake,if possible,for identification and documentation purposes. • Immediately notify supervisor/applicant,and a U.S. Fish and Wildlife Service(USFWS)Ecological Services Field Office,with the location information and condition of the snake. • If the snake is located near clearing or construction activities that will cause harm to the snake,the activities must pause until a representative of the USFWS returns the call (within one day) with further guidance. If you see a DEAD eastern indigo snake on the site: • Stop land disturbing activities and immediately notify supervisor/applicant, and a USFWS Ecological Services Field Office,with the location information and condition of the snake. • Take photographs of the snake,if possible,for identification and documentation purposes. • Thoroughly soak the dead snake in water and then freeze the specimen. The appropriate wildlife agency will retrieve the dead snake. DESCRIPTION. The eastern indigo snake is one of the largest non-venomous snakes in North America, reaching up to 8 ft long. Named for the glossy,blue-black scales above and slate blue below, they often have orange to reddish color (cream color in some cases) in the throat area. They are not typically aggressive and will try to crawl away when disturbed. SIMILAR SPECIES. The black racer resembles the eastern indigo snake. However, black racers have a white or cream chin,thinner bodies,and WILL BITE if handled. LIFE HISTORY. Eastern indigo snakes live in a variety of terrestrial habitat types.Although they prefer uplands,they also use wetlands and agricultural areas.They will shelter inside gopher tortoise burrows, other animal burrows,stumps,roots,and debris piles.Females may lay from 4 to 12 white eggs as early as April through June,with young hatching in late July through October. PROTECTED STATUS. The eastern indigo snake is protected by the USFWS, Florida Fish and Wildlife Conservation Please contact your nearest USFWS Commission, and Georgia Department of Natural Resources. Ecological Services Field Office if a Any attempt to kill,harm,harass,pursue,hunt, shoot,wound, live or dead eastern indigo snake is trap, capture, collect, or engage eastern indigo snakes is encountered: prohibited by the U.S. Endangered Species Act. Penalties include a maximum fine of$25,000 for civil violations and up to Jacksonville,FL,(904)731-3336 $50,000 and/or imprisonment for criminal offenses. Only Panama City,FL,(850)769-0552 authorized individuals with a permit(i.e.,Recovery[10a1A] or Vero Beach,FL,(772)562-3909 HCP ITP[10a1BD,or an Incidental Take Statement associated Athens, GA,(706)613-9493 MUli.V x.K WE with a USFWS Biological Opinion may handle an eastern indigo snake. If you see a LIVE eastern indigo snake If you see a DEAD eastern indigo snake Description. The eastern indigo snake is one on the site: on the site: of the largest non-venomous snakes in North America,with individuals often reaching up to • Cease clearing activities and allow • Cease clearing activities and 8 feet long.They derive their name from the the eastern indigo snake sufficient immediately notify the supervisor glossy,blue black color of their scales above and uniformly slate blue below. They often time to move away from the site or designated applicant/agent,and have orange to reddish coloration in the without interference. the USFWS Field Office (see throat area, yet some may only have cream • Personnel must NOT attempt to below for contact information), coloration on the throat.These snakes are not touch or handle snake due to with the location and condition of typically aggressive and will attempt to crawl protected status. the snake. away when disturbed.Though indigo snakes • Take photographs of the snake, if • Take photographs of the snake, if rarely bite,they should NOT be handled. possible, for identification and possible, for identification and documentation purposes. documentation purposes. Similar Species.The black racer is the only • Immediately notify supervisor or • Thoroughly soak the dead snake in other solid black snake resembling the the applicant's designated agent, water and then freeze the eastern indigo snake.However,black racers and the appropriate U.S.Fish and specimen.The appropriate wildlife have a white or cream chin, thinner bodies, Wildlife Service (USFWS) office, agency will retrieve the dead and WILL BITE if handled. with information regarding the snake. Life History. The eastern indigo snake location and condition of the snake. occurs in a variety of terrestrial habitats. • If the snake is in a vicinity where USFWS Ecological Services Field Offices Although they prefer uplands, they also use clearing or construction activities to be contacted if a live or dead eastern wetlands and agricultural areas. Eastern will cause harm to the snake, the indigo snake is encountered: indigo snakes will often take shelter inside activities must be paused until a gopher tortoise burrows and other below-and representative of the USFWS Jacksonville Office:(904)731-3336 above-ground refugia, such as other animal returns the call (within one day) Panama City Office:(850)769-0552 burrows, stumps, roots, and debris piles. with further guidance as to when Vero Beach Office:(772)562-3909 Females may lay from 4 to 12 white eggs as activities may resume. Georgia Office:(912)403-1873 early as April through June, with young hatching in late July through October. Gp,G Killing, harming, or harassing indigo ATTENTION: snakes is strictly prohibited and punishable under State and Federal Law. THREATENED EASTERN INDIGO SNAKES MAY BE Only individuals currently authorized to handle an eastern indigo snake through PRESENT ON THIS SITE! an issued Incidental Take Statement in association with a USFWS Biological Opinion, or by a Section 10(a)(1)(A) `.. permit issued by the USFWS,are allowed `"i to do so. Legal Status. The eastern indigo snake s. a° y< is classified as a Threatened species by r both the USFWS and the Florida Fish and Wildlife Conservation Commission. ��f„f "Taking" of eastern indigo snakes is prohibited by the Endangered Species Photo:Dirk Stovl:,i:011 Act without a permit."Take"is defined by the USFWS as an attempt to kill, harm, harass,pursue, hunt, shoot,wound,trap, Please read the following capture, collect, or engage in any such information provided by the U.S. conduct. Penalties include a maximum fine of$25,000 for civil violations and up to rt # " Fish and Wildlife Service on $50,000 and/or imprisonment for criminal standard protection measures for offenses,if convicted. the eastern indigo snake. GAG IQ Improvements - Pine Ridge and I-75 Best Management Practices During Construction /Frac-out Contingency Plan November 2024 1. Best management practices for erosion control shall be implemented and maintained at all times to prevent siltation and turbid discharges in excess of State Water Quality Standards, pursuant to Rule 62-302, F.A.C. All practices shall be in accordance with the guidelines and specifications described in the State of Florida Erosion and Sediment Control Designer and Reviewer Manual, FDOT, FDEP (2007), available on the Florida Department of Environmental Protection (FDEP) website at http://www.dep.state.fl.us/water/nonpoint/docs/erosion/ero sion-inspectors- manual.pdf. Methods shall include, but are not limited to the immediate placement of turbidity containment devices such as turbidity screens, silt containment fences,hay bales, and earthen berms, etc.,to contain the drilling mud. Earthen berms shall not be utilized as to impact wetlands or other surface waters as defined by Rule 62-340, F.A.C. Following the completion of construction, the Permittee shall be responsible for the removal of the turbidity barriers and shall correct any erosion or shoaling that has the potential to cause adverse impacts to wetlands or surface waters. 2. Before construction activities begin, silt fencing shall be installed at the limits of all wetlands and surface waters, as shown on the construction plan details. The silt fencing shall be maintained in a visible state and maintained for the duration of construction activities in the area. 3. Horizontal Directional Drill (HDD) construction will occur under flowways and wetlands, as detailed on the construction plans. Prior to commencement of HDD construction, the Project Engineer will notify the Florida Department of Environmental Protection (FDEP) of the name and contact information of the contractor(s) responsible for drilling and for containment and clean up in the event of a drilling fluid frac-out or spill. 4. Collier County Public Utilities(CCPU)will have an appointed construction observer onsite during HDD construction to monitor for frac-outs as well as to ensure that any stored pipe does not damage resources when being pulled in or out from the staging area. CCPU will immediately notify the Project Engineer of any unforeseen events,environmental concerns, or non-compliance issues. 5. The Project Engineer shall have the authority to cease any and all phases of construction until any problems are appropriately addressed to avoid or minimize impacts to water quality, benthic resources, and wetlands. 1 Proj-fma/20203067-044/Permitting/Environmental/ACOE 6. At all times reasonable protection measures will be taken to avoid impacts to the surface waters and contiguous wetlands. This shall include,but is not limited to,CCPU contacting the Project Engineer who will have the authority to halt construction and/or drilling and require placement or maintenance of turbidity containment devices. 7. The contractor shall ensure that a Spill Kit (i.e. absorbent pads/booms, goggles, gloves, etc.) shall be onsite and available at all times during active construction. 8. A vacuum truck must be on call and available at all times of HDD construction. 9. Excess drilling fluid shall be confined at the entry and exit locations until recycled or removed from the site. Precautions shall be taken to ensure that drilling fluid does not enter any roadways, creeks, drainage system, or body of water. 10. The contractor will continuously monitor drilling mud fluid volume. All drilling fluid is to be accounted for using volume measure devices to immediately detect frac-outs. If the return drilling mud/fluid is less than the projected amount to be recovered or if a"frac-out" is determined, then CCPU shall immediately notify the Project Engineer and instruct the Contractor to begin his/her search for the missing material. 11. If a frac-out occurs during construction activities, CCPU shall notify the U.S. Army Corps of Engineers(ACOE)and Florida Department of Environmental Protection(FDEP)within 24 hours of the occurrence. The notification shall include the time of the frac-out, the response time of remediation, and the environmental conditions of the affected area. 12. The Drilling Mud Containment/Recovery Plan shall include: a. All construction activity contributing to the frac-out shall cease immediately. b. If the frac-out impacts uplands,pursuant to 62-340 FAC,recovery of the material shall commence, via a vacuum truck or by utilizing the Spill Kit noted above, immediately. c. If the frac-out impacts wetlands or other surface waters, pursuant to 62-340 FAC, containment of the material shall immediately commence, utilizing turbidity containment devices. Turbidity containment devices shall include but not be limited to turbidity screen, silt containment fence, hay bales, and earthen berms to surround the area. Earthen berms shall not be utilized as to impact wetlands or other surface waters, pursuant to 62-340 FAC. d. The Permittee shall then notify ACOE and FDEP immediately to discuss remedial actions. 13. After containment/recovery of the drilling material, a detailed written report shall be submitted to ACOE and FDEP within 10 business days, indicating the location of the frac-out,the amount of drilling mud discharged and the amount of drilling mud recovered, the process in which the drilling mud was recovered, and the area affected by the drilling mud discharge. 2 Proj-fma/20203067-044/Permitting/Environmental/ACOE G10 14. When the directional drilling at a site is completed,the bentonite clay used in the directional drilling process shall be collected in storage tanks. It shall be recycled or disposed of in accordance with the criteria of FDEP's solid waste rules. Drilling fluids shall be completely removed from the construction site prior to back filling or restoring of the site. 15. All areas disturbed by the construction activities shall be stabilized to control erosion and shall be completed no later than 72 hours of attaining final grade. Stabilization shall be accomplished by sod, seed or affirmative plantings to prevent erosion, siltation, and turbid run-off. 3 Proj-fma/20203067-044/Permitting/Environmental/ACOE IOIINS®N - a ,,,v ENGINEERING' Ic� py M _ aw rrvc xeenwq N STATE OF FLORIDA 4 �� Rv. ��anm �,�_ ..e.� :._..IP.ne Ridge Rd :..: r a cou vetoers .am d • �F xx.,w c PROJECT I L. r,„„„,oar• "�....r.� a.. nCITOIC,e.[a �.LOCATION Sheet List Table '�^"""" I m riauu[m '� "^a uu rm ue wT Sheet Number Sheet Tide "a • {�s�,1 01 Location Map \ I . / ... §{ ..arm ar_ +� 0] Soils ea u>... •cuaran .ru[asnar Si u 03 USGS Quadrangle Map -" 04 FLUCFCS and Plan Yew Map L.. •or,,, wrraal MACH r ra II' 05 FLUCFCS and Plan View Map Y.o ...a. Golden Gate E kwoy j..) -, 08 FLUecti aISTeble or.e 7 ,' .. — o -- — 07 Directional Drill Profile """" • U' s� 08 Trench Section "�1O° Pauxaa �� I y`Jl 4,�.L nr .MACS STREET MAP ..4 .,.i. N.T.S. uar SR 848 --. a r a.nun aura -1 I EE COLNTY P ''. x.ar a y SR 846 ,..FP, j .0 w HENDRY COUNTY j ,, E N LL j I Golden tars c 1 Gate Hlvd el I ' r.r > a 4 .rv.a. a4. if U _..CO Cl a 0.1 m PROJECT S f✓ F" / 0 oy LOCATION 11' I c. / o• 51111111 ?J...._.'+ _� .. m / PROJECT err — _ PINE RIDGE RD,,,,_... 1,4 T,..1 Gulf of 11 �,..__._..,. ._. 41 •/ < 1C IIIIIII Mexico -A- 7 I nwrncoecaoNrY - p ' 3,,,,,,, NOTES' COLLIER COUNTY VICINITY AERIAL ThesePROdrawings are for permitting purposes only N.T.S. ECT ' 020FILEN. MY. N.T.S. and are not intended for construction use. acne. Am REGISTERED PROFESSIONAL ENGINEER SECTIONS 7 & 8; TOWNSHIP 49 SOUTH; RANGE 26 EAST DRIVING DIRECTIONS: FLORIDA LICENSE NO.USSR LATITUDE 26.211830', LONGITUDE —81.736133' At the intersection of Pine Ridge Road and Interstate 75 Location Map (Exit 107). WIWAM HURRICANE s4uu,PE DATE ameerxuaso 01 \\n 8,8\'",,8.�8vmasm-.8,P...,armmwl-oe.em I....a ter.w,I w,H,Is vn-aa., CfO / a 99 _ \ \ JO HN S®N ENGINEERING 27 r. T / �: 7/ /74 K.— • 1 99�25D DD r --�1 -D) l e - .r e /i / A t Y4 :,..',/: .,-,:. , tQ V ,N , 'i. ,. .PROJECT CENTERLINE 1�. i 7 j l/ / / 0. c�o :.,,',,:.4:,',,'.::./,2,/,. ilj / /7 me .,!1,, / //. — / /// U , % /' 1 1 2 HOLOPAW FINE SAND.LIMES1 ONE SUBSTRATUM YES / / ' iii:;;>::.2.,,,`, '2/// . , , , nLa No. NOTES ❑ D TO 2 PERCENT SLOPES YES 1. THE SOILS INFORMATION SHOWN WAS PROVIDED BY THE SOILS ID M YES NATURAL RESOURCES CONSERVATION SERVICE(NRCS) PINEOANNE SAAB UNESSTONESURSCRAnn o0TTO z PERCENT SLOPES YES SOIlS Map WEB SOIL SURVEY. SOILS POLYGON Q is OLDSMAR NNE SANO,0 TO 2 PERCENT SLOP. NO REGISTERED PROFESSIONAL ENGINEER 2. THE AERIAL PHOTOGRAPHS SHOWN WERE PROVIDED BY ND A NALA.,R.HIGH.FINE SANDS NO FLORIDA UCENSE NO. BESB COLLIER COUNTY GOVERNMENT AND WERE TAKEN IN 2024. HYDRIC SOILS ® YES 23 BOG,RMERA LIMESTONE UBSIRATUDM.AND GORE,.FINE sw0S.SEPRESSIONAL YES RIWAY HURRICANE SAUY,PE xxi er xuxerx 27 HOLOPAW FINE SAND 9 TO 2 PERCENT SLOPES ES 33 URBAN,.NOLOPAW 0.INGERCOMPLEx UNRANKED 02 \\......ny\lounmeno-oNw......nMmW»L.G.uxaeq(sou)an.m A pu-ESA. BB WATER UNRANKED GATE GPI.: i ( • JOHNS I ENGINEERING) • • e ,4 , i . I 9 7 x • \i . 0 ,;;. "II ; (INTENDED DISPLAY SCALE ,_,Doo) e� • \.,.) , • • • t•,` ••• _NOTES ES �._ _ - ...� . .. E MEADE NW • I =a '` �i)I� INFORMATION SYSTEM( BI 1 AND BOUNDARY _ • y AND WBY THE PROVIDED E LAND LA NS. 1 • • • l PROJEC/TY�ENTERLINE- N 4 g a • Ij 1e. n •• U . 11111 x �i iifiE5I i 6—,-. f .._.---JL_ ._......-...-. -.._.. .�_. - SCALE Oa Shwa kf � ac ^T�� -�S ^II 1 — 17 f USGS _,{„ ,:1 ^ °3,..._ uadr 9 P L • ,...'FLORIDAREGISTERED LICENSE PROFESSIONAL eeisENGINEER • 4. -�__ .._....__�_.. Ti 1'. wAN HURRICANE SAWA PE .waN.we• II MM r •II _._._.. I__—... II II 6•0 IF • 03 \VmmW nua..s•1N=•6maw b«\E...,..,.�nmrmae=a.u.M.(awa) ..A,A_.-e.»r, I I. • .I. 1. {I' I ,I• .,`DATE • _ r r 1C)1[�tit)N C` 5 "I t'i • • . ENGINEERING Le? li • oPtj Tagil t �,III';� +f. •i 01 , ' )' ado 1. SCALE IN FEET ;�+ t ..s ), ,� F x ill?,y • ct LIV NGSTJN WOODS LNy t ,./ •! + ! N t . '2 t a .,5♦ , isf i \_ rs' iv; R y'. !; e• -° ;, G "III El F,M .e*y .,^,"'4C• l_. 'f,i t,, .i,- -. ';,t r, . ,,,, • -.'- st,,,,,,,k, ,, 8 ,*,,,O,o '' t ,t-ram' 05 . )1' -f . SH T06 �� �E' III �,,�t� 's 7- ? DIRECTIONAL '. a ♦ ' i U ..—11F - �' a DRI qF _ -Y�IiY� .,fir r�tIg "'y. s 'gyp}.' _�_. n DIIDIID—LErY OR i Y L 1w _ I r ,,�., + �¢ I 1iiH yt. er' 'r • . ., .1.. r • •.• �' .. { N A i1 • 1 Legend .r• v' M a ii Y����� - ,I t P Hvryaov A WOODS WAY i i .ter; R v�vo.ea t�geuon a _ j' .: !i ,�, • ,�.��1'i'�, I e J ES (D HDD ertry/exI Tom' • " ) y'(e wsheet 07 for F CFCS eCk and other notes. h o LICENSE n0 an.TERED PROFESSIONAL i S 2.See Sheets 08-09 for proflevaws Temporary dell on ♦ M (• t. ! Key Sheet 3T serial photographs shownwere provgeE eY , • 1' Lluu Bvssc.nE9Wu P.E. ESA!M ben ]0]3 MetclYines •y t '1•1- . iE • ar¢r MINIM J • ry 04 k r C1() \y 4 .� : - 'tE .• .I. "/* .'.. v .. ENGINEERING Air "5C •t'; • / * � Alik ` st rs.. ' , . ice's:' •` A {,e.wil < _ .,} ""r. - 4�"yw' ..n- -Y .t . >R. W. 1`-�.J`•r,e.- .,� ,sew !t , f � � t= t ,- .....r.,x.., a �.� at t J3 ab; .x .�. ray. "�? �.\i,yi � Aem gg 0. 25.ye50• .. a M. •� v . 'py�� A... . r ' r �111� "y^ SCALP. .: .,fNf FCT eta � e ' Aadr7K3 v 4000-4 - - - - ow Allw �J y Yitdid Ai I1°- a#g PINE RIDGE RD I P' wwwwwwww• Proposed vrigaEon CL O Temporary dill pi[ 3 PINE RIDGE RD h V o .IIR ter, f it 11 g, t FLUCFCS division Q HDDentrylee f C n-Q rZf ` _a o ; ' i 0 i m ! ,far 8111111 510 - ,..41. ,e. a 4 f ��,}r „., m 'sw-, Ar - •` f -Si14'^I�ul 14 ' Z 3 814 ,,. lai en, "411. rV.t<4sa, 814 FT' 7ihi m. �y p - ` "f f - 4 rr� 4a W, , -''4. A Ik I g■■■■■ a t NOTES ' ,xyt „.ap.,norm arrow and scale Dar apply to both ac,ae,FRI:DEcrxa mmN a mock REGISTERED PROFESSIONAL ry �i PI FRIDGE RD - sass sneero for FLueFesrnda end anarnolea. FLORIDA ucwSE No.eases ENGIRDED FLUCFCS and 9 I Plan Mew Map 1 i ' y J.See sheets oaUg for profile Taws, wLLIAU HURRICANE SAUD.P.E. .The semi phwogr'Pe shorn weram000ad DV Sow ESRI eM were taken in202]. .6.,wx,.a 05 — tfmrn T -: ''' A4 Vim ..•44. r ' r J NGINEE RING { +rN .; �-• Z �] ENGINEERING i'k .,'. PAONE au nee. z N. 4,0* . . Milli 1 1/t1 r II .1, 1 r ss Y L y l 814 411 'r it : d ., .a""� 814 is}'. PI ,. : 1441-1/ 44 (5 F rq, PINE RIDGE RD fie Illk �. _ } W,� N N a fa► W � r O lit .,,, ... tP . A ` ... 1 M O Y ' -• I� OTES n E U t>" .and scale ear Legend C d) 9 pp m'if el w nth o_— p ': - 2.Se Sneer DT for FLUCFCS redz ens inner notes. - Proposed engedon CL=Temporary drill pit U .� \r' 0 25 50 s 3 See Sneers 03E9 tor Pottle yews. FLUCFCS dioslon Q HDD entry/exit '! s ' { a.The sent pwtogral..ehownwere Pr... C•LE IN FEET ESRl end were taken m23. a ---' Mamnllnes 1 a I n • 111*."'IC• ,4 0, z Ill 814 t. .....411,,, R !`TV,.ij,� 814 tt U i� - 2 L 510 �..� . Y���.! SW-2 f 't 4111 <0.01 ace TEMP.DRILL PIT os € 4WD a PINE RIDGE RD I roe... .aw, �Jg Ts••A 4 . _ .Rae ww . .14, REGISTERED PROFESSION. g IV,t t, /' - FLORIDA LICENSE NO.86850 ENGINEER FLUCFCS and 9 ... S wuuu uuRRcnuE aeuu.ae. Plan view Map s ,,; Y. •. .,�.;. • •a r W B PINE RIDGE RD DATE .a..e,,..n 41 la IR A inv 06 Cf\Q J(lfiNti(•)N ENGINEERING i+.i z C/ NOTES ��! 11 The naedrawirgs are intended for permitting purposes only and arefended for construction. 2.The FLUCFCS inforneaon Mown le approximate,has not Seen agenq vented or GPS located ate is dated to change. The FLUCFCS!dom...shown was...shed by aerial photo Interpratation,ERE 11.109692-E and nelrl investigatin mar Impacts a.Nomenclature and a uMaooro as per Fie Flo-Ida Lars use Cover and Forma a reao assion System(FLUCFCS)(FOOT, FLUCFC Area in Approx. Approx.cubic S code Description acres Status acres yards s.cono-ammm continuously monaoramrng mw nuia vowme.al m 411 Pine flatwoods 0.03 N - - ulnegud to be accounted for using volume measuring devices c v to atehr detect rracaum.Contractor to Immediately tale N 510 Streams and waterways 0.01 SW - - anro avem any further rc«.om.All ranting turd and Er O 631 Wetland shrubs <0.01 W - - sediment from the mrestioal amhrg operations shall be Dome,nee f 814 Roads and right-of-ways 0.60 N - - of Onti not discharge opueterycnrte wluody ill seems.alto spose o afi SW TOTAL 0.01 - - implement a Fraoaut Pan dying all Roo installationaatoies a N c W TOTAL <0.01 - - 6.Euaotcns reference NOVO 1966,unrta are feel g.-2 2 TOTAL 0.65 - - 11Gcu„ro a K 0 Impact totals 0.00 0.00 er�c,Horizontal eai Mara ^Raall rob ces c N N Non.Iurisdictional,W=Wetlands SW=Surface watersii d 0 ,. .. _ U $,,,,, 1 11111 98 gin... a 7 -044 MEMO 0740. OiNE6R eoalonucexsrao.anew FLUCFCS Table vauLM HURRICANE SAUK PE. and Notes DATE sreerxueeaa s 07 )l1I INHON ENGINEERING! 40 Pine Ridge Road Sta: 124+00 to Sta:150+00 Her.Scale:1.=ZOO V.D.Sal.:1"=10 ?� I 40 S _— _... 1-75 SOUTH 1-75 NORTH _. _._. 3B BOUND LANE BOUND LANE .36 x 1-75 OFF RAMP'''"""'''��� - EXISTING GROUND 3; 30 \ OVER PROPOSED PIPE 30 IIIMP 24 20 20 20"IQ-PVC DRIB .N -20"IQ PVC DR18 - - 20"IQ-GATE VALVE 20"IQ-GATE VALVE - .e 0 l • 0iI a° o N O U U -" 0 - sws - -,G a1111111 N z m0 ,e ¢ 20— -20 tt tl 1111111 24"10 HOPE DR7 7 RIIIIIIII Fitch. mum 124+00 126+00 128+00 130+00 132+00 134+00 136+00 138+00 140+00 142+00 144+00 146+00 148+00 150+00 M.„- DIRECTIONAL DRILL INFO: ].'10-HOPE DR) 2.321 L.F.ENTRY TO EMT DISTANCE Directional Drill V ENTRY/EXIT ANGLE 1.500.VERTICAL RADIUS(NON-COMPOUND) Profile 4.000.HORIZONTAL RADIUS(NONE-COMPOUND) GISTSRUNES ED PROEESSIONAL ENGINEER UNDER30.DEPTH EXISTING ON I OFF RAMPS ttORIOADCENSE N0. 5 15'MIN DEPTH UNDER CANAL BOTTOH PIPE BALLAST MUST GE USED DU120..LBS MAX PULL BACK CRING PULL BACK WIWAY HURRICANE SALLY,PE PP., Hi E14L40L 08 \\gm.UI.0o".q.\w20\1a2owe7-0.0\OMB."m•nm\2020.3.157-0,r,.Main Om).A.P ss,m.-..if.. DATE G D IOIINSON ENGINEERING TEMPORARY `°'�"`°'°': SPOIL AREA 7 0 N.G.(UPLAND) re ; \ N.G.(UPLAND) r 1 sCt 36 MIN. COVER tip PROPOSED IQ MAIN - V 0 co co C cro E c4 L N ` o-S NOT TO E PIPE TRENCH EXCEED 41 (FILLED AFTER INSTALLATION) O a.o U I'll It SECTION A-A U z 11111111 MUN PROJECT.. 10.2.61.4 FILE. 07-1.1 Trench Section REGISTERED PROFESSIONAL WIWASI HURRICANE SAUN,PE %.nxuueen 09 DATE CEO NOI ERP (FDEP) Permit Section 7 I-75 & PINE RIDGE PERMITS TO BE AQUIRED BY DESIGN TEAM �.R,r) IQ MAIN RELOCATION DEPART^ FLORIDA DEPARTMENT OF RonDeSantis oho° 'Fti� Governor Environmental Protection z Jeanette Nunez L � South District Lt.Governor POD.eNTAL s"" PO Box 2549 Fort Myers FL 33902-2549 Shawn Hamilton SouthDistrict@FloridaDEP.gov Secretary November 26, 2024 Collier Co Utilities c/o Kyle Philpot Johnson Engineering, Inc. 2122 Johnson Street Fort Myers, Florida 33901 krpAohnsoneng.com File No.: 0453148-001 EG, Collier County Dear Collier Co Utilities : On September 11, 2024,we received your notice of intent to use a General Permit(GP), pursuant to Rule 62-330.457, Florida Administrative Code to perform the following activities: To install via HDD methodologies an approximately 2,321 linear foot 24-inch diameter HDPE irrigation main along Pine Ridge Rd, continuing beneath I-75 with portions below stormwater ditches/canals, with bore pits in uplands, Class III Waters, Section 07, Township 49 South, Range 26 East, Collier County. Your intent to use a general permit has been reviewed by Department staff for three types of authorizations: (1)regulatory authorization, (2) proprietary authorization (related to state-owned submerged lands), and(3)federal authorization. The authority for review and the outcomes of the reviews are listed below. Please read each section carefully. Your project did not qualify for the federal review portion of this verification request. Specifically,the activity is not covered by the State Programmatic General Permit. Additional authorization must be obtained prior to commencement of the proposed activity. This letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. Please refer to the specific section(s) dealing with that portion of the review below for advice on how to proceed. If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior to beginning your project if you wish to make any changes. If you have any questions regarding this matter, please contact Matthew Erb by telephone at (239) 344-5627 or by e-mail at Matthew.Erb@floridadep.gov. 0,0 File Name: Collier Co Utilities File No:0453148-001 EG Page 2 of 5 1. Regulatory Review—APPROVED Based on the forms, drawings, and documents submitted with your notice, it appears that the project meets the requirements for the general Permit under Rule 62-330.457, Florida Administrative Code. Any activities performed under a general permit are subject to general conditions required in Rule 62-330.405, Florida Administrative Code (attached), and the specific conditions of Rule 62-330.457, Florida Administrative Code (attached). Any deviations from these conditions may subject the permittee to enforcement action and possible penalties. Please be advised that the construction phase of the GP must be completed within five years from the date the notice to use the GP was received by the Department. If you wish to continue this GP beyond the expiration date, you must notify the Department at least 30 days before its expiration. Authority for review—Part IV of Chapter 373 of the Florida Statutes, Title 62, Florida Administrative Code, and in accordance with the operating agreements executed between the Department and the water management districts, as referenced in Chapter 62-113, Florida Administrative Code. 2. Proprietary Review—NOT REQUIRED The activity does not appear to be located on sovereign submerged lands and does not require further authorization under Chapter 253 of the Florida Statutes, or Chapters 18-20 or 18-21 of the Florida Administrative Code. 3. Federal Review—SPGP NOT APPROVED Your proposed activity as outlined on your application and attached drawings does not qualify for Federal authorization pursuant to the State Programmatic General Permit and a SEPARATE permit or authorization shall be required from the Corps. You must apply separately to the Corps using their APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT, ENG FORM 4345, or alternative as allowed by their regulations. More information on Corps permitting may be found online in the Jacksonville District Regulatory Division Source Book at: https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/. Authority for review—an agreement with the USACOE entitled"Coordination Agreement Between the U.S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection, or Duly Authorized Designee, State Programmatic General Permit," Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Additional Information Please retain this general permit. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the File Name:Collier Co Utilities File No:0453148-001 EG Page 3 of 5 activities are not in compliance, you may be subject to penalties under Chapter 373, Florida Statutes, and Chapter 18-14, Florida Administrative Code. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action,the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none,the petition must so indicate; (e)A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f)A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g)A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard,Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. File Name: Collier Co Utilities File No:0453148-001 EG Page 4 of 5 Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62- 110.106(10)(a). The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention(in a proceeding initiated by another party)will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you do not publish notice of this action, this waiver will not apply to persons who have not received written notice of this action. Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency Clerk@dep.state.fl.us, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. FLAWAC Review The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. cG) File Name: Collier Co Utilities File No:0453148-001 EG Page 5 of 5 Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68,F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel (Station#35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. Executed in Lee County, Florida STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Sincerely, v 7: C e e A Daniel Sensi Environmental Administrator South District Enclosures: 9 Project drawings 62-330.405, Florida Administrative Code 62-330.457,Florida Administrative Code CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments, including all copies, were sent to the addressee and to the following listed persons: U.S. Army Corps of Engineers, Fort Myers Office, fdep.other@usace.army.mil FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52(7), F.S.,with the designated Department clerk, receipt of which is hereby acknowledged. November 26, 2024 Clerk Date GP© M1'oRP ee r� r o � a 04531.0 1EG °_ are JJNf1thA Mons II ) gyyrUe� 02 Soilsn1 3� .mot 03 USGS Quadrangle Map oR '"mow y 04 Key Sheet u.+ ,vnuR ._ ap IL to 05 FLUCFCS and Plan View Map sire— Bran..Baca m —i / Oa FLUCFCS and Plan View Map wIw lama Gate arkw y _ ;_ - >_ --\ 0] FLUCFCS Table ""' _ 08 D rection&Drill Profile "'"' -= ,- i 75 09 Trench Section oBLNm .. _ 1 SARASOTA a ,�,, STREET MAP B • __-..._". N.T.S. Roma ti SR 8445 �\ B.Pl.BLUR .„ o kLEECOUNTY , r 'us; 01_ - � ..n NENDRY COUNTY m 0 ''' .1 ItirtrUdq p �• , w E m LLI n 1-75 = d o O TL_ a \. PROJECT m / a Rom',' / t o Jby, LOCATION m x4 • / .�� O / PROJEL'T��`--I __ PINE RIDCE RD L-,-... m _ .. -___ 8 / -LocnrtoN ..? ,,\'' 6 f ( / I y Gulf of + T-Us 1 - .__. Mesiao - -0- MONROE COUNTY — — 1 NOTES COLLIER COUNTY VICINITY AERIAL 1\ These drawingsare far permittingonlyN.T.S. ion NT,S FILL NO. 074.3e SCALE wv.. and are not intended far construction use. REGISTERED PROFESSIONAL ENGINEER SECTIONS 7 & 8; TOWNSHIP 49 SOUTH; RANGE 26 EAST DRIVING DIRECTIONS: 5ORIDO LICENSE No.Besse LATITUDE 26.211830', LONGITUDE -81.736133' At the intersection of Pine Ridge Road and Interstate 75 Location Map (Colt 107).s WILLIAM HURRICANE SAuu.PE DATE 01 \\'.oI\oa.iUpco:cvcsoE,-ccsU a.m..wl\m 0000-c_c,wuay NW..ual ea Ma aI.RN-x.epen Cp0 O Pa R 99 OMER 27 /,:::; / ENGINEERING SouthOIfL t /'i/ // /FDrtMYe rt... y$ A ,� T'T.II"r tj� ii// / 14 aw..:13. 33 / O J '' • I `S . �: w ,/:./ ? ti.wa 1644 / j svr4t 4v !ROJEOT CENTERLINE >/ L20i I 0 25 / / j 1001/./., f / n o - ,'a //r. // j / E,N W / // c , f-,. / 0/1011 //////z/ /// . ; / / / /4/11'i ,mini_ ////,./ . . • 7' ' " //,,,,,,/,,> 9 9 /t ,;,/,::',../.....2; :1 '.., 2 / 1/ , ..././/:// / /// / W STATUS i, ME DESCRIPTION HOLDRAW EINE SAND.LIMESTONE SUBSTRATUM YES NOTES E SAND D To 2 PERCENT SLOPES YES 1. THE SOILS INFORMATION SHOWN WAS PROVIDED BY THE SOILS ID ® ESUBSTMTUNLOPEUNO FINE SANDS YES Soils Map NATURAL RESOURCES CONSERVATION SERVICE(N RCS) P1NEDA SLOPES YES WEB SOIL SURVEY. SOILS POLYGON Q is OLDSMAR FINE SAND.0 TO 2 PERCENT SLOPES NO REGISTERED PROFESSIONAL ENGINEER 2. THE AERIAL PHOTOGRAPHS SHOWN WERE PROVIDED BY HYDRIC SOILS ® n Ff DRUM AND MALABAR.NIGH.FINE SANDS NO FLORIDA LICENSE NO.MESS COLLIER COUNTY GOVERNMENT AND WERE TAKEN IN 2024. ZS BOG RMERA.uMESTONE SUBSTRAETUM.AND COPELANOLwE SANDS.DEPRESSION., TES WIWAu HURRICANE SA WA, F aeeFNUXeu 27 HOLOPAY/NE SAND,0 10 2 PERCENT SLOPES u,P 93 URBANUNbX C.ERCOMPLEx UNRANKED 02 \\N.NI\Do-�ry.\2o:oVorowEl_NDI\OO .UN\YNUOOET-o.._Em�SNAP(000SI mm+M 2].N:.-SPOON SR WATER UNRANKED DALE 4•A Permit ry,mb i +... _. ENGINEERING 0453148-0 1 EG �' .w • f 1 Sauth I!trlU • Fart MY:rs o • • • e.e.a;•= • ''',•ntal vs° • ♦ 1 • . • 9 7 I r _ 1 �, ( D z�SD '- g .. • (INTENDED DISPLAYSCALE 1 ,000') p j • U n' •• • NOTES -- "— - ---- _ —1 THE USGS QUADRANGLE MAP SHOWN IS BELLE ME E NW AND WAS PROVIDED BY THE C l' • —��' y +tr} ---..._...._, INFORMATION SYSTEM(LABINS).DAND BOUNDARY �s_ i;:,l� Q— It}'�.;- --arc +r ' -. .. f)3 l . -i • _ _.., r,E .' _ ,,/ PROJECT CENTERLINE= . '._.___.._�'�'�_..�..- —' v _` _,.`. —ill. .• , :;..:;:_:.:,..,•-7._ i f.• • _. — • • N n _': 17 { 16 . N w E_ ,r .—:ate--ym..e .—. _.._ ______. _. r ..__ W• .. _. . . ICI • 4[ .. 0 R 1. • • II IIm •�', - �: .�.. -=e_ USGS . ----- —" 3 REGISTEREDxEER Quadrangle Map '.-'. .•.—�: • , , FLORIDALICENSE NO 88658 i. ...�__. '_� • • i = meerrvuxeen —• �_ _ .. �_r_�r.--�E 1 -----. WAN HURRICANE sAUN.PE \\,m.+\Naw•�.ma20.61-w.� ,m•..P 202..,.>-0.. rva..i NUM)a..M 25 m:.-[sawn. p• • i r n' I• IF I I I• • 03 r I DATE GO D' O.P.rr3 � 'o o ' e. Permit Number - -- 0453148-001 EG 1 `� South District = , • j3 +*t ENGINEERING m � 4+ ��} o Fort Myers r "aF . ` t 1' rah tifit 4 IA. as i. 214J tONtAW104S LN /• • In i IA., \7��i R+ .. ,„. ..'I,.4.11k . ft* In. • --, , , `,4„,.. -• It% *lir -;:st . . , 0,41.- ,...s . , ..,.., — . .,. . .: . , , ,,, . .,, , . , ..„, .4 L° - ."~ OS • mot 1 6 r b{ {} SH TO tires„...-"..--.....a.....-d ,-',, .r .:!a .«.r • Of 4 4 ete,„ # r , E ;5•w...• .L -- . •a . PINE RID E RD r. E ,e..a�n+^',+F ._ ;S,k aa. .a. .4 "- j 4 �- U ) a`7 a .F. 1. µel - .'L' . ; 't :F F L i oI R OR1uN¢' . 4}"..'-:, t� ',--d • O »yeaEY,avm U ' s , i id .iii' • - y , N 4 1 t c ; • on DUDLEY D y,/..•'t.r ... i -.j.... i k.. It _ • > 2 y E ._..a _. - Rts`, - e -_ - ;dc , - +• ! NAPAWOODS WAY a _ cc t s. :' , . ,..:1.:Tri'1,0:4 1.. :; :at, .. . g IIIIIIIIIII Valli. i�r Pmpoaed imgadon GL '. eJr ',i9, aeue war.. ^ 4 e NOTES `J HDDentrylexe x .. f, �Yf 4 �,_ ¢, Y .. wSeel OJ for FLUCFC3 fade end other nalea • tR ,3 t ,, i.' r - OisTesED PROFESSION. WEER qI.See Sheets 0SA9 for profile views Temporary don pit Diu.Suan tuxes�u.ve S Key Sheet 3 The serial pPeN9r'PM shmun were WE..h' ' s Y { o ,ESRI eM were take in.3. ---• Nalclimes x '� •+rR DATE ar¢rxuuacn 5 $ s' 4 04 . r i r x€: '. :,; .. *aroma.. . , 1.,.:al - .. � '� Be Pe rt� re`/D e�' R Number 045314e aal EG i- w�r's�t/"+�+1j)'"r`` ' r� ,OI 1 N 5C'I N •;, ENGINEERING �, South District ,I..,- a -'' • M a Fort Myers S .k.' .m . 7� y+ep e. ^e'''•et et o'e 4 �'ram`` •ii. t e . ',r- e.«,,.,a.., slay'" . r ,j` m • • u '.- ,. ."/J/oser. !' �..�� _ M_ tali w:. d ? TEMP DRILL PITY ,,0 ,,, 07 vie PINE RIDGE RD 1_ in 4, .!_ Aity■1 ,. 1 .. - Le9end •6 III Proposed impaton CL[J Temporary dnl pit PINE RIDGE RD Ft CO z ' pyl 4 is , FLUCFCS divi.bn _0 HOD entry/exit E^ O `' a N—LL ssYY —•Matchhnes E0 0" �,�t�t wEr i .fit t;1 d' M 4 —d o 'r 4k. L. t •.`. %1►� Y ' dam;. t..0 ' -:''''' • jii : ...01 ....,. .,.., ,,, . 814 • ,' R. . o n , ,. s J y�y MOJECT NO 33.1030.7 ON {w ' � n..'F .I�. 011t. NJTES SIR x.c xv.._ y i N.�p<m�onneew,.na:wen..epPyro eom ENGINEER REGisTERED PROFESSION. !•PINE RLDGE RD lii • a See Sheet mmr FLUCFCS uu<.m other note. 'ua+o.ucwseno°ease FLUCFCS and 3.See Shoe.oe-os for prole.ew. Plan View Map 1 • I. r t MORN Nunn c<ses<uu PE 1__._-' 'r,". . .<r�pppp.he.he«w<r<Poade o.,E «ff,<a.re ESRI eM were Non n 1013. n I ... VIEW:a- — s if•"'tlil"'1 05 CA° O•Patirh Wo`aPermlt Numbe.1t ' = "i " • JOHNSON 0458148-081 EG q c?� F E NGINEERING South DLaMct S7 �aF * •? ort MY ±_ ^ e...,.u.".na•ntat Gxo/ ItIVT 1 ry i ti' " r. W ii u 631 , 411 814 411 ♦ t. I 14 1 t 0- ,-, fca '>. -o _ ' _ Lr. PINE RIDGE RDfoa etY e}It ..w .4 LO IIN Oa! oa g a .. " " ,41.4 _ ♦ fib i dl I16;., t a Et IrvorEs Legend C '. .:f ).:,. Legend north arrow,a.sole ear epWv to both 0•a_ o r�` a .est. Proposed imgation CL Temporary drill pit () 1.See Sheet 0 tor FLUCFCS b.end other notes. 0 25 3 See Sheen 08Ua for prof kw oiie vs. FLUCFCS dnolon Q HOD entry/exit Sa '/ � ThI Iphot�aphpabown vrere ov dee ny L ry s' SG.LE IN FEET 4i.. Es ---• Matchlines .1�J 111� A 1. ' ( r'��r ".. l'At • ...If . t r s: " °' +i O 3 Yb° 1 •P+yy�r 814 '; 111 U atw�r"e_ ' . L 510 oe ..._ t 9...�� l:' S W-2 ¢ <0all .S SW-2 TEMP.DRILL PIT € R 41'fir: PINE RIDGE RD ` YT—� acAL` Asap 2 0 e ENGINEER n "� LUCFCS and W etZ,, �, . . _. FLORIDAGRID.GERaERG.,,aaP .�. Plan Mew Map 2 MALL SKIM InM RVRRIcnME SM,P.e • ,r...,. ..r, I B PINE RIDGE RD DATE max Osmc. GAO 00Part a' )OI INSON La Perm@ Number ° ENGINEERING 0453148-001 EG South Dist itt 't e^°'Fort Myers °w° aa..a.:'.'t'ar':"� c a �antsI I't° .42 42 NOTES �.�+ 1Tlese drawings are Intended for penning purpoaee only and are notintended for construction. 2 The FLUCFCS intomm M Is edown approximate,Na been r FLUCFCS Area in agencyvenlledorGPslomtedatdisspaeatoMarge`i° v 3 The FLUCFCS inlomeM1on Mown wee eatabllMed try aerie code Description acres Status photo lnterpetatian,ERP n.tnee<g-P,and fed lnvestlgatenl 411 Pine flatwoods 0.03 N 4.Nomemiatpre and delineeaore as per ale Eton.Land doe Cover end Force Claeetkadon System(FLUCFCS)(FOOT, 510 Streams and waterways 0.01 SW IWO) 631 Wetland shrubs <0.01 W e.Atleta°ngaudwretr"bonredtotte',1'°7wexawiMawillx is 814 Roads and right-of-ways 0.60 N ^nv i^ed'wlandandxye^d'oprmnkaadiaoemanara. N -o SW TOTAL 0.01 cnlCipo veto to continuously n �rca rmonitor %i rdolum mud fluid volume al r o W TOTAL <0.01 LI mingnediatelydetectfmcoUta CoMran«toimmedi measuring ces E action to prevent any!Urger frac-out all dolling fluids and °� Sediment from the drMm ial drilling operations Mall be contained N TOTAL 0.66 ,as mudaoprw ten waterbeds oin to"wil�lKBMP and pin= impbment a Frawut Plendre,ell ROD installation enmities a.� o N=Non-jurisdictional;W=Wetlands;SW=Surface waters 7.Elevations rererelxe/MVOOaa,Unts are feet i . I U a Abbreviations CJ a cC==Hoar one pd ...._ .._ Roo Hor nrol oriel UX eNa=Best Management weHer<a •1111 u gg Z 111 g g.1.1. rot tint W,,,,, WALE Am 32.ffl FLORIDA UCESSE no.aeaee INFER FLUCFCS Table g and Notes WILL.HURRICANE BAUM,P.E. 5 4' DATE aepweut 1 07 5 CP'o papa A,°' ENGl NEERO V � EN GIN EERI NGI a Permit Number ° 0453148-001 EG M South District , ``•""MEN' Fort Myers °'"•etas fr. Pine Ridge Road Sta: 124+00 to Sta: 150+00 40 --- _ Hor.Scale:1":2W Vert.Sub:t'=1a 40 , I z -75 SOUTH"`� /— 75 NORTH - - - - -- eR BOUND LANE \ / BOUND LANE _ g,, S 88 1-75 OFF RAMPi i - - EXISTING GROUND - .TO 30 OVER PROPOSED PIPE 30 `�" _.. I-75 ON RAMP ,; '(�Q.l+ 24 20"IO-PVC DRIB y -_—20'IQ-PVC DR18 __ _ __ _... _ - 20"10-GATE VALVE 20"IQ-GATE VALVE x ,.; 10 h 10 w a n a 1 _ o Eel w r a ovr a o _a o -a U WOU h �O ,< F.k Is J .w N • Iv - p IR !ill cc t 24"IQ-HDPE DR7 g,,,,,,, Ana a AN FILE Kt VAS. 124+00 126+00 128+00 130+00 132+00 134+00 136+00 138+00 140+00 142+00 144+00 146+00 148+00 150+00 .... J.E^^.^ DIRECTIONAL DRILL INFO: 2M'ICI-HOPE DR, 2,321 LE. (STANCE Directional Drill ANGLE (NON-COMPOUND) Profile 4.000.HORIZONTAL DIUS(NONOOMrgUND) ENGINEER FLORIDA50'MIN OEPTX UNDER PS TRAVEL UNES LICENSE NO.PROFESSIONAL 30(DEPTH UNDER EXISTING ON/OFF RAMPS 10 MIN DEPTH UNOER AL BOTTOM niErr MBMBEM 120E00 OS MAX PULL BACK FORCE wlw.Eu HURRICANE sAuu,PE PIPE BALLAST MUST BE USED DURING PULL BACK 08 \\m,.ono,EAR 2NNC NNOAMRT-ou\rn+erm..Mnimdana,u..URDAR Dccl In Jun a EDGE-Ea." DATE cPt° u v. 'D' Eta°� Il?I I\�l�l�l 4 Permit Numbe ENGINEERING 0453148-001 EG H, South District t .. Fort Myers : TEMPORARY e SPOIL AREA Fort tal rs a xo N.G.(UPLAND) 1 N.G.(UPLAND) V • ti COVER PROPOSED IQ MAIN UY • 0 • • Ems o g U .. NOT TO PIPE TRENCH O c EXCEED 4' (FILLED AFTER INSTALLATION) 11111111 SECTION A-A Lillilli gIIIIIII PROJECT.. 2020307-044 ME NO 117-612$ SCALE As SA.m. Trench Section RECISglLE CINEER fLOR10A NSE N0.LE659 LAN RNRR�CAHE SAUN,PE eHeeP9uueE9 CLAN 09 \\��\w...q.\cc\wmmib.E\c .ca\ego ,-ai u,uw..aq Er00A y.�++�A mmE-esro, DATE Cr,�J 62-330.405 General Conditions for All General Permits. The following general permit conditions are binding upon the permittee and are enforceable under chapter 373,F.S. These conditions do not apply to the general permit for stormwater management systems under section 403.814(12), F.S. (1)The general permit is valid only for the specific activity indicated. Any deviation from the specified activity and the conditions for undertaking that activity shall constitute a violation of the permit and may subject the permittee to enforcement action and revocation of the permit under chapter 373,F.S. (2) The general permit does not eliminate the necessity to obtain any required federal, state, local and special district authorizations prior to the start of any construction, alteration, operation, maintenance, removal or abandonment authorized by this permit; and it does not authorize any violation of any other applicable federal,state, local,or special district laws(including,but not limited to,those governing the"take"of listed species). (3) The general permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee,or convey any rights or privileges other than those specified in the general permit. (4) The general permit does not relieve the permittee from liability and penalties when the permitted activity causes harm or injury to: human health or welfare; animal, plant or aquatic life; or property. It does not allow the permittee to cause pollution that violates state water quality standards. (5)Section 253.77,F.S.,provides that a person may not commence any excavation,construction,or other activity involving the use of state-owned or other lands of the state,the title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund without obtaining the required consent, lease, easement, or other form of authorization authorizing the proposed use. Therefore, the permittee is responsible for obtaining any necessary authorizations from the Board of Trustees prior to commencing activity on state-owned lands. (6) The authorization to conduct activities under a general permit may be modified, suspended or revoked in accordance with chapter 120,F.S.,and section 373.429,F.S. (7)The general permit is not transferable to a new third party. To be used by a different permittee, a new notice to use a general permit must be submitted in accordance with rule 62-330.402, F.A.C. Activities constructed in accordance with the terms and conditions of a general permit are automatically authorized to be operated and maintained by the permittee and subsequent owners in accordance with subsection 62-330.340(1),F.A.C.Any person holding the general permit,persons working under the general permit, and owners of land while work is conducted under the general permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to sale,conveyance,or other transfer of ownership or control of the permitted project,activity,or the real property at which the permitted project or activity is located. (8) Upon reasonable notice to the permittee, Agency staff with proper identification shall have permission to enter, inspect, sample and test the permitted system to ensure conformity with the plans and specifications approved by the general permit. (9)The permittee shall maintain any permitted project or activity in accordance with the plans submitted to the Agency and authorized in the general permit. (10)A permittee's right to conduct a specific activity under the general permit is authorized for a duration of five years. (11)Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance-based erosion and sediment control best management practices shall be implemented and maintained immediately prior to, during, and after construction as needed to stabilize all disturbed areas, including other measures specified in the permit to prevent adverse impacts to the water resources and adjacent lands.Erosion and sediment control measures shall be installed and maintained in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation, June 2007), available at https://www.flrules.org/Gateway/reference.asp?No=Ref- 04227,and the Florida Stormwater Erosion and Sedimentation Control Inspector's Manual(Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), available at http://publicfiles.dep.state.fl.us/DEAR/Stormwater_Training_Docs/erosion-inspectors-manual.pdf. (12) Unless otherwise specified in the general permit, temporary vehicular access within wetlands during construction shall be performed using vehicles generating minimum ground pressure to minimize rutting and other environmental impacts.Within forested wetlands,the permittee shall choose alignments that minimize the destruction of mature wetland trees to the greatest extent practicable.When needed to prevent rutting or soil compaction,access vehicles shall be operated on wooden,composite,metal,or other non-earthen construction mats.In all cases, access in wetlands shall comply with the following: (a)Access within forested wetlands shall not include the cutting or clearing of any native wetland tree having a diameter four inches or greater at breast height; (b)The maximum width of the construction access area shall be limited to 15 feet; (c)All mats shall be removed as soon as practicable after equipment has completed passage through,or work has been completed, at any location along the alignment of the project, but in no case longer than seven days after equipment has completed work or passage through that location;and (d)Areas disturbed for access shall be restored to natural grades immediately after the maintenance or repair is completed. (13)Barges or other work vessels used to conduct in-water activities shall be operated in a manner that prevents unauthorized dredging,water quality violations,and damage to submerged aquatic communities. (14)The construction,alteration,or use of the authorized project shall not adversely impede navigation or create a navigational hazard in the water body. (15)Except where specifically authorized in the general permit,activities must not: (a) Impound or obstruct existing water flow, cause adverse impacts to existing surface water storage and conveyance capabilities,or otherwise cause adverse water quantity or flooding impacts to receiving water and adjacent lands;or (b) Cause an adverse impact to the maintenance of surface or ground water levels or surface water flows established pursuant to section 373.042,F.S.,or a Works of the District established pursuant to section 373.086,F.S. (16)If prehistoric or historic artifacts, such as pottery or ceramics,projectile points,stone tools, dugout canoes, metal implements, historic building materials, or any other physical remains that could be associated with Native American, early European, or American settlement are encountered at any time within the project site area, the permitted project shall cease all activities involving subsurface disturbance in the vicinity of the discovery. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance Review Section (DHR), at(850)245-6333, as well as the appropriate permitting agency office. Project activities shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, all work shall stop immediately and the proper authorities notified in accordance with section 872.05,F.S. (17) The activity must be capable, based on generally accepted engineering and scientific principles, of being performed and of functioning as proposed,and must comply with any applicable District special basin and geographic area criteria. (18)The permittee shall comply with the following when performing work within waters accessible to federally- or state-listed aquatic species,such as manatees,marine turtles,smalltooth sawfish,and Gulf sturgeon: (a)All vessels associated with the project shall operate at"Idle Speed/No Wake"at all times while in the work area and where the draft of the vessels provides less than a four-foot clearance from the bottom.All vessels will follow routes of deep water whenever possible. (b) All deployed siltation or turbidity barriers shall be properly secured, monitored, and maintained to prevent entanglement or entrapment of listed species. (c)All in-water activities, including vessel operation,must be shut down if a listed species comes within 50 feet of the work area. Activities shall not resume until the animal(s)has moved beyond a 50-foot radius of the in-water work,or until 30 minutes elapses since the last sighting within 50 feet.Animals must not be herded away or harassed into leaving. All onsite project personnel are responsible for observing water-related activities for the presence of listed species. (d) Any listed species that is killed or injured by work associated with activities performed shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1(888)404-3922 and ImperiledSpecies@myFWC.com. (e) Whenever there is a spill or frac-out of drilling fluid into waters accessible to the above species during a directional drilling operation,the FWC shall be notified at ImperiledSpecies@myfwc.com with details of the event within 24 hours following detection of the spill or frac-out. CAn (19)The permittee shall hold and save the Agency harmless from any and all damages,claims,or liabilities which may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any activity authorized by the general permit. (20)The permittee shall immediately notify the Agency in writing of any submitted information that is discovered to be inaccurate. Rulemaking Authority 373.026(7), 373.043, 373.118(1), 373.406(5), 373.4131, 373.414(9), 373.4145, 373.418, 403.805(1) FS. Law Implemented 373.044, 373.118(1), 373.129, 373.136, 373.406(5), 373.413, 373.4131, 373.414(9), 373.4145, 373.416, 373.422,373.423,373.429,403.814(1)FS.History—New 10-3-95,Amended 10-1-07,Formerly 62-341.215,Amended 10-1-13, 6- 1-18. CAO 62-330.457 General Permit for Subaqueous Utility Crossings of Artificial Waterways. (1) A general permit is granted to any person constructing, repairing or replacing a subaqueous utility crossing of artificial waters and residential canal systems,provided: (a) The crossing is not located in Class I waters, Class II waters or waters approved, conditionally approved, restricted, or conditionally restricted by the Department of Agriculture and Consumer Services for shellfish harvesting if the utility line conveys petroleum, domestic wastewater, phosphate matrix slurry, phosphatic clay or sand tailings, recirculated water from beneficiation processes,or other substances which,if leaked,could contaminate drinking water supplies or result in closure of shellfish harvesting waters; (b)The crossing shall be limited to non-navigable watercourses or to those waterways in which navigation can be maintained at all times without the necessity of constructing temporary berms, dikes, or dams,or removing or relocating turbidity control devices to allow boat passage.Customary navigation through the waterway shall be maintained at all times during installation; (c)No dredging or filling shall be conducted in wetlands or other surface waters, located landward of the top of the banks of the waterway.Dredging and back filling of littoral zones and wetland vegetation growing on the side slopes of the artificial waterway is authorized as necessary to install the subaqueous utility line crossing; (d) The maximum length of the utility crossing shall not exceed 150 feet from top of bank to top of bank. Excavated trench dimensions shall be limited to a depth of not more than ten feet below existing bottom contours and a trench top width of not more than ten feet; (e)The maximum width of the area disturbed by equipment during construction shall be no more than 30 feet wide; (f) Temporary or permanent spoil disposal sites shall be located exclusively on uplands and shall be sited, designed, and managed to have the capacity to retain all dredged material;and (g)All previously excavated contours are restored with onsite native backfill, coarse sand, or clean, non-toxic rock bedding or cap material,as appropriate,within 72 hours following installation of the utility line. (2) Installation, maintenance, repair, and removal conducted using directional drilling or jack-and-bore methods under this general permit are subject to the following special conditions. (a)The maximum outside diameter of the cable,conduit or pipeline,including encasement,shall not exceed 30 inches. (b)A minimum of depth of cover, equal to the greater of either five feet, or five times the maximum encased diameter of the utility line to be installed, shall be maintained between the top of the utility line and casing and the soil surface or submerged bottom of any wetland or waterbody being crossed. (c) All work areas associated with directional drilling or jack-and-bore activities, including entrance and exit pits, drill rigs, tanks, pumps, drilling fluid mixing and settling pits, dewatering systems and staging areas for pipe,cables, and drill string, shall be located within uplands. (d) The use of drilling fluids shall not cause or contribute to a violation of state ground water quality criteria or standards, as defined in Chapter 62-520,F.A.C. (e)At least 48 hours prior to commencement of any directional drilling or jack-and-bore activities,the permittee shall submit to the agency the name, as registered with the Florida Department of State, and all-hours telephone contact information of all contractors responsible for drilling and for containment and cleanup in the event of a drilling fluid frac-out or spill. (f) The permittee or the contractor shall, at all times during directional drilling activities, maintain appropriate equipment and materials in a readily-accessible location and condition,to effectively contain and clean up a drilling fluid frac-out or spill. (g)The permittee or the permittee's contractor shall, at all times during directional drilling activities,ensure that appropriately- trained personnel monitor downhole equipment position, drilling fluid circulation and pressures, and actively monitor the entire utility line route for surface frac-out of drilling fluids. (h) In the event of a drilling fluid frac-out, drilling activities shall be discontinued and the drilling fluid or slurry shall be contained using appropriate methods as soon as possible. Removal of drilling fluid or slurry from wetlands and other surface waters shall be initiated and completed in the most expeditious manner practicable. Removed drilling fluid shall be contained or disposed of in an appropriate upland location. Any frac-out or spill of drilling fluid into wetlands or other surface waters shall be reported to Agency staff within 24 hours following detection of the spill or frac-out. (3)Utilities must be located a minimum of 14 feet below the authorized depth of a federal navigation channel. Rulemaking Authority 373.026(7), 373.043, 373.118(1), 373.406(5), 373.4131, 373.414(9), 373.418, 403.805(1)FS.Law Implemented 373.118(1), 373.406(5),373.413,373.4131,373.414(9),373.416,373.418 FS.History—New 10-3-95,Formerly 62-341.457,Amended 10-1-13, 6-1-18. GAO FDOT Utility Permit Section 7 CAO I-75 &PINE RIDGE PERMITS TO BE AQUIRED BY DESIGN TEAM IQ MAIN RELOCATION SFWMD ROW Occupancy Permit Section 7 I-75 &PINE RIDGE PERMITS TO BE AQUIRED BY DESIGN TEAM IQ MAIN RELOCATION END OF SECTION Section CAO I-75 & PINE RIDGE PERMITS TO BE AQUIRED BY DESIGN TEA IQ MAIN RELOCATION ABBREVIATIONS UTILITY LINETYPES WIER"`x°"' JOHNS tall RANTING_ PROPOSEQ xnwea A xo o rox,nanu aeooer =u orrwa.coto Nowmi is u ao.m e. 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O wu D mxawuuxsouluo. macs wascAEEx nevus MnaeoED.oust swes.w,rvoder wxrnoL,xo vmurt ®ww ��_--_ owwconsrxucnFc xaw�[wwc.noxanrauaeoxrausoux ww—:Eccrlw, m.rta a,a" rxla wewwsnnw.c,aws.vaxe..wwrwius oxsa[rnnr unrensasusrwawms evfxr U.94 SYMBOLS � aTOR,1xN1 spEH ux n'uoaxru ro ma cost or coxsrnucron. wncAxe neowmms. �2.wr art rw _ ' As. xousrw,renmonoeE mugEreD mxawwarrxsxcaim.vne reeceor ixcwww smarquDE O xi M ---, acxGn[EWUN s,w.E onnoe ro wrraua uuswrwrnrne mom or mau,uwxsrrwu mewasa LL wrt GONG vnxtu_x�r ervr wrowNnrz mrrtnrr, s oxrExswNcsa,asrounueoM,rr.uirtan.WMwrEnewxrrwxm,crrn luxnucn m'a!ocas °x an„ 1,, ELOWORNE nonar,r, ,, wxxuxa,.D.r,.�wxrawrw<xaExrmdade,nw,ron.aramlra eupwv.r,wrrtucrwromuae r.sw,m nxorw.tw.vi we xeruwmro.w y12 g v—U ^�" Rxwxrtouvernal./ amx.n:..xes OCew�w.xmauwegaTi.r,axs.a.r.cwnna.,a7- .e».�raaro % re 2 :oeQ rmr .wed •wx.. STOP ad.ma',r,..mr.rxwc....wo.,..x.a x,...n°r�sa �- d K p .wwa.E».re _ `r , xxaW LAL sEwexD.ax'.d..s aaoas.a•a,o.�,.enweR>ma.ra "",II e� µad Dox.c ar< a a. ommd 74aad ro "— a .a a�, � e,,, S m r NO: _ TICE TO ALL CONTRACTORS c m.wvaxxoaor,.I.aasewEn sres asxuswumwrta mwro ITS SHE US/ix FICIXOA v rt ! v FENCE LeEPER UM _ro R1J2 i]0 w xa darvnaeo ass nu awx sr a so E 11111 PRINTING AND PLOTTING sETINOTE. COTb rox f • ..a��da.dc �_ w.rnaaAwax aun,aranwron marea„dr„r..nE,.r. PRINTING FOLL SCE OR RROCTO PLANS Fa 7a,a-w :-. sT .T r IN I -v' ,.a>Bnxaa,�aa-....'..r Exnurou,rax..d>= ,moxa'eD,.�w,e.a .�rD Gill"' Q a ALL STATE TrE ITERCni�K WEE ,,.vcoxrn,cra+sx usar.w.ON mewwusrrt.conssoaus.snxnsnmsu.wr.w coxsmucruv r . y¢cF9f�u,aaae amecr rmuu q�.<xouse vwex acne. ,svrowx ry OPFLE RcaaEEPRINTING'',SUE OR 1 CX1P PLANS ED oo*arro. zas eac5nii iAr aw.w.rw Nrwroxw ewrrorns<aa,r,. na.edw.r�oxa u.mow.m.xoaoew,row E PAP.s B �dr x.w aw Far.,gym Fromeaxdxaewa xewno.a,namewrvr.nxa.w.roaarvr, .was.aeer6ntzzig`cNoose..wen co-wcbon Flans vuuacr unx.neavnixw v haws. r. ..,eE slxa Nolea 8 Legantls COLL ER COUNTY IES TAIL NOTES I 'd' x°"x'°R'nr oclxsrvxIlkil lonsxel iffiANOPA OE1%7:: :' sx Tmo eA 5 cauexcouxrro.sxnrwrv.nouunr.xuroeu,nuu. .e.aexuD 02 CAo \ , N 1 JOHNS:a ENGINEERING —An Apex Company— l3 \ . .,, p l' `/ rcHOBo DISPLAY scut r /1 .. i ' '4 -, i - 4,'.77.1s,12. ' 2' ' 0 A' 1,,,, t :'...,/ g a "a °; SHEET OS SHEET O6 SHEET O] SHEET OB SHEET 09 SHEET IO SHEET II STA 11 Ba50 TO 123�50 STA 123�50 T0128a50 STA 1213,0 TO 133a50 STA 133+50 TO 136650 STA 138a50 TO 143a50 STA 14J 50 T0148a50 STA 146a50 TO 153a50 rr -rr- —rr i ____-n 1 hi ii •— —_.'. I IIEIGE Ro INE RIGE RO __.,..___ y —J1 ..__ ...__- .yl_.-.. —__...___ �c �r� o m U N(7 3 a U 5 z rl O O NAPA WOODS WAY 1110 iQ j1 m` a 1A } l 1 FILE.. ar-ter Y f r scuE. Aeauw �� . �. �` Y .; ..s'"r' "'.�? 1.11lli'a F „t_`x`.40**3"'si''. Ag/ i consNvucBMOaP .ie s 03 CAO I a JOHNS CO ENGINEERING J3 0- i§§ 3 I aw �9 4 2.83.•NOED o ur r20• ALE l' zz szo' W .-,.-.,‘ -x 1 ain s WORK BY OTHERS LEGENDOZr�; ', PROPOSED ROADWAY0 PROPOSED DRAINAGE 12 f * r. r• i PROPOSED POND O 3 o U •t A 'i.-',. v, -, --—Or A F s�{�i.. S ,.4k., SHEET O) SHEET' SHEET 09 SHEET 10 SHEET 1t y SHEET 05 SHEET 06 C STA 110+50 TO 123+50 STA 123+50 TO 128+50 STA 126+50 TO 133+50 STA 13,50 TO 136+50 STA 138+50 T0143+50 STA 143+50 TO 145+50 STA t48+50 TO 153+50 n �� I N _ s_ _ - 'AID II _--_1 ' 3� 0 —"—i---PINE RIDGE RDA °D NuO. PINE RIDGE RO ` 11 1��_1.4141 ,T.- " 0 C cl 3 / L. Eao POND 1 POND 3 a O g /___- y L � z a a Hill NAPA WOODS WAY 1 N O i o �o s t = 111111;j Jill. DATE um.27,025 Construction Plans Work By Others Map I `04' CAU WORK BY OTHERS LEGENDKI JOHNS sJ ,.1 PROPOSED ROADWAY O ENGINEERING I/� r? ? PROPOSED DRAINAGE ---- -a.APaCempay- /i, _ • PROPOSED PDND 0 m n' �a. _ 11 a 14 ,�. .^ �eema_ y ... _ _ _y _ zz 3 zo n1r PUN , pro.vE�eeo .ro- iowe� ••• AND aROr Wore ___ __-__ 1. GROUT POINTS TO BE BROM POINTS SHALL SE G LOCATED AT INTERVALS TO — - _� _ `..-., __ —A.ecouecxvrlum . 2vauraew -N en. uaausuavu `—^•" n -. W W .,aw -� E '..T Pro.e . PINE RIDGE RD w a wv , ., I ` m I _ c a , I— a7 3 as � LL Pure Ridge Road S.118.5010 Ste:123.50 r.r.�a,„r�•,I N t T-_..rI .ee v... .. Fm b ahi ,o _ r ` n,' . ,Pa�w,a 10 a 0 e e{ ro...DR.e •11II ITr"'''.'e. *TA'-I N 0-- I Ate _ 0 N j oaaoll W 1 �. 111111 11a.30 ,m.eo m.n 121.00 121•50 1A.Ca 121.ee 123.30 E. Cross Section A-A Cross Section B-B C,eae Section C-O 5 ao w ox e m#rogy m e,E 4iiiii m e anae ,o ,o Po on covA ,o ,o roe,aeem roe ,a.n„� , 0.0.1 ,a `xaa ' ✓ gy` ` Construction Plans Plne Rtlge Road • Sta 110.S0 to a.ww 123.50 aar Rowe. aro aas a� 05 CAO w_— m.— — JOHNS In � ____ — — _------' S~r>r«�"4-m. "PROPOSED DRAINAGE y ��--�� MG�EEG '> -- _----- _ _-------------_________ 4— _. - _ --.l PROPOSED POND — ® I E ae 3-_ j o�' w � DIRECTIONAL a„ iNrwoED oisvur scut e [WRY a s,,.1,56 OF.5E,_.,,32 ATION _ P A. LT WIr. - .e , _Y@ 3__ �•._, �-. ° ..1„ ABANDON AND GROUT NOTES, aa NTS GGAEGArxERA SSE ro 0-•- Exs°REGRGM,SPUMP GrG " ` oRexu•, � PINE RIDGE RO I ABANDONMENT. uw I d _`�-tl - —_, _ _..._`� —�._—_ .ear-- —Y— ��_ - "`�- 1 �' L r o I 1 I p Pine Ridge Road Su:123+$0 to SRE128.50 D j C 2 -5°iU _.. cwu sewon DO w E1rm0 ��� v -. . la-- m m— 10 11111 ___ "1' R 112l,Eweenui ./ oR1/U o Dr PVC I wn.n.�ceR .u w.E _ o.m aw a ° CC IIIII _ DIRECTIONAL DRILL INFO: isru xu uaBarm _10 ENTRY TO EXIT G -1° 1,SOD VERTICAL RAMS Constwctlon Plane IB ENTRY/EXIT ANGLE ., NON-COMPOUND) IxGNcoMPOUINE0 Pine Ridge Rood g SP MIN DEPTH UNDER NIS TRAVEL LANES o Ps Ste 128.50 to CE PIPE BALLAST MUST BEUS oaRNG PULL BACK we^ 111.50 12000 124,e 123.e0 12.5.. 12.00 120.e0 127.ee 12..30 '2.ee 12e.50 06 CAO y-/ /I'*" /IIG WORK EC OTHERS LEGEND JQy-INS=y���l �- /`( E /fl PROPOSED ROADWAY 0 ENGINEERINiGI / ' / / h PROPOSED DRAINAGE —MAPoQmV.aY— / tO 7 ' e� 1 ,PROPOSED POND II Al - r D x�EOTii f v e 7.. +\ \ t is INTENDED DISMAY scut it c •xx• LAN 2D F.� :.�.� `/ 1 % / 1�. 32T1 Y PLAN: t:a0 , GROUT MOINTS TO BE LOCATED W I Lam,s,;/, d` �d —r- _L___ ` ABANDON«aG.a.NOTES : L''Y ,. --- V o d` ✓ ©� _. ._ ENSURE GROUT IS PUMPED TO g THE ENTIRE I� �' ,_`- - { �i \ ` — l _ ' 1.f, ABANDONMENT. 2. irj. _�: .11 PINE RIDGE RD -' Iexunrt.mux\ \ _ITITI H e0rNo ----t— K5 128+50 to Ste:133a50 w.u'���+,•• C-DU eusnw:or amp : 1 saa.Pw oxamo 10 xewl aiwwsEo we— 10 I♦111 6 0 D a 6 DIRECTIONAL DRILL INFO _. oEPEOR 4III�I S.ENT AL RADIUS ANGLE TO EMT DISTANCE .. INONCOMPOU1 DATE' uMiwnm4 1 BOP VERTICAL PROJECT .wmmra. 4.1200 Nd+¢artAL RADIUS INDNCO r OI a§ry See MIN OEPm 4 LANES UNDER.s TRAVELLEN°, m'°°° pE UNDEREXISTING OF S ePu. AS bgwti IS'MIN DEPTH u BOTTOM -10 -10 120..LDS MAX PULL BACK FORCE DURING PULL BACK TM Done Plana r PIPE Ridge Pine Road St5128.50 ID 133.50 iJ1w.00 130,0 1a 1.00 M unw e•m s0 1s.00 laa.w 07 ,1A n —r- WORK BV OTHERS LEGEND a JOHNS CI 111A `r \2.� PROPOSED ROADWAY ENGINEERING 1 1 . PROPOSED DRAINAGE ---- 'A^APNIC.V.,/'— J ✓ PROPOSED POND ® _ g z.w..wF ax. ,�/ ii __ - •4 _ --__ ...—__-- __. ._- a LED a\ i T j NTEND SCXE 22•K34•PUN:1..20. y� ✓ J k:^ J ✓ d I x u �. t 1 1 OCATE I -� _ ..I LOCATED AT INTERVALS TO _I-Leo.._'" — �_-�,� ,_ _ _ EEEDMPED T U J , 19- 20'10 MAIN FOR A .l _ ��osaw ter__ 3 -- — --- at saws, �'I_<- ABANDONMENT. r—" - ems_ I: f� �` ` I p I IS O I . vuA.Mw PINE RIDGE RD 11 I L.N�1.•• aw\ —... -_ al n:L� In C Pine Ridge Road SIB:133.50 to 5[a'.13B.50 ...+..�•A...x���. O 1 K f N DasTINA GA0uND } \\--- ,711.'1,7==°PAE , 2 a 10 _...eo RFE 1a d !iIIII It E ii H 3 DIRECTIONAL DRILL INFO: F 24.10-HOPE OR] DATE uwcHn,axS ANGLE2 321 LA ENTRY TO FAT DISTANCE PROACT NO.2sauoram 1500.VERTICAL RAOu51NONcoMPouN01 SCALE NM.. 10 4aaa HORIZONTAL RADIUS INONCOMPOUNDI ' 5 TRAVEL LANES -10 w DEPTH UNDER Ev3T50.MIN OEFIN UNDER TNG ON'OFF RAMPS ConaWL[NSn Plana 15 MIN DEPTH UNDER CANAL BOTTOM 1Plne Rldge Road I20 Ow LBS MAX PULL BACK FORCE PIPE BALLAST MUST BE USED DURING PULL BACK _. _.... , Sta 133.50 to 1 - .. 2,.w 154.0D 130.50 ,b•w IOD.w 15 00 155.50 13,•00 11.50 118.00 150.50 08 CAOI �_i / ) r 4 W'�J0 / p fr / �_ HERS LEGEND a OHApNX S 0 /(, . p "' 0!' r`Y: a -PROPOSED ROADWAY O \ , . / i �OaOF1�.� ENGINEERIMN G I -a\ / . POSED DRAINAGE I \ — —� /�' _ RROPOSED POND f-1 IP/ ._ 'y _:[_ ____`T— \• INTENDED DISPLAY SCALE , wr i � '_' 1 ATED P _ .- _ AND GROUT NOTO BP E BY M.CONTRACTOR DURING _ j... *II — !r r _ , — �� NEEN,,.E v `I/ ABANDONMENT .5S.:., 75 t .-. PINE RIDGE RD a.crs.r c°.;.w..x°eun v.�uT I —��� .I �,� �_ ._—,__,y,_ ter-` ,.—:fJ- - 'gl' hi Pine Ridge Road Ste:138.50 to Ste'.103.50 W 10 ..moo 0 ill i D ;11111 s 5 DAFT NRN,N.2., DIRECTIONAL DRILL INFO: 2.11 ICI-POPE DR, 2 221 L.F.ENTRY TO EXIT DISTANCE MEW 07-411. r ENTRY I EXIT ANGLE .1,E: uew- 1.VERTICAL R (NON-COMPOUND)S(NON-COMPOUND) -10 -10 .0e HORIZ NTAL RADIUS(NON-COMPOUND) 50 MIN ER PS TRAVEL LANES CDflMNOEUl Plans SCE DEPTH UNDER EXISTING ON'OFF Ps Pine Ridge Road 120 COO LBS MAX PULL MCP FORCE Sta 138.5010 sN CAN N 143.50 PIPE BAL.0 MUST BE USED WRING PULL BACN 1 ,r.. 00 139,0 La.. — ,.b. ,.,.ea 141.50 1.2. 1.2.m ..a 09 CAo r a 7v` r ��!\� WORK BY OTHERS LEGEND N, JOHNS4,1 r Ne \ 'Y f'y \ �� PROPOSED ROADWAY I �� ING ' }'1,, r \\ � \ 0 0 l a r •7�\ PROPOSED DRAINAGE --....I I E MApu fama.nY_ gyp' ` ^a _ \\ ww 1 �� .wit« `r..� \\\ -.7v�r� r..� PROPOSED POND `ro 6#r`�s`e r r \ ->e �� ,Jt/' .A.---., wit—_.' _ ce..�-i~o_, * I r \ -.tee * ._.i' �, _ r ,�r� r4 i ,\,.._:,,:.., PSI ig • 1 �,wr�Q - y yy1�A r _,u#ram' ':..-____'3_____• ___ '-:_��a D , ao ` i: .n. `r., L \�`� •S', _.*Fa• L •••\�C" r`� "a p �` /03 P c \ ""•1 ;dot i'•` + . neaq�_ I ABANDON AND GROUT NOTES " l / E a .e RDURING T i. 3. GROUT POINTS SHALL BE .I I-35 ON-RAMP _ -.. - L �i-' _ e —.�r�Y.1�� '� IS �S _..`� �� ��_ —aZ 43 THE ENTIRE U r •a �— 0 �Jy. ..- ----------- —3 ABANDONMENT ea„ao E4tZ -c:::.- `41:,:r ,.J/ t►'" ��1 pp 1 J.: '\a, / l, U PINE RIDGE RD X veu.n / a°"""2 I nc u.aooxwcnou, J r r aaracu uua _�_ 4. a 00 _+— fL - y _ rrallr n �.e ZR t. > I ryryg LL Pine Ridge Road Sla:143.50 to Ste:148«50 w.�- Coss Section E-E ig... . O w=,,,, r w 5w4r110 0 `m noimepnroF sm,w w.wm • o A.. D-U U /o.5�.am.oeaoBP. 10 10 10 H 10 popw,o.,. - ----1 4c5E-./PnU kf=1/F a-.. _.. xo wcoAm a11111 L..a nyw _. a N ,!,1 1 AL� ° ni.w.„o,E u,i' E. DIRECTIONAL DRILL INFO: E. xr l0 HOPE DRY aan wso ENR.roE rolBr DE gMINI ° oP ND1 r g . ,W.. �4 N"° """a µES 30'DEPTH UNDER E MONO ON I OFF B ea 17 MIN DEPTH UNDER CANAL BORON i 1 SCALE Q B -10 -10 PBAUsrusrEcOUcwu aC $ Y. MOM Construction Rana Pine RidgeRoad Sla 143r50 to 148.50 3 '.,e ,.4.Ba 1...5e 143403 1.e4Be 1.a.0B ,.also 1.,ae 143.50 MO. ,.B4,a 10 CAO ,, \ ; F• .� rM WORK BY OTHERS LEGEND N JOHNStF� \ � :�'-"� k!f PROPOSED ROADWAY O ENGINEERING ss r0 r 10 � z'_ -� _ .�� _- J r� ri PROPOSED DRAINAGE ......... I '.'GINS RING \` r'=/ ' �\ \pr - -r-��•+ _ .t .....1�ik ,a PROPOSED POND 0 EN v m 14 \'-:.7 : a -__-,�u._-_- -•^-- o:rJ•_--_� �.. o to .o 1 • J INTENDED DISPLAY x. x " - } v _ —' aioZ- J SCALE / It�_� I nino ° L LW: ' LL / ,' � ` x Ea1xzv wv — ,vc°i AND„RGui NOTES 1. GROUT TS TO BE LOCATED yy_ds x[ ec .r ,d I y 2 III rsvu. , —. _J_ I.I. -I-L ENSURE IS PUMPED TO COMPLETELY FILL THE ENTIRE i — — — — A34NDGNMEM. wIII ° Wit.., 6 V. Kd,' wl arra-As am x _"rs iUl G.io-U:sv2rtre0x°,rooi PINE RIDGE RD Al i e 1 '/Cxsl _ ��� _��1— F��_��_iF�.�—i�—I--�Z•s y —��'_��_�t J;� P. O-�O yf O y ' 1 I 11 � 3�' Pine Ridge Road SR'tITMU,D 51d'.149.20 ..0 e.m u..r.-. Pine Rgge Road Se:148.50 to 0,a:lY6tL0.m.,5. Cross SectIon E-E O naeMEvu row a°w,e n" era mw.w .,, d�� E1 111�� e A 10 swo Pw 10 a.w I,dwaee IF�.w�a EE 10 4 71 Jw.�.ro�, zmw� a�ad „w 11111 e - f . o00 0..w 24.10.HOPE DR] Cross Section F-F DIRECTIONAL DRILLINFO - Q,,,,, :321 L.F.ENTRY TO EXIT DISTANCE Ewa an.aa w,E- """"""°' O'EMRYI EMT IuaGUE GLE No.xo mmmnu.. ISO,VERTICAL RADIUS INOKCOMPDUNDI Mx. HORIZONTAL 0-44.211 us RAVELLA(NON-COMPOUND) 10 ovFn 10 s°"E A.,R10"" PT 3 UNDER EXISDNO ON OFF RAMPS 1.20.1)00 PIPE IF MIN DEPTH UNDER CANAL BOYD.s Pp Construction Plans AS USED DURING u GPu BACK m w v.c Px,s Pine RIEga Road ' x.io-roeE on+ Sla 148.50 to -10 0 0 S].50 03 a 14.00 140+SO 149.00 1.a.00 110+aa 0.5.0 11 � ENGINEERING J . ___ �..m � � .a EXISTING A HEADWALL ...��.. Yr ���: ; " ���� ¢.d.. .....may .., ‘1-1U II '"�. RESTRAINED JOINT ,..aiii NEW a E%ISTIHO PIIEe� _ w ' 1;'.�' I,,.'.`,�„v1.^�;",."'I �Y UNPAVED ARFA TRENCH RACKFILL DETNI em ..n„a PIPE SEPARATION DFTAII � � PIPF FOAR IPi DRAM G-4m `YPIFAL VALVE ^+'A'N ��. G—] C-1 .....v G-3 .xwr FTLtHG DFTAI� -- `;., • - n N 72 e6 a o aL2 LL �mD � 'o i8 n m m ['xttx• Cg O ...s a m BOus n --___ -®- ; _ . ., "":.ra7-S xOPlioxru u'xluue tt[AR.xas PROFILE m pE uwf�M 1 Tn I 3 Y �_.a � m.—._ is 1 . a.r.,.~,. .. VERTICAL afAR.xcEs A r,. "'°' d e H I UN 1 or 3 '....,...�.'«......w oru�. ee.v�..e.. �••�.• F n QONLAI ..a pIpAOUEOUSwALER MAIN AND ICI MAIN r , 10 w'en xween TYPICAI HORITONTAL IIIRFCVONAI C. .C'o„on% vC.-N TYPICAL SUBAOU OAS N R G-N WATER �. ..�q G NA PIPE RESTRAINT SCHPI1II c D-01 NRII{(HDOj IINDEft A ROADWAY e'. DIRFCTIONAL DILL(NDOj .s n CAO r _ om- .� ammo"u.rl T .m,....�..^� ���m ��PJ ENGINEERING ForiVITLE .a- rnx cowrF�,`inx1ACia m .....,..",; of ,. ......,a.., sa,r atMliRi"a nE — $ - E cs` nc,ns<.ROTwarl w< `'t �;'..,,". ...o„ .`�^�° i i.4 11 WES !FOR IO MAIN rercemarmw S- TTµTe A �, :„ te " U R A�xaw rI DwR m° ,.,e...x..o....,.a.--1,.......,,�.,rm.....d.,.. 2n • ases. tmms�r wA— ... ,a,..a,.,,,,.,,,. V nrHxe . 0 ewzs ws •B.M............ mamM R.wew. m....e.s......, ...,....w..a,a.,..t..,.,,.w xox roTb.R»,TaA Nxx .+.R.. ..ea......,...cww.. �.. .e.... RECLAIMED RAW AND SUPPLEMENTAL WATER ....a...a...,.o..,17.<Lg.=r‘lr...":---.1-7,..r.--- AIR REI FASE UALYE.9E0A11 "H YHBTTTOA TD rrrsrlw TOTED MOO . w-o tdeO pEWL . G csy W-4 IWUFieo MARGn.mg LK�a.rION ,,, �... ....P...,— � n 0 v � 4 .6 0 0 , e....::" I ....go.... m o LL ,_ 0 7777777 '-.— FCAUTION —® d i/ COLLIER COUNTY °••,,"°°�" /I IRRIGAl10N WATER v G U o4 o.... `- CROSSING Xk j�'�'`'T� c A, ,�;~ems„ - F.E.�xs UNDER CANAL 2 O_.o ® BOTTOM 'a U . n VALVE ABANDONMENT 9"� # LXISTtHO ARV DrAain'OH orrAlI worm»>i ..m.a.Egjaalrrfik I liii. i ...— a u.,. S t °a 11111 R, iQo.Aggf. L 4 IBM 4 7A A 7 + SC. u PROJECT I.2010.,,au ES RITE RFSTOW.non Driul f.0 I. CONTRACTOR SHALL INSERT THE ACTUAL DEPTH OF THE •'-"' ;6. �nO YOLY UTILITY CROSSING ON ETHER SIDE OF THE CANAL BANKS. +., ,. . ..,.._ 2. A MINIMUM OF TWO(2)WARNING SIGNS ARE REQUIRED. .oai.ma,-+rn.r++.�-++s+r,wr m+•. ONE ON EACH SIDE OF THE WATERWAY. Cons0uctIon Plans 3. CONTRACTOR TO SUBMIT ANO CNN APPROVAL OF SIGN Collier County Details AIR RELEASE,VM VE ABANDONMENT SUBMITTAL PROOF PRIOR TO FABRICATING AND INSTALLING 20T2 ARV ABANDONMENT DETAILS THE WARNING SIGN. 10 WATER MAIN ABANDONMFNT N-) SIIBAOIIFOURQ LSSING SIDEETAI N-2 sxssTxwesa QF�ILS m D_02 CAO LEN(Ant NOTES ' JOHNS( —.. _ 21 ENGINEERING ,--.....— A,,,,,,_,,, .........,...,... w 3 — ..-r.4,-,`'t..-r`':,,i-4,r,`',I•-;' 11 ........ . .........,,,,,,..,.,,., 44. ,. ...g1 0 v.Ls•,,,,,,,,,,,,,,,,,,,.,,,, Crela Pfxrs ,...‘ •Ly.i..7,7,,,;,-,F,•:,.....74.,:ii•Az,,.=•:--- -,,:rai„,' d - f •iy,r7,:•,..„-mr.= SFCTION*A —.al.13•1,- =--WU.°Er.= , GENERAL NOTES AND CONCRETE SIDEWAUL ON CONNED ROADWAYS g 7g tia!‘) STZDATD'N'tAN'S CONCRETE SIDEWALK 1327420'1 lot 2 1,„ g Li. ._ LF-1-71, E 2 t5 1, 1 17 1::::7....,_ --1--r-11—I -TTETT-- 7- 1 2 2 E 0 ._-- -- - - - __--- Iiiii coNosuous SisTNALY tzuwo 4 ,...._,.. r., 1 1111111 ' ., ..... 1 ....... ! IONGITUDINAL SEM. Pug imam.NO masa,. MEMO 049.1 , ,,T. _ DISCONTINUOUS SIDEviALA SCALE N1340.4 Construction Pans FOOT Details 1 or 1 1 CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS sossr mosso TO STA NOAROZNS 322.001 2 of 2 CONCRETE SIDEWALK .". .... D-03 CAO g EXHIBIT N: ENVIROMENTAL HEALTH AND SAFTEY REQUIREMENTS FOR CONSTRUCTION PROJECTS (Following This Page) CAS EXHIBIT N CoC County Environmental, Health and Safety Contractor Requirements for all BCC Construction Projects 1. Contractors will be required to understand and comply with all applicable laws and regulations of any governmental entity (OSHA, DOT, EPA, DHS, ANSI, FDEP. NFPA, etc.) and Collier County CMA's, EHS Standard Operating Procedures (SOP's) or Job Safety Analysis (JSA's) that that pertain to environmental, health and safety standards and/or work practices applicable to the activities they perform for Collier County. These include but are not limited to: • Must wear a BCC provided Vendor Badge at all times while on BCC property. • Powered Industrial Vehicle Certifications (Heavy Equipment, Cranes, etc.) • Storage, handling, and use of flammable liquids and hazardous materials, including fuels and compressed gas cylinders. • Daily reporting of any incidents/accidents or any OSHA safety inspections of equipment and worksites. • Weekly reporting of at least one internal safety inspection of equipment and worksite. • Use of Personal Fall Protection Devices while working at heights above 6 feet. • Following Electrical Safety Practices, Arc Flash and Lockout/Tagout procedures. • Proper use of Personal Protective Equipment. (PPE) • Proper maintenance and use of ladders and other equipment. • Guarding of wall and floor openings, open trenches, and excavations. • Environmental Requirements (Permitting, Tanks, etc.) 2. Required Site EHS Plans for: • Site Specific Safety Plan • Site Specific Security Plan • Site Specific Hurricane Plan • Site Specific Pandemic Safety Plan (COVID-19) (If Applicable) • Site Specific Respirable Crystalline Silica Plan (If Applicable) • Site Specific Confined Space Entry Plan (If Applicable) • Site Specific Asbestos Management Plan (If Applicable) • Site Specific Mold Testing and Remediation Management Plan (If Applicable) • Site Specific Environmental Protection Plan (Spill Cleanup, SPCC, etc.) (If Applicable) 3. When working within a right-of-way (i.e. roads, sidewalks, bike paths, etc) —All applicable FDOT and/or MUTCD requirements are to be followed at all times. Specifics include but are not limited to: • ANSI/ISEA 107-2010 Compliant Class 2 or 3 Hi-Visibility Safety Garments. • Applicable work zone signage, cones, barricades or barrels, arrow panels, flagging personnel and Stop/Slow Paddles, where necessary, required by law or the BCC. • An applicable work zone (Maintenance of traffic) plan based on FDOT and/or MUTCD designs on site. 4. Risk Management is included in all Pre-Activity/Construction, Activity/Construction and Post Activity/Construction Meetings. 5. Safeguarding construction sites — Protecting the jobsite and preventing or inhibiting public access after activities are finished for the day is equally important. Therefore, all hazardous locations within construction sites and rights-of-ways are to be adequately protected. Specifics include but are not limited to: • Damaged, blocked, or missing sections of sidewalks, bike paths or other pedestrian access zones shall be protected with orange barricade fencing, barricades with yellow or red tape (depending on the hazard) or an equivalent means of protection. Sidewalks must also be posted as being closed on both sides with a white sign with black letters. • Excavations must be protected in a similar manner as listed above if they must be left open overnight, during weekend hours, etc. • All other hazards shall be evaluated by the contractor to ensure there are no dangerous conditions remaining that could be inadvertently encountered by collier county employees and/or the public while the construction site is not active (i.e., when no construction work is taking place). 6. Contractor must agree that all work must meet or exceed the standards set forth in the Collier County Vertical Construction Standards and Collier County IT Construction Standards (if applicable) unless specifically exempted in writing by Facilities Management Division Director and Risk Management Director. Itry 41)