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Agenda 06/27/2023 Item #16B13 (Purchase Order for the installation of stormwater drainage pipe for the CCON Wetland Outfalls project)06/27/2023 EXECUTIVE SUMMARY Recommendation to ratify the County Manager's award of the attached Purchase Order on a Request for Quote ("RFQ") for the "CCON Wetland Outfalls" project under Agreement No. 20-7800, "Underground Contractor Services," to Douglas N. Higgins, Inc., in the amount of $631,300. OBJECTIVE: To ratify the award of the attached Purchase Order for the installation of stormwater drainage pipe for the CCON Wetland Outfalls project within the Country Club of Naples. (Project No. 60102. CONSIDERATIONS: On May 09, 2023, (Agenda Item 16.A.19), the Board authorized the expenditure of Stormwater Capital Funds (not to exceed $850,000) for the installation of stormwater drainage to coincide with the Country Club of Naples Golf Course closure and authorized the Board to delegate authority to the County Manager to approve and issue a Purchase Order to the low bidder under Agreement No. 20-7800, "Underground Contractor Services" (the "Agreement"), subject to being later ratified by the Board. On May 16, 2023, staff emailed the RFQ to all vendors under the Agreement seeking bids for the "CCON Wetland Outfalls" construction project with a response deadline by May 22, 2023. On May 22, 2023, staff reviewed two timely submitted contractor quotes from Douglas N. Higgins, Inc, and Coastal Concrete Products, LLC d/b/a Coastal Site Development. The following remaining contractors under the Agreement did not resubmit bids: Quality Enterprises, USA, Inc., Cougar Contracting, Inc., Mitchell & Stark Construction Co., Inc., PWC Joint Venture, LLC, Southwest Utility System, Inc, Kyle Construction, Inc, and Haskins, Inc. The reasons provided by those contractors included that their current workload and available staff precluded them from providing a quote on this project. Company Name BID Amount Douglas N. Higgins, Inc. $631,300.00 Coastal Concrete Products, LLC d/b/a Coastal Site Development $724,980.00 Quality Enterprises, USA, Inc. No Bid Cougar Contracting, Inc. No Bid Mitchell & Stark Construction Co., Inc. No Bid PWC Joint Venture, LLC No Bid Southwest Utility Systems, Inc. No Bid Kyle Construction, Inc. No Bid Haskins, Inc. No Bid After reviewing the quotes received, staff found Douglas N. Higgins, Inc. to be the lowest responsive and responsible bidder for the "CCON Wetland Outfalls" project. Douglas N. Higgins Inc. is a Michigan corporation authorized to transact business in the State since 1973 and has a local business office. Higgins is currently one of the nine approved contractors on the County's annual underground contractor services agreement and has previously successfully completed work on numerous Collier County projects. The County has until August 1, 2023, to complete construction of this important stormwater project to coincide with unrelated construction activities on the golf course to avoid additional costs associated with needing to go back and finish the project and further address restoration to the course at a later date. The County Manager approved and issued the Purchase Order, which is subject to formal ratification by the Board. If the approval by the County Manager is not ratified by the Board, the County Manager's approval shall be enforceable against Collier County only to the extent authorized by law in the absence of such ratification by the Board. Packet Pg. 1009 06/27/2023 GROWTH MANAGEMENT IMPACT: This item is consistent with the Public Facilities Element, Stormwater Management Sub -Element of the Growth Management Plan. FISCAL IMPACT: Funding in the amount of $631,300 is available in Stormwater Bond Fund (3052), Project 60102. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: Recommendation to ratify the County Manager's award of the attached Purchase Order on a Request for Quote ("RFQ") for the "CCON Wetland Outfalls" project under Agreement No. 20-7800, "Underground Contractor Services," to Douglas N. Higgins, Inc., in the amount of $631,300. Prepared By: Beth Johnssen, Director, Capital Project Planning, Impact Fees, and Program Management Division ATTACHMENT(S) 1. Bid Package (PDF) 2. NTP_CCON Wetland Outfalls_6-06-2023 (PDF) 3. (linked) CCON Easement Agreement -Signed 5/9/23 16.A.19 (PDF) Packet Pg. 1010 16.B.13 06/27/2023 COLLIER COUNTY Board of County Commissioners Item Number: 16.13.13 Doe ID: 25820 Item Summary: Recommendation to ratify the County Manager's award of the Request for Quote ("RFQ") for "CCON Wetland Outfalls" under agreement #20-7800, "Underground Contractor Services" to Douglas N. Higgins, Inc., in the amount of $631,300. Meeting Date: 06/27/2023 Prepared by: Title: — Capital Project Planning, Impact Fees, and Program Management Name: Daniel Roman 06/12/2023 11:29 AM Submitted by: Title: Division Director - Capital Proj Plan, Impact Fees — Capital Project Planning, Impact Fees, and Program Management Name: Beth Johnssen 06/12/2023 11:29 AM Approved By: Review: Capital Project Planning, Impact Fees, and Program Management Beth Johnssen Growth Management and Community Development Department Jeanne Marcella Department Transportation Management Operations Support Raquel Ovares Transportation Management Operations Support Tara Castillo Procurement Services Ana Reynoso Level 1 Purchasing Gatekeeper Growth Management and Community Development Department Lisa Taylor Transportation Management Services Department Trinity Scott Procurement Services County Attorney's Office Community & Human Services Office of Management and Budget County Attorney's Office County Manager's Office Board of County Commissioners Sandra Herrera Procurement Director Review Scott Teach Level 2 Attorney Review Maggie Lopez Additional Reviewer Debra Windsor Level 3 OMB Gatekeeper Review Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Amy Patterson Level 4 County Manager Review Geoffrey Willig Meeting Pending Additional Reviewer Completed 06/12/2023 11:52 AM Transportation Management Services Completed 06/12/2023 2:48 PM Additional Reviewer Completed 06/12/2023 3:18 PM Additional Reviewer Completed 06/13/2023 7:52 AM Completed 06/13/2023 9:44 AM Additional Reviewer Completed 06/13/2023 2:13 PM Transportation Completed 06/13/2023 3:31 PM Completed 06/15/2023 1:29 PM Completed 06/21/2023 10:08 AM Completed 06/21/2023 10:08 AM Completed 06/21/2023 10:10 AM Completed 06/21/2023 2:15 PM Completed 06/21/2023 3:57 PM 06/27/2023 9:00 AM Packet Pg. 1011 16.B.13.a TeufferKarin From: Tammy Ludwig <tammyl@dnhiggins.com> Sent: Monday, May 22, 2023 2:23 PM To: RomanDaniel Cc: DANH@dnhiggins.com; Mike Lobello Subject: Quote - CCON Wetland Outfalls Attachments: Quote - CCON Wetlands Outfalls.pdf EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Daniel, Attached is our quote for the "CCON Wetland Outfalls". Have a great afternoon! Tammy Ludwig Office Manager Douglas N. Higgins, Inc. 4485 Enterprise Ave. Naples, FL 34104 Phone: (239) 774-3130 Fax: (239) 774-4266 Email: tammyl@dnhiggins.com 1 Q Packet Pg. 1012 16.B.13.a CoTtler County Transportation Management Services Department Capital Project Planning, Impact Fees & Program Management Division RESPONSE FORM AGREEMENT NO.20-7800 "UNDERGROUND CONTRACTOR SERVICES" TERM ENDS: 06/21/2026 To: mapuiar@coastalconereteproducts.com; dmacllado a,coastalsitework.com; david @torrescomnanies.com; andrew n,cougarcontractingllc.com; Kwilkie2000gdnhiggins.com; danh n,dnhiggins.com; mikel0_dnhiggins.com; tarnmyl@dnhiggins.com; Rrnacphee cr,haskinsinc.net; Kyleconstinc(ir),aol.com; BPenner i-nitchellstark.com: Kmarkhardt(( pwc-llc.com: bre"Qswutility.net: shaneOswutility net• 1 audio geusa.com; mcohen ageusa.com Contact: Daniel Roman, PE, Project Manager Supervisor Daniel.Roman@colliercountyfl.gov Direct line: 239.252.5181/ Cell: 239.359.8445 Schedule of Events Project Name: "CCON Wetland Outfalls" RFQ Release Date: 5/16/2023 Pre -Bid Meeting (Non -Mandatory): N/A Pre -Bid Meeting Location: N/A Questions Due: 5/18/2023 @ 12:00 p.m. Quotes Due': 5/22/2023 @ 3:00 p.m. EDT Documentation Included: Scope of Work, Plans, Bid Schedule Number of Days to Final Completion: 98 days (Substantial 68 Days + 30 Final Completion Days) Liquidated Damages: $1500.00 Per Day Payment & Performance Bonds: Quotes over $200,000 Interested Contractors shall fill in the Request for Quotation Form and Bid Schedule and email them to Daniel Roman (Daniel.Roman a,colliercountyfl.gov) by the Quote due date and time. Firm Name: Douglas N. Higgins, Inc. Quote Submission Date: 5/22/23 Print Name & Title: Daniel Higgins, President Email: Danes@dnhiggins.eom Direct Line: 734-996-9500 Quote Valid for: 60 Days Signature: Cell Phone: 239-253-3701 ' Exhibit A, Scope of Services, Article V.B, provides in part, the following procedure for obtaining quotes for projects with a value of $50,000 to $1,000,000: "(2) Contractor shall respond with the quote within ten (10) business days. The County's Project Manager or designee will review all quotes received by the given due date and may negotiate with the Contractor who submits the lowest quote." That section also states that '[t]he County reserves the right to waive any or all of these requirements if in the best Interests of the County and to separately solicit for any job. The County reserves the right to supply all necessary parts for selected projects and repairs." Due to the urgency In being able to work on the golf course during the period when it is concurrently under construction improvements by the Country Club of Naples and currently close, the County is waiving the ten business day response time and invoking a shorter response period so that this project has an opportunity to proceed within the Country Club's golf course improvement project in the best interests of the County. Q Packet Pg. 1013 16.B.13.a Project: CCON Wetland Outfalls Project No.: 60102.12.11 Agreement: 20-7800 "Underground Contractor Services" BID SCHEDULE, ESQ tMQ%'e/ Contractor: Douglas N. Higgins, Inc. Bid Submission Date: 5/22/2023 Item Number Item Description Unit Estimated Quantities Unit Price Total Price I Mobilization/Demobilization LS 1 $ 120,000.00 $ 120,000.00 2 Erosion and Sedimentation Control LS 1 $ 20,000.00 $ 20,000.00 3 Survey Layout and Record Drawings LS 1 $ 20,000.00 $ 20,000.00 4 Pre -Construction Video and Photographs LS 1 $ 4,900.00 $ 4,900.00 5 Post -Construction Video _ LS 1 $ 4,900.00 $ 4,900.00 6 Clearing and Grubbing LS 1 $ 40,000.00 $ 40,000.00 7 Remove Existing 24" HDPE (130 LF+/-) Interconnect #2 LS 1 $ 12,000.00 $ 12,000.00 8 Remove Existing 12" CMP (165 LF+/-) Interconnect #3 LS 1 $ 12,000.00 $ 12,000.00 9 Remove Existing 12" Headwall; Interconnect #3 LS 1 $ 10,000.00 $ 10,000.00 10 Remove Existing Inlet; Interconnect 43 LS 1 $ 4,000.00 $ 4,000.00 11 Remove Existing 24" ADS (75 LF+/-) Lake #8 LS 1 $ 5,000.00 $ 5,000.00 12 Rip -Rap, 12" Thick Over Geotextile (F&I) (Interconnect #2) SY 22 $ 400.00 $ 8,800.00 13 Bahia Sod (F&I) Burning Tree ROW LS 1 $ 9,000.00 $ 9,000.00 14 36" HDPE. N12 Drainage Pipe Installation (County to Supply Pipe) LF 1600 $ 149.00 $ 238,400.00 15 24" HDPE N12 Drainage Pipe (Miscellaneous Connections) (County to Supply Pipe) LF 20 $ 200.00 $ 4,000.00 16 36" x 24" Pipe Maintenance Access Risers - Complete (County to Supply Risers) EA 3 $ 4,200.00 $ 12,600.00 17 36" HDPE Elbow- (2) 45 Degree; (1) 22.5 Degree; (1) 30 Degree; (1) 90 Degree (County to Supply Fittings) EA 5 $ 3,500.00 $ 17,500.00 18 24" HDPE Elbow - 45 Degree (County to Supply Fittings) EA 4 $ 3,400.00 $ 13,600.00 19 36" x 24" HDPE Reducer (County to Supply Fittings) EA 2 $ 3,400.00 $ 6,800.00 20 Connection to Existing Inlet/Modify Existing Inlet (Lake #8) EA 1 $ 8,900.00 $ 8,900.00 21 Connection to Existing Inlet/Existing 24" HDPE (Lake #9) EA 1 $ 8,900.00 $ 8,900.00 Subtotal Bid $ 581,300.00 22 Project Allowance Fixed I $ 50,000.00 $ 50,000.00 Total Bid $ 631,300.00 0 N Go to N O aI R Y V R d m C d E L V R Q Packet Pg. 1014 iVN Co per County Transportation Management Services Department Capital Project Planning, Impact Fees & Program Management Division June 5, 2023 Daniel Higgins Douglass N. Higgins, Inc. 4485 Enterprise Ave. Naples, FL 34104 RE: NOTICE -TO -PROCEED FOR CCON Wetland Outfalls Contract No. 20-7800 Purchase Order/Work Order No. 4500224869 Collier County Project No. 60102.12.11 Dear Mr. Higgins: This letter serves as Collier County's official NOTICE TO PROCEED (NTP) to your Company to commence with the above referenced project. This NTP is issued pursuant to Contract #20-7800. The purchase order number is shown above, and a copy of the P.O. is enclosed. This NTP is limited to the scope of work for: CCON Wetland Outfalls for $631,300.00. To facilitate the payment process, please include the following information on each invoice: The beginning and ending billing dates; the purchase order/work order number written above, as well as the Collier County project number. Also, please describe clearly which task(s) is/are being billed to, and do not invoice more than is remaining in a particular task. Lastly, please mark the final invoice as "FINAL". Commencement date for the services associated herewith shall be considered to be June 6, 2023. The substantial completion date shall be considered to be August 13, 2023. Final completion of all work shall be as defined and set forth in the agreement. In compliance with the Contract, Final Completion of all work shall be considered to be when the County acknowledges final acceptance. If you have any questions, please contact me. Sincerely, Mark Zordan Capital Stormwater Manager Cc: Beth Johnssen, Division Director; Daniel Roman, P.E., Supervisor — Project Management; Karin Teuffer, P.E., Project Manager; Lisa Taylor, Senior Management/Budget Analyst; Procurement Services 16.B.13.b r Packet Pg. 1015 2685 Horseshoe Drive South - Naples, Florida 34104.239-252-8192 • uwuw.colliercountyfl.gov ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 b A 9 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS ❑FFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slily and original documents are to he forwarded to the ('onnty Attorney Office at the time the item is placed on the agenda. All completed routing slips and original document- must be received in the County Attorney Ulriev no later than Monday preceding the Board meeting. ** ROUTING SLIP** Complete routing Iines # 1 through #2 as appropriate for additional signatures, dates, and/or information needed. If the doctmem is already complete with the exception of the Chairman's signature, draw a line through routing Iines 9i 11lrrough 42. complete the checklist, and Jorward to the County Attomcy 0t'fiicc. Route to Addressees (List in routing order) Office Initials Date 1. 2. (Enter your Dept here) 3. County Attorney Office County Attorney Office L� 4, BCC Office Board of County Commissioners AL S 2 5. Minutes and Records Clerk of Court's Office PRIMARY CONTACT INFORMATION NormaIIy the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of [lie addressees above may need to contact staff For additional or missing information. Name of Primary Staff Madison Bird Phone Number 2939 Contact / De artmcnt Agenda Date Item was 519123 Agenda Item Number 16.A.19 b • the BCC —Approved Type of Documents) Purchase of Permanent and Temporary Number of Original I Attached Easements Documents Attached PO number or account number if document is to be recorded INSTRUCTIONS & CHECKLIST Initial the Yes column or mark "N/A" in the Not Applicable column, whichever is Yes NIA (Not a rn riate. Initial Applicable) 1. Does the document require the chairman's signature? (stamped unless otherwise stated) MB 2. Does the document need to be sent to another agency For additional signatures? If yes, NIA provide the Contact Information Name; Agenc • Address; Phone on an attached sheet. 3. Original document has been signed/initialed for legality. (All documents to be signed by MB the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attome .) 4. All handwritten strike -through and revisions have been initialed by the County Attorney MB 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 MB 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 MB signature and initials are required. 7. in most cases (some contracts are an exception), the original document and this routing slip NiA should be provided to the County Attorney Office at the time the item is uploaded to the agenda. 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 �5/9/23 and all changes made during /A is xtat the meeting have been incorporated in the attached document. The County Attorney an option for Office has reviewed the changes, if applicable. this line. 9. Initials of attorney verifying that the attached document is the version approved by the NIA is not BCC, all changes directed by the BCC have been made, and the document is ready for the an option for Chairman's signature. .his line. D:1-D 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip W WS Original 9.03.04; Revised 1.26.05, 2.24,05'. 1 1/30/12; 4/22/16. 9/10/21 16A1 DocuSign Envelope ID: 178463F94801-4060-8013-462DA10BE34E PROJECT: 60102 — Stormwater Improvements for the BCG & CC/CCN Areas PARCEL NO's: 177DE, 177DAE, 1771'CE1. 177TCE2, 177ROE FOLIO NO: 61941800007 EASEMENT AGREEMENT Country Club of Naples THIS AGREEMENT (hereinafter referred to as the "Agreement") is made and entered into on this "I *, day of "y - , 2023, by and between THE COUNTRY CLUB OF NAPLES, INC., a Florida hat for profit corporation, whose mailing address is 185 Burning Tree Drive, Naples, FL 34105-6308 (hereinafter referred to as "CCRT") and COLLIER COUNTY, a political subdivision of the State of Florida, whose mailing address is 3299 Tamiami Trail East, c/o the Office of the County Attorney, Suite 800Naples, Florida 34112 (hereinafter referrcd to as "the County"). WITNESSETH: WHEREAS, CCN and the County are desirous of addressing flooding upon certain real property owned by CCN and adjacent lands, as more fully described in this agreement; and WHEREAS, the County will be completing certain Stormwater Improvements for the Big Cypress Golf and Country Club Estates (BCG & CC)/CCN Areas Project No. 60102.12, the Upper Gordon River Channel Improvements Project No. 60102.11, the Solana Road Stormwater Improvements Project No. 60102.7 (collectively the "Stormwater Improvements"), and requires certain easements, as identified on Exhibit A; and WHEREAS, in order to construct the Stormwater Improvements, the County has requested that CCN convey to the County 1) a perpetual, non-exclusive Drainage Easement with responsibility for maintenance (the "Drainage Easement") over, under, upon and across the lands described in composite Exhibit "B" (Parcel 177DE"); 2) a perpetual, non-exclusive Drainage Fuld Access Easement with the right, but without the responsibility for maintenance (the "Drainage and Access Easement") over, under, upon and across the lands described in composite Exhibit "C" (Parcel 177DAF."); and 3) a Temporary Construction Easement over, under, upon and across the lands described in composite Exhibit "D" ("Parcel 177TCE1"); 4) a Temporary Construction Easement over, under, upon and across the lands described in composite Exhibit "E" ("Parcel 177TCE2"); and a License and Right of Entry over, under, upon and across the lands described in composite Exhibit "F" ("Parcel 177ROE"), all of which exhibits are attached hereto and shade a part of this Agreement; and WHEREAS, CCTV recognizes the benefit to CCN and desires to convey the Parcels 177DE, 177DAE, 177TCE1, 177TCE2 and 177ROE (collectively, the "Easements") to the County for the stated purposes, on the terms and conditions set forth herein. NOW, THEREFORE, in consideration of these premises and other good and valuable consideration, the receipt and sufficiency of which is hereby mutually acknowledged, it is agreed by and between the parties as follows: RECITALS - All of the above recitals are true and correct and are hereby expressly incorporated herein by reference as if set forth Fully below, and all Exhibits referenced herein are made a part of this Agreement. 1bAtg OncuSign Envelope to! 17B483F"801-406bB013-482QA70BE345 2. PURCHASE PRICE - CCN shall convey the Easements to the County for the sum of $25,000.00. Except as specifically provided for in this agreement, said payment to CCN, payable by County Warrant, and shall be full compensation for the Easements, including all attorneys' fees, expert witness fees and costs as provided for in Chapter 73, Florida Statutes. CLOSING DOCUMENTS AND CLEAR TITLE CCN shall obtain from the holders of any liens, exceptions and/or qualifications encumbering the property underlying the Easements the execution of such instruments which will remove, release or subordinate such encumbrances front the property upon their recording in the public records of Collier County, Florida, Within seven (7) days of the Effective Date of this Agreement (the "Closing Date"), CCN shall provide the County with the following documents and instruments properly executed, witnessed, and notarized where required, in a form acceptable to the County (hereinafter referred to as "Closing Documents"): a. Easement instruments substantially in they form of Exhibits `B", "C", "D" and "E' ; b. A Right of Entry instrument substantially in the form of Exhibit "F"; e. Instruments required to remove, release or subordinate any and all liens, exceptions and/or qualifications affecting the County's enjoyment of the Easements; d. Title Work covering the Golf Course; Q. W-9 Form; and f. Such evidence of authority and capacity of CCN and its representatives to execute and deliver this agreement and all other documents required to consummate this transaction. as reasonably determined by the County, County's counsel and/or title company. Within seven (7) days of receipt of the above, the County shall notify CCN of any title objections and instruments required pursuant to 3(c) above. Failure by CCN to provide the instruments described in 3(c) by the Closing Date shall not constitute breach of this Agreement. However, CCN shall make reasonable efforts to provide the instruments required in 3(c) as promptly as possible. CURATIVE INSTRUMENTS AND PROCESSING FEES - The Cowtty shall pay all fees to record any curative instruments required to clear title, and all Easement instrument recording fees. In addition, the County shall pay reasonable costs and/or processing fees required by lien -holders and/or easement -holders in connection with the execution and delivery of a Release or Subordination of any mortgage, lien or other encumbrance recorded against the Property. The Easements are being acquired under threat of condemnation and are accordingly exempt from the payment of documentary stamp taxes. Page I of 7 1 6A19 ❑acuSign Envelnpe 10: 17B483F9-8801-4066-8013-482DA70BE346 DURATION OF TCE'S- a. PARCEL 177TCEI - The term of Parcel 177TCE] shall commence upon the Effective Date of this Agreement and shall terminate on July 31, 2023, PARCEL 177TCE2 - The terns of Parcel 177TCE2 shall commence upon the Effective Date of this Agreement and shall terminate on December 3I, 2024, c. PARCEL 177TCE]A- The term of Parcel 177TCEIA shall commence upon the Effective Date of this Agreement and shall automatically terminate four years therefrom. 6. CONSTRUCTION TIMELINE FOR LAKE INTERCONNECTS FOR PROJECT 60102.12- The County understands and agrees that construction of the lake interconnects for Project 60102.12 shall be coordinated with CCN to occur during golf course closure and that construction of the Iake interconnects shall not conflict with operation of the golf course. The lake interconnect for Lake ] I shall be completed no later than July 15, 2023. The lake interconnect for Lance 10 shall be completed no later than July 1, 2023. The lake interconnect for Lake 9 shall be completed no later than June 15, 2023, The lake interconnect for Lake 8 shall be completed no Iater than June 1, 2023. These timefirames may be extended by mutual agreement of the Parties. RESTORATION WORK- Notwithstanding the deadlines provided for in paragraph 6, should construction of the lake interconnects for Lakes 8, 9, 10, and 11 fail to be completed by August 1, 2023, then the County shall be responsible for repairing, fixing, or restoring any damaged seeded areas with new sod, the type of which sliall be approved by CCN. The Parties understand and agree that restoration of seeded areas shall not be required if the County completes the lake interconnects by the deadlines provided for in paragraph 6. 8. FUTURE CONSTRUCTION- Should the County need to complete additional earthwork for the Stormwater improvements at a future date, the County shall coordinate with CCN for timing of such earthwork., The County shall be permitted to conduct non -Earthwork construction within its easement areas from October I" through May 31". Notwithstanding, the County may conduct earthwork construction in easements 177TCE2, 177DE4, 177TCEI A, 177DE2 at any time. This section shall not be construed to prohibit the County from exercising its maintenance obligations and/or permanent easement rights at any time. SECURITY FOR PARCEL 177TCE2- Parcel 177TCE2 contains a security gate for the golf course which shall not be disturbed by the County. The Courity shall coordinate security of the golf course with CCN during the course of construction of the Stormwater Improvements, including closure and locking of the gate. 10. LANDSCAPING OF PARCEL 177TCE1 A - The County shall, at its sole cost and expense, install a single row of 48" high Cocoplutn shrubs along Parcel 177TCE1 A for the Upper Gordon River Channel Improvements Project No. 60102.11. CCN shall, at its sole cost and expense, maintain these shrubs upon termination of the TC.E- Pap3of7 Cqp 1 6 A I ❑octiSign Envatope ID: 17@483F9.8801-4066-8013-482DA10$E346 11. STORAGE OF MATERIALS- CCN acknowledges and agrees that materials may be stored on the go]f course during the course of the County's construction of the Stormwater Improvements, Such storage shall not conflict with operation of the golf course. 12, MAINTENANCE AND REPAIR— The Shared System, as identified in Exhibit A, shall include all stortnwater ponds, control structures, drainage structures and pipe conveyance system within the boundaries, as shown in Exhibit A". CCN shall be responsible, at its sole cost and expense and in perpetuity, to maintain the Shared System. Notwithstanding CCN's sole maintenance responsibility, the parties acknowledge that, in an emergency or natural disaster, or if maintenance of the Shared System presents a threat to public safety, parcel 177DAE shall allow the County to do whatever it deems necessary to repair or maintain the Shared System, The County snail be granted access to the Shared System at all times, however, the County shall notify CCN if it is accessing the Shared System for non - emergency or non -natural disaster purposes. Should CCN fail to maintain the Shared System, the County may provide notice to CCN in writing, specifying the nature of the deficiency. Within five working days following receipt of such notice, CCN shall commence and diligently pursue the completion of the appropriate repairs or cure to be affected. Should damage to, or failure to maintain the Shared System result in a risk to public safety, 1) CCN shall affect the repairs within twenty-four hours of receipt of the County's written notice, or 2) the County may, at its option, effect the repairs without the need for prior notice to CCN and will promptly bill CCN for all actual costs incurred in effecting the repairs. CCN shall reimburse the County for such costs within thirty days of receipt of the County's bill. Five years after completion of construction of the Shared System and every five years thereafter, CCN shall perform an inspection by a certified engineer to assess the condition of the. Shared System. The inspection report shall be forwarded to the County for monitoring. 13. REPRESENTATIONS AND WARRANTIES - CCN agrees, represents and warrants the following: a. CCN has full right, power and authority to own and operate the property underlying the Easements, to enter into and to execute this Agreement, to execute, deliver and perform its obligations under this Agreement and the instruments executed in connection herewith, to undertake all actions and to perform all tasks required of CCN hereunder and to consummate the transaction contemplated hereby. No party or person other than the County has any right or option to acquire the Easements or any portion thereof. Until the date fixed for Closing, so long as this Agreement remains in force and effect, CCN shall not encumber or convey any portion of the property underlying the Easements or any rights therein, nor enter into any agreements granting any person or entity any rights with respect to such property, without first obtaining the written consent of the County to such conveyance, encumbrance, or agreement, which consent shall not be unreasonably withheld. Page 4 of 7 16A19 DccuSign Envelope ID: 178493FMBDI -4060-8013-482DAl OBE346 CCN has no actual knowledge that there are any suits, actions or arbitration, administrative or other proceedings or governmental investigations or requirements, formal or infonnal, existing or pending or threatened which affect the Easements or which adversely affect CCN's ability to perform hereunder, nor is there arty other charge or expense upon or related to the property underlying the Easements that has not been disclosed to the County in writing prior to the effective date of this Agreement. e. The property underlying the Easements, and all uses of the said property, have berm and presently are in compliance with all Federal, State and Local environmental laws; that no hazardous substances have been generated, stored, treated or transferred on the said property except as specifically disclosed to the County; that the CCN has no actual knowledge of any spill or environmental law violation on the property contiguous to or in the vicinity of the Easements to be conveyed to the County, that CCN has not received notice and otherwise has no actual knowledge of. a) any spill on the property; b) any existing or threatened environmental lien against the property, or c) any lawsuit, proceeding or investigation regarding the generation, storage, treatment, spill or transfer of hazardous substances on the property. This provision shall survive Closing and is not deemed satisfied by conveyance of title. CCN shall indemnify, defend, save and hold harmless the County against and from, and to reimburse the County with respect to, any and all damages, claims, liabilities, laws, costs and expenses (including without limitation reasonable paralegal and attorney fees and expenses whether in court, out of court, in bankruptcy or administrative proceedings or on appeal), penalties or fines incurred by or asserted against the County by reason or arising out of the breach of Owner's representation under sections a-e. This provision shall survive Closing and is not deemed satisfied by conveyance of title. 14. rNTDEMNIFICATIONS- CCN shall indemnify, defend, save and hold harmless the County against and from, and reimburse the County with respect to, any and all damages, claims, liabilities, laws, costs and expenses (including without limitation reasonable paralegal and attorney fees and expenses whether in court, out of court, in bankruptcy or administrative proceedings or on appeal), penalties or fines incurred by or asserted against the County by reason or arising out of the breach of any of CCN's representations under paragraph 12, and against any and all claims and demands and causes of action that may arise as a result of maintenance of the Shared System. This provision shall survive Closing and is not deemed satisfied by conveyance of title. To the extent permitted by Florida law and subject to the statutory limitations set forth in Florida Statutes, Section 768.28, County shall indemnify, defend, save and hold harmless CNN against and from, and reimburse the County with respect to, any and all damages, claims, liabilities, laws, costs and expenses (including without limitation reasonable paralegal and attorney fees and expenses whether in court, out of court, in bankruptcy or administrative proceedings or on appeal), penalties or fines incurred by or asserted against CNN and against any and all claims and demands and causes of action that may arise as a result of the design and construction of the Shared System. This indemnification is Page 5 OF7 O Dow Sign Envelope IQ: 178483F9.8801-406D-8013-482DAIDBE346 contingent upon CCN complying fully with its obligation to maintain the Shared System. This provision shall survive Clositig and is no( deemed satisfied by conveyance of title. 15. EFFECT] VE DATE - This Agreement and the terms and provisions hereof shall be effective as of the date this Agreement is executed by both parties and shall inure to the benefit of and be binding upon the parties hereto and their respective heirs, executors, personal representatives, successors, successor trustees, and/or assignees, whenever the context so requires or admits. 16} ENTIRE AGREEMENT - Conveyance of the Easements by CCN is contingent upon no other provisions, conditions, or premises other than those so stated above; and this written Agreement, including all exhibits attached hereto, shall constitute the entire Agreement and understanding of the parties, and there are no other prior or contemporaneous written or oral agreements, undertakings, promises, warranties, or covenants not contained herein. 17. VENUE - This Agreement is governed and construed in accordance with the laws of the State of Florida. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date first above written. AS TO COUNTY: ATTEST: CRYSTAL K. KINZEL, Clerk of the Circuit C ,& Comptroller )3y Est as to Chairman's eputy Clerk signature only jApprvedo formand legality: ar, Assistant County Attorney 3 BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Bv: RICK LOCASTRO, Chairman Page 6 ar7 1 6 A i Docu5ign Envelope ID: 17a483F9-8801-406M013-482DA16BE346 AS TO CCN: (Signature) �y�lil�S�tC►� 0114w Name (Print or Type Witness (Signature) Name (Print or Type) THE COUNTRY CLUB OF NAPLES, MC., a Florida not for profit corporation ;Xvffi slipnrd hy_ President Page 7 of 7 2L! L'aH �ie%!ayiny �,•«„ a°Y I. ¢ -H c; 311; C)L'V3lDH oozssac �ctz� :� 8 L6E£'�j 'siaSry wj II81HX3 ALI1N3 via°v u+noa>r�rri°a 1 Hp 1HJIa s$ 51N3W3AOH'2 "IVA? wOIS S.LN3 W3SV3 531dm io un10 AHLHn00 S SRVIS3 o c an1O Aawnoa OW �IOq MUdAO Ore Q W aNa W bf ;S S iS v gI� a tit 44-eb,"t-V ri pw y � 1 � Y r Vim. ass ",i �s �4 � • � . �' i. e ■ y �Ys dv i[�Fi -L2Ai '.L M Y A-^ ew+iM-3--3- Easement Agreement Exhibit B 1 6 Al PROJECT: 60102 — Stormwater Improvements for the BCG & CCICCN Areas PARCEL NO: 88888-177DE FOLIO NO: 61941800007 DRAINAGE EASEMENT THIS EASEMENT, made and entered into this day of , 2023, by THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation, whose mailing address is 185 Burning Tree drive, Naples, FL 34105-6308, (hereinafter referred to as "Grantor") to COLLIER COUNTY, a political subdivision of the State of Florida, whose mailing address is 3299 Tamiami Trail East, c/o the Office of the County Attorney, Suite 800, Naples, Florida 34112 (hereinafter referred to as "Grantee"). (Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and their respective heirs, legal representatives, successors, and assigns. Grantor and Grantee are used for singular or plural, as the context requires.) W I T N E S S E T H- Grantor, for and in consideration of TEN DOLLARS ($10.00) and other valuable consideration paid by the Grantee, the receipt and sufficiency of which is hereby acknowledged, hereby conveys, grants, bargains and sells unto the Grantee, a perpetual, non-exclusive drainage easement to enter upon and to install and maintain drainage structures and facilities, including but not limited to ditches, swales, earthen berms, rip -rap and retaining wall systems, underground pipes, and various types of water control structures over, under, upon and across the following described lands located in Collier County, Florida, to wit: See attached Exhibit "A" which is incorporated herein by reference. Subject to easements, restrictions, and reservations of record. THIS IS NOT HOMESTEAD PROPERTY TO HAVE AND TO HOLD the same unto the Grantee together with the right to enter upon said land and to place andlor excavate materials for the purpose of constructing, operating, and maintaining drainage facilities thereon. This easement includes the right to remove and use any and all excavated material. Grantee shall repair or replace any landscaping or improvements within the easement damaged as a result of the County utilizing the easement. The easement granted herein shall constitute an easement running with the land and shall burden the lands described above. IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and year first above written. WITNESSES: GRANTOR: THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation By: (Signature) (Print Name) (Signature) (Print Name) DAVID REIF. President 1 6 A I The foregoing Drainage Easement was acknowledged before me by means of ❑ physical presence or ❑ online notarization this day of 2023, by DAVID REIF as President of THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation, on behalf of the company, who - is personally known to me OR produced (affix notarial seal) Approved as to form and legality: ❑EREK P. PERRY, ESQ. Assistant County Attorney as proof of identity_ (Signature of Notary Public) (Print dame of Notary Public) Serial 1 Commission # {if My Commission Expires: 16�19 N.•j20211202I107�SKFCWE Ali I& 60yM WY EIgEiIf OS Shc a.Crp ZA/2R73 M7A8 Pm Mtf.d by: JvsepliMann Exhibit A N LZ i FOLIO #: 61941800007 p 20' 40' o LI7 irl r'7 z �T~ N LINE BEARING DISTANCE Li S 64'43.11' E 457.6a' L2 N 86'59.44" E 30.00' L3 S 03'00'06" E 125.82' L4 S 86'59'54" W 75.00' L5 S 03'00'06" E 235.19' L6 S 87'00'04" W 15.00• LOT 14• BLOCK 3• BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PB 3, PG 1133 z UNPLATTEU GOLF COURSE '40019 COMMENCEMENT NORTHEAST CORNER OF LOT Q, BLOCK 3. OF 810 CYPRESS GOLF AND COUNTRY CLUB ESTATES PH S. PG 103 L_ 4 r c,t C x LOT 13• BLOCS[ 3. BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES � mac, 47 PB 3, PG 103 a y � Pfl1HT OF BEGINNING �s *NOT A SURVEY* U DRAWN Bra DATE: 950 Encore Way DRAWING NO. JNN 12 22 2022 — Naples, FL. 34110 SKETCH AND LEGAL " 2206 5%1ELT OF SHEET Phone: (239) 254-2000 PROJ20210 07 1 SEC-TWN-RGE 2 e Florld❑ Certificate of BIG CYPRESS - DRAINAGE EASFMFNT #2 FILE NAME HOL D Authorization No.1772 19 Bg70W' DSDm swthl 1 6 A t 9 �:�2aii�2asrrans�rpusjzrra� sau4uwr' �se�ms sse'a,aq 2/e/sara zsr.�a r�r end rr. �� LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 13, BLOCK 3, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PLAT BOOK 3, PG 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN S64'43'11 "E FOR A DISTANCE OF 457.68 FEET TO THE POINT OF BEGINNING; THENCE RUN NO3'00'06'W FOR A DISTANCE OF 361.00 FEET; THENCE RUN N86'58'44"E FOR A DISTANCE OF 30.00 FEET, TO A POINT ON THE WEST LINE OF FOREST LAKES HOMES AS RECORDED IN PLAT BOOK 12, PAGES 41 THROUGH 46; THENCE RUN S03'00'06"E ALONG SAID WEST LINE FOR A DISTANCE OF 125.82 FEET; THENCE RUN S86'59'54"W LEAVING SAID WEST LINE FOR A DISTANCE OF 15.00 FEET; THENCE RUN S03'00'06"E FOR A DISTANCE OF 235.19 FEET; THENCE RUN 58700'04"W FOR A DISTANCE OF 15.00 FEET, TO THE POINT OF BEGINNING. CONTAINING 7302.29 SQUARE FEET OR 0.17 ACRE, MORE OR LESS. HEARINGS REFER EAST LINE OF LOT 13, BLOCK 3, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT BOOK 3, PAGE 103, AS BEING N23'47'32"E HOLE MONTES, INC. ,p5 m- M' CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 arse 'N�°y 56P8 = oF= STATE A g FLO...... r BY LS5628 $urvepdi THOMAS M. MURPHY STATE OF FLORIDA """"'"" *NOT A SURVEY* DRAWN BY', DATE- 950 Encore Way DRAWING NO, JNH 12 22 2022 Naples, FL. 34110 a SKETCH AND LEGAL " 2206 SHFET OF SHEET PROJECT 2 Phone. (239) 254-2000 Certlfl "0LMeN_ BIG CYPRESS — DRAINAGE EASEMENT #2 2021Q 07 SEC-M-RGEFlorlda FTLE r� 15-49-25 Authorlxaffon No.1772 o.1 2 Ia7ww 5w H:i202rWtion 514 fLlf 27jo7 62#&W EkVIM5 Skg.*g 2181.=j .a .$3 w PbU d nr . hBm, -6A19 LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHEASTERLY CORNER OF ROAD RIGHT—OF—WAY OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PLAT BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. THENCE RUN NO3'06'05"E FOR A DISTANCE OF 183.36 FEET; THENCE RUN S87'43'158E FOR A DISTANCE OF 979.07 FEET; TO THE POINT OF BEGINNING THENCE RUN NOD'37'57"W FOR A DISTANCE OF 37.74 FEET; THENCE RUN S87'48'09"E FOR A DISTANCE OF 30.04 FEET; THENCE RUN SOO'37'571 FOR A DISTANCE OF 36.25 FEET; THENCE RUN S89'22'03"W FOR A DISTANCE OF 5.77 FEET; THENCE RUN S09'45'52"E FOR A DISTANCE OF 55.95 FEET; THENCE RUN N89618'35"E FOR A DISTANCE OF 84.75 FEET; THENCE RUN NOO'41'25"W FOR A DISTANCE OF 20.00 FEET; THENCE RUN N89' 18'35"E FOR A DISTANCE OF 211.31 FEET; THENCE RUN N03100'06"w FOR A DISTANCE OF 406.75 FEET; THENCE RUN N86'59'54"E FOR A DISTANCE OF 15.00 FEET, TO A POINT ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SECTION 14, THENCE RUN S03600'06"E ALONG SAID WEST LINE FOR A DISTANCE OF 517.38 FEET; THENCE RUN 589'18'35W LEAVING SAID WEST LINE FOR A DISTANCE OF 644.27 FEET; THENCE RUN N00'41'25W FOR A DISTANCE OF 10.00 FEET; THENCE RUN N89' 18'35"E FOR A DISTANCE OF 316.80 FEET; THENCE RUN N09'45'52"W FOR A DISTANCE OF 58.97 FEET; THENCE RUN S89'22'03"W FOR A DISTANCE OF 9.04 FEET, TO THE P INT OF BEGINNING. CONTAINING 20275.26 SQUARE FEET OR 0.47 ACRE, MORE OR LESS. BEARINGS REFER SOUTH LINE OF SECTION 15 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT BOOT( 3, PAGE 103, AS BEING N89-18'35"E HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 scxe gib@ % rSTATE OF r y :4FLOkIDA f yF BY LS5628gry'° Smvayot THOMAS M. MURPHY STATE OF FLORIDA �"°""""'"" r GATE 950 Encore Way JNH 12 2{]i2 Naples, FL.. 34110 2 #SHEHE SHEET E Phone. (239) 254-2000 SEC-TWN_RGF-- HQL O Florldo Cerfificafe of Aufhorizatlon No.1772 *NOT A S U RVFY* Rit MNG No, SKETCH AND LEGAL H 2203 PRNELi NO. 2021107 BIG CYPRESS - DRAINAGE EASEMENT #4 FIE NAME 1 6 A i Q 0•j26i V021107`SKVCHES�211a7 KVR7LKEP_E+1 CMENTS.c y 218IX23 2A7:20 FV ftUed by: JPs W+Hm LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 10, BLOCK 'C' OF 810 CYPRESS GOLF & COUNTRY CLUB ESTATES, SECTION 2, PLAT BOOK 3, PAGE 104 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N83'53'19"E FOR A DISTANCE OF 207.13 TO THE POINT OF BEGINNING; THENCE RUN N80.47'02"E FOR A DISTANCE OF 73.35 FEET; THENCE RUN N 11'17' 16 W FOR A DISTANCE OF 7.50 FEET; THENCE RUN N80'47'02"E FOR A DISTANCE OF 30.42 FEET; THENCE RUN S09'12'58"E FOR A DISTANCE OF 1.28 FEET; THENCE RUN N50'01'17"E FOR A DISTANCE OF 41.06 FEET; THENCE RUN S39'58'43"E FOR A DISTANCE OF 15.00 FEET; THENCE RUN S50'01'17"W FOR A DISTANCE OF 49.99 FEET; THENCE RUN S09'12'58"E FOR A DISTANCE OF 11.26 FEET; THENCE RUN S80'46'36"W FOR A DISTANCE OF 29.98 FEET; THENCE RUN N10'03'10"W FOR A DISTANCE OF 7.50 FEET; THENCE RUN S80'47'24"W FOR A DISTANCE OF 73.51 FEET; THENCE RUN N08'50'48"W FOR A DISTANCE OF 15.00 FEET, TO THE POINT OF BEGINNING. CONTAINING 2688.85 SQUARE FEET OR 0.06 ACRE, MORE OR LESS. BEARINGS REFER 70 EAST LINE OF LOT 10, BLOCK 'C' OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2 AS RECORDED IN PLAT BOOK 3, PAGE 104, AS BEING N06"59'33"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LS 1772 N:17AR1 THOMAS M. MURPHY LS5628 STATE OF FLORIDA wl DATE 950 Encore Way ED 12 2022 Naples, FL 34110 OF SHM Phone. (239) 254-2000 2 2 Florida Certlflaate of SEC-TWN-RGE' itic O 7 Authorization No.1772 15-49-25 ""OL" 5 5628 STATE OF FLORIDAuw `tea r . ,�,.'••• . .: •tea ,,; *NOT A SURVEY* SKETCH AND LEGAL DESCRIPTION w-2195 PRQlECT N0. 2021.107 EAST LAKE 8 DRAINAGE EASEMENT v Agreement Exhibit C 1bA�� PROJECT: 60102 — Stormwater Improvements for the BCG & CCICCN Areas PARCEL NO: 88888-177DAE FOLIO NO, 61941800007 DRAINAGE AND ACCESS EASEMENT (without responsibility for maintenance) THIS DRAINAGE AND ACCESS EASEMENT, made and entered into this day of , 2023, by THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation, whose mailing address is 185 Burning Tree Drive, Naples, FL 34105- 6308 (hereinafter referred to as "Grantor") to COLLIER COUNTY, a political subdivision of the State of Florida, whose mailing address is 3299 Tamiami Trail East, c/o the Office of the County Attorney, Suite 800, Naples, Florida 34112 (hereinafter referred to as "Grantee"). (Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and their respective heirs, legal representatives, successors, and assigns. Grantor and Grantee are used for singular or plural, as the context requires.) Grantor, for and in consideration of TEN DOLLARS ($10.00) and other valuable consideration paid by the Grantee, the receipt and sufficiency of which is hereby acknowledged, hereby conveys, grants, bargains and sells unto the Grantee, a perpetual, non-exclusive drainage and access easement to enter upon and to install drainage structures, including but not limited to ditches, swales, earthen berms, rip -rap and retaining wall systems, underground pipes, various types of water control structures and any and all manner of public utility facilities over, under, upon and across the following described lands located in Collier County, Florida, to wit: See attached Exhibit "A" which is incorporated herein by reference. Subject to easements, restrictions, and reservations of record. THIS IS NOT HOMESTEAD PROPERTY TO HAVE AND TO HOLD the same unto the Grantee and its assigns, together with the right to enter upon said land and to place and/or excavate materials and to maintain the lakes, ponds, water courses, ditches, canals, pipes, inlets and/or water control structures located within said drainage easement at Grantee's sole discretion, Grantee having no obligation or responsibility for maintenance_ This easement includes the right to remove and use any and all excavated material. Grantee shall repair or replace any landscaping or improvements within the easement damaged as a result of the County utilizing the easement. The parties record that Grantor has received full compensation for all improvements located within the easement area. IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and year first above written. WITNESSES' GRANTOR: THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation By: (Signature) DAVID REIF, President (Print Name) (Signature) (Print Name) 1 b A The foregoing Drainage and Access Easement was acknowledged before me by means of ❑ physical presence or ❑ online notarization this day of 2023, by DAVID REIF as President of THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation, on behalf of the company, who: is personally known to me OR produced (affix notarial seal) (Signature of Notary Public) (Print Name of Notary Public) Serial 1 commission # (if any): My Commission Expires: Approved as to form and legality: DEREK P. PERRY, ESQ. Assistant County Attorney 1-Wit kerised. W"6118 proof of identity. tbAt� 16 A19 R-j202112uzriu7 SKEXHaE 21107 LW ML'&d y 2/6/2027 3{43:44 W maned by: J000Fmm LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWESTERLY MOST CORNER OF LOT 20, BLOCK I OF BIG CYPRESS GOLF AND COUNTY CLUB ESTATES, AS PER PLAT BOOK 3, PAGE 103 AS RECORDED IN THE OFFICIAL RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN N18'38'27"E FOR A DISTANCE OF 237.71 FEET TO THE POINT OF BEGINN TO THE POINT OF BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 220.92 FEET, THROUGH A CENTRAL ANGLE OF 03'08'18" AND BEING SUBTENDED BY A CHORD OF 12.10 FEET AT A BEARING OF S89'15'23"4, FOR AN ARC LENGTH OF 12.10 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 6.58 FEET, THROUGH A CENTRAL ANGLE OF 83'11'28" AND BEING SUBTENDED BY A CHORD OF 8.73 FEET AT A BEARING OF 1150743'02"W, FOR AN ARC LENGTH OF 9.55 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 102.00 FEET, THROUGH A CENTRAL ANGLE OF 45'50'22" AND BEING SUBTENDED 9Y A CHORD OF 79.45 FEET AT A BEARING OF N10'49'23"E, FOR AN ARC LENGTH OF 81.61 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 67.09 FEET, THROUGH A CENTRAL ANGLE OF 22'29'52" AND BEING SUBTENDED BY A CHORD OF 26.17 FEET AT A BEARING OF N32'04'21 "E, FOR AN ARC LENGTH OF 26.34 FEET; THENCE RUN N25'48'58"E FOR A DISTANCE OF 15.44 FEET; THENCE RUN N6556'04"E FOR A DISTANCE OF 10.29 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 133.71 FEET, THROUGH A CENTRAL ANGLE OF 18'43'27" AND BEING SUBTENDED BY A CHORD OF 43.50 FEET AT A BEARING OF N50'17'26"E, FOR AN ARC LENGTH OF 43.70 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 6.07 FEET, THROUGH A CENTRAL ANGLE OF 93'41'04" AND BEING SUBTENDED BY A CHORD OF 8.85 FEET AT A BEARING OF S73'30'18"E, FOR AN ARC LENGTH OF 9.92 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 144.46 FEET, THROUGH A CENTRAL ANGLE OF 13'36'24" AND BEING SUBTENDED BY A CHORD OF 34.23 FEET AT A BEARING OF 519'51'33E, FOR AN ARC LENGTH OF 34.31 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 10.70 FEET, THROUGH A CENTRAL ANGLE OF 96'02'07" AND BEING SUBTENDED BY A CHORD OF 15.90 FEET AT A BEARING OF S3457'42"W, FOR AN ARC LENGTH OF 17.93 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 66.47 FEET, THROUGH A CENTRAL ANGLE OF 24'25'37" AND BEING SUBTENDED BY A CHORD OF 28.12 FEET AT A BEARING OF S70'45'57"W, FOR AN ARC LENGTH OF 28.34 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 17,85 FEET, THROUGH A CENTRAL ANGLE OF 46-52'52" AND BEING SUBTENDED BY A CHORD OF 14.20 FEET AT A BEARING OF S35'06'43"W, FOR AN ARC LENGTH OF 14.61 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 64.34 FEET, THROUGH A CENTRAL ANGLE OF 21'02'42" AND BEING SUBTENDED BY A CHORD OF 23.50 FEET AT A BEARING OF S41'08'56'YV, FOR AN ARC LENGTH OF 23.63 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 117.60 FEET, THROUGH A CENTRAL ANGLE OF 10'22'07" AND BEING SUBTENDED BY A CHORD OF 21.25 FEET AT A BEARING OF S14'33'29"E, FOR AN ARC LENGTH OF 21.28 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 21.16 FEET, THROUGH A CENTRAL ANGLE OF 6756'33" AND BEING SUBTENDED BY A CHORD OF 23.65 FEET AT A BEARING OF S14'13'44"W, FOR AN ARC LENGTH OF 25.10 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 109.56 FEET, THROUGH A CENTRAL ANGLE OF 07'19'06" AND BEING SUBTENDED BY A CHORD OF 13.98 FEET AT A BEARING OF S51'51'34"W, FOR AN ARC LENGTH OF 13.99 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 41.14 FEET, THROUGH A CENTRAL ANGLE OF 35' 18'25" AND BEING SUBTENDED BY A CHORD OF 24.95 FEET AT A BEARING OF S73'109"W, FOR AN ARC LENGTH OF 25.35 FEET TO THE POINT OF BEGINNING. CONTAINING 7346.35 SQUARE FEET OR 0.17 ACRE, MORE OR LESS. BEARINGS REFER TO THE NORTH BOUNDARY OF LOT 20, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING N75'52'34"E. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY THOMAS M. MURPHY ' STATE "F FLORID A 3 'Jr J L55628 Surwe STATE OF FLORIDA''`"n� +y« DRAWN ft DAM � 950 Encore Way JNN 12 15 2022 Noples, FL. 34110 SHEET i aF SHEET Phone: (239) 254-2000 2 1 2 Florida Certlticote of SEC-TWN--RCE: toLE ❑ Authod-notion No.1772 15-49-25 SKETCH AND LEGAL BIG CYPRESS - LAKE 1 *NOT A SURVEY* H 2177 PRDJELT N0, 2071107 21107 IAE Se 16A19 N 0 15' 30' I- = (30') Gtk FOLIC #: 61941800007 CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH Cl 7.46' 1 12'01 ' 18" 12.37' S 62'20'50" W 14.59' C2 43.12' 48'04'47" 35.13' N 22'45'25" W 36.19' C3 25.67' 41'27'03" 18.17' N 08'47'16" W 18.57' C4 8.59' 182'37'12" 17.18' N 62'14'26" E 27.37' C5 30.58' 51'05'04" 26.37' S 27'26'28" E 27.27' C6 12.39' 57*03'40" 17,07' S 36'35'46" E 18.82' C7 34.12' 32'37'16" 19.17' S 26'52'51" E 1 19.43' r� r� �y n [l LINE BEARING DISTANCE L1 N 64'57' 19" W 227.25' L2 S 87'29'58" W 1.11' L3 N 47'52'24" W 19.63, L4 N 4-1'21'16" W 19.63' L5 N 31'40'35" W 9.16' L6 N 23'30'51 " W 28.43' L7 N 25'11'00" W 59,9V L8 S 27'17'48" E 41.06' L9 S 4232'42" E 8.35' L1 ❑ S 01'09'29" W 1 1.48' L1 1 S 27'30' 10" E 5.85' L12 S 27'49'08" E 39.77' L13 S 20'23'31" E 19,76' L14 S 36' 1 1 '20" W 1.66, a UNPLATED GOLF COURSE J LAKE 2 n ,r3 17 UNPLATEG GOLF COURSE POINT OF rj COMMENCEMENT NORTHWEST CORNER OF LOT 1I, BLOCK 1, 1, BIG CYPRESS GCiF AND COUNTRY CLUB ESTATES PB 3, PG 103 T---C,A, \ ----47 L2 POINT OF BEGINNING LOT 12, BLOCK 1, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES P8 3, PG 103 LOT 11, BLOCK 1, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES $� P6 3, PG 103 *NOT A SURVEY* DRAWN 9Y. JNH GATE' 12 1s 2022 ■� 950 Encore Way Naples, FL. 34110 SKETGi AND LEGAL DRAWING NO. H 2184 SHEET OF SHEEP Phone: (239) 254-2000 PRQIEGT N0. 2021107 2 Florida Cerilficate of WON BIG CYPRESS - LAKE 2 FILE NAME S15`�-2 15-49—Z5 FiOI =z-...� _-._ .= Aufhorizotlan No.1772 21107 LAifE Shl'P.drq 1 6 A 1 9 rf:\2021j2021 t07\S1fElDU\21 i07 W(E S&L's.dq 2/8/2023 .1fl3 44 PIA fttW W. bWPw m LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF LOT 11, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN PLAT BOOK 3, PAGE 103 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN N64'57'19"W FOR A DISTANCE OF 227.25 FEET TO THE POINT OF BEGINNING, SAME AS BEING THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 7.46 FEET, THROUGH A CENTRAL ANGLE OF 112`01'18" AND BEING SUBTENDED BY A CHORD OF 12.37 FEET AT A BEARING OF S62'20'50"W, FOR AN ARC LENGTH OF 14.59 FEET; THENCE RUN S87'29'58"W FOR A DISTANCE OF 1.11 FEET; THENCE RUN N47'52'24W FOR A DISTANCE OF 19.63 FEET; THENCE RUN N41'21'16"W FOR A DISTANCE OF 19.63 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 43.12 FEET, THROUGH A CENTRAL ANGLE OF 48'04'47" AND BEING SUBTENDED BY A CHORD OF 35.13 FEET AT A BEARING OF N22'45'25"W, FOR AN ARC LENGTH OF 36.19 FEET; THENCE RUN N31'40'35"W FOR A DISTANCE OF 9.16 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 25.67 FEET, THROUGH A CENTRAL ANGLE OF 41'27'03" AND BEING SUBTENDED BY A CHORD OF 18.17 FEET AT A BEARING OF N08'47'16"W, FOR AN ARC LENGTH OF 18.57 FEET; THENCE RUN N23'30'51 "W FOR A DISTANCE OF 28.43 FEET; THENCE RUN N25' 11'00"W FOR A DISTANCE OF 59.91 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 8.59 FEET, THROUGH A CENTRAL ANGLE OF 182'31'12" AND BEING SUBTENDED BY A CHORD OF 17.18 FEET AT A BEARING OF N62'14'26"E, FOR AN ARC LENGTH OF 27.37 FEET; THENCE RUN S27'17'48"E FOR A DISTANCE OF 41.06 FEET; THENCE RUN S42'32`42"E FOR A DISTANCE OF 8.35 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 30.58 FEET, THROUGH A CENTRAL ANGLE OF 51'05'04" AND BEING SUBTENDED BY A CHORD OF 26.37 FEET AT A BEARING OF S27'26'28"E, FOR AN ARC LENGTH OF 27.27 FEET; THENCE RUN S01'09'29"W FOR A DISTANCE OF 11.48 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 12.39 FEET, THROUGH A CENTRAL ANGLE OF 87'03'40" AND BEING SUBTENDED BY A CHORD OF 17.07 FEET AT A BEARING OF S36'35'46"E, FOR AN ARC LENGTH OF 18.82 FEET; THENCE RUN S27'34'10"E FOR A DISTANCE OF 5.85 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 34.12 FEET, THROUGH A CENTRAL ANGLE OF 3237'16" AND BEING SUBTENDED BY A CHORD OF 19.17 FEET AT A BEARING OF S26'52'51"E, FOR AN ARC LENGTH OF 19.43 FEET; THENCE RUN S27'49'08"E FOR A DISTANCE OF 39.77 FEET; THENCE RUN S20'23'31 "E FOR A DISTANCE OF 19.76 FEET; THENCE RUN S36'11'20"W FOR A DISTANCE OF 1.66 FEET, TO THE POINT OF BEGINNING. CONTAINING 4465.47 SQUARE FEET OR 0.10 ACRE, MORE OR LESS. BEARINGS REFER TO THE WEST BOUNDARY OF LOT 11, BLOCK 1, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING N22'39'30"E. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 119 THOMAS M. MURPHY DRAWN BY: DATE: JNH 12 18 SHEET OF SHEEI 2 2 SEC-TWH-RGE r LEI 15-49-25 STATE OF ' FLORIQA ! LS5628 STATE OF FLORIDA *NOT A SURVEY` DRAWlHG HR. 950 Encore Woy H 2184 Naples, FL. 34110 SKETCH AND LEGAL PRG3EL'f HD Phone. (239) 254-2000 2021107 Florida Certificate of BIG CYPRESS -- LAKE 2 F1�E HAUE Authorization No.1772 2t1D7 l 5#Gsdr4 1 6A19 7Fti<2V2r�202rWASfT7Q0127107 LAC SdK A N p 10' 20' 1 " (20') UNPLATTED GOLF COURSE n sn ZAM,3 =44 FU AhW by JNWOWM FOLIO #: 61941800007 CURVE RADIUS DELTACHORD LENGTH CHOR❑ BEARING ARC LENGTH C1 14.79' 10 23,98' S 00-53-20" E 27,97' C2 21.64' 7 25.38' S 16-27'18" W 27.11' C3 12.35' 7 14.73' S 23'47'02" WC4 14.27' 9 21.0fi N 72'22'49" W 23.68' C5 1127' 118'04'27" 21.05 N 04'05'08" W 25.29' C6 94,80' 37'43'17" 61.29' N 14'53'10" W 62.41' C7 12.45' 137'39'04" 23.23' N 36'16'12" E 29.92' C8 19.02' 68'04'04" 21,29' S 24'12'32" E 22.59' C9 13.95' 48'06'49" 1 1.38' S 54'38' 19" E 1 1.72' C10 19.26' 68' 17'29" 21.63' S 29'43'51 " E 22.96' 48 POINT OF COMMENCEMENT NORTHWEST CORNER OF LOT 11. BLOCK T, BIG CYPRESS GOLF AND COUNTW CLUB ESTATES cop PR 3, PG 103 LOT 12, BLOCK 1, BIG CYPRESS GOLF AND t9 COUNTRY CLUB ESTATES PB 3, PG 103 POINT OF BEGINNING LAKE 3 C4 0 9 LOT 11, BLOCK 1, o w BIG CYPRESS GOLF AND 8 COUNTRY CLUB ESTATES a 2 a rn PEI 3, PC 103 N 2 � r m�� ` o N m n UNPkATTED cv / GOLF COURSE [a DRAWN BY: CAME 950 Encore Way JNH 12 18 2022 Naples, FL. 34110 SHEET OF SHEEP Phone: (239) 254-2000 1 2 Florida CertlfIcate of SEC-TWN-RG0 RO d Authorization 140.1772 LINE SEARIN L1 S 45'48'2 *NOT A SURVEY* CRAWiNG ND. SKETCH AND LEGAL " zlss PROJECT NO. 2Q21107 BIG CYPRESS - LAKE 3 �� r 211U7 iAl� S8L's.d 16A19 N:12az�`2�z}iQ7�SKE7LritS1Y1r07 wff SR v&q 7Jdf= &'n-'" pm Pf m* *' duwphHOliA LEGAL DESCRIPTION; A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF LOT 11, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN PLAT BOOK 3, PAGE 103 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN S45'48'22"W FOR A DISTANCE OF 129.75 FEET TO THE POINT OF BEGINNING; THENCE RUN S26'08'21 "E FOR A DISTANCE OF 25.87 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 14.79 FEET, THROUGH A CENTRAL ANGLE OF 108'23'17" AND BEING SUBTENDED BY A CHORD OF 23.98 FEET AT A BEARING OF SOO'53'20"E, FOR AN ARC LENGTH OF 27.97 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 21.64 FEET, THROUGH A CENTRAL ANGLE OF 71'46'24" AND BEING SUBTENDED BY A CHORD OF 25.38 FEE I AT A BEARING OF S16'27'18"W, FOR AN ARC LENGTH OF 27.11 FEET; THENCE RUN S06'02'16"E FOR A DISTANCE OF 4.18 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 12.35 FEET, THROUGH A CENTRAL ANGLE OF 73'14'51" AND BEING SUBTENDED BY A CHORD OF 14.73 FEET AT A BEARING OF S23'47'02"W, FOR AN ARC LENGTH OF 15.79 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 14.27 FEET, THROUGH A CENTRAL ANGLE OF 95'03'55" AND BEING SUBTENDED BY A CHORD OF 21.06 FEET AT A BEARING OF N72'22'49"W, FOR AN ARC LENGTH OF 23.68 FEET; THENCE RUN N43'25'46"W FOR A DISTANCE OF 7.89 FEET; THENCE RUN N35'41'55"W FOR A DISTANCE OF 7.89 FEET; THENCE RUN N2758'04"W FOR A DISTANCE OF 7.89 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 12.27 FEET, THROUGH A CENTRAL ANGLE OF 118'04'27" AND BEING SUBTENDED BY A CHORD OF 21.05 FEET AT A BEARING OF N04'05'08"W, FOR AN ARC LENGTH OF 25.29 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 94.80 FEET, THROUGH A CENTRAL ANGLE OF 37'43' 17" AND BEING SUBTENDED BY A CHORD OF 61.29 FEET AT A BEARING OF N14'53'10"W, FOR AN ARC LENGTH OF 62.41 FEET; THENCE RUN N14'44'41"W FOR A DISTANCE OF 14.73 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 12.45 FEET, THROUGH A CENTRAL ANGLE OF 137'39'04" AND BEING SUBTENDED BY A CHORD OF 23.23 FEET AT A BEARING OF N36'16'12"E, FOR AN ARC LENGTH OF 29.92 FEET; THENCE RUN S66'02'13"E FOR A DISTANCE OF 12.47 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 19.02 FEET, THROUGH A CENTRAL ANGLE OF 68'04'04" AND BEING SUBTENDED BY A CHORD OF 21.29 FEET AT A BEARING OF S24'12'32"E, FOR AN ARC LENGTH OF 22,59 FEET, TO A POINT OF CURVATURE TO THE LEFT; HAVING A RADIUS OF 13.95 FEET, THROUGH A CENTRAL ANGLE OF 48'06'49" AND BEING SUBTENDED? BY A CHORD OF 11.38 FEET AT A BEARING OF S54'38'19"E, FOR AN ARC LENGTH OF 11.72 FEET; THENCE RUN N79'32'22"E FOR A DISTANCE OF 1.88 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 19.26 FEET, THROUGH A CENTRAL ANGLE OF 68'17'29" AND BEING SUBTENDED BY A CHORD OF 21.63 FEET AT A BEARING OF S29'43'51 "E, FOR AN ARC LENGTH OF 22.96 FEET TO THE POINT OF BEGINNING. CONTAINING 5635.14 SQUARE FEET OR 0.13 ACRE, MORE OR LESS. BEARINGS REFER TO THE WEST BOUNDARY OF LOT 11, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING N22'39'30"E. HOLE MONTES, INC, CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 o� ..... �� 4, Mph y� seta STATE OF A FL0R10A lr,Zp ss k. Fn LS5628 THOMAS M. MURPHY STATE OF FLORIDA *NOT A SURVEY* DRAWN BY: DATE: 250 Encore Way DRAWING NO. 3NH 12 19 2022 Nnples, FL. 34110 SKETCH AND LEGAL H 2185 SHEET OF SHEET PROJECT NO. 2 2 9 Phone: (239) 254-2000 2021107 Florida Certificate of sec-mN-RSE t�o1_F Ana Authorization No.1772 BIG CYPR£55 - LAKE 3 210 s�L'.a�� 15-49-25 R: 202F�m F lo-AMMiaVl107 urn sai':.ft s/e M3 IAL44 PW PWW ay. Jose� LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTION 15. TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF LOT 1, BLOCK 1, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN PLAT BOOK 3, PAGE 103 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN S33'41'08"W FOR A DISTANCE OF 388.59 FEET TO THI` POINT OF BEGINNING; THENCE RUN SO4'47'51 "E FOR A DISTANCE OF 60.35 FEET; THENCE RUN S19'23'17"E FOR A DISTANCE OF 25.27 FEET; THENCE RUN S15'34'20"E FOR A DISTANCE OF 35,45 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 10.07 FEET, THROUGH A CENTRAL ANGLE OF 147' 16'44" AND BEING SUBTENDED BY A CHORD OF 19.33 FEET AT A BEARING OF S79'59'31 "W, FOR AN ARC LENGTH OF 25.89 FEET; THENCE RUN N21'22'42"W FOR A DISTANCE OF 46.69 FEET; THENCE RUN N2345'21 "W FOR A DISTANCE OF 46.69 FEET; THENCE RUN N26'09'29"W FOR A DISTANCE OF 140.97 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 12.07 FEET, THROUGH A CENTRAL ANGLE OF 138'27'18" AND BEING SUBTENDED BY A CHORD OF 22.57 FEET AT A BEARING OF N43 59'38"E, FOR AN ARC LENGTH OF 29.16 FEET; THENCE RUN S47'45'35"E FOR A DISTANCE OF 34.01 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 422.33 FEET, THROUGH A CENTRAL ANGLE OF 13`35'37" AND BEING SUBTENDED BY A CHORD OF 99.96 FEET AT A BEARING OF S32'09' 17"E, FOR AN ARC LENGTH OF 100.20 FEET TO THE POINT OF BEGINNING. CONTAINING 8242.77 SQUARE FEET OR 0.19 ACRE, MORE OR LESS. BEARINGS REFER TO THE SOUTH BOUNDARY OF LOT 1, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING N46'56'14"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 :' THOMAS M. MURPHY a. 5628 g STATE OF i g` . FLORIDA+ LS5628 STATE OF FLORIDA DRAWN 9Y: JNH GATE: 12 19 2022 >6 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 SHEET # OF SNEL7 2 2 RFILvo Florlda Cartlfloate of SEC-TWN-RGE`- N Authorizofion No.1772 15-49-25 *NOT A SURVEY* DRAWING NO. SKETCH AND LEGAL " 2186 PROJECT NO. 2021TQ7 BIG CYPRESS - LAKE 4 FILE NAME 21107 LAKE 561&Avg H:�202 t�202i}07`SIfEUIH S`2i107 LCE SRt'.d 2/3/2023 .3-ils:4i PAS Pktfad W J-M- LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF LOT 11, BLOCK 1 OF BIG CYPRE55 GOLF AND COUNTY CLUB ESTATES, AS RECORDED IN PLAT BOOK 3, PAGE 103 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN 586-12'39"W FOR A DISTANCE OF 241.83 FEET; TO THE POINT OF BEGINNING SAME AS BEING THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 101.33 FEET, THROUGH A CENTRAL ANGLE OF 32'38'20" AND BEING SUBTENDED BY A CHORD OF 56.94 FEET AT A BLARING OF S19'05'02"E, FOR AN ARC LENGTH OF 57.72 FEET; THENCE RUN S0708'281 FOR A DISTANCE OF 41.55 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 68.75 FEET, THROUGH A CENTRAL ANGLE OF 36'01'19" AND BEING SUBTENDED BY A CHORD OF 42.51 FEET AT A BEARING OF 519'52'39"W, FOR AN ARC LENGTH OF 43.22 FEET; THENCE RUN S29'47'43"W FOR A DISTANCE OF 23.55 FEET; THENCE RUN S39'06'44"W FOR A DISTANCE OF 14.81 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 38.68 FEET, THROUGH A CENTRAL ANGLE OF 100'35'40" AND BEING SUBTENDED BY A CHORD OF 59.52 FEET AT A BEARING OF N90'00'40"W, FOR AN ARC LENGTH OF 67.92 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 46.00 FEET, THROUGH A CENTRAL ANGLE OF 30'15'37" AND BEING SUBTENDED BY A CHORD OF 24.01 FEET AT A BEARING OF N34'17'14'"W, FOR AN ARC LENGTH OF 24.30 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 152.74 FEET, THROUGH A CENTRAL ANGLE OF 1,V23'03" AND BEING SUBTENDED BY A CHORD OF 36.24 FEET AT A BEARING OF N3748'56"W, FOR AN ARC LENGTH OF 38.34 FEET; THENCE RUN N25'36'02"W FOR A DISTANCE OF 15.98 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 53.50 FEET, THROUGH A CENTRAL ANGLE OF 4fi 44'19" AND BEING SUBTENDED BY A CHORD OF 42.45 FEET AT A BEARING OF N2904'57"E, FOR AN ARC LENGTH OF 43.65 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 108,39 FEET, THROUGH A CENTRAL ANGLE OF 21'36'52" AND BEING SUBTENDED BY A CHORD OF 40.65 FEET AT A BEARING OF N17 25'48"W, FOR AN ARC LENGTH OF 40.09 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 15.03 FEET, THROUGH A CENTRAL ANGLE OF 141'39'15" AND BEING SUBTENDED BY A CHORD OF 28.39 FEET AT A BEARING OF N81'32'10"W, FOR AN ARC LENGTH OF 37.16 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 34.28 FEET, THROUGH A CENTRAL ANGLE OF 50'02'35" AND BEING SUBTENDED BY A CHORD OF 29.00 FEET AT A BEARING OF S10'17'52"W, FOR AN ARC LENGTH OF 29.94 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 45.61 FEET, THROUGH A CENTRAL ANGLE OF 3423'47" AND BEING SUBTENDED BY A CHORD OF 26.97 FEET AT A BEARING OF S13'03'14"W, FOR AN ARC LENGTH OF 27.38 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 89.24 FEET, THROUGH A CENTRAL ANGLE OF 38'31'44" AND BEING SUBTENDED BY A CHORD OF 58.85 FEET AT A BEARING OF N81'19'56"W, FOR AN ARC LENGTH OF 60.01 FEET; THENCE RUN N54'23'58"W FOR A DISTANCE OF 27.63 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 20.55 FEET, THROUGH A CENTRAL ANGLE OF 84'50'17" AND BEING SUBTENDED BY A CHORD OF 27.73 FEET AT A BEARING OF N 12'58'24"W, FOR AN ARC LENGTH OF 30.43 FEET; THENCE RUN N30'49'41 "E FOR A DISTANCE OF 18.62 FEET; THENCE RUN N21'33'14"E FOR A DISTANCE OF 36.63 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 223.55 FEET, THROUGH A CENTRAL ANGLE OF 14'28'54" AND BEING SUBTENDED BY A CHORD OF 56,35 FEET AT A BEARING OF N11'53'28"E, FOR AN ARC LENGTH OF 56.50 FEET; THENCE RUN N04'01'45"W FOR A DISTANCE OF 20.00 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 69.69 FEET, THROUGH A CENTRAL ANGLE OF 55'34'32" AND BEING SUBTENDED BY A CHORD OF 64.98 FEET AT A BEARING OF N05'19'24"E, FOR AN ARC LENGTH OF 67.60 FEET; THENCE RUN NO2'29'51"E FOR A DISTANCE OF 7.74 FEET; THENCE RUN N12'50'21"E FOR A DISTANCE OF 31.56 FEET; THENCE RUN N1626'05"E FOR A DISTANCE OF 23.83 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT: HAVING A RADIUS OF 71.98 FEET, THROUGH A CENTRAL ANGLE OF 37'500" AND BEING SUBTENDED BY A CHORD OF 46.76 FEET AT A BEARING OF N32'50'00"E, FOR AN ARC LENGTH OF 47.62 FEET; THENCE RUN N80' 12'56"E FOR A DISTANCE OF 18.73 FEET; THENCE RUN S87' 1 O'01 "E FOR A DISTANCE OF 15.02 FEET; THENCE RUN S68'14'23"E FOR A DISTANCE OF 10.52 FEET, TO THE BEGINNING OF A NON -TANGENTIAL_ CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 86.38 FEET, THROUGH A CENTRAL ANGLE OF 32'44'05" AND BEING SUBTENDED BY A CHORD OF 48.68 FEET AT A BEARING OF 545'31'05"E, FOR AN ARC LENGTH OF 49.35 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 35.19 FEET, THROUGH A CENTRAL ANGLE OF 53'44'00" AND BEING SUBTENDED BY A CHORD OF 31.80 FEET AT A BEARING OF S47'43' 15"E, FAR AN ARC LENGTH OF 33.00 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 494.96 FEET, THROUGH A CENTRAL ANGLE OF 17'25'11" AND BEING SUBTENDED BY A CHORD OF 149.90 FEET AT A BEARING OF 509' 12'53"E, FOR AN ARC LENGTH OF 150.48 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 106.27 FEET, THROUGH A CENTRAL ANGLE OF 37 21'38" AND BEING SUBTENDED BY A CHORD OF 68.07 FEET AT A BEARING OF S28'29'39"E, FOR AN ARC LENGTH OF 69.29 FEET TO THE POINT OF BEGINNING. CONTAINING 67521.94 SQUARE FEET OR 1.55 ACRE, MORE OR LESS. BEARINGS REFER TO THE WEST BOUNDARY OF LOT 11, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING N22'39'30"E. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY L55628 THOMAS M. MURPHY STATE OF FLORIDA DPAW 13Y: J14H SHEET 2 15-49-25 ■ ■ 95D Encore Way Naples, FL. 34110 Phane: (239) 254-2000 Florid❑ Certificate of HOLMON Authorization N0.1772 r" M28 STATE OF ' FLORIDA o SKETCH AND LEGAL *NOT A SURVEY* 2021107 RIG CYPRESS - LAKE 5 FILE 1ME H;�202:\202rlOAMhiD0\21107 LVZ- W'&&g 9JWM3 =-44 PO PWW * Jim 1 N �r O 40' 50' {V O 0, G.1 GO O m UNPLATTED GOLF COURSE rn DRAWN M CA1t_ JNH 12 15 SHEET OF SHEE 1 2 SEC-TWH--RGE 15-49-25 G6 �7 U1_ f__-- to PROPOSED ORAINACE EASEMENT UNPLATTED m GOLF k COURSE POINT OF BEGINNING LAKE 6 Li r U "e C¢ L3 (i UNPLATTED PROPOSED LS GOLF DRAINAGE—� ./ / COURSE EASEMENT � / -I- 9Encore Way s. FL.. 34110 Naples. Phone: (239) 254-2000 WNT Florida CartiflCafe of HDL_ _ 0 Authorlxallon No.1772 LINE 7 BEARING ❑]STANCE L1 N 85'33'00" W 337.43 L2 S 07'00'26" E 63.50' L3 N 78'29'58" W 1115' L4 N 68'42'57" W 15.08' L5 I N 58'37'13" W 17.92' L6 N 43'47'22" W 24.96' L7 N 10'44'33" W 19.47' LS N 12'47' 16" W 49.29' L9 N 10' 14'03" E 51.81 ' L10 S 63-22*28" E 14.65' 111 S 53'56'04" E 14.65' L12 S 44'29'39" E 14.65' L13 S 56'23'31" E 19.21' L14 S 08'44'47" E 24.44' L15 S 03'46'08" E 15.06' L16 S 02'19'48" W 4,00' L17 S 05'45' 19" W 60.79' L18 S 09'44'40;z E 29.99' POINT OF COMMENCEMENT W*M?WE r coHHEH of tar 20, &Oa[ 1, Bc CYPHM GOLF Apo COWW CWO ESTATES P9 3. PC 103 ir FOLIO #: 61941800007 *NOT A SURVEY* f1RAWiHG NO. SKETCH AND LEGAL " 217s PROJECT HO. 2021107 BIG CYPRESS — LAKE 6 FlLE HA1iE 21107 IrU{E Skt'� A 6Al9 H' . \202 7 \2021 I OAsKEMMN 21I07 LAKE SliAdwy 2101=3 3,0144 ru rw«ed tr, � LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF LOT 20, BLOCK 1 OF BIG CYPRESS GULF AND COUNTRY CLUB ESTATES, AS RECORDED IN PLAT BOOK 3, PAGE 103 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN N 85-33-00" W FOR A DISTANCE OF 337.43' TO THE POINT OF BEGINNING THENCE RUN THENCE RUN SO7'OO'26"E FOR A DISTANCE OF 63.50 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 446.79 FEET, THROUGH A CENTRAL ANGLE OF 16'54'39" AND BEING SUBTENDED BY A CHORD OF 131.39 FEET AT A BEARING OF SOB'06'40"W, FOR AN ARC LENGTH OF 131.87 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 93.24 FEET, THROUGH A CENTRAL ANGLE OF 7423'10" AND BEING SUBTENDED BY A CHORD OF 112.73 FEET AT A BEARING OF S49'45'12"W, FOR AN ARC LENGTH OF 121.06 FEET; THENCE RUN N78'29'58'W FOR A DISTANCE OF 13.15 FEET; THENCE RUN N68'42'57"W FOR A DISTANCE OF 15.08 FEET; THENCE RUN N58'37'13"W FOR A DISTANCE OF 17.92 FEET; THENCE RUN N43'47'22"W FOR A DISTANCE OF 24.96 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 209.29 FEET, THROUGH A CENTRAL ANGLE OF 18'09'33" AND BEING SUBTENDED BY A CHORD OF 66.05 FEET AT A BEARING OF N40'39'37W, FOR AN ARC LENGTH OF 66.33 FEET; THENCE RUN N1O'44'33"W FOR A DISTANCE OF 19.47 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 373.31 FEET, THROUGH A CENTRAL ANGLE OF 12725'25" AND BEING SUBTENDED BY A CHORD OF 80.79 FEET AT A BEARING OF N19'55'51-W, FOR AN ARC LENGTH OF 80.95 FEET; THENCE RUN N1747'16'W FOR A 015TANCE OF 49.29 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 218.31 FEET, THROUGH A CENTRAL ANGLE OF 23'27'12" AND BEING SUBTENDED BY A CHORD OF 88.74 FEET AT A BEARING OF NOO'29'38"E, FOR AN ARC LENGTH OF 89.36 FEET; THENCE RUN N19'01'56"E FOR A DISTANCE OF 190.42 FEET; THENCE RUN N10'14'03"E FOR A DISTANCE OF 51.81 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 62.39 FEET, THROUGH A CENTRAL ANGLE OF 109'10'25" AND BEING SUBTENDED BY A CHORD OF 101.70 FEET AT A BEARING OF N64'03'35"E, FOR AN ARC LENGTH OF 118.88 FEET; THENCE RUN S6322'28"E FOR A DISTANCE OF 14.65 FEET; THENCE RUN S5356'04"E FOR A DISTANCE OF 14.65 FEET; THENCE RUN S4429'39"E FOR A DISTANCE OF 14.65 FEET; THENCE RUN S56'23'31 "E FOR A DISTANCE OF 19.21 FEET; THENCE RUN S08'44'47"E FOR A DISTANCE OF 24.44 FEET; THENCE RUN S03'46'08"E FOR A DISTANCE OF 15.06 FEET; THENCE RUN S02'19'48"W FOR A DISTANCE OF COO FEET; THENCE RUN S05'45'19"W FOR A DISTANCE OF 60.79 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 141.78 FEET, THROUGH A CENTRAL ANGLE OF 29'25'41" AND BEING SUBTENDED BY A CHORD OF 72.02 FEET AT A BEARING OF S03'15'46"W, FOR AN ARC LENGTH OF 72.82 FEET; THENCE RUN 509'44'40"E FOR A DISTANCE OF 29.99 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 431.65 FEET, THROUGH A CENTRAL ANGLE OF 11'56'47" AND BEING SUBTENDED BY A CHORD OF 89.84 FEET AT A BEARING OF S17'42'31 "E, FOR AN ARC LENGTH OF 90.00 FEET TO THE POINT OF BEGINNING. CONTAINING 110256.23 SQUARE FEET OR 2.53 ACRES, MORE OR LESS. BEARINGS REFER TO THE NORTH BOUNDARY OF LOT 20, BLOCS{ 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING N75'52'34'W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 L!7 THOMAS M. MURPHY LS5628 STATE OF FLORIDA *NOT A SURVEY* OWN BY: WE: � � � 950 Encore Way dRAYnHG 1'79 JNH 12 15 2022 Naples, FL. 34110 SKETCH AND LEGAL Na SHEET f OF Sim Phone: (239) 254-2000 2021107 2 2 Flarldo Certificate of BIG CYPRESS - LAKE 6 FILE NAME SC-TWN-ME L 0NT Authorization No.1772 21107 LME SlWs.dn 15-44-25 -_ •- - _ _ - 1 bA1q 1 6 A19 rr�2 r\Z21raAsxe WZSZ 2rro2 uxT set's.d.q 2/8/2ar3 &W,44 PW Played W. lore phKxm LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF LOT 1, BLOCK A OF BIG CYPRESS GOLF AND COUNTY CLUB ESTATES, SECTION 2 AS RECORDED IN PLAT BOOK 3, PAGE 104 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN N7747'03"W FOR A DISTANCE OF 213.97 FEET TO THE PAINT OF BEGINNING: THENCE RUN S12'59'38"E FOR A DISTANCE OF 54.31 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 32.60 FEET, THROUGH A CENTRAL ANGLE OF 67'24'42" AND BEING SUBTENDED BY A CHORD OF 36.18 FEET AT A BEARING OF 529'46'00"W, FOR AN ARC LENGTH OF 38.36 FEET; THENCE RUN S79'57'46"W FOR A DISTANCE OF 13.22 FEET; THENCE RUN 582'01'44W FOR A DISTANCE OF 16.02 FEET; THENCE RUN S89'13'34W FOR A DISTANCE OF 6,86 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 34.30 FEET, THROUGH A CENTRAL ANGLE OF 65'26'56" AND BEING SUBTENDED BY A CHORD OF 37.09 FEET AT A BEARING OF N46'17'47'W, FOR AN ARC LENGTH OF 39.18 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 187.93 FEET, THROUGH A CENTRAL ANGLE OF 31'41'40" AND BEING SUBTENDED BY A CHORD OF 102.64 FEET AT A BEARING OF NQ'34'23"W, FOR AN ARC LENGTH OF 103.96 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 144.49 FEET, THROUGH A CENTRAL ANGLE OF 28-21-13" AND BEING SUBTENDED BY A CHORD OF 70.78 FEET AT A BEARING OF N33'23'04"W, FOR AN ARC LENGTH OF 71.50 FEET; THENCE RUN N1555'58'W FOR A DISTANCE OF 37.68 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 92.76 FEET, THROUGH A CENTRAL ANGLE OF 40'22'09" AND BEING SUBTENDED BY A CHORD OF 64,01 FEET AT A BEARING OF N35'14'38"W, FOR AN ARC LENGTH OF 65.35 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 101.29 FEET, THROUGH A CENTRAL ANGLE OF 40'22'00" AND BEING SUBTENDEO BY A CHORD OF 69.90 FEET AT A BEARING OF N1647'26"W, FOR AN ARC LENGTH OF 71.36 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 122.56 FEET, THROUGH A CENTRAL ANGLE OF 4543'52" AND BEING SUBTENDED BY A CHORD OF 95.25 FEET AT A BEARING OF N21'08'56W, FOR AN ARC LENGTH OF 97.82 FEET; THENCE RUN N38'30'03"W FOR A DISTANCE OF 13.31 FEET; THENCE RUN N33'32'01'YV FOR A DISTANCE OF 24.32 FEET; THENCE RUN N28'52'05"W FOR A DISTANCE OF I I.O6 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 35.41 FEET, THROUGH A CENTRAL ANGLE OF 76'33'50" AND BEING SUBTENDED BY A CHORD OF 42.06 FEET AT A BEARING OF N28'10'11"E, FOR AN ARC LENGTH OF 44.85 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 58.91 FEET, THROUGH A CENTRAL ANGLE OF 47 29'29" AND BEING SUBTENDED BY A CHORD OF 47.44 FEET AT A BEARING OF N30'22'45"E, FOR AN ARC LENGTH OF 48.83 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 85.50 FEET, THROUGH A CENTRAL ANGLE OF 56'39'06" AND BEING SUBTENDED BY A CHORD OF 81.14 FEET AT A BEARING OF N49'56'21"E, FOR AN ARC LENGTH OF $4.54 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 33.45 FEET, THROUGH A CENTRAL ANGLE OF 55'46'05" AND BEING SUBTENDED BY A CHORD OF 31.29 FEET AT A BEARING OF N62'42'49"E, FOR AN ARC LENGTH OF 32.56 FEET; THENCE RUN N11'18'36"E FOR A DISTANCE OF 41.49 FEET, TO THE BEGINNING OF A NON --TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 29.87 FEET, THROUGH A CENTRAL ANGLE OF 33'43'23" AND BEING SUBTENDED BY A CHORD OF 17.33 FEET AT A BEARING OF N19'30'51"E, FOR AN ARC LENGTH OF 17-58 FEET; THENCE RUN N38'26'07"E FOR A DISTANCE OF 9.28 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 26.65 FEET, THROUGH A CENTRAL ANGLE OF 67'42'59" AND BEING SUBTENDED BY A CHORD OF 29.70 FEET AT A BEARING OF N67'07'51 "E, FOR AN ARC LENGTH OF 31.50 FEET; THENCE RUN S52'21'29"E FOR A DISTANCE OF 15.21 FEET; THENCE RUN 532'43'06"E FOR A DISTANCE OF 15.00 FEET; THENCE RUN S38'52'06"E FOR A DISTANCE OF 14.60 FEET; THENCE RUN S17'06'21"E FOR A DISTANCE OF 9.90 FEET; THENCE RUN S03'18'04"E FOR A DISTANCE OF 35.72 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 71.02 FEET, THROUGH A CENTRAL ANGLE OF 49'26'04" AND BEING SUBTENDED BY A CHORD OF 59.39 FEET AT A BEARING OF S20'42'50"W, FOR AN ARC LENGTH OF 61.27 FEET; THENCE RUN S31'18'33"W FOR A DISTANCE OF 32.88 FEET; THENCE RUN S26'32'45"W FOR A DISTANCE OF 16.08 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 31.14 FEET, THROUGH A CENTRAL ANGLE OF 67'32'31 " AND BEING SUBTENDED BY A CHORD OF 34.62 FEET AT A BEARING OF S03'51'57"W, FOR AN ARC LENGTH OF 36.71 FEET; THENCE RUN S36'31'13"E FOR A DISTANCE OF 17.67 FEET; THENCE RUN S42'02'36"E FOR A DISTANCE OF 17.73 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 54.54 FEET, THROUGH A CENTRAL ANGLE OF 46'22'30" AND BEING SUBTENDED BY A CHORD OF 42.95 FEET AT A BEARING OF 512'45'04"E, FOR AN ARC LENGTH OF 44-14 FEET, TO A POINT OF CURVATURE TO THE RIGHT; HAVING A RADIUS OF 170.77 FEET, THROUGH A CENTRAL ANGLE OF 26'43'49" AND BEING SUBTENDED BY A CHORD OF 78.95 FEET AT A BEARING OF 501-45'31"E, FOR AN ARC LENGTH OF 79.67 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 109.91 FEET, THROUGH A CENTRAL ANGLE OF 23'54'28" AND BEING SUBTENDED BY A CHORD OF 45.53 FEET AT A BEARING OF S07'58'33"E, FOR AN ARC LENGTH OF 45.86 FEET; THENCE RUN S27'04'421 FOR A DISTANCE OF 51.27 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 69.11 FEET, THROUGH A CENTRAL ANGLE OF 26'08'24" AND BEING SUBTENDED BY A CHORD OF 31.26 FEET AT A BEARING OF S1T12'18"E, FOR AN ARC LENGTH OF 31.53 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 47.00 FEET, THROUGH A CENTRAL ANGLE OF 50'41'37" AND BEING SUBTENDED BY A CHORD OF 40.24 FEET AT A BEARING OF S20'36'31'E, FOR AN ARC LENGTH OF 41.58 FEET; THENCE RUN S46'39'42"E FOR A DISTANCE OF 21,74 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 173.45 FEET, THROUGH A CENTRAL ANGLE OF 18-24-34" AND BEING SUBTENDED BY A CHORD OF 55.49 FEET AT A BEARING OF 534'29'46"E, FOR AN ARC LENGTH OF 55.73 FEET TO THE R@INT OF BEGINNING. CONTAINING 82917.92 SQUARE FEET OR 1.90 ACRE, MORE OR LESS. BEARINGS REFER TO THE WEST BOUNDARY OF LOT 1, BLOCK A OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, AS BEING N27'06'17'W- HOLE MOHTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER 1772 n""'" LB 0�5 Mti sate s n STATE OF a 8 BY LS5628 & T. "marIDA ..... y THOMAS M. MURPHY STATE OF FLORIDA �surveM,,,°� *NOT A SURVEY' DRAWN W: DATE 950 Enc0ra Way DRAWING NO. JNH 12 2022 Naples, FL 34110 SKETCH AND LEGAL H x"� SFIEEf 2 H5 flF SHEET 2 = Phone: {239} 254�2000 PROJECT NO. 2021107 SEC-TWN-RGE i HpL 0 T. Florida '.'tlflaade of Authorization No.1772 SIG CYPRESS -LAKE 7 EIS ruti� 15-49-25 - _ 21107 IAXE SAL'sdn rrlx+zrl lro>190MMJa1ro7 LW sdra. n y 2/9 2wj 15} lS P41 nonrc br xi> m 1 6 A 1 9 FOLIO #: 519418anon7 CURVE RADIUS ❑ELTA ANGLE CHORD LENGTH CHARD BEARING ARC LENGTH C1 270.34' 4'23'26" 20.71' N 37'4181'32" E 20.72' C2 33.98' 25'ST'S7" 15.21' N 37"16'24" E 15.34' C3 40.29' 108'31'12" 65.41' N 81'35'06" E 76.31' C4 14 16'31 '36" 43.04' S 32'56'25" E 43.19' C5 287.71' 6'S7`18" 34.90' S II'O8'00" E 34,92' C6 74.52' 7'02'25" 9. T 5' S 10'35'57" E 9.16' C7 240.48' 14'34'53" 61.04' S 09'38'58" E 61.20' C8 148.37' 14'15'47" 36.84' S 09T29'25" E 36.93' C9 37.82' 58' 18'56" 36.85' S 12'32' 10" W 88.49' CIO 38.54' 5026'36" 32.85' S 66'54'56" W 33.93' C11 94.75' 29'12'26" 47.79' N 73'15'33" W 4831' N C 12 748.06' 3'51 '21 " 50.33' N 60'35'00" W 50.34' C13 34.21' 32'27'47" 19.13, N 46'16'47" W 19.38' C14 241.72' 12'20'46" 51.98' N 08'51'172" W 52.09' C15 420.99' 4'52'04" 35.76' N 00'14'37" W 35.77' C16 193.42' 14'38'33" 1 49.30' N 09'30'41" E 49.43' 0 20' 40' Vp = (40') LOT 10, BLOCK C, BIG CYPRESS GOLF ANO COUNTRY CLUB ESTATES, SECTION 2, PH 3, PG 10DF 4 N83'36'14" LET 10. BASS OF SEARiNGjBIG CypRM GOIF AND CpOHTIN 9L❑CK G'CLUB ESTATES, SEC%g 2, PS 3, PG 104 LOT 11, BLOCK C, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, PH 3, PG 104 POINT OF COMMENCEMENT SOUTHEAST CORNER OF LOT 10, BLOCK C, SECTION 2 BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PO 3, PG 104 PROPOSED DRAINAGE EASEMENT G� LINE BEARING DISTANCE L1 N 67.00' 14" E 1 10.22' L2 N 20'23'04" E 15.03' L3 S 81'00' 10" W T 7.71' L4 5 08'50'48" E 15.00' L5 N 90'47'24" E 17.08' *NOT A SURVEY* DRAWN FM DATE JNH 12 20 2022 SHEET OF SHE)vT 1 2 SEC-TN'N-RGE 15-49-25 v .�_. 9l POINT OF U BEGINNING G3 LAKE 8 C"r 01 `? C7 2 UNPLATTED GOLF COURSE Cyr 950 Encore Way Napies, FL. 34110 i1 Phone. (239) 254-200r0 Florida Certificate of Authorixatlon No.1772 UNPLATTED GOLF COURSE n SKETCH AND LEGAL BIG CYPRESS - LAKE 8 11 id DRAWING NO. H 2193 PROJECT NO. 2021107 RLE WNE 21107 LAKE Sh'i.drg 1 6A19 m'�mF�20PtF07 LAKE SRL's.dn P/O/= I:UU3 w mtfod oy. Jcag*vlwm LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 10, BLOCK C, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, AS RECORDED IN PLAT BOOK 3, PAGE 104 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN N67'00'14'E FOR A DISTANCE OF 110.22' TO THE POINT OF BEGINNING; THENCE RUN N20'23'047 FOR A DISTANCE OF 15.03 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 270.34 FEET, THROUGH A CENTRAL ANGLE OF 04'23'26" AND BEING SUBTENDED BY A CHORD OF 20.71 FEET AT A BEARING OF N37'48'32"E, FOR AN ARC LENGTH OF 20.72 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 33.98 FEET, THROUGH A CENTRAL ANGLE OF 25'51'57" AND BEING SUBTENDED BY A CHORD OF 15.21 FEET AT A BEARING OF N37'16'24"E, FOR AN ARC LENGTH OF 15.34 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 40.29 FEET, THROUGH A CENTRAL ANGLE OF 108'31'12" AND BEING SUBTENDED BY A CHORD OF 65.41 FEET AT A BEARING OF N81'35'06"E, FOR AN ARC LENGTH OF 76.31 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 149.72 FEET, THROUGH A CENTRAL ANGLE OF 16'31'36" AND BEING SUBTENDED BY A CHORD OF 43.04 FEET AT A BEARING OF S3256'25"E, FOR AN ARC LENGTH OF 43.19 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 257.71 FEET, THROUGH A CENTRAL ANGLE OF 06'57'18" AND BEING SUBTENDED BY A CHORD OF 34.90 FEET AT A BEARING OF SI I.08'00"E, FOR AN ARC LENGTH OF 34.92 FEET; THENCE RUN S81'OO'10"W FOR A DISTANCE OF 17.71 FEET; THENCE RUN S08'50'48E FOR A DISTANCE OF 15.00 FEET; THENCE RUN N80'47'241 FOR A DISTANCE OF 17.08 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 74.52 FEET, THROUGH A CENTRAL ANGLE OF OT02'25" AND BEING SUBTENDED BY A CHORD OF 9.15 FEET AT A BEARING OF S10'35'57"E, FOR AN ARC LENGTH OF 9.16 FEET, TO A POINT OF REVERSE. CURVATURE TO THE RIGHT; HAVING A RADIUS OF 240.48 FEET, THROUGH A CENTRAL ANGLE OF 14'34'53" AND BEING SUBTENDED BY A CHORD OF 61.04 FEET AT A BEARING OF 509'38'58'E, FOR AN ARC LENGTH OF 61.20 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 148.37 FEET, THROUGH A CENTRAL ANGLE OF 14'15'47" AND BEING SUBTENDED BY A CHORD OF 36.84 FEET AT A BEARING OF S09'29'25"E, FOR AN ARC LENGTH OF 36.93 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 37.82 FEET, THROUGH A CENTRAL ANGLE OF 58' 18'56" AND BEING SUBTENDED BY A CHORD OF 36.85 FEET AT A BEARING OF S12'32'10"W, FOR AN ARC LENGTH OF 38.49 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 38.54 FEET, THROUGH A CENTRAL ANGLE OF 5926'36" AND BEING SUBTENDED BY A CHORD OF 32.85 FEET AT A BEARING OF S56'54'58"W, FOR AN ARC LENGTH OF 33.93 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 94.78 FEET, THROUGH A CENTRAL ANGLE OF 29'12'26" AND BEING SUBTENDED BY A CHORD OF 47,79 FEET AT A BEARING OF N73'15'33"W, FOR AN ARC LENGTH OF 48.31 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 748.06 FEET, THROUGH A CENTRAL ANGLE OF 03'51'21" AND BEING SUBTENDED BY A CHORD OF 50.33 FEET AT A BEARING OF N60'35'00"W, FOR AN ARC LENGTH OF 50.34 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 34.21 FEET, THROUGH A CENTRAL ANGLE OF 32'27'47" AND BEING SUBTENDED BY A CHORD OF 19.13 FEET AT A BEARING OF N46'16'47"W, FOR AN ARC LENGTH OF 19.38 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 241,72 FEET, THROUGH A CENTRAL ANGLE OF 12'20'46' AND BEING SUBTENDED BY A CHORD OF 51.98 FEET AT A BEARING OF N08'51'02'W, FOR AN ARC LENGTH OF 52.09 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 420.99 FEET, THROUGH A CENTRAL ANGLE OF 04'52'04" AND BEING SUBTENDED BY A CHORD OF 35.76 FEET AT A BEARING OF NOO' 14'37"W, FOR AN ARC LENGTH OF 35.77 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 193.42 FEET, THROUGH A CENTRAL ANGLE OF 14'38'33" AND BEING SUBTENDED BY A CHORD OF 49.30 FEET AT A BEARING OF N09'30'41 "E, FOR AN ARC LENGTH OF 49.43 FEET TO THE POINT OF BEGINNING. CONTAINING 28670.39 SQUARE FEET OR 0.66 ACRE, MORE OR LESS, BEARINGS REFER TO THE SOUTH BOUNDARY OF LOT 10, BLOCK C, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, AS BEING N83'36'14"E. HOLE MONTES, INC, s CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 �dfse �4-0'd¢ 5R seas - s 7 a i STATE OF i y �, z �FLCRiOA r� o ' BY L55628 � "'M � �uem THOMAS M. MURPHY STATE OF FLORIDA *NOT A SURVEY* DRAWN BY: DATE 950 Encore Way DRAW<NG NO. JNH 1220 2022 Naples. FL. 34110 SKETCH AND LEGAL H 2193 SHEET OF SHEET PROJECT NO. 2 2 1 Phone'. (239) 254-2000 2021107 k Florida Certificate of SEC-TWN-RCE yGUE Mp T A Authorization No.1772 BIG CYPRESS -- LAKE 8 ru NAME 15-49-25 21107 LW S&L'Ldwg Jt�2021�20211OAWVU,nA21107 LAKE Sh's Rldog 4fZj 3 1.1--W Pu PYeW tj, JowWfccm FOLIO #. 61941800997 UNPGgTTED sou COURSE m eo i oaurirRr Due ESTATES ��..... F9 1. PC 103 *NOT A SURVEY* DRAWN BY: DATE: 950 Encore Way DRAWING N6. JNH 4 25 202Z Maples, FL. 141 i0 SKETCH AND LEGAL H 2189 SHEET orSFiI5 Phone: (239) 254-2000 PRWECT NG. SEC-7WN-RGE: Florida Certificate of 2021107 BIG CYPRESS - LAKE 9-10 & WETLAND-1 nE NAVE 15-49-25 _ LE MAN- Authorizatlon No.1772 71107 IAn �,i Udm K-kMtVMI10AsMPOk21107 L4E SX'e earl y 1:5238 M PhW br, J-*'H-m 1 6A19 CORVE RADIUS CELTA ANGLE CHORD LENGTH 1 CHORD BEARING ARC LENGTH C7 23.34' 22'46'12' 9.21 N 28'27'26" W 9.27' C2 179,86' 16'54'06" 52,86' N 08'37'17" W 53.06 C3 81.43' 55'03 42 75.28' N 2.7'04'48" E 78.25' C4 102.56' 4'20'52" 7.78' N 52'26'13" E 7.78' C5 260,58 8"O1'06" 36.44' N 46'15'14' E 36.47 C6 128.07' 17 16'31' 35.47' N 5O'52'55" E 38.51' C7 148.17' 16 32'55" 42M N 67'47 39' E 42-80 C8 450.61 4'15'33" 33.49' N 78'11 53 E 33.50 C9 176.09' 4'4555" 14.64' N 52'42'37" E 14.65' CIO 58.28 31'3958 31.80 N 6915'35 E 32.21' C11 2068.09' 1"12'13" 43,44' N $4'0i 42 E 43.44' C12 121,58' 37'2427' 77.98' N 35'55135" E 79.38' C13 116.89' 27-41 16' 55.94' N 31'04'00' E 56.49' C74 41.11' 40'54'30" 28,74' N 2427'24" E 29.36' C15 386.75' 12'4548 85-95' N 02422'45''N 86,16 C16 186.51' 18'39'43" fi0.51' N 00'34'13' E 60.78 C17 488,88' 14'38'44' 124,62' N 17'13'26 E 124Mi' C18 448.82' 13'37'32 106.48' N 1 T44 02" E 106,73 C19 178.34' 15'31'50" 48.19' N 18'41'11" E 48,34' C20 15,86' 82'02'26 20.82 S d0'1815 E 22.71' C21 289.37' 4' 15 21 " 21.49' S 03'13"00" E 21.0.9 C22 52.46' 35'11'59' 34,33' S 14'48'18" E 34,98' C23 75.01' 21'40'59 28.22' S 14'06'56 E 28.39 C24 1 166,94' 7'13'32" 21,04' 2191..5085 C25 22.34' 5012'24" 18.96 EE 2042'2106'2164" 5S ' 40.49' ' 28.73' S 80'27'16" E 29.37' 14,43 0C26 57 '1C27 19.73' N 44'09'37" E 21.73 C28 395.62 9'36'01" 66.21 N 00'40'42' E fi29'' 713' 134 4C29 17.06 N 10'23 40 W 17.10' 030 65.06' 13 2*5 27.29' N 05'10'27" W 27.50 C31 227.35' e2158 33.17' N 02'20'26" W 33.20' C32 37.90' 40'25 34" 1 26.19, N 27' 1 fi 00 W 26-74' C33 5aml 13,13,03" 13.60' N 66'42'07" W 13.63' C34 286.02 6'18'04" 31,44 N 73'48'55" W 31.45' C35 150.50' 2548'00" 67.20' N 04'54'41 W 67.77' C35 655.70' 2'51'34" 32,72' N 16'22'54" W 32.72 C37 40.21 24'39'48' 17.17 N 02'37'13' W 17,31' C38 795-36' 2 24'35 33.45 N 25'25 27 E 33.45' C39 63.32' 18' 15 33' 20.15' S 89'50 59" E 20.23 C40 32.90' 32'36'42" 18.48' 5 82'41'54' E 18.73' C41 45,79' 471253" 37.47' N 90'00'00" E 38.55' C42 141.29 14'21'45" 1 35.32' N 73-3426' E 35.42 C43 336.91' 453'29" 28.75' S 70`41'15" E 28.76' C44 565.20' 2'48 34" 27,71' S 71'43 43" E 27.71' C45 30.47' 32'02'03" 16.81' S 5418'25' E 17.04' C48 10.78' 56'46'57" 10.75 S 09'53 54" E 7 Q,6$' C47 718.93' 1'47 47 22,54' 7 S 17'35 41" W 22.54' C48 70.34' 12'21 'O6" 15.13' S 10'31'14- W 15.16' C49 767.49' 3'16'50" 43.94' S 02'42'16 W 43.94" C50 233.02' 12'25'26 50.43' S 05'08'52" E 50.53' C51 204.12 19'36'46' 69.53 S 01'33'l2' E 69.87' C52 393.61 11'52'27" 81.43 5 14-11'24 W 81.57' C53 2134.54' 2'20'54" 57,46' S 21'18'04' W 87.48' C54 96.71' 24755'24" 41.74' S 1 TOO'49' W 42.07' C55 29.17 63'2722" 30.68' S 34' 10'34" E 32.31' C56 38.62' 38'17'41' 25.34' S 46'45'24" E 25.81' C57 113,16 3O'53'43" 60.28' S 12'09'42" E 61.02 C58 43.95' 3537'11" 26,88' S 21'05'44' W 27.32' C59 16,36' 38'54'38 10.90' S 19'27'01' W 11.11 C8Q 66.88' 15'27'42" 17.99' 5 07'43'32' W 18.05 C61 25.99' 50'09'35" 22.03' S 5456 44 E 22.75' C62 9.29' 72'38'18' 11.00' S 4342'22" E 11.77' C63 117.06' 6'17 43" 12.86' 5 04'14'22" E 12.86' C64 315.44 12'29'44" 68,66 5 or20'22' E 68.79' C65 717.90 1'29'13" 18.63' S 14'19 50 E 18.63' C66 7.35' 67'30'53" 8-17' S 48'49'53" E C67 1064,85' 0'42 49 13.26' S 62'56'44" E 13.26' C68 24.11' 37'31'56" 15.51' N 7T55'54 E 15,79 C69 130,61 61'27'36" 133.49' S 11,58,31, E 140.11' C70 92,00' 21'35'48" 34.47' S 29'33' 1 1 " W 34.68' C71 11.32 3749'33" 7.34' S 59'15 51 W 7.48 C72 96.32' 16'50'44" 28.22' S 69'45'16' W 28.32' C73 48.27' 26'02'51 " 21.76' S 7D 5747 W 21.94' C74 84.99' 2W35 18" 43.40' S OW04'27" W 43.89' C75 165,61 25'56 04" 74,32' S 31'50 08" W 74,96 C76 79.68' 1017 16 14.29' S 49'56'48" W 14.31' C77 232.46 5 52'42" 23,84' N 7345 21 W 23.85' C76 269.57 21828 57-80' N 70'32'28" W 57.91 C79 2143.36' 1,16,56, 47.97' N 65'01'42" W 47.97' C8Q 318.26' 3'57'04" 21.94' N 6T38'42" W 21.95' UNE BEARING DISTANCE L1 5 56'37'10" E 228.04' L2 N 25'38'43" W 15,30, L3 N 20'01'36" E 15.08' L4 5 68'29'40" E 8.12' L5 5 67'3201" E 15.43' L6 S 10"33'01" E 72.69' L7 5 23'11'31" W 61.00' 1-8 S 23'07'25" W 20.01 L9 N 66'52 35 W 13.21' L10 N 77'29'50" W 397.57' L11 -T75'38''32 W 12.47' *NOT A SURVEY* DRAWN 9Y: DATE: 950 Encore Way "'" JNH 4 25 2023 i Naples, FL. 34110 SKETCH AND LEGAL PR4J CT NOSs SHEEP OF SHED Phone- . (239) 254-2000 2021107 2 5 Florida Certlflcafe of SEC-TWN-RGE F1O�E- p Authorization Na.1772 BIG CYPRESS - LAKE 9-10 & WETLAND-1 z NAMEUU saa'.e�e.q 15-49--25 t6A19 Fl:�mj2 m}IdAskVWES�21;07 Lw sk's R[drg 4/251= u2m PY pww w. Ja4p wmr LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 15. TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORICA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 3, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN PLAT BOOK 3, PAGE 1O3 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN S5637'10'E FOR A DISTANCE OF 228.04' FEET TO THE POINT OF BEGINNING• THENCE RUN N25'38'43 W FOR A DISTANCE OF 15-30 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 23.34 FEET, THROUGH A CENTRAL ANGLE OF 22'46'12" AND BEING SUBTENDED BY A CHORD OF 9.21 FEET AT A BEARING OF N28'27'26"W, FOR AN ARC LENGTH OF 9.27 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 179.86 FEET, THROUGH A CENTRAL ANGLE OF 16-54'06" AND BEING SUBTENDED BY A CHORD OF 52.86 FEET AT A BEARING OF NDB'37'17'W, FOR AN ARC LENGTH OF 53.06 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 81.43 FEET, THROUGH A CENTRAL ANGLE OF 55'03'42" AND BEING SUBTENDED BY A CHORD OF 75.28 FEET AT A BEARING OF N27'04'48"E, FOR AN ARC LENGTH OF 78.25 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 102.56 FEET, THROUGH A CENTRAL ANGLE OF 04'20'52" AND BEING SUBTENDED BY A CHORD OF 7.75 FEET AT A BEARING OF N52'26'13"E, FOR AN ARC LENGTH OF 7.78 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 260.58 FEET, THROUGH A CENTRAL ANGLE OF 08'01'O6" AND BEING SUBTENDED BY A CHORD OF 36.44 FEET AT A BEARING OF N46'15'14"E, FOR AN ARC LENGTH OF 36.47 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 128.07 FEET, THROUGH A CENTRAL ANGLE OF 17-16'31" AND BEING SUBTENOED BY A CHORD OF 38.47 FEET AT A BEARING OF N50'52'56"E, FOR AN ARC LENGTH OF 38.61 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 148.17 FEET, THROUGH A CENTRAL ANGLE OF 16'32'55" AND BEING SUBTENDED BY A CHORD OF 42.65 FEET AT A SEARING OF N6T47'39"E, FOR AN ARC LENGTH OF 42.80 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 450,61 FEET, THROUGH A CENTRAL ANGLE OF 04'15'33" AND BEING SUBTENDED BY A CHORD OF 33.49 FEET AT A BEARING OF N7911'53"E, FOR AN ARC LENGTH OF 33.50 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 176.09 FEET, THROUGH A CENTRAL ANGLE OF O4'45'55" AND BEING SUBTENDED BY A CHORD OF 14.64 FEET AT A BEARING OF N82'42'37"E, FOR AN ARC LENGTH OF 14.65 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 58.28 FEET, THROUGH A CENTRAL ANGLE OF 31'39'58" AND BEING SUBTENDED BY A CHORD OF 31.80 FEET AT A BEARING OF N69'15'35"E, FOR AN ARC LENGTH OF 32.21 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 2068.09 FEET, THROUGH A CENTRAL ANGLE OF 01'12'13" AND BEING SUBTENDED BY A CHORD OF 43.44 FEET AT A BEARING OF N54'01'421, FOR AN ARC LENGTH OF 43.44 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 121.58 FEET, THROUGH A CENTRAL ANGLE OF 3T24'27" AND BEING SUBTENDED BY A CHORD OF 77.98 FEET AT A BEARING OF N35'55'35"E, FOR AN ARC LENGTH OF 79.38 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 116.89 FEET, THROUGH A CENTRAL ANGLE OF 2741'16" AND BEING SUBTENDED BY A CHORD OF 55.94 FEET AT A BEARING OF N31'04'00"E, FOR AN ARC LENGTH OF 56.49 BEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 41.11 FEET, THROUGH A CENTRAL ANGLE OF 40'54'30" AND BEING SUBTENDED BY A CHORD OF 20.74 FEET AT A BEARING OF N24'27'24"E, FOR AN ARC LENGTH OF 29.36 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT, HAVING A RADIUS OF 386.76 FEET, THROUGH A CENTRAL ANGLE OF 12'45'48" AND BEING SUBTENDED BY A CHORD OF 85.98 FEET AT A BEARING OF N0222'45"W, FOR AN ARC LENGTH OF 86.16 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 186.61 FEET, THROUGH A CENTRAL ANGLE OF 18'39'43" AND BEING SUBTENDED BY A CHORD OF 60.51 FEET AT A BEARING OF NOO'34'13"E, FOR AN ARC LENGTH OF 60.78 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 488.88 FEET. THROUGH A CENTRAL ANGLE OF 14'38'44" AND BEING SUBTENDEO BY A CHORD OF 124.62 FEET AT A BEARING OF N1T13'26"E, FOR AN ARC LENGTH OF 124.96 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 448.82 FEET, THROUGH A CENTRAL ANGLE OF 13'37'32" AND BEING SUBTENDED BY A CHORD OF 106.48 FEET AT A BEARING OF N1744'02"E, FOR AN ARC LENGTH OF 106.73 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 178.34 FEET, THROUGH A CENTRAL ANGLE OF 15'31'50" AND BEING SUBTENDED BY A CHORD OF 48.19 FEET AT A BEARING OF N18'41'l1"E, FOR AN ARC LENGTH OF 4B.34 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 15.86 FEET, THROUGH A CENTRAL ANGLE OF 82'02'26" AND BEING SUBTENDED BY A CHORD OF 20.82 FEET AT A BEARING OF S40'18'15"E, FOR AN ARC LENGTH OF 22.71 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 289.37 FEET, THROUGH A CENTRAL ANGLE OF 04'15'21" AND BEING SUBTENDED BY A CHORD OF 21.49 FEET AT A BEARING OF S03'13'00'E, FOR AN ARC LENGTH OF 21.49 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 52.46 FEET, THROUGH A CENTRAL ANGLE OF 38'11'59` AND BEING SUBTENDED BY A CHORD OF 34.33 FEET AT A BEARING OF S14'48'18"E, FOR AN ARC LENGTH OF 34.98 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 75.01 FEET, THROUGH A CENTRAL ANGLE OF 21'40'59" AND BEING SUBTENDED BY A CHORD OF 28.22 FEET AT A BEARING OF S14'06'56"E, FOR AN ARC LENGTH OF 28.39 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 166.94 FEET, THROUGH A CENTRAL ANGLE OF 07'13'32" AND BEING SUBTENDED BY A CHORD OF 21.04 FEET AT A BEARING OF SO4104"E, FOR AN ARC LENGTH OF 21,05 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 22.34 FEET, THROUGH A CENTRAL ANGLE OF 5912'24" AND BEING SUBTENDED BY A CHORD OF 18.96 FEET AT A BEARING OF S22'20'26'E, FOR AN ARC LENGTH OF 19.58 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 40.49 FEET, THROUGH A CENTRAL ANGLE OF 41'33'16" AND BEING SUBTENDED BY A CHORD OF 28.73 FEET AT A BEARING OF S80'27'16'E, FOR AN ARC LENGTH OF 29.37 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 14.43 FEET, THROUGH A CENTRAL ANGLE OF 86'17'20" AND BEING SUBTENDED BY A CHORD OF 19.73 FEET AT A BEARING OF N44'09'37"E, FOR AN ARC LENGTH OF 21.73 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 395.62 FEET, THROUGH A CENTRAL ANGLE OF OWN01" AND BEING SUBTENDED BY A CHORD OF 66.21 FEET AT A BEARING OF NOO'40'42"E, FOR AN ARC LENGTH OF 66,29 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 71.13 FEET, THROUGH A CENTRAL ANGLE OF 13'46'34" AND BEING SUBTENDED BY A CHORD OF 17.06 FEET AT A BEARING OF N10'23'40"W, FOR AN ARC LENGTH OF 17,10 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 65.06 FEET, THROUGH A CENTRAL ANGLE OF 24'12'59" AND BEING SUBTENDED BY A CHORD OF 27.29 FEET AT A BEARING OF N05'10'27W, FOR AN ARC LENGTH OF 27.50 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 227.35 FEET, THROUGH A CENTRAL ANGLE OF 08'21'58" AND BEING SUBTENDED BY A CHORD OF 33.17 FEET AT A BEARING OF N62'2O'26 W, FOR AN ARC LENGTH OF 33.20 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 37,90 FEET, THROUGH A CENTRAL ANGLE OF 40'25'34" AND BEING SUBTENDED BY A CHORD OF 26A9 FEET AT A BEARING OF N2716'00'W, FOR AN ARC LENGTH OF 26.74 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 59.09 FEET, THROUGH A CENTRAL ANGLE OF 13'13'03" AND BEING SUBTENDED BY A CHORD OF 13.60 FEET AT A BEARING OF N66'42'07'W, FOR AN ARC LENGTH OF 13.63 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 286.02 FEET, THROUGH A CENTRAL ANGLE OF 06'1 B'04" AND BEING SUBTENDED BY A CHORD OF 31.44 FEET AT A BEARING OF N7348'55`1W, FOR AN ARC LENGTH OF 31.45 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 150.50 FEET, THROUGH A CENTRAL ANGLE OF 25'48'00" AND BEING SUBTENDED BY A CHORD OF 67.20 FEET AT A BEARING OF N04'54'41 "W, FOR AN ARC LENGTH OF 67.77 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 655.70 FEET, THROUGH A CENTRAL ANGLE OF 02'51'34" AND BEING SUBTENDED BY A CHORD OF 32.72 FEET AT A BEARING OF N16'22'54'W, FOR AN ARC LENGTH OF 32.72 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 40.21 FEET, THROUGH A CENTRAL ANGLE OF 24'39'48" AND BEING SUBTENDED BY A CHORD OF 17.17 FEET AT A BEARING OF NO2'37'13"W, FOR AN ARC LENGTH OF 17.31 FEET; THENCE RUN N20'O1'36"E FOR A DISTANCE OF 15.08 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 795.36 FEET, THROUGH A CENTRAL ANGLE OF 02'24'35" AND BEING SUBTENDED BY A CHORD OF 33.45 FEET AT A BEARING OF N2525'27"E, FOR AN ARC LENGTH OF 33.45 FEET; *NOT A SURVEY* DRAWN BY: I DA7E 950 Encore Way URaWH 21,89 JNH 4 25 2023 g Naples. FL 34110 SKETCH AND LEGAL PROJECT NO. SHEET f OF SHEEP { Phone: (239) 254-2000 2421f07 3 5 a Florida Certificate of BIG CYPRESS - LAKE 9-10 & WETLAND-1 FILE NME Ste' ` OLE MO AAuthorization No.1772 21$07 WEE Swl Run 15-49-25 GA H.�X?f�202f 10715KER,YM21107 LAKE W S R.3.drq 41'412M 1:32M Pit P&W Ly: Am*W7imm LEGAL CONTINUED: THENCE RUN S68'29'40"E FOR A DISTANCE OF 8A 2 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 63.32 FEET, THROUGH A CENTRAL ANGLE OF 18'18'33" AND BEING SUBTENDED BY A CHORD OF 20.15 FEET AT A BEARING OF 589'50'59"E, FOR AN ARC LENGTH OF 20.23 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 32.90 FEET, THROUGH A CENTRAL ANGLE OF 32'36'42" AND BEING SUBTENDED BY A CHORD OF 18.48 FEET AT A BEARING OF 582'41'54"E, FOR AN ARC LENGTH OF 15.73 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 46.79 FEET, THROUGH A CENTRAL ANGLE OF 47'12'53" AND BEING SUBTENDED BY A CHORD OF 37.47 FEET AT A BEARING OF N90'00'00'E, FOR AN ARC LENGTH OF 38.55 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 141.29 FEET, THROUGH A CENTRAL ANGLE OF 14'21'45" AND BEING SUBTENDED BY A CHORD OF 35.32 FEET AT A BEARING OF N7334'26"E, FOR AN ARC LENGTH OF 35.42 FEET; THENCE RUN S67 32'01 "E FOR A DISTANCE OF 18.43 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 336.91 FEET, THROUGH A CENTRAL ANGLE OF 04'53'29" AND BEING SUBTENDED BY A CHORD OF 28.75 FEET AT A BEARING OF S70'41'15"E, FOR AN ARC LENGTH OF 28.76 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 555.20 FEET, THROUGH A CENTRAL ANGLE OF 02748'34" AND BEING SUBTENDED BY A CHORD OF 27.71 FEET AT A BEARING OF S71'43'43"E, FOR AN ARC LENGTH OF 27.71 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 30.47 FEET, THROUGH A CENTRAL ANGLE OF 32'02'03" AND BEING SUBTENDED BY A CHORD OF 16.81 FEET AT A BEARING OF S54'18'25"E, FOR AN ARC LENGTH OF 17.04 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 10.78 FEET, THROUGH A CENTRAL ANGLE OF 56'46'57" AND BEING SUBTENDED BY A CHORD OF 10.25 FEET AT A BEARING OF 509'53'54"E, FOR AN ARC LENGTH OF 10.68 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 718.93 FEET, THROUGH A CENTRAL ANGLE OF 01'47'47" AND BEING SUBTENDED BY A CHORD OF 22.54 FEET AT A BEARING OF 517'35'41"W, FOR AN ARC LENGTH OF 22.54 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFF-, HAVING A RADIUS OF 70.34 FEET, THROUGH A CENTRAL ANGLE OF 12'21'06" AND BEING SUBTENDED BY A CHORD OF 15.13 FEET AT A BEARING OF 510'31'14"W, FOR AN ARC LENGTH OF 15.16 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 767.49 FEET, THROUGH A CENTRAL ANGLE OF 03'16'50" AND BEING SUBTENDED BY A CHORD OF 43.94 FEET AT A SEARING OF SO2'42'16'W, FOR AN ARC LENGTH OF 43.94 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 233.02 FEET, THROUGH A CENTRAL ANGLE OF 1725'26" AND BEING SUBTENDED BY A CHORD OF 50.43 FEET AT A BEARING OF S05'08'52"E, FOR AN ARC LENGTH OF 50.53 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 204.12 FEET, THROUGH A CENTRAL ANGLE OF 19'36'46" AND BEING SUBTENDED BY A CHORD OF 59.53 FEET AT A BEARING OF SO1'33'12"E, FOR AN ARC LENGTH OF 69.87 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 393.61 FEET, THROUGH A CENTRAL ANGLE OF 11'52'27" AND BEING SUBTENDED BY A CHORD OF 81.43 FEET AT A BEARING OF S14'11'24"W, FOR AN ARC LENGTH OF 81.57 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 2134.54 FEET, THROUGH A CENTRAL ANGLE OF 02'20'54" AND BEING SUBTENDED BY A CHORD OF 87.48 FEET AT A BEARING OF 521'18'04'W, FOR AN ARC LENGTH OF 87.48 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 96.71 FEET, THROUGH A CENTRAL ANGLE OF 2455'24" AND BEING SUBTENDED BY A CHORD OF 41.74 FEET AT A BEARING OF SIO'00'49'W, FOR AN ARC LENGTH OF 42.07 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 29A7 FEET, THROUGH A CENTRAL ANGLE OF 63'27'22" AND BEING SUBTENDED BY A CHORD OF 30.68 FEET AT A BEARING OF 534'10'34"E, FOR AN ARC LENGTH OF 32.31 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 38.62 FEET, THROUGH A CENTRAL ANGLE OF 3B'17'41" AND BEING SUBTENDED BY A CHORD OF 25.34 FEET AT A BEARING OF 54645'24"E, FOR AN ARC LENGTH OF 25.81 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 113.16 FEET, THROUGH A CENTRAL ANGLE OF 30'53'43" AND BEING SUBTENDED BY A CHORD OF 60.28 FEET AT A BEARING OF SI2'49'42"E, FOR AN ARC LENGTH OF 61.02 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 43.95 FEET, THROUGH A CENTRAL ANGLE OF 3537'11" AND BEING SUBTENDED BY A CHORD OF 26.88 FEET AT A BEARING OF 521'05'44"W, FOR AN ARC LENGTH OF 27.32 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 16.36 FEET, THROUGH A CENTRAL ANGLE OF 38'54'38" AND BEING SUBTENDED BY A CHORD OF 10.90 FEET AT A BEARING OF 519'27'01'W, FOR AN ARC LENGTH OF 11.11 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 66.88 FEET, THROUGH A CENTRAL ANGLE OF 15'27'42" AND BEING SUBTENDED BY A CHORD OF 17.99 FEET AT A BEARING OF 50743'32 W, FOR AN ARC LENGTH OF 18.05 FEET; THENCE RUN $10'33'01"E FOR A DISTANCE OF 72.69 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 25.99 FEET, THROUGH A CENTRAL ANGLE OF 50'09'35" MIA BEING SUBTENDED BY A CHORD OF 22.03 FEET AT A BEARING OF 554'56'44'E, FOR AN ARC LENGTH OF 22.75 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 9.29 FEET, THROUGH A CENTRAL ANGLE OF 72'3B'18" AND BEING SUBTENDED BY A CHORD OF 11.00 FEET AT A BEARING OF 543'42'22"E, FOR AN ARC LENGTH OF 11.77 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 117.D6 FEET, THROUGH A CENTRAL ANGLE OF O6'17'43" AND BEING SUBTENDED BY A CHORD OF 12.86 FEET AT A BEARING OF SO4'14'22"E, FOR AN ARC LENGTH OF 12.86 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 315.44 FEET, THROUGH A CENTRAL ANGLE OF 12'29'44" AND BEING SUBTENDED BY A CHORD OF 68.66 FEET AT A BEARING OF S07'20'22"E, FOR AN ARC LENGTH OF 68.79 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 717.90 FEET, THROUGH A CENTRAL ANGLE OF 01'29'13" AND BEING SUBTENDED BY A CHORD OF 18.63 FEET AT A BEARING OF S1419'50"E, FOR AN ARC LENGTH OF 18.63 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 7.35 FEET, THROUGH A CENTRAL ANGLE OF 6T3O'53" AND BEING SUBTENDED BY A CHORD OF 8.17 FEET AT A BEARING OF 54B'49'53"E, FOR AN ARC LENGTH OF 8.66 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 1064.65 FEET, THROUGH A CENTRAL ANGLE OF 00'42'49" AND BEING SUBTENDED BY A CHORD OF 13.26 FEET AT A BEARING OF S8756'441, FOR AN ARC LENGTH OF 13.26 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 24.11 FEET, THROUGH A CENTRAL ANGLE OF 3731'56" AND BEING SUBTENDED BY A CHORD OF 15.51 FEET AT A BEARING OF N7755'54"E, FOR AN ARC LENGTH OF 15.79 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 130.61 FEET, THROUGH A CENTRAL ANGLE OF 61'27'36" AND BEING 5UBTENDED BY A CHORD OF 133.49 FEET AT A BEARING OF 511'58'31 "E, FOR AN ARC LENGTH OF 140.11 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 92.00 FEET, THROUGH A CENTRAL ANGLE OF 21'35'48" AND BEING SUBTENDED BY A CHORD OF 34.47 FEET AT A BEARING OF S29'33'11"W, FOR AN ARC LENGTH OF 34.68 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 11.32 FEET, THROUGH A CENTRAL ANGLE OF 37'49'33" AND BEING SUBTENDED BY A CHORD OF 7.34 FEET AT A BEARING OF S5W15'51"W, FOR AN ARC LENGTH OF 7.48 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 96.32 FEET, THROUGH A CENTRAL ANGLE OF 16'50'44" AND BEING SUBTENDED BY A CHORD OF 28.22 FEET AT A BEARING OF S69'45'16"W, FOR AN ARC LENGTH OF 28.32 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 48.27 FEET, THROUGH A CENTRAL ANGLE OF 26'02'51" AND BEING SUBTENDED BY A CHORD OF 21.75 FEET AT A BEARING OF S70'57'47"W, FOR AN ARC LENGTH OF 21.94 FEET; THENCE RUN S23'11'51"W FOR A DISTANCE OF 61,00 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 84.99 FEET, THROUGH A CENTRAL ANGLE OF 29'35'18" AND BEING SUBTENDED BY A CHORD OF 43.40 FEET AT A BEARING OF SO4'04'27'W, FOR AN ARC LENGTH OF 43.89 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 165.61 FEET, THROUGH A CENTRAL ANGLE OF 25'56'04" AND BEING SUBTENDED 13Y A CHORD OF 74.32 FEET AT A BEARING OF 531'50'08"W, FOR AN ARC LENGTH OF 74.96 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 79.68 FEET, THROUGH A CENTRAL ANGLE OF 1917'16" AND BEING SUBTENDED BY A CHORD OF 14.29 FEET AT A BEARING OF S49'56'48"W, FOR AN ARC LENGTH OF 14.31 FEET; THENCE RUN S23'07'25W FOR A DISTANCE OF 20.01 FEET; THENCE RUN N66'52'35"W FOR A DISTANCE OF 13.21 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 232.46 FEET, THROUGH A CENTRAL ANGLE OF 05'52'42" AND BEING SUBTENDED BY A CHORD OF 23,84 FEET AT A BEARING OF N73'45'21"W, FOR AN ARC LENGTH OF 23.85 FEET. *NOT A SURVEY* DRAWN BY: DATE: JNH 1 4 SHEET I I OF S SEC-TWN--RGE I -IC 15-49-25 950 Encore Way Naples, FL. 34110 ! Phone: (239) 254-2000 Florida Certificate of Authorization N0.1772 SKETCH AND LEGAL 89 202110 BIG CYPRESS LAKE 9-10 & WETLAND-1 FILERAPE Z1107 UK SWs H:k2C2 F\= F IOAMVRMf 2F107IML sat.:1?&ft 4/2V".1 rs2:s9 PV RAW W. arm LEGAL CDRT[NUED: TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 269.57 FEET, THROUGH A CENTRAL ANGLE OF 12'18'28" ANO BEING SUBTENDED BY A CHORD OF 57.80 FEET AT A BEARING OF N70'32'28W, FOR AN ARC LENGTH OF 57.91 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 2143.36 FEET, THROUGH A CENTRAL ANGLE OF 01'15'56" AND BEING SUBTENDED BY A CHORD OF 47.97 FEET AT A BEARING OF N65'01'42"W, FOR AN ARC LENGTH OF 47.97 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 318.26 FEET, THROUGH A CENTRAL ANGLE OF 03'57'04" AND BEING SUBTENDED BY A CHORD OF 21.94 FEET AT A BEARING OF N67'38'42W, FOR AN ARC LENGTH OF 21.95 FEET; THENCE RUN N77'29'50"W FOR A DISTANCE OF 397.57 FEET; THENCE RUN S7538'32 W FOR A DISTANCE OF 12.47 FEET, TO THE POINT OF BEGINNING. CONTAINING 387705.74 SQUARE FEET OR 8.90 ACRES, MORE OR LESS. BEARINGS REFER TO THE SOUTH BOUNDARY OF LOT 1, BLOCK 3 OF SIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING 574'45'48 W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER L8 1772 0�a' a �% STATE OF F,p" a �FLORI�A �rT BY LS5628 Surepv THOMAS M. MURPHY STATE OF FLORIDA *NOT A SURVEY* 0R'WN BY., DAM 950 Encore Way DRAWING NO' JNH 4 25 2023 Naples, FL. 34110 Phone: (239) 254-2000 SKETCH AND LEGAL 1+ 2189 PRAfEGT N0. 2021107 SHEET 5 OF SHEET 5 1 SEC-TWt-RGE R Florida Certificate of BIG CYPRESS -- LAKE 9-10 & WETLAND-1 FILE NAME 15-49-25 Ii -- Authorization No.1772 2iim SAt iA19 1 6 A 1 9 A %=I\Z211WA57iE7rHU%z1TD7 u+W $Xffadn ZW2023 3'.4106 Py %rW nr V,~ LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 3 OF BIG CYPRESS GOLF AND COUNTRY CWB ESTATES AS RECORDED IN PLAT BOOB 3, PAGE 103 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA, THENCE RUN S59'06'42"E FOR A DISTANCE OF 529.88 FEET; TO THE POINT OF BEGINNING THENCE RUN N38'07'06"E FOR A DISTANCE OF 30.24 FEET; THENCE RUN N4257'34"E FOR A DISTANCE OF 15.40 FEET; THENCE RUN N4F16'24"E FOR A DISTANCE OF 28.66 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 35.64 FEET, THROUGH A CENTRAL ANGLE OF 35'47'48' AND BEING SUBTENDED BY A CHORD OF 21.91 FEET AT A BEARING OF N79'05'44"E, FOR AN ARC LENGTH OF 22.27 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 156.09 FEET, THROUGH A CENTRAL ANGLE OF 09'43'09" AND BEING SUBTENDED BY A CHORD OF 26.45 FEET AT A BEARING OF S7908'47"E, FOR AN ARC LENGTH OF 26.48 FEET; THENCE RUN S72'31'32"E FOR A DISTANCE OF 34.78 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 11.1 D FEET, THROUGH A CENTRAL ANGLE OF 81'34'21" AND BEING SUBTENDED BY A CHORD OF 14.50 FEET AT A BEARING OF S30'58'42"E, FOR AN ARC LENGTH OF 15.80 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 31.27 FEET, THROUGH A CENTRAL ANGLE OF 40'42'24" AND BEING SUBTENDED BY A CHORD OF 21.75 FEET AT A BEARING OF 510'32'44`E, FOR AN ARC LENGTH OF 22.22 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 21.15 FEET, THROUGH A CENTRAL ANGLE OF 28'18'46" AND BEING SUBTENDED BY A CHORD OF 10.35 FEET AT A BEARING OF 545'03'18"E, FOR AN ARC LENGTH OF 10.45 FEET; THENCE RUN S59'10'19"E FOR A DISTANCE OF 26.86 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 22.74 FEET, THROUGH A CENTRAL ANGLE OF 20'17'25" AND BEING SUBTENDED BY A CHORD OF 8.01 FEET AT A BEARING OF S69'16'38E, FOR AN ARC LENGTH OF 8.05 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 113.16 FEET, THROUGH A CENTRAL ANGLE OF 09'46'14" AND BEING SUBTENDED BY A CHORD OF 19.28 FEET AT A BEARING OF S7432'14"E, FOR AN ARC LENGTH OF 19.30 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFF; HAVING A RADIUS OF 37.41 FEET, THROUGH A CENTRAL ANGLE OF 28'08'22" AND BEING SUBTENDED BY A CHORD OF 18.19 FEET AT A BEARING OF 583'43'18"E, FOR AN ARC LENGTH OF 18.37 FEET; THENCE RUN N77'10'19"E FOR A DISTANCE OF 26.86 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 18.58 FEET, THROUGH A CENTRAL ANGLE OF 52'44'46" AND BEING SUBTENDED BY A CHORD OF 16.51 FEET AT A BEARING OF N45'45'44"E, FOR AN ARC LENGTH OF 17.11 FEET; THENCE RUN N14736'56"E FOR A DISTANCE OF 4.31 FEET; THENCE RUN S73'50'45"E FOR A DISTANCE OF 12.95 FEET; THENCE RUN 568'44'34"E FOR A DISTANCE OF 24.24 FEET; THENCE RUN S18'24'43"E FOR A DISTANCE OF 27.85 FEET; THENCE RUN S22'36'31 "E FOR A DISTANCE OF 18.01 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RAIDIUS OF 12.68 FEET, THROUGH A CENTRAL ANGLE OF 71'39'29" AND BEING SUBTENDED BY A CHORD OF 14.85 FEET AT A BEARING OF S15'26'42 W. FOR AN ARC LENGTH OF 15.86 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 37.18 FEET, THROUGH A CENTRAL ANGLE OF 33'20'28" AND BEING SUBTENDED BY A CHORD OF 21.33 FEET AT A BEARING OF 567'56'40'*, FOR AN ARC LENGTH OF 21.64 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 186.61 FEET, THROUGH A CENTRAL ANGLE OF 09'35'36" AND BEING SUBTENDED BY A CHORD OF 31.21 FEET AT A BEARING OF S89'24'42W, FOR AN ARC LENGTH OF 31.25 FEET; THENCE RUN N89'09'42"W FOR A DISTANCE OF 8,69 FEET; THENCE RUN N87'48'09"W FOR A DISTANCE OF 30.04 FEET-, THENCE RUN N85'52'45"W FOR A DISTANCE OF 28.76 FEET; THENCE RUN N8754'32W FOR A DISTANCE OF 78.05 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 40.13 FEET, THROUGH A CENTRAL ANGLE OF 25'15'03" AND BEING SUBTENDED BY A CHORD OF 17.54 FEET AT A BEARING OF N78'34'02"W, FOR AN ARC LENGTH OF 17.69 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 18.94 FEET, THROUGH A CENTRAL ANGLE OF 9956'15" AND BEING SUBTENDED BY A CHORD OF 29.00 FEET AT A BEARING OF NOD'33'15"W, FOR AN ARC LENGTH OF 33.03 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 12.00 FEET, THROUGH A CENTRAL ANGLE OF 67'21'48" AND BEING SUBTENDED BY A CHORD OF 13.31 FEET AT A BEARING OF NO2'13'30"E, FOR AN ARC LENGTH OF 14.11 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 18.09 FEET, THROUGH A CENTRAL ANGLE OF 68'23'39" AND BEING SUBTENDED BY A CHORD OF 20.33 FEET AT A BEARING OF N72'51'49"W, FOR AN ARC LENGTH OF 21.59 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 69.81 FEET, THROUGH A CENTRAL ANGLE OF 30'49'41" AND BEING SUEIT1_NDED BY A CHORD OF 37.11 FEET AT A BEARING OF 557 56'03"W, FOR AN ARC LENGTH OF 37.56 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 11,23 FEET, THROUGH A CENTRAL ANGLE OF 79'53'30" AND BEING SUBTENDED BY A CHORD OF 14.42 FEET AT A BEARING OF S78'25'24" W, FOR AN ARC LENGTH OF 15.66 FEET; THENCE RUN N50'28'23"W FOR A DISTANCE OF 29.94 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 17.29 FEET, THROUGH A CENTRAL ANGLE OF 86'47'12" AND BEING SUBTENDED BY A CHORD OF 23.75 FEET AT A BEARING OF NO2'16'18"W, FOR AN ARC LENGTH OF 26.19 FEET TO THE POINT OF BEGINNING. CONTAINING 23062.89 SQUARE FEET OR 0.53 ACRE, MORE OR LESS. BEARINGS REFER TO THE SOUTH BOUNDARY OF LOT 1, BLOCK 3 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING S74'45'48"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 g.l STATE OF j FLORIOA 13Y L55628 THOMAS M. MURPHY STATE OF FLORIDA `NUT A SURVEY* M" BY: O+TF_ 950 Encore Way DRAVRNG NO. JNH 12 19 2022 H 2188 SHEET OF SHEET >R Maplas, FL. 34110 SKETCH AND LEGAL P�ECT NO. Phone: (239) 254-2000 2021107 2 2 f Florida Certificate of BIG CYPRESS - LAKE 1 1 FILE NAFiE SEC-M_RGE' IL Autharizatlon No.1772 15-49-25 21107 LAID: Sk's.d" 7tW1`PPn FOADETC. Uf V 107 L 4T Sk'a HEXdrp 41.31 3 r.Mn PV Pkk- er• J05� t 5 Al 9 FOLIO #: 61941800007 CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 71.93' 55'07'14" 66.56' N 22'22'44" E 69.20' C2 348.41' 2"19'22*' 14.12' N 37'42'52" E 14.12' C3 5371.17' 0'36'29" 56.99' N 44'25'42" W 56.99' C4 547.78' 6'49'59" 65.29' N 28*03'10" W 65.33' C5 1799.28' 2'17'38" 1 72.03' N 29'11'27" W 72.03' C6 42.05' 43'54'18" 1 31.44' N 35'39'01" W 32.23' LINE BEARING DISTANCE L1 N 83'10'45" E 268.43' L2 N 11'24'07" W 19.38' S 86'24'15" E 92,96' N 29'13'16" E 12,00' N 16'20'57" E 38.49' N 01'18'09" W 24.43' 03-10'52" W 22.36' N 62'32'06" E 17.48' L9 5 87'45'19" E 18.52' L10 S 76'21' 1 1 " E 27.20' L11 S 89'23'34" W 35.03' L12 N 80'56'51 " W 31 ,62' LOT 10, BLOCK C, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2 PB 3, PC 104 N8 ' UNF a 1.01 (gA515 tiF� CypRE55 GOLF Atl9 CUIaINSRY CLUB ESTA 5 SECi10R 2 FS 3 PG r14 LOT 11, BLOCK C, BIG CYPRESS GOLF AND POINT OF COUNTRY CLUB ESTATES, COMMENCEMENT SECTION 2, SOUTHEAST CORNER OF LOT PB 3, PG 104 10, CLOCK C. SECRON 2 BiG CYPRESS GOLF AND COUNTRY CLUB MATES PB 3, FG 104 N Lb L9 L 10 UNPLATTED 20' 4U' GOLF COURSE r ❑ J (40') U7 D� U N ^11Q X LINE BEARING DISTANCE L13 N 13'57'38" W 25.01' L14 N 78'20'51 " E 9.19' L15 S 10'03'10" E 7.50' L16 N $0'47'02" E 29.98' L17 N 09'12'58" W 11.27' L15 N 50'01'17" E 49.99' L19 N 39'58'43" W 15.00' L20 S 50'01'17" W 41.06' L21 N 09' 12' 58" W 1.28' L22 5 80'47'02" W 30.42' L23 S 1 1' 17' 16" E 7.50' L24 S 8O'47'02" W 11.98' DRAWN BY: RATE: 950 Encore Way JNH 3 28 2p23 Naples, FL. 34110 SHEET SHEET Of SHE 1 2 ! Phone: (239) 254-2000 Florida Certificate of SEC-mN-RGF- RL E ON Authorization No.1772 15-49-25 - ns UNPLATTEO GOLF COURSE WETLAND--2 0 cl-� *NOT A' SURVFY* DRAWING No. SKETCH AND LEGAL z PROJEE CT NOD.. 194 2021107 RIG CYPRESS -- WETLAND-2 FILE o uµ'i� su'I WWA t.A19 H:1M7�202l W7`SMFMH 512; TU d.4KE Swl a Offw.erp I/j/= i!5&M PL droned 8y Jm"wian" LEGAL DESCRIPTION A PARCEL OF LANs] LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHEAST CORNER OF LOT 10, BLOCK C, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, AS RECORDED IN PLAT BOOK 3, PAGE 104 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN N83'10'45E FOR A DISTANCE OF 268.43 FEET TO THE POINT F BEGINNIN • THENCE RUN N11'24'07"W FOR A DISTANCE OF 19.38 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 71.93 FEET, THROUGH A CENTRAL ANGLE OF 55'07'14" AND BEING SUBTENDED BY A CHORD OF 66,56 FEET AT A BEARING OF N2222'44"E, FOR AN ARC LENGTH OF 69.20 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 348.41 FEET, THROUGH A CENTRAL ANGLE OF 02'19'22" AND BEING SUBTENDED BY A CHORD OF 14.12 FEET AT A BEARING OF N3T42'521, FOR AN ARC LENGTH OF 14.12 FEET; THENCE RUN S86'24'15"E FOR A DISTANCE OF 92.96 FEET; THENCE RUN N29'13'16"E FOR A DISTANCE OF 12.00 FEET; THENCE RUN N16'20'57"E FOR A DISTANCE OF 38.49 FEET; THENCE RUN N01'18'09"W FOR A DISTANCE OF 24.43 FEET; THENCE RUN NO3"10'52"w FOR A DISTANCE OF 22.36 FEET; THENCE RUN N62'32'06"E FOR A DISTANCE OF 17.48 FEET; THENCE RUN S8T45'19"E FOR A DISTANCE OF 18.82 FEET; THENCE RUN S76'21'11"E FOR A DISTANCE OF 27.20 FEET TO A POINT ON THE WEST LINE OF FOREST LAKES HOMES AS RECORDED IN PLAT BOOK 12, PAGES 41 THROUGH 46, AS RECORDED IN THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA, THENCE RUN SOO'25'31"E ALONG SAID WEST LINE FOR A DISTANCE OF 411.33 FEET; THENCE RUN S89'23'34"W LEAVING SAID WEST LINE FOR A DISTANCE OF 35.03 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 5371.17 FEET, THROUGH A CENTRAL ANGLE OF 00'36'29" AND BEING SUBTENDED BY A CHORD OF 56.99 FEET AT A BEARING OF N4425'42°W, FOR AN ARC LENGTH OF 56.99 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 547.78 FEET, THROUGH A CENTRAL ANGLE OF 06'49'59" AND BEING SUBTENDED BY A CHORD OF 65.29 FEET AT A BEARING OF N28'03'10"W, FOR AN ARC LENGTH OF 65.33 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 1799,28 FEET, THROUGH A CENTRAL ANGLE OF 02'17'38" AND BEING SUBTENDED BY A CHORD OF 72.03 FEET AT A BEARING OF N29'11'27"W, FOR AN ARC LENGTH OF 72.03 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 42.05 FEET, THROUGH A CENTRAL ANGLE OF 43'54'18" AND BEING SUBTENDED BY A CHORD OF 31,44 FEET AT A BEARING OF N35'39'01 "W, FOR AN ARC LENGTH OF 32.23 FEET; THENCE RUN N8956'51 "W FOR A DISTANCE OF 31.62 FEET; THENCE RUN N13'57'38"W FOR A DISTANCE OF 25.01 FEET; THENCE RUN N78'20'51 "E FOR A DISTANCE OF 9.19 FEET; THENCE RUN S10'03'10"E FOR A DISTANCE OF 7.50 FEET; THENCE RUN NBO'47'02"E FOR A DISTANCE OF 29.98 FEET; THENCE RUN NO9'12'58"W FOR A DISTANCE OF 11.27 FEET; THENCE RUN N50'01"7'E FOR A DISTANCE OF 49.99 FEET; THENCE RUN N39'58'43'w FOR A DISTANCE OF 15.00 FEET; THENCE RUN S50'01'17"W FOR A DISTANCE OF 41.06 FEET; THENCE RUN N09'12'58"W FOR A DISTANCE OF 1.28 FEET; THENCE RUN 580'47'02"W FOR A DISTANCE OF 30.42 FEET; THENCE RUN Sl1'17'16"E FOR A DISTANCE OF 7.50 FEET; THENCE RUN SBO'47'02'W FOR A DISTANCE OF 11.98 FEET, TO THE POINT OF BEGINNING. CONTAINING 48955.08 SQUARE FEET OR 1.12 ACRE, MORE OR LESS. BEARINGS REFER TO THE SOUTH BOUNDARY OF LOT 10, BLOCK C, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, AS BEING N83'36' 14"E. HOLE MONTES, INC: CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 eY DRAWN 6Y: JNH THOMAS M. MURPHY EC-TWN-RGE 15-49-25 s ZC� fb�se 71r.W'k y A� A ssre n M.- STATE EOFRi O A0.•LS5628 � OF FLORIDA 950 Encore Way Naples, FL 34110 Phone: (239) 254-2000 Florida Ceriifleate of Authorlxatlon No.1772 *NOT A SURVEY* SKETCH AND LEGAL B#G CYPRESS - WETLAND-2 N 2194 ME NAME 21107 WIE SWS k:wP8 =. ilQ715KFR1 sf 21107 wvRM_KfD_&6EVENTSA-y 218IM3 217.PD PW PMOd 6y: -aM@Q Norm LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 17, BLOCK I OF CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS RECORDED IN PLAT BOOK 3, PAGE 103; THENCE RUN S88'09'50"W FOR A DISTANCE OF 320.53 FEET TO THE POINT OF BEGINNING; THENCE RUN S27'01'32"W FOR A DISTANCE OF 45.78 FEET;. THENCE RUN S23'51'03"W FOR A DISTANCE OF 104.77 FEET; THENCE RUN 509'26'22"W FOR A DISTANCE OF 63.92 FEET; THENCE RUN S00'26'48"E FOR A DISTANCE OF 50.20 FEET; THENCE RUN N87'10'01"W FOR A DISTANCE OF 15.02 FEET; THENCE RUN NOO'26'48"W FOR A DISTANCE OF 50.64 FEET; THENCE RUN N09'26'22"E FOR A DISTANCE OF 67.11 FEET; THENCE RUN N23'51'03"E FOR A DISTANCE OF 107.09 FEET; THENCE RUN N27"01'32"E FOR A DISTANCE OF 44,69 FEET; THENCE RUN S68'42'57"E FOR A DISTANCE OF 15.08 FEET, TO THE POINT OF BEGINNING. CONTAINING 4006.51 SQUARE FEET OR 0.09 ACRE, MORE OR LESS. BEARINGS REFER TO THE WEST LOT LINE 17, BLOCK I OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN PLAT BOOK 3, PAGE 103, AS BEING NOO'18'02"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 :'1 THOMAS M. MURPHY LS5628 STATE OF FLORIDA bRAWN uf.- DATE: KED 12 2022 = 950 Encore Way Naples, FL. 34110 Phane, (239) 254-2000 SHEET OF SHEETMLQ 2 2 Flo,€da Cerf€f€Gate of SEC-T"-� Authorizotlon No.1772 ,,t't�■��PS �� z�MU'''•f, o STATE OF Ln -' bry *NOT A SURVEY* Drr�+nNc Na. SKETCH AND LEGAL DESCRIPTION PROfECT H0. zoz1.1D7 SOUTH LAKE 6 DRAINAGE EASEMENT �� ' 1; a1 9 r�12oz�lzuzrlwls+�t�trFsl2rrai LW MMAa fAS&WU;;S rrTdn e/261xM 3:05-B rw AOIRV 0.' ncc m LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE NORTHWEST CORNER OF LOT 1, BLOCK 'A' OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2 AS RECORDED IN PLAT BOOT{ 3, PAGE 104 IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S78'01'20"W FOR A DISTANCE OF 234.51 FEET TO THE POINT OF BEGINNING; THENCE RUN S11'40'58"W FOR A DISTANCE OF 63.19 FEET; THENCE RUN S03'46'58"W FOR A DISTANCE OF 93.62 FEET; THENCE RUN S03'57'25"E FOR A DISTANCE OF 153.90 FEET; THENCE RUN SOO'10'23"E FOR A DISTANCE OF 121.83 FEET; THENCE RUN S02'53'04"E FOR A DISTANCE OF 123.99 FEET; THENCE RUN S03'05'31 "E FOR A DISTANCE OF 4.97 FEET; THENCE RUN S06'41'08"W FOR A DISTANCE OF 3.61 FEET; THENCE RUN N77'16'44"E FOR A DISTANCE OF 132.72 FEET; THENCE RUN S77'50'43"E FOR A DISTANCE OF 89.69 FEET; THENCE RUN S25'48'58"W FOR A DISTANCE OF 15.44 FEET; THENCE RUN N77'50'43"W FOR A DISTANCE OF 82.73 FEET; THENCE RUN S77'16'44"W FOR A DISTANCE OF 142.98 FEET; THENCE RUN S7459'29"W FOR A DISTANCE OF 66.63 FEET; THENCE RUN S77'28'12"W FOR A DISTANCE OF 56.91 FEET; THENCE RUN S81'24'33"W FOR A DISTANCE OF 69.08 FEET; THENCE RUN N88'36'33"W FOR A DISTANCE OF 35.84 FEET; THENCE RUN NO3'46'08"W FOR A DISTANCE OF 15.06 FEET; THENCE RUN S8$'36'33"E FOR A DISTANCE OF 35.89 FEET; THENCE RUN N81'24'33"E FOR A DISTANCE OF 67.25 FEET; THENCE RUN N77'28'12"E FOR A DISTANCE OF 56.07 FEET; THENCE RUN N74'59'29"E FOR A DISTANCE OF 64.55 FEET; THENCE RUN N06'41'08"E FOR A DISTANCE OF 7.70 FEET; THENCE RUN NO3'05'31 "W FOR A DISTANCE OF 3.72 FEET; THENCE RUN NO2'53'04"W FOR A DISTANCE OF 124.37 FEET; THENCE RUN NCO* 10'23"W FOR A DISTANCE OF 121.62 FEET; THENCE RUN NO3'57'19"W FOR A DISTANCE OF 154.44 FEET; THENCE RUN NO3'47'23"E FOR A DISTANCE OF 95.85 FEET; THENCE RUN N 11'35'54"E FOR A DISTANCE OF 58.69 FEET; THENCE RUN N82'01'44"E FOR A DISTANCE OF 16.02 FEET, TO THE POINT OF BEGINNING. CONTAINING 15359.82 SQUARE FEET OR 0.35 ACRE, MORE OR LESS. BEARINGS REFER TO THE WEST LINE OF LOT 1, BLOCK 'A' OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, AS RECORDED IN PLAT BOOK 3, PAGE 104, AS BEING N27'06'17"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 m THOMAS M. MURPHY L55628 STATE OF FLORIDA M1r��O '�TI%lh ..•• • ��'"L c ss a''��^. o STATE OF a m %. FLORIDA ;•'�Qa�= •�i'rs�/J. •••'•. .•'•' S� ,,,'r'•r�� St, nu►nu►►o�,►'% *NOT A SURVEY* DRAWN 6Y: KEU y DATE: 4 26 2023 ..fr 950 Encore Way A Naples, FL 34110 SICETCIi AND LEGAL DESCRIPTION O. K k1 74 EPMECTH') SHEET OF SHEET r Phone. (239) 254-2000 2021.107 2 2 i Florida Certificate of SOUTH LAKE 7 DRAINAGE EASEMENT ME NAME SEC-TWN-RGE 15-49-25 HOLE 0 Authorization No.1772 _ .:_ .--_-. n1pIlTNMffffmft* 16A19 H.\20711TU71107�SHETPkS,P1107 WOR1LKEMASMNTS. Og 2161202J 2.47.20 PM PA V,4 cX Josep IOM FOLIO #: 61941800007 LOT 9 EXISTING 10' EASEMENT CI: 15' 30, 1 " = 30' LAKE 7 4 I f I I I k-6 1�1 15, LOT 8 BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, PB. 3, PG 104 POINT OF BEGINNING POINT OF COMMENCEMENT SW CORNER, LOT 8, BLOCK 'A' BIG CYPRESS GOLF & COUNTRY CLUB ESTATES, a SECTION 2, PB. 3, PC. 104 r° LINE BEARING DISTANCE L1 N 19'39'37" W 34.05' L2 S 57'17'04" W 84.30' L3 N 32'43'06" W 15.00' L4 N 57' 15'02" E 72.14' L5 N 19'25'22" W 59.49' L6 N 72'02'52" E 15.02' L7 S 19'38'51 " E 70,95' LOT 7 *NOT A SURVLY* DRAWN Q 2 2022 ■IE 950 Encore Way --Lr Naples. FL. 34110 Phone. (239) 254-2000 SKETCH AND LEGAL DESCRIPTION O. DRAWING 1 73 cr NO SHEEP OF SHEET PRO! 2021.t07 ' 2 Florida Certificate of NORTH LAKE 7 DRAINAGE EASEMENT E1LE NkML SEC-TWN-RGE 15-49-25 }{ oNT Authorization No.i772 �� t 6 A19 N-\202l\Ml 107VKtXK5\2T 107 MgInLKERFA5L�"ufMiS. d.q 21812M Z.47.20 Pu PJvlrnl ny: rQwPNkml LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF LOT 8, BLOCK 'A' OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2 AS RECORDED IN PLAT BOOK 3, PAGE 104 IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N19'39'37"W FOR A DISTANCE OF 34.05 FEET ALONG THE WEST LINE OF SAID LOT 8, TO THE POINT OF BEGINNING THENCE RUN S57'17'04"W FOR A DISTANCE OF 84.30 FEET; THENCE RUN N32'43'06"W FOR A DISTANCE OF 15.00 FEET; THENCE RUN N57'15'02"E FOR A DISTANCE OF 72.14 FEET; THENCE RUN N19'25'22"W FOR A DISTANCE OF 59.49 FEET; THENCE RUN N72'02'52"E FOR A DISTANCE OF 15.02 FEET TO A POINT ON THE WEST LINE OF SAID BLOCK 'A', LOT 8 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES; THENCE RUN S19'38'51 "E FOR A DISTANCE OF 70.95 FEET, TO THE POINT OF BEGINNING. CONTAINING 2162.82 SQUARE FEET OR 0.05 ACRE, MORE OR LESS. BEARINGS REFER TO THE WEST LINE OF LOT 8, BLOCK 'A', BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, AS RECORDED IN PLAT BOOK 3, PAGE 104, AS BEING N19'39'37"W. BEARINGS ALSO REFER TO FLORIDA STATE PLANE EAST, HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 16 THOMAS M. MURPHY LS5628 STATE OF FLORIDA DRAWN Ot DATE-- _j_ 950 Encore Way KEO 12 2022 ff Nopies. FL. 34110 SHEET of SHEET phone: (239) 254-2000 2 2 Florida Certificate of SEC-TWN-RCE- HOLE O RT Authorization No.1772 15-49-25 = 5628 oSTATE OF m • FLCJRI�A = �Qa�' rr`rr•��S rvejQlC§"o,,� *NOT A SURVEY* SKETCH AND LEGAL. DESCRIPTION ��„" 2021.107 NORTH LAKE 7 DRAINAGE EASEMENT FILE NAME Mix situ �bA19 Po.�202A=2 IOnWEFCH9A2r107 WORKkE0-WEUEIl15.d.g z/VM3 2.•4710 Au Pkged by. JOR-AbHMM LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 10, BLOCK 'C' OF BIG CYPRESS GOLF & COUNTRY CLUB ESTATES, SECTION 2, PLAT BOOK 3, PAGE 104 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N06'59'42"W ALONG THE EAST LINE OF SAID BLOCK 'C' FOR A DISTANCE OF 93.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG THE EAST LINE OF SAID BLOCK 'C' N46'59'42"W FOR A DISTANCE OF 15.00 FEET; THENCE RUN N83'00'18"E FOR A DISTANCE OF 5.83 FEET; THENCE RUN S65'59'55"E FOR A DISTANCE OF 124.83 FEET; THENCE RUN S20'23'04"W FOR A DISTANCE OF 15.03 FEET; THENCE RUN N65'59'55"W FOR A DISTANCE OF 121.61 FEET; THENCE RUN S83'00'18"W FOR A DISTANCE OF 1.67 FEET, TO THE POINT OF BEGINNING. CONTAINING 1904.55 SQUARE FEET OR 0.04 ACRE, MORE OR LESS. BEARINGS REFER TO EAST LINE OF LOT 10, BLOCK 'C' OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2 AS RECORDED IN PLAT BOOK 3, PAGE 104, AS BEING N06'59'42"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 m THOMAS M. MURPHY 1 6Y: oATE: KEo 122022 OF SHEET 2 2 SEC-TN-RGE: kWEO 15-49-25 = LS5628 STATE OF FLORIDA 950 Encore Way A Naples. FL. 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 ` y'o"urun1l a rul+ypy,�,,f,,� P5 m' h1{� 5528 = d STATE OF a x m� '.• FLORIDA *NOT A SURVEY* oDvflHG Ro- SKETCH AND LEGAL. DESCRIPTION "M2198 WEST LAKE 8 DRAINAGE EASEMENT Fiff MM Sir m" A19 N: j202 i j202 i 107` WE7LWEAR; 107 NC'RfLkfA_FdiEAffl+l5. drg 2/812023 1:57.33 Rif PROW by. J0.pW mr LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 12, BLOCK III OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT BOOK 3, PACE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N23'47'32"E ALONG THE EAST LINE OF SAID BLOC{ [II FOR A DISTANCE OF 56.25 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE ALONG SAID BLOCK [I[ N23'47'32"E FOR A DISTANCE OF 17.43 FEET; THENCE RUN N83'19'00"E FOR A DISTANCE OF 68.39 FEET; THENCE RUN S75'46'30"E FOR A DISTANCE OF 59.71 FEET; THENCE RUN S20'01'36"W FOR A DISTANCE OF 15.08 FEET; THENCE RUN N75'46'30"W FOR A DISTANCE OF 55.56 FEET; THENCE RUN S83'15'36"W FOR A DISTANCE OF 74.34 FEET, TO THE POINT OF BEGINNING, CONTAINING 1933.96 SQUARE FEET OR 0.04 ACRE, MORE OR LESS. BEARINGS REFER TO EAST LINE OF LOT 12, BLOCK III OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN PLAT BOOK 3, PAGE 103, AS BEING S23'47'32"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 THOMAS M. MURPHY DRAWN ft. DATE: KEO I U 1 1 2 M"LE MOIVTI SEC-7WN-RG>r 15-49-25 =,_ . _ - LS562B STATE OF FLORIDA 95❑ Encore Way Naples. FL. 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 e�V'�'�f�ii'AVVY�-111+�� 5628 �• � aSTATE OF '•��''`a,°7 Survey❑� • °,a�``,+~+• �1Il111"11111Nii�y141 *NOT A SURVEY* DRAWING NO. SKETCH AND LEGAL DESCRIPTION WEST LAKE 9 DRAINAGE EASEMENT FILE NAME two" I b A19 w1ao2��so2irons�mc+cs♦z�io� waax_xM_&ERHr5.d.q 2181=3 k57,M PN VbHed try: J-s*Uum, FOLIO #: 61941800007 LOT 2 LOT 1 BLOCK III BIG CYPRESS GOLF & COUNTRY CLUB ESTATES, PB. 3, PG. 103. s�0'r 57 4 7 POINT OF COMMENCEMENT SE CORNER, LOT 1, BLOCK III BIG CYPRESS GOLF & COUNTRY CLUB ESTATES, PB. 3, PG. 103 43 LEGAL DESCRIPTION: WETLAND-1 POINT OF BEGINNING 47 LAKE 11 N IAKE 10 ❑ 5' 1 C I 1" = 1-c LINE BEARING DISTANCE L1 S 66'52'35" E 13.21' L2 S 23'07'25" W 14.73' L3 N 68'44'34" W 13.40' L4 N 23'49'05" E 15-17' A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS_ COMMENCE AT THE SOUTHEAST CORNER OF LOT 1, BLOCK III OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S70'14'06"E FOR A DISTANCE OF 777.61 FEET TO THE POINT OF BEGINNING; THENCE RUN S66'52'35"E FOR A DISTANCE OF 13.21 FEET; THENCE RUN S23'07'25"W FOR A DISTANCE OF 14.73 FEET; THENCE RUN N68'44'34"W FOR A DISTANCE OF 13.40 FEET; THENCE RUN N23'49'05"E FOR A DISTANCE OF 15.17 FEET, TO THE POINT OF BEGINNING. CONTAINING 198.91 SQUARE FEET, MORE OR LESS. BEARINGS REFER TO SOUTH LINE OF LOT 1, BLOCK III OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN PLAT BOOK 3, PAGE 103, AS BEING S74-45'48"W. HOLE MONTES, INC. M. MU��''r•,y CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 ,.+`�''.- s♦`♦ D�=' ...... �� '■ �Z ie�s V 5628 - - d STATE OF a ••• FLORIDA ,•'��`' ■�� 4PJ•• .. .•• �S rf■�'�Q��1•SUfYB BY LS5628 pt �hrrriun�iy THOMAS M. MURPHY STATE OF FLORIDA u�n�� *NOT A SURVEY* ow1wH BY: KEO 1220zz 950 Encore way No pie a, FL. 34110 SKETCH AND LEGAL DESCRIPTION 0liAWfNG NO. — SHEET OF SHEET 1A Phone. (239) 254-2000 PROJECT NO,2190 2021.107 t Florida Certificate of SOUTH LAKE 10 DRAINAGE EASEMENT 11 NMIEE sic Trrr+1 Rce 15-49--25 HALE - Authorization No.1772 t b A j 9 H!�202 A_w f I0AsxDrl Es\z r;D7 wr A%f0'v;E &05fCN15 Rl,rl y 5/V/ZG2J 1 r: 1146 Au MC11 Q *, Jmoflmm LEGAL DESCRIPTION: FOLIO #: 61941866007 A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 1, BLOCK IH OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S69'39'32"E FOR A DISTANCE OF 554.57 FEET TO THE POINT OF BEGINNING; THENCE RUN S77'29'50"E FOR A DISTANCE OF 15.17 FEET; THENCE RUN S03'55'47"W FOR A DISTANCE OF 18.09 FEET, TO THE BEGINNING OF A NON —TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 156.09 FEET, THROUGH A CENTRAL ANGLE OF 02'45'42" AND BEING SUBTENDED BY A CHORD OF 7.52 FEET AT A BEARING OF N81'37'31 "W, FOR AN ARC LENGTH OF 7.52 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 41.36 FEET, THROUGH A CENTRAL ANGLE OF 10'25'08" AND BEING SUBTENDED BY A CHORD OF 7.51 FEET AT A BEARING OF N89'03'28"W, FOR AN ARC LENGTH OF 7.52 FEET; THENCE RUN NO3'55'47"E FOR A DISTANCE OF 20.16 FEET, TO THE POINT OF BEGINNING. CONTAINING 282.10 SQUARE FEET, MORE OR LESS. BEARINGS REFER TO SOUTH LINE OF LOT 1, BLOCK III OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN PLAT BOOK 3, PAGE 103, AS BEING S74-45'48"W, HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY THOMAS M. MURPHY L55628 STATE OF FLORIDA M 5625 b� o STATE OF ;' a FLORIDA = �❑Q r, S a *NOT A SURVEY* DRAWN M �� 950 Encore Way UKAWLNU NU. KEO JNH 4 zs 2023 Naples, FL. 34114 SKETCH AND LEGAL DESCRIPTION H-21sa SHEEP OF SHEET ti Phone: (239) 254-2000 PROJECT NO. 2421.107 t t Florida Certificate of SOUTH LAKE 10 DRAINAGE EASEMENT B FILE NAME HALE Authorization No.1772 MiRuarr MM" 15-49-25 -- 1 A�9 L 6A19 H j202i �2 2; 107`SKEXHES�2i W7 1ffX—KED—&kffE EMS.&& 4,WV2J 1:57X PN Pktted ty: AmphH� LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF LOT 1, BLOCK III BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. THE SAME BEING A POINT ON A CURVE; THENCE RUN ALONG SAID CURVE TO THE RIGHT; HAVING A RADIUS OF 279.48 FEET, THROUGH A CENTRAL ANGLE OF 12'57'40" AND BEING SUBTENDED BY A CHORD OF 63.09 FEET AT A BEARING OF S26'36'55"W, FOR AN ARC LENGTH OF 63.22 FEET; TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 153.45 FEET, THROUGH A CENTRAL ANGLE OF 17'17'25" AND BEING SUBTENDED BY A CHORD OF 46.13 FEET AT A BEARING OF S41'44'27"W, FOR AN ARC LENGTH OF 46.31 FEET TO THE POINT OF BEGINNING; THENCE RUN S41'53'00"E FOR A DISTANCE OF 39.52 FEET; THENCE RUN S87'09'020E FOR A DISTANCE OF 147.71 FEET; THENCE RUN N75'38'32"E FOR A DISTANCE OF 178,90 FEET; THENCE RUN S2538'43"E FOR A DISTANCE OF 15.30 FEET; THENCE RUN S75'38'32"W FOR A DISTANCE OF 184.16 FEET; THENCE RUN N87'09'07"W FOR A DISTANCE OF 156.23 FEET; THENCE RUN N41'53'00"W FOR A DISTANCE OF 46.63 FEET; THENCE RUN N51'23'23"E FOR A DISTANCE OF 15.02 FEET, TO THE POINT OF BEGINNING. CONTAINING 5648.68 SQUARE FEET OR 0.13 ACRE, MORE OR LESS. BEARINGS REFER TO SOUTH LINE OF LOT 1, BLOCK 1i1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN PLAT BOOK 3, PAGE 103, AS BEING S74'45'48"W. HOLE MONIES, INC. •,a••�pS M CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 5628 P STATE OF a s FLORIDA ?�o� S. BY L55528 THOMAS M. MURPHY STATE OF FLORIDA *NOT A SURVEY* DRAWN BY. DATE KE0 12 242s— 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 SKETCH AND LEGAL DESCRIPTION DRAWING NO. H-2187 SHEEP OF SHEET PROJECT Florida Certlflcoie of WEST WETLAND i DRAINAGE EASEMENT 21H4.107 SEC-TWN-ROE FILE NAME 15_49_ HCJLE . dN Aufhorlxailon Na.1772 1�A19 Agreement Exhibit ❑ PROJECT: 60102 — Upper Gordon River Channel Improvements PARCEL NO: 88888-177TCE1 FOLIO NO: 61941800007 TEMPORARY CONSTRUCTION EASEMENT THIS TEMPORARY CONSTRUCTION EASEMENT, is made and entered into this day of , 2023, by THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation, whose mailing address is 185 Burning Tree Drive, Naples, FL 34105-6308 (hereinafter referred to as "Grantor"), to COLLIER COUNTY, a polftical subdivision of the State of Florida, whose mailing address is 3299 Tamiami Trail East, c/o the Office of the County Attorney, Suite 800, Naples, Florida 34112 (hereinafter referred to as "Grantee"). (Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and their respective heirs, legal representatives, successors, and assigns. Grantor and Grantee are used for singular or plural, as the context requires.) WITNESSETH- That the Grantor, for and in consideration of Ten Dollars ($10.00) and other valuable consideration paid by the Grantee, receipt and sufficiency of which is hereby acknowledged, hereby conveys, grants, bargains and sells to the Grantee, a Temporary Construction Easement to enter upon the lands described as follows: SEE ATTACHED EXHIBIT "A" which is incorporated herein by reference, for the purpose of constructing drainage facilities within the drainage easements immediately adjacent thereto. The term of this Temporary Construction Easement shall commence upon the issuance of Grantee's official Notice to Proceed to its contractor for the construction of Upper Gordon River Channel Improvements Project No. 60102.11 and shall automatically terminate three (3) years therefrom. Upon completion of the construction of improvements within the drainage easements immediately adjacent to the Temporary Construction Easement, Grantee shall restore the surface of the Temporary Construction Easement area to its pre-existing condition. WITNESSES GRANTOR: THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation By: (Signature) DAVID REIF. President (Print blame) (Signature) (Print Name) The foregoing Temporary Construction Easement was acknowledged before me by means of ❑ physical presence or ❑ online notarization this day of , 2023, by OAVID REIF as President of THE COUNTRY CLUB OF NAPLES, INC_, a Florida not for profit corporation, on behalf of the company, who: is personally known to me OR produced identity. (affix notarial sea]) (Signature of Notary Public) (Print Name of Notary Public) as proof of Serial ! Commission # (if any); My Commission Expires: Approved as to form and legality: DEREK P. PERRY, ESQ. Assistant County Attorney Lasi Revised: 10/15/10 2 1A�9 1 6A19 hhj2421j2v21m71,5XfiC!>'FSi21107 6CWANRr fASIiS SM.hdy 7/9/102,] 2d7.Jd PY Rothd by. doesphHcm, LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHEASTERLY CORNER OF ROAD RIGHT—OF—WAY OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PLAT BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA, THENCE RUN ALONG SAID RIGHT—OF—WAY NO3'06'05"E FOR A DISTANCE OF 183.36 FEET; THENCE RUN LEAVING SAID RIGHT—OF—WAY N86.42'06"E FOR A DISTANCE OF 1296.70 FEET; TO THE: POINT OF INNING; THENCE RUN NO3'00'06"W FOR A DISTANCE OF 205.27 FEET; THENCE RUN N86'59'54"E FOR A DISTANCE OF 6.00 FEET; THENCE RUN 503'00'06"E FOR A DISTANCE OF 205.27 FEET; THENCE RUN S86'59'54"W FOR A DISTANCE OF 6.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1231,64 SQUARE FEET OR 0.03 ACRE, MORE OR LESS. BEARINGS REFER SOUTH LINE OF SECTION 15 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT BOOK 3, PAGE 103, AS BEING 489'18'351 HOLE MONTES, INC. M• M{, CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 9t tip' :�° n•.....�p�y� r�xg 5 �' STATE OF �r � LORIOA � i BY LS5625 0 5wvey�� THOMAS M. MURPHY STATE OF FLORIDA *NOT A SURVEY* DRAWN BY. �� 950 Encore Way DRAWING N0. JNH t2 2z 2022 Naples, FL. 34110 SKETCH AND LEGAL H 2204 SHEET OF SHEEP PROJECT NO. 2 2 Phone: (239) 254-2000 2021107 Florido Certificate of ME NAME SEC-TwN—ROE H _onJT-, " Authorization No.1772 8iG CYPRESS —EAST T.C.E. 15-49-25 = 16 A19 N:�21727,?OTri07�51iEfCHE'S�21i�� LWI OR MgE E+15E6 KM W.Mn 5/21021 rI:XAV AM RPrled W. 0_'WFfdrm LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 1, BLOCK III BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN S53'42'17"W FOR A DISTANCE OF 217.33 FEET TO THE POINT OF BEGINNING; THENCE RUN S41'53'00"E FOR A DISTANCE OF 46.63 FEET; THENCE RUN S87'09'02"E FOR A DISTANCE OF 156.23 FEET; THENCE RUN N75'38'32"E FOR A DISTANCE OF 196.64 FEET; THENCE RUN S77'29'50"E FOR A DISTANCE OF 325.20 FEET; THENCE RUN S03'55'47"W FOR A DISTANCE OF 20.16 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 35.63 FEET, THROUGH A CENTRAL ANGLE OF 23'42'35" AND BEING SUBTENDED BY A CHORD OF 14.64 FEET AT A BEARING OF S73'03'02"W, FOR AN ARC LENGTH OF 14.74 FEET; THENCE RUN S46' 16'24"W FOR A DISTANCE OF 3.50 FEET; THENCE RUN N77'29'50"W FOR A DISTANCE OF 306.43 FEET; THENCE RUN 575'38'32"W FOR A DISTANCE OF 193.91 FEET; THENCE RUN N87*09'02"W FOR A DISTANCE OF 173.28 FEET; THENCE RUN N41'53'00"W FOR A DISTANCE OF 60.91 FEET; THENCE RUN N51'30'02"E FOR A DISTANCE OF 30.05 FEET, TO THE POINT OF BEGINNING. CONTAINING 22038.50 SQUARE FEET OR 0.51 ACRE, MORE OR LESS. BEARINGS REFER TO EAST LINE OF LOT 1, BLOCK III OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN PLAT BOOK 3, PAGE 103, AS BEING S42'19'0'W HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 Q�se NUfi '•. ,.-``'ZD; 5628 - o STATE OF a �s '.• FLORIDA '' '.. •.......•= a BY LS5628 THOMAS M. MURPHY STATE OF FLORIDA *NOT A SURVEY* DRAWN Ef: DATE: NEDJNH 4 26 2a23 950 Encore Way Naples. FL. 34110 SKETCH AND LEGAL DESCRIPTION DRAWING ND. SHEET f OF SHEET r Phone: (239) 254-2000 MECT NO, 2021.107 2 2 Florida Certlflaate of WEST WETLAND 1 DRAINAGE EASEMENT FiIE NAME SEC-TWN-RGE L DNl Authorlxatfon No.1772 t1111L1¢ONI�R 16 15-49-25 - ...- - Agreement Exhibit E t 6�� PROJECT: 60102.7 — Solana Road Stormwater Improvements PARCEL NO: 88888-177TCE2 FOLIO NO: 61941800007 TEMPORARY CONSTRUCTION EASEMENT THIS TEMPORARY CONSTRUCTION EASEMENT, is made and entered into this day of , 20, by THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation, whose mailing address is 185 Burning Tree Drive, Naples, FL 34105-6308, (hereinafter referred to as "Grantor"), to COLLIER COUNTY, a political subdivision of the State of Florida, whose mailing address is 3299 Tamiami Trail East, c/o the Office of the County Attorney, Suite 800, Naples, Florida 34112 (hereinafter referred to as "Grantee"). (Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and their respective heirs, legal representatives, successors, and assigns. Grantor and Grantee are used for singular or plural, as the context requires.) W I T N E S S E T H- That the Grantor, for and in consideration of Ten Dollars ($10.00) and other valuable consideration paid by the Grantee, receipt and sufficiency of which is hereby acknowledged, hereby conveys, grants, bargains and sells to the Grantee, a "temporary Construction Easement to enter upon the lands described as follows: SEE ATTACHED EXHIBIT "A" which is incorporated herein by reference, for the purpose of constructing drainage facilities within the public right-of-way immediately adjacent thereto. The term of this Temporary Construction Easement shall commence upon the issuance of Grantee's official Notice to Proceed to its contractor for the construction of Solana Road Stormwater Improvements Project No. 60102.7, and shall automatically terminate two (2) years therefrom. Upon completion of the construction of improvements within the drainage easements immediately adjacent to the Temporary Construction Easement, Grantee shall restore the surface of the "temporary Construction Easement area to its pre-existing condition. WITNESSES: GRANTOR: THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation By_ (Signature) DAVID REIF, President (Print Name) (Signature) (Print Name) 16 A19 The foregoing Temporary Construction Easement was acknowledged before me by means of ❑ physical presence or ❑ online notarization this day of , 2023, by DAVID REIF as President of THE COUNTRY CLUB OF NAPLES,'NC., a Florida not for profit corporation, on behalf of the company, who, is personally known to me OR produced identity. {affix notarial sea[) (Signature of Notary Public) (Print Name of Notary Public) as proof of Serial 1 Commission # (if any): My Commission Expires: Approved as to form and legality: DEREK P. PERRY, ESQ. Assistant County Attorney Last Revised: 1 W1511 a 2 rTIM +kWrWf IM90-5127 Po7 6pNKMRr mmms uce PE11.d" J/ae/2Q2a za:x Pw scare br. .bwgh4orm 16A19 A FL�.a11X11r2_1gP, A PARCEL OF LAND LOCATED IN SECTION 15. TOWNSHIP 49 SOUTH, RANGE 25 EAST, COWER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHEASTERLY CORNER OF BURNING TREE DRIVE A 60' WIDE RIGHT-OF-WAY OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PLAT BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA. THENCE RUN NO3'05'05"E FOR A DISTANCE OF 22.16 FEET; TO THE P01INT O INNI . THENCE CONTINUE NO3'06'05'E FOR A DISTANCE OF 10.02 FEET; THENCE RUN N89'18'35"E FOR A DISTANCE OF 33139 FEET; THENCE RUN NOD'41'25"W FOR A DISTANCE OF 2.00 FEET; THENCE RUN N89'18'35'E FOR A DISTANCE OF 354.10 FEET; THEI+iCE RUN SOO'41'25"E FOR A DISTANCE OF 10.00 FEET; THENCE RUN S89' 18'35W FOR A DISTANCE OF 344.10 FEET; THENCE RUN SGD'41'25'E FOR A DISTANCE OF 2.00 FEET; THENCE RUN 589' 18'35"W FOR A DISTANCE OF 342.55 FEET, TO THE POINT OF BEGINNING, CONTAINING 6863.19 SQUARE FEET OR 0.16 ACRE, MORE OR LESS. BEARINGS REFER EAST R-O-W LINE OF BURNING TREE DRIVE A 60' WIDE RIGHT-OF-WAY OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PLAT BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AS BEING NO3'06'05'E, HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER 1-8 1772 BY DRAWN BY-- JNH THOMAS M. MURPHY OF 15-49-25 T�'s to Af(�, ,Zd� epee ry'��,�rA'$- a l STATE pF f c� FLORIDA j LS5628 SnveY STATE OF FLORIDA *NUT A SURVEY* 950 Encore Way Naples, FL..4110 Phone: (239) 254 SKETCH AND LEGAL —2000 Florida Certitica#e or BIG CYPRESS - SOUTH T.C.E. #2 Authorization No.1772 H FIE NAME t E AEI 6 1r', Agreement Exhibit F f 6 A i PROJECT; 60102 — Upper Gordon River Channel Improvements PARCEL NO: 88888-177RCE FOLIO NO: 61941800007 LICENSE AND RIGHT OF ENTRY KNOW ALL MEN BY THESE PRESENTS that THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation, whose mailing address is 185 Burning Tree Drive, Naples, FL 34105-6308 (hereinafter referred to as "Licensor'), for and in consideration of Ten Dollars ($10.00) and other valuable consideration to it in hand paid, does hereby grant unto COLLIER COUNTY, a political subdivision of the State of Florida, its agents, contractors or assigns. whose mailing address is 3299 Tamiami Trail East, c/o the Office of the County Attorney, Suite 800, Naples, Florida 34112, (hereinafter known as "Licensee"), the license and right to enter upon the existing golf cart paths on the lands of the Licensor. as set forth on attached Exhibit "A" which is incorporated herein by reference, for the express purpose of gaining access to and maintaining the northern golf course pump station to be constructed upon Licensors lands. ENTRY ONTO LICENSOR'S LANDS by Licensee. shall constitute acceptance of this License and Right of Entry, and is conditioned upon the reasonable exercise thereof by Licensee. Licensee agrees not to unreasonably interfere with Licensor's use of the lands described above. Licensee's right of entry onto Licensor's lands is contingent upon no other provisions, conditions, or premises other than those s❑ stated above; and there are no other prior or contemporaneous written or oral agreements, undertakings, promises. warranties, or covenants not contained herein. IN WITNESS WHEREOF, the Licensor has caused these presents to be executed in its name this day of , 2023. and does hereby affirm that the individual executing same has the authority to act on behalf of the Licensor, and does intend that the Licensee rely on such authority. WITNESSES: THE COUNTRY CLUB OF NAPLE5, INC., a Florida not for profit corporation By. (Signature) DAVID REIF, President (Print Name) (Signature) (Print Name) NOTARY BLOCKAPPEARS ON THE FOLLOWING PAGE I6A19 The foregoing License and Right of Entry was acknowledged before me by means of ❑ physical presence or ❑ online notarization this day of 2023, by DAVIQ REIF as President of THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation, on behalf of the company, who: is personally known to me OR produced as proof of identity. (affix notarial seal) (Signature of Notary Public) (Print Name of Notary Public) Serial 1 Commission # (if any): My Commission Expires: Approved as to form and legality ❑EREK P. PERRY. ESQ. Assistant County Attorney c�u...�vurrr.t l�onmmV.�lir�nN�.wn_ryre�:leoperH_E�„ � res r w 1a =3 - 7:32, Ah r y "18 BIG CYPRESS GOLF &ND COUNTRY CLUB RIGHT OF ENTRY . e M f. h�5 d COUNTRY CLUB OF WtPIES ,R "tt Fon uyw�, n. 338t8 O°¢ STORMWATER IMPROVEMENTS MALNTENANCE . F i++orr:lzae}ge�+zoa a cGumAcomrrYLio»A ROUTE EXHIBIT ®��, HOLEMONT�s tiusoaanonFkm �Hai7n +'^"