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Backup Documents 12/09/2025 Item #16C 5C ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 6 C 5 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE 'YP rC uo PII!i ltaper..itiach !0 0041 I dacvoneel. Mae eomaietee, r0uiing;.!lit _,r;r3 u-Bins, r/immewn ur2 to be iortjurdad to ibe C'ou©:z '►etorney orwice a the time the item is pieced on eie agendu. .1,11 cnrnglo.24 roudag offm !.Ila n !;�i;tn9 s'a Ott; 73 iC suet iu- reeelvnd is iotato: County A aky 417Jlce am late, eh n Aiunday preceding cite nooed meetip_ **NEW** ROUTING SLIP Complete routing lines # I 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 aline through routing lines #1 throuah #2. complete the checteliet Aga Route to ressee s (List in routing order) 1. Office Initials Date 2. 3. County Attorney Office County Attorney Office I 4. BCC Office Board of County 5. Minutes and Records Commissioners Clerk of Court's Office , � PUTU A nv Norman the rim -`� 1"',1 jl,4r%jA1V1A 11V1�1 Y 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 Pnmary Staff Contact / Department Agenda Date Item was Approved by the BCC Type of Document PO number or account number if document is to be recorded Initial 1. 1 Does the k & u"e- � 2�9�Za2S `'/ootsO�oov— Lio111 -- (Stj Phone Number Agenda Item Number Number of Original Documents Attached 7 11v11RUCTIONS & CHECKLIST Yes column or mark "N/A" in the Not Applicable column, whichever is require the chairman's original signature? Yes N/A (Not 2. Does the document need to be sent to another agency for additional signatures? If yes, rovide the Contact Information(Name; 3 • Agency; Address: Phone on an attached sheet. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed b the Office of the County Attorney. �y td 4. All handwritten strike -through and revisions have been initialed by the County Attomey's Office and all other parties except the BCC Chairman and the Clerk 5. to the Board The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date 6. whichever is applicable. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's -signature and initials are required. 7In most cases (some contracts are an exception), the original document and this routing slip should be provided to the County Attorney Office 1l 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. S. Be aware of our deadlines! The document was approved by the BCC on 1 a during an all changes the meeting have been incorporated in the attached document. The County Attorne 's Office has reviewed the changes, if 9. applicable. Initials of attorney verifying that the attached document is the version approved by the BCC, all changes directed by the BCC have been made, and the document is ready for the Chairman's sianatam. N/A is not an option fom this liaej N/A is tto1 an option f0ll Us line.' I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip W WS Original 9.03.04, Revised 1.26.05, Revised 2.24.05; Revised 11/30/12 6�3) 16C5 AGREEMENT TO PROVIDE POTABLE WATER, WASTEWATER AND IRRIGATION QUALITY WATER UTILITY SERVICES TO THE TOWN OF BIG CYPRESS THIS INTERLOCAL AGREEMENT ("Agreement") is made and entered into this day of _, 2025 by and between the Board of County Commissioners of Collier County, Florida, acting ex -off icio as the Governing Board of the Collier County Water -Sewer District (hereinafter referred to as the "CCWSD"), the Board of Supervisors of the Big Cypress Stewardship District (hereinafter referred to as the "District"), CDC Land Investments, LLC and Collier Land Holdings, Ltd. (hereinafter referred to as "Landowners") (collectively the "Parties"), RECITALS: WHEREAS, Section 163.01(4), Florida Statutes, the Florida Interlocal Cooperation Act of 1969 (the "Act"), authorizes the joint exercise of any power, privilege or authority that the public agencies involved herein might exercise separately; and WHEREAS, the CCWSD and the District are public agencies within the meaning of the Act and desire to engage in the joint exercise of power that each might exercise separately; and WHEREAS, the CCWSD provides water, wastewater and irrigation water service (collectively known as "utility services"), in an economical and environmentally beneficial manner to much of the unincorporated area of Collier County; and WHEREAS, the District also has statutory authority to provide utility services within the District, but intends to authorize the CCWSD to provide utility services within certain designated areas of the District; and WHEREAS, the CCWSD's service boundaries encompass the District; and WHEREAS, the CCWSD shall incorporate certain designated lands and property within the District into CCWSD's service area to exclusively provide retail potable water, wastewater and irrigation water (including effluent irrigation water, when available) utility services in the same manner and pursuant to the same ordinances and policies as CCWSD currently provides service to all other customers located throughout the unincorporated service area of Collier County, Florida; and WHEREAS, the District acknowledges the CCWSD's right to offer utility services within the District and further authorizes the CCWSD to exclusively provide utility services inside a portion of the District's jurisdictional area known as the Town of Big Cypress; and WHEREAS, the Parties previously entered into an Agreement to Provide Potable Water and Wastewater Utility Services dated June 27, 2023 and recorded on July 10, 2023 at OR 6266, Pages 2221- 2231 of the Public Records of Collier County, Florida, which Agreement is being replaced in its entirety with this Agreement; and WHEREAS, this Agreement is intended to reduce to writing the terms and conditions between the CCWSD, the District and the Landowners as to the exclusive provision of utility services by the CCWSD within the Town of Big Cypress area of the District. NOW, THEREFORE, the CCWSD, the District and the Landowners agree as follows: INSTR 6762392 OR 6534 PG 3262 1 RECORDED 12/11/2025 10:23AM PAGES 17 CLERK OF THE CIRCUIT COURT AND COMPTROLLER COLLIER COUNTY FLORIDA REC $146.00 INDX $1.00 16c5 2. The Landowners and/or subsequent developers shall construct and pay for potable and irrigation quality water mains and gravity sewers, force mains, wastewater pump stations and a community pump station (collectively known as "public utility facilities") within the Town of Big Cypress development and convey such facilities to the CCWSD in the manner provided in the applicable CCWSD policies and County ordinances, including but not limited to Ordinance No. 2004-31, as amended, otherwise known as the Collier County Utilities Standards and Procedures Ordinance (the "Utilities Standards Ordinance"), all of which as may be amended by the Board of County Commissioners from time to time. Upon final acceptance of facilities, CCWSD shall be responsible for maintenance and operations of such accepted facilities. District Improvements: A. The District shall upsize and construct potable water transmission mains, wastewater force mains and irrigation water transmission facilities from the Rivergrass Point of Connection (POC) to the Town of Big Cypress North (TOBC) POC within the future Big Cypress Parkway ROW and the Oil Well Road ROW which shall be available to serve the Town of Big Cypress' demand in accordance with its development schedule as defined in Exhibit A. The Town of Big Cypress North POC shall be as defined on Exhibit B. The CCWSD shall reimburse the District for the cost of upsizing the potable water transmission mains, wastewater force mains, and irrigation water transmission facilities in an amount not to exceed $4,367,310 identified by Exhibit C.I. The CCWSD reimbursement to the District shall be made within 60 days after final acceptance of the infrastructure. B. The District will construct an IQ Main from the Oil Well Road/Big Cypress Parkway intersection to the Town of Big Cypress South POC using the future Big Cypress right of way to an intersection with 18111 Avenue NE/spine road. The CCWSD shall reimburse the District for the cost of the IQ main extension as detailed in Exhibit C.2.1 in an amount not to exceed $2,657,907. The District will construct an IQ Main east on the spine road and south in the 80' right of way to the utility site. This IQ main will supply the future utility site in order to serve all development south of the utility site. The Town of Big Cypress South POC shall be as defined on Exhibit B. The CCWSD shall reimburse the District for the cost of the IQ main extension as detailed in Exhibit C.2.2 in an amount not to exceed $390,430. The CCWSD reimbursement to the District shall be made within 60 days after final acceptance of the infrastructure. C. The District shall upsize and construct water and wastewater mains on a portion of the spine road and within the 80' right of way from the intersection of Big Cypress Parkway ( TOBC South POC) to the utility site as defined on Exhibit B. These mains will supply the utility site which in turn will serve all development south of the utility site. The CCWSD shall reimburse to the District for the cost of upsizing potable water and wastewater mains as detailed in Exhibit C.3 in an amount not to exceed $2,133,220. The CCWSD reimbursement to the District shall be made within 60 days after final acceptance of the infi-astructure. D. The District shall upsize and construct 20" potable water transmission mains and 20" wastewater force mains from the future Big Cypress Parkway ROW and the Oil Well Road ROW intersection to the TOBC North POC, which shall be available to serve the Town of Big Cypress demand in accordance with its development schedule as defined in Exhibit A. The Town of Big Cypress North POC shall be as defined on Exhibit B. The CCWSD shall reimburse the District for the cost of upsizing the potable water transmission mains and wastewater force mains in an amount not to exceed $996,306 for labor and $530,406 for material identified by Exhibit C. The CWSD reimbursement to the district shall be made within 60 days after final acceptance of the infrastructure. 2 (�0 16C5 Per the Rivergrass Interlocal Agreement, the CCWSD agreed to provide the necessary potable/fire water design flows at a minimum pressure of 60 psi in the potable water system at the Rivergrass Point of Connection. The Landowners and/or subsequent developers, through their design(s), will size their system(s) as required. The CCWSD agrees to provide a wastewater system head value of 60 psi for the projected wastewater flows at the Rivergrass Point of Connection by June 30, 2022. 6. The CCWSD agrees to provide the necessary irrigation water design flows at a minimum pressure of 60 psi in the IQ water system at the Rivergrass Point of Connection by June 30, 2022. 7. The Landowners agree that locations for a total of seven (7) well sites shall be made available for use at no cost to CCWSD as shown in Exhibit D. The Landowners shall convey a County Utility easement for the well sites, which shall be a minimum of 30-foot by 50-foot easement area, shall abut a Right-of-way (ROW) with dedications for use to CCWSD, and shall be adjacent to the ROW that includes an irrigation quality water transmission main. The Landowners will provide the Office of the County Attorney with an executed County Utility Easement, suitable for recording. Upon receipt, the County shall assume all costs associated with the recordation of the easement. The Landowners will cooperate in the transfer of the South Florida Water Management District Consumptive Use Permit (CUP) for the seven (7) well sites. Should the transfer of a Consumptive Use Permit not be approved, the District will support the acquisition of such permit by the CCWSD. The District shall construct potable water mains and wastewater force mains designed to Collier County standards within the future Big Cypress Parkway and Town of Big Cypress of sufficient size up to and including 16" needed by the CCWSD to supply its future utility site which is needed to serve Town of Big Cypress South and Bellmar Village. The wastewater force main, potable water main, and irrigation quality main will connect to the utility site from the mains in the 80' Town right of way. The utility site will be the point of connection (POC) for potable water, wastewater and iQ for all development in the Town of Big Cypress South. 9. The Landowners will require all developers in the Town of Big Cypress to install an internal iQ system to serve residential areas and the Town in accordance with the Collier County Land Development Code to their respective Points of Connection. 10. The CCWSD will install IQ meters and manage and bill residents based on their IQ water consumption at the CCWSD Board approved IQ rates for the IQ service provided regardless of the CCWSD's water source(s). The Landowner shall pay for the cost of the 1Q meter installations by the CCWSD. 11. The Landowners shall convey a minimum 5-acre utility site located as shown on the Town of Big Cypress SRA Masterplan ("Utility Site") suitable for the construction and operation of the facilities necessary to provide sufficient utility services. CCWSD will provide a minimum 30 days' notice of intent to purchase the property. Upon payment by CCWSD, the Landowners shall convey to the CCWSD the Utility Site in fee simple, free and clear of all liens and encumbrances, by warranty deed. The Landowners will be responsible for paying any and all costs of any title work and searches and shall be responsible for all costs for promptly removing or curing any liens, encumbrances or deficiencies revealed in any title work. The Landowners will promptly provide the Office of the County Attorney with an executed deed, suitable for recording. Upon receipt, the County shall assume all costs associated with the recordation of the deed. The value of the Utility 1 6 C 5 -� Site shall be determined by two accredited Real Estate Appraisers, each party will secure their own accredited Real Estate Appraiser. The purchase price shall be based on the market value of the land before any SRA action is taken on the Town of Big Cypress, before any application for increases in density, and before any other up -zoning applications to the Town of Big Cypress. The Final price per acre shall be equal to the average of the two independent appraisal reports. 12. The Landowners agree to pre -pay water and wastewater impact fees to the CCWSD without expiration (the "prepayment"). Landowners shall reserve water capacity equivalent to 350 ERCs and wastewater capacity equivalent to 350 ERCs. 13. Prepayment of water and wastewater impact fees shall be due no later than thirty (30) days after Landowners' receipt and acceptance of: A. An approved and non -appealable SRA for the Town of Big Cypress development. B. All required and non -appealable permits from the South Florida Water Management District or any federal or state regulatory authorities for the first phase of development. C. The prepayment shall be at the then current CCWSD Board approved rates for water and wastewater impact fees: The credit for water and wastewater impact fees identified herein shall be reduced by 50% of the prepayment per ERC for each residential unit on a building permit issued thereon until the development is either completed or the credits are exhausted or have been assigned as provided for in the Collier County Impact Fee Ordinance. The developer shall be responsible for any difference between the prepayment amount per ERC and the rate in effect at the time of building permit application submittal. 14. This Agreement shall remain in effect until terminated by the CCWSD, the District or the Landowners. Any party may terminate this Agreement, with or without cause, by providing written notice to the other parties prior to the date that either the CCWSD, the District or the Landowners commit any affirmative act to construct or provide potable water, wastewater or irrigation water utility service within the District including, but not limited to, entering into an agreement hiring a contractor or a consultant to provide utility construction -related services in furtherance of this Agreement. Any attempt to terminate the Agreement once any party has incurred any expense in furtherance of fulfilling its duties under the Agreement, without the express written consent of the other parties, shall be considered a nullity. Termination shall be effective one hundred eighty (180) days after receipt of said written notice. This Agreement may be amended from time to time upon the written consent of all parties. Any amendment to the Agreement must be in writing and must be executed with the same formalities as this original Agreement. 15. REPEAL AND REPLACE. "File Agreement to Provide Potable Water and Wastewater Utility Services dated June 23, 2023, and recorded on July 10, 2023, at OR 6266, Pages 2221-2231 of the Public Records of Collier County, Florida, is hereby repealed and replaced in its entirety with this Agreement. 16. NOTICES. All notices required under this Agreement shall be directed to the following offices. For the County: Office of the County Manager, 3335 East Tamiami Trail, Suite 101, Naples, Florida 34112. For the District/Landowners: Patrick Utter, Collier Enterprises, Vice President of Real Estate and Club Operations. 999 Vanderbilt Beach Road, Suite 507, Naples, Florida 34108. 17. INDEMNIFICATION. To the extent allowed by law, each party agrees to indemnify, defend and hold harmless the other, its officers, board members, council members, agents and employees from and against any and all fines, suits, claims, demands, penalties, liabilities, costs or expenses, losses, settlements, judgments and awards and actions of whatever kind or nature, including attorney's 4 16C5 fees and costs (and costs and fees on appeal) and damages (including, but not limited to, actual and consequential damages) arising from any negligent, willful or wrongful misconduct, knowing misrepresentation or material breach of this Agreement by such party, its officers, board members, council members, agents or employees. The foregoing indemnification shall not constitute a waiver of the CCWSD or the District's sovereign immunity beyond the limits set forth in Florida Statutes, Section 768,28, nor shall the same be construed to constitute agreement by any party to indemnify another party for such other party's negligent, willful or intentional acts or omissions. 18. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original as against any party whose signature appears thereon and all of which shall together constitute one and the same instrument. 19. RECORDING AND BINDING ON SUCCESSORS. This Agreement shall binding on any party's successors, assigns, or other subsequent parties in interest and shall be recorded in the Public Records of Collier County. The County shall be responsible for recording the same. Remainder of Page Intentionally Left Blank Signature Page to Follow 16C5 IN WITNESS WHEREOF, the patties hereto have set their hands and seals the day and year first written above. ATTEST: Vvystal K. Kinzel, Clerk of Courts BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA a.Ilk— d'. By: B r -+ Deputy Clerk est as to Chairman's t signaure onl � y Approve as o for and legality: Sally sh rJAssistant County Attorne ATTEST: Printed Name MVi6 777 NAPLES, FL 34108 ATTEST: 1 ATTEST: jRJ!,1j'T,, M5 IRF A %J� 999 VANDERBILT BEACH RD, #507 NAPLES, FL 34108 y: 4 n-a_ BUrt Saun ers, Chairman BIG CYPRESS STEWARDSHIP DISTRICT By: fa�, yltvl� — Patrick L. 06r, President CDC LAND INVEST ENTS, L C By: C Patrick L. Utter, President COLLIE LA D H LDINGXT By: Patrick L. Utter, President 1 6 C 5 ■ §!, ! e }■: !�! TITITIll +■#§` f§f§|§|! |k� § | rii ■ § e�- ; . : f77 \ | # �l.a_ °!!■■!°°!■$#R#■�� ,�;§ ®° }[(§■#§f _■_ .® - r § 171TIT ,§■� .� °,},� �}}$}�}f \ } I eC5 47th Ave NE 45th Ave NE 4' RIVERGRASS POC �T Connection to Collier County l�l 43rd Ave NE Utility Mains Service .t.OBC CAm Rivergrass Village 0 2000 4000 N a Connection to 11206•VEOSAd gR-I ROP• IIM; 3 BREAKPOINT m Rivergrass Village (TYP) m J Town of Big Cypress (North) J Oil Well Road (C.R.858) 33rd Ave NE 16" FM 8 WM UPSIZE TOO 20"� INTERIM n POC st Ave NE "^ TOBC (NORTH) POC 7 29th Ave NE 0ca ( , Town of Big Cypress (North) FT* C.2.'1 Randall Blvd. I II �1 24th Ave NE t I 22nd Ave NE I t UTILITY LINE ASSOCIATED 20th Ave NE I ' ', WITH TOBC (NORTH) 18thAve NE ----SPINE ROAD FROM TOBC fLLl' { (NORTH) POC TO TOBC 10th Ave NE i SOUTH POC TOBC C.2.2 0 & TOBC C.3 i i Town of Big Cypress (North) Future Vanderbilt Extension i I ' TOBC (SOUTH) POC 101hAve NE --{t Town of Big Cypress (South) t ; 801 Ave NE UTILITY SITE 1 rBELLMAR POC Gth Ave NE Bellrnar Village BEL.L.MAR CA i 1 • 2nd Ave NEl ► ` LEGEND _ POC Golden Gate Blvd E ® TOBC (NORTH) 2nd Ave. SE ty'�;� ® TOBC (SOUTH) P 4th Ave. SE i I ------ UTILITY MAINS ROUTE UTILITY MAINS ROUTE 6th Ave. SE i�' ASSOCIATED WITH LIA 8t1, F Collier County Utility Agreement TOBC (NORTH) TOBC Exhibit (B) 1 6C5 All ]EXHIBIT CA The Town of Big Cypress Engineer's Opinion of Probable Cost \oember 2025 Concept: This cast es(Imate is based on the contracted amount with Mitchell A Stark for 16" utility mains Along Big Cypress Pnrkw ay (North of Oil \ve0 Road) & (ail \beB Road Deana bon I'.w Price Quanbh Una Cost 6" Water Niam DR 14 S65 140 LF S9,106 Install 16" Water Main DR IS' Soo 873 LF $96,846 Install 16" Water Maain DR 25• S57 12.700 LF S724,154 Insull 20' Water Mlan HDPF SDR I I (Directional Bore)' S214 1,325 LF S283.842 6" Gate Valve S2,880 2 EA S5,760 8" Gate Valve $3.971 1 EA $3,971 12" Gate Valve $6,192 2 EA $12.394 Install If,` Gate Wale" $3.078 21 EA S64,642 6" Deflection Sl 254 _ EA S6.508 Potable Water 6" A R V $3.957 2 EA $7.913 16" Deflection $12.144 2 EA S24.287 16"A.KV 55.169 2 EA $10338 IZ"Blow-Off Assembh• S9.491 I EA $9,491 16"Blow-OD Asscmblv $5.887 1 EA S5,887 Fire Hvdrant Assenntly SI I,358 1 EA $I 1,358 Connect to Existing S4,372 I EA $9.372 Temporary Baetenal Sampling Point S1,040 2 EA $2 080 Temporary \\-sla Main Endm g S4.385 2 EA $8,770 Sn6-Toro1 51,286,o Desuspbon Unit Pace Quantity Unit Cost 12" Force hbm DR 14 $147 440 LF $64.508 12" Force Mam DR I8 $99 3.550 LF $351,905 Insull 16" Force M1am DR 19' S107 950 LF $101.175 Install 16" Force Main DR 25s S56 12,485 LF S694,665 Install 16' Force Main HOPE SDR I I (Directional Bore)' S200 1,720 LF S344,224 6" Plug Valve $3.968 1 EA S3,968 10" Plug \aloe $9,976 2 EA SI9.951 12" Plug valve S6,497 7 EA $ot 476 %%avewarer, Install 16" Plug Valve' S15,880 14 EA S222.320 12' Deflection $9,913 _ EA 519.826 12" AR\. SI0.531 2 EA S21.062 16" Deflection S16.705 2 EA $33.590 16" A.KV SI1,165 10 EA SI11,648 6" Blow -Off Asacmbly $7,016 1 EA $7.016 16" Blow -Off Assembly $7,130 1 EA $7.130 Connect to Existing $11 916 1 EA $11,916 Temporary Force --him Ending $3.391 2 EA $6.782 Sub-Tood 12,066,963 Desch bon Unit Price Quantav Una Cost Install 16' IQ Line DR 18• $99 930 LF $92.219 Install 16' IQ Line DR 25" $51 12,250 Lr S622,913 Install 20' IQ Mam HOPE SDR 111Dweelwnel Bore)' S226 1720 LF S389,047 6" Gale Valve S_ 870 3 EA S8,610 8" Gate \'aloe $3.790 _ EA $7,560 12" Gate Vaha $6,090 2 EA $12,160 Irrigation Install IV Gate Vah•e' $2.990 to EA S56,810 16" Deflection S12,140 - EA $36.420 16" A R. V. $3,060 3 EA $15.180 4"Blow-Off Assembly S5,550 1 EA $5,550 16" Bloss--Off Assembly S5,880 1 FA S5,880 Correct to Eatsting S9,380 I EA S9,380 Temporary IQ Mom Ending S4,310 EA S8,620 bVat.-Twafj 51, 270,349 Description knit Price Quantity Una Cost Erosion Control & Reporting $20.060 1 I.S $20,060 Mobiltzauon $78,000 1 IS S78.DDu Maintenance of Traffic (MOT) S15,000 I LS $I5,000 Enrhwork de EoMiscellaneousthrk&Final Density Testing Grading and 5taldteation Clearing S33,OD0 $�98.7(1(i ss.onri I I 19 5 LS LS Acres $33.000 $298.700 197,650 Blasting loft-. $70,000 5 Acres $345.100 F,11 S900 82500 CY S742,500 Pnmaling (5'.) S312.699 I LS 5312.699 .Srr6-7 51,942,709 TODC C.1 Total Cost I S6,566,677 1 6 C5 s¢F riR 411 tONN G f W nrnsss rv.el sa:{ eatt.tt to ten �� tONI�+ c+.Not Rnwf ftN,flo M w oSlcnrfloN 6n PN tlxna:Wl MAI On en .—I „mouwEMCr HflMK1 2 N,. eIN, aR u• i V s»31 .ara .Im 1n flr.mzs -W slrm l - @ W.i..uw CR »• VNo V Nrw pN+!a; fAm H».@)» f114aroW w, cR u• a lr wm N an aN )11ew W.i]m 1al.alrw a 4o 11-Wr.r:a DR xs' l »w bw Y.O mw pN 35]I A]q 9lxi mw f Vsn }o'WJn Wn WVE SDIE :1 Ea.t' @» Sttl Zx SRI.lel. �IJ» 10m -1»)Him 1„�.p }.-w:1+1W, MW[sl+R nld.c.wM w.V a ss few 11 IMO f10f ]0 1.ellnm f.0 Uxm f } 1xgOm H.Taw MIS tf RN 14 f rA .113.SO1)Illm 511919w iH f}9m t) yN }r eJ+vM: 0 [A bro 1 1S f00m 1!'AOm If K Whew, I G SI} IOH fEa.>n 1! {IS.IU H V1,1 )IS,I'S N }r WNexw A'ARV e d G Nm bro ww I t x )1A ]@w lfl]iw 41A)nm St 1,»lm f11 ]IIm 111 w1m 1'EbrrOn A,e Nm ww H)law H.)r!m H.)uw n Kew..oN a »w» »ws!} Um .Ufq» ]] »"ew.:oN 0 FA ifw wN 1 {]Alap 1r,0ram {I Ai1m n i.w.wlE r.r !A 11Awm 1}.oww I) 11 f11flm {11fHN _ $10.1wm WtlolY ff.wllllw fl gl.fSl if ilMA, Y)MMI a 1 WfN4NYw Ol to e V m ilw lw IO ft»m 111,1Wm 4t].Idm Mdllr lewNtlrw ql lr fN NNN fio1.11lw lw NO 1».fwm -{a1,Abw it Rau AY+@I»• + IL sae. MYtflw Jffl ON So .{les0L4 s a.w ».aa.waoR r o v Hw b. rw ]w IrH %I.US --. slwwxw IUMI.w f Imrr it raa.lra oR n• a sr Hm nw Ic.o fnro tat. ssntHw Unsw.w N+ IE rau wwlroNF illR It I}» V 4]wll uu2nw II 0 »wfN)2»m rw>r FmwNan ROVE f011II M. if rw0 two U@» 151 y. 110m NIIImm ]4 W �r VMN ] [ "In U siOW }O 419f)].n bm E HMfm �f f __ ff-aN» 4ullfM ti •o IYN VN. G SISIIOm t]])Y.Oro H f1H 4q 00 -W f]Ow faw f f stuliw flsx.:nw slu nsw A $IfMm yll Hltl S.. IS fle ns» 11 it Wn.avn - FA bN S.M. Hex»» $1129e» @ 11'ARV ro 11!N.>e 1111 b`w -x . H9l@m ZiR]}9m .-1»Owm N ]PARV a FA Nm aw _ ^] x S"s w f]f 010w » KE.wvnlM 0 G N Nw 1 f10{].w 4101m {rw]» .E MNan-0IA f Nm low 1f,f}fm fm." ff9»m fVNeW 1sVlAN» fIg93)N Htl,f».19 N 1'JOm lim le-Aw vNY N 1lfwm I.. M)Ww w .sl ow 4ruYM WRVAI: [A ww )qIm H U11A Im 4NAM ill)wN WAHI. MNM 2R14 H.YEfILN gAMf@1 {R!1 f1f»,}Itw Exhibit C i ti C 5 Exhibit V 16C5 LAIA PXIIIIII'I. CA The Town of Big Cypress Engineer's Opinion of Probable Cost June 2023 Concept: This cost cstimn(e is based on (he initial design to have utility mains ran throughout Itivcrgrass. Description Unit Price Quanlily Unit Cost 8" Water Main $30 8,504 LF $255,715 Potable\Valer 12" Wa(cr Main 8" Gate Valve $45 51,670 8,273 14 LP EA $369,555 $23,380 12" Gate Valve $2,720 13 EA $35,360 Sub -Total S684,010 6" Force Main $22 1.946 LF $42,481 10"Force Main $33 4,117 LF $135,202 12" Force Main $42 6,319 LF $263,313 wristewnter 6" Plug Valve $2,620 2 EA $5,240 10" Plug Valve S3,400 2 EA $6,800 12" Plug Valve 54,180 9 EA $37,620 Sub -Total $490,656 4" IQ Main $22 9,135 LF 5202,614 6" IQ Main $25 9,436 LF $234,296 8" IQ Main $30 5,323 LF SI60,063 12" IQ Main $45 7,961 LF $355,619 L-riealiun 4" Gate Valve 5500 I'1 EA $7,000 6" Gate Valve S800 15 EA 512,000 8" Gate Valve 51,670 9 EA 515,030 12" Gate Valve 52,720 14 EA $38,080 Sub -Twat 1 $1,024,701 I sc5 ZAIA EFRIRIT C.2.1 The Tnu n or Rig Cprcas IrrlNalinn Opt Nuacml,rr 21125 Conctim The cost ofirrigalhm Nr—ms fnr nc� tddil.-I maim dui „ill he rcquirrd In— The "fnun Nnd Ocllmar Which nn, from Ihr int—eelinn of Rip C2prc,s pNrke.),/ Oil Wa Road to the Inleruabul of IAIh Are 6 Spine RuNd jajrallpp Dcunpuoi, U,Nt Price Qlumlic Umr Cos, I6'PVC tm linn Main DR 23 $94 111,97R LF 51Al A,IA_ 16^Gale Pahc $17-423 N EA 5211.923 Verl—I DdLw— S12.I41, 16 FA 119J1.10 ARV $5 wo 32 EA S161920 16"Rtm,-OR Assarlbh SiJNh I EA SS-NAd Ten IO Main Fnd61 SS INN, 2 EA SIII.rNN1 I �S M1lobiltalmn Grldln Mlu SANI.t41 o,33 EA W), 116 Clcnn fA. 11N1 136 Af 111111.1(NI RhIS11n 11N1'M i71f1NNI 2 AC 51.1110"I FRI 5161 1,11NN1 C5 $5319fN, pemtun,¢,c"•1 SI2/S67 1 LS SI26_N7 TOBC"C2.1 DINICost 32.657.001 fins Oplmon of plabable Cnst (Opt') kIs bean prepared M LIA Fnpi—nng m rM r,,gmi of dN ounero, as a rcgwse—A of Eo,en.,s:mal ,Ignlc2. I.IA h:,s FNscd the mnl costs of Ihis OPC on prcalmu Work Ns19n o xh smdlar INojens or on rabces p,aIdM b} rcputabk romradors ue k, a narked w uh II. xcortLlnce ,. idl F AS 61 G-I S I N nt L 1i1rs is rot a �wmmcc or uanam7 ccp,csud nr iuylhed as to the cwalroclmn cost tM1 nNlc I,c obt:w¢d be 0o ner using eanpem—blddt l; If such a ptummer is needed 1, a .....undcd dnl mu.er prncur<the un ica of n I-lescromd V9 c um mr orobL m a bindi.,e b,d Roma colanchx l B C5 LIA E%IIIBITC.3 The Tuwn of Big CSpress F.nxinecr's Opinion of Pnrbnlfk Cart lSm-Miller 21115 Comps: The cm of kdpaflnn xccaonis fur Ibc addlmnAl nuns Ihat n ill be -IWu d to acne The Ton n and Win— a hid, rum frim the inlerseclion ut Ixlh Ace & Spun Road h+ the ncu oBOq sllc. Pylabk Water D-6 ron Unit PrKc oanfin Um Casl 16" PVC Wb1 DR23) $79 6:330 LF S196,115 16'GV S9.1M 9 EA Sx9-595 Fac th dnnt As—bh $9.731 IN EA SI S3.N96 To Nacicnal Sam lin Pam S1914 9 EA 517226 Toni ;'a: Alum Endm S5,0Ix1 J EA Slu.mm 16"ft. -Off A,—bh $6319, 1EA S12.6I2 .Snh-Treat $791,274 ,'J.fletralcr Dcxu uon Unx PIKC Ouamm Una I Cost IC PVC FM IDR.A) 5p3 6,370 LF SSJ7.117 If,* Plot Valcc SI L596 9 EA SI t11.366 16'Bton-OffA—bl+ S7.U0 EA S71.1611 Imp F-1,1m. Endn+U 55sm 3 EA SOMWO Soh-TIep1 $471,043 Irri.niMn Dscn uan Lini'p- Quanlin Unn Cwt !6" PVC Im .— M— S 4 .bola) LF $337.1R0 16.Ow Va1cc 39.933 1 EA 1 $9.9.15 Wri-1 DcOminn SY Y13 9 Sp9.217 ARV S10,331 I%S1p9,55p $624.216 2'NDPEfibvO acC-d..l S2n 2.695 tFA 933.91x1 Pull G 5 IKc Boy SS IpMI c S25,Bm1 S10x.371 ISIIM371 $111A.371 I SI0x.371 Sub -Teal flYS,hIJ TOBC C.3 Total Cost 52+3R1,17B TI UA has based fhc unit amu of thfs OPC un pre ions neck Iupnrx n nh snn6ar projttu w on +ylua pra+ded he repnlabk Mntraclars +ec ha+e narked anh m a«ordarKe xuh F.A.C'. 61G-IS{p!)t 1. /his n nm a guammtt m asrrem2 eaprcascd or mlplad ss fa the conswman cast rhm nm� be abum<d b) oanp sing compttifn-c bidding. If such o guaramee is .ceded a is recommeadcd dulf rower praurc the senices ofa prof sional —t enimotor or ohm. a buuh.g bid 0nm a —I—ta 1 6C5 LIA RIVERGRASS VILLAGE a. NORTH U) w ii IQ WELL SITE #1 psi f Q WELL SITE #2 IQ WELL SITE #3 OIL WELL ROAD (C.R. 858) RIVERGRASS VILLAGE SOUTH IQ WELL SITE #4 IQ WELL SITE #5 IQ WELL SITE #6 TOWN OF BIG CYPRESS 3: (n ui 0- U Y co --------- --- 1, --- - 17 - - - I CURRENT SITE 01 CURRENT 10 WELL SITE #2 CURRENT IQ WELL SITE 93 UTILITY SITE i 11 CURRENT 10 WELL SITE #4 CURRENT IQ WELL SITE #5 ------ --------- PROPOSED 10 WELL SITE #6 PROPOSED IQ WELL SITE #7 10 WELL SITE #7 BELLMAR VILLAGE Collier Villages IQ Well Site Locations Map Exhibit 16C5 I EXHIBIT C2.2 Thc T.— of Big Cspress Irrigation UPC nnecmher 2I12S Cnncrpt: The cues of irriptian arcoual. fur the xddimnxl main, shut ,ill he required In acm r Thc TMm and Bdintx, Which rnns from rhr inlcrsntinn of I1th A- A Sill. thud W the Wen a tilil2 xhc. IrrivatWn Ucsr ro++ Ufal P.. QIx111it\' Uldl C., 14 PVC Im tmn 8lalu IUR2?I S•14 2.330 LF $219,649 16° Uric Yahc 117.,421 3 EA S51269 l'cnKal PCOxchMt SI'lla ! EA 511,560 ARl' SS.dfdt 1 EA S-10,2811 16"Blass011' Asscnlbh S3.881t 1 EA $5.91s Ten 1) �Imn E+tli SS.atxt I EA SS a81 PunxlllilY„1 Si1.392 I 1S 518.392 TOIWC.2.2 nanl Cesr 1190,436 l3us Gpimml of Pmb:kk last « )PC+ Ms hero pnpmd hs LIA EtlgfMrlMq! al IhC MpKSI of IM M+"+Cr Or aS II lCgtlllCn\Itl Of gMCmlltidel a�K+C� LI A has haud dle uml rnsts of IWs UPC on pro wso uurk lusmrc n id+ similar Projects or ensailsytmided h?rcpiuhk mmradors oe kne nnrAcd n dhm —dance nrthFAC 61G•15I1 n11. this rs+x11agtumdre or nanoder.pms-ednr inpiird as to Un colxtnKtwn cast dw—u bc.oburaedhe on IKr nvnF cMryxntns b,M,,g If sash a e+uraMn- , orcdrd I is rtcnm+KlMcd dal onrcs ptaclnc the uts ofa proknmml cost csnn>,iror or +loam n Wttdinx bM ham a cnmr.Kinr nnato nann°anai GNOLI units: I "e: AR131 R S natsoe14 .. EXIUDIT C,3 The To\m or Big Cypress Utility Upsim Cost Cornpnrk.. 61-1, 2023 16C5 Concept: Presious1y, 16" trnnsmfnian mein, were to run along Big Cypress Parkwayservice to Golden Cale Boulevard by Collier County. Smaller losel lines sere to also run in the interior road of The I'— (Scenario 1). lfowcver the tomcat plans are for The To— and Bdimar to be —d vie 161, maim that nill cstend solely through the Interior road of The Town (Strands, 2) and not Through BCP. The TOBC cost cmnparison breaks do" the difference In costs for tilt pikes north of the utility site, Willing to lilt Interior rand of Tito Tmvn. The mnlns along BCP are not usluded in this cost vmparl... (Sim-1a Q. Scenarlo 1 (Old) 5-usrin 2 (New) Descri lion Unu Price Quantity Unit Cost Quarlity UnitFS320,,0.00 8'PVC \Vhl S60 870 LF S52,200 LF S"GV $5.600 1 EA S5,600 EA 12"PVC \Vhl $150 730 LF $109,500 LF Poluble\Vnitr 12"OV 56.900 I EA S6,90U EA 16* PVC Wht $200 LF 1.600 LF I6^GV 519,900 kA I EA PV7.0O3l.Dl11. Snb-Tula! 3174,,200 sob-7bsef S35$800 S185,600 Dcscri lion Unit pricy Quarstity Unit Cost Quantity Unit Cast 8'PVC FhI $100 73U LF S73,000 LF 8'Piu'Vol' $3,750 1 EA $3,730 - EA - wit'l enlor I'PVCFAI $210 LF 730 LF $133.300 16' Plus Valet S13;150 EA i EA S13,450 SE( Y-CO t M Sub-Tol.f $76.750 Sub-7nrot S166,7S0 590,000 Taln1 C.st S526 550 New Wark' Description Unit Price QumMY Unit Cast 1'mahle Water 16, PVCWhI $200 730 LF S146,000 16'GV S19,900 1 EA S19,900 1\'aslnvnter I6"PVC FbI $210 1600 LF $336000 16" Plus Vid v $13,00 2 EA S26,900 ) Snb-Tola11 $528,100 ) Toini (:on Diffarcnllsl S215'r 0 'ark' S528,800 I OBC l"Aall}rdil S801,400 'The plpe,L,e6,drdh,Aft-1--106'.anr. 7hlsarramrhesrhnv was noplpr Inrhh I-d-In3'rrnale 1 h—,r ld"fla Ser d' LIS,, trawlfar J.101"naldnalb) This Opinion of Pmbablc Cost (OPC) his been prp,—d by Agnoli, Bmber R Bmndnge. Inc. (ABB) nl lke rcq.,i is int ow -t-,ts a seq.ircarcm ofgmarnmrnul agency. ABB bu based tho ..it costs ofdus OPC on pmsiom wodehistmy with sinsJ. projects or an values provided by rtpumble c.mmetorr wo Its,, wod:ed with in accordant. with F.A C. 61G-1513.01 I, this is not aguamnleo mwamnty esprened ar hnplicd as to Use uanwclion east I]Qt may bo obtained by o\vner using comped6. bidding. Ifsuch a gum we is needed, it is reromm.nded that msnet procum Um senices of a prolessionsl cost estimslor or obtain a binding bid fsom a c.ntmct.r. CAO