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Agenda 05/09/2023 Item #16A19 (Purchase of permanent and temporary easements for construction of stormwater management for Big Cypress Golf and Country Club)05/09/2023 EXECUTIVE SUMMARY Recommendation to approve an agreement for the purchase of permanent and temporary easements (composite Parcels 177DE and 177DAE, Parcel 177TCE1, Parcel 177TCE2, and Parcel 177ROE) required for the construction of stormwater management improvements for the Big Cypress Golf and Country Club Estates/Country Club of Naples Areas Project, the Upper Gordon River Channel Improvements Project, and the Solana Road Stormwater Improvements Project, and authorize the Board to delegate authority to the County Manager to approve and execute a Work Order in an amount not to exceed $850,000 to expedite construction activity, subject to being ratified by the Board at its next regular meeting. Estimated Fiscal Impact: $878,500. (Project No. 60102) OBJECTIVE: To purchase easements needed for the construction of the Big Cypress Golf and Country Club Estates/Country Club of Naples Areas Project, the Upper Gordon River Channel Improvements Project, and the Solana Road Stormwater Improvements Project (collectively, "the Projects"), and for the Board to delegate authority to the County Manager to approve and execute a Work Order in an amount not to exceed $850,000 in order to expedite installation of stormwater drainage pipe and construction of a pump station to coincide with golf course closure. CONSIDERATIONS: Collier County is seeking to purchase 1) a perpetual, non-exclusive Drainage Easement with responsibility for maintenance ("Parcel 177DE"); 2) a perpetual, non-exclusive Drainage and Access Easement with the right, but without the responsibility for maintenance ("Parcel 177DAE"); and 3) Temporary Construction Easements ("Parcels 177TCE1 and 177TCE2") (collectively referred to as "the Easements") from the Country Club of Naples, Inc. ("CCN"). Parcels 177DE and 177DEA are comprised of multiple segments. The Easements are needed for the construction of stormwater improvements for the Projects. The attached Easement Agreement (the "Agreement") is the result of protracted negotiations with CCN and provides for the following: a) a purchase price of $25,000; b) a construction timeline in consideration of the golf course closure; c) restoration work to be undertaken by the County if construction timelines are not met; d) installation of landscaping by the County as part of the Projects; e) maintenance by CCN of the "Shared System" as defined in and depicted in Exhibit A to the Agreement with the County having the right, but not the responsibility for maintenance; and f) the grant of a Right of Entry providing access to the pump stations. As referenced in the Agreement, construction activities include the installation of stormwater drainage pipe and the construction of a pump station and are to be synchronized with the golf course closure. Timelines for construction activities are compressed as a result. This not only minimizes impact to golf course operations but also avoids the time and expense of acquiring the easements through condemnation, which would include significant business damages and restoration work. CCN has agreed to allow the County to purchase the easements for $25,000, which is well below market value. Staff is procuring construction services utilizing agreement # 20-7800 Underground Contractor Services, which authorizes staff to obtain quotes from a pool of contractors and open a purchase order up to $500,000 without Board approval. However, the installation of stormwater drainage pipe and construction of a pump station for the Projects is expected to be in excess of $500,000 and is estimated to cost $850,000. In order to meet the Agreement deadlines and prevent additional restoration costs, staff is requesting that the Board delegate authority to the County Manager to approve and execute a Work Order in an amount not to exceed $850,000 to the successful bidder resulting from quotes obtained under agreement # 20-7800, subject to being ratified by the Board at its next regular meeting. Staff will also obtain payment and performance bonds, as required in the agreement. FISCAL IMPACT: Funds in the amount of $28,500 are required to cover the purchase price of $25,000 and recording and closing costs estimated at $3,500. Additionally, funding in an amount not to exceed $850,000 is required to expedite construction activity. Authorization of budget amendments to appropriate funding are included on a companion item on the May 9, 2023 Board meeting agenda. The source of funding is Stormwater Bond Fund (327). Packet Pg. 532 05/09/2023 LEGAL CONSIDERATIONS: This item has been approved as to form and legality and requires a majority vote for Board approval. -SAA GROWTH MANAGEMENT IMPACT: This Project is in accordance with the goals, objectives, and policies of all applicable sections of the Stormwater Management Sub -element and the Conservation and Coastal Management Element of the Growth Management Plan. RECOMMENDATION: That the Board: 1. Approve the attached Easement Agreement and authorize the Chairman to execute same on behalf of the Board; 2. Accept the conveyance of Parcels 177DE, 177DAE, 177TCE1, 177TCE2, and 177ROE and authorize the County Manager, or her designee, to record the conveyance instruments in the public records of Collier County, Florida; 3. Authorize the payment of all costs and expenses that Collier County is required to pay under the terms of the purchase agreement to close the transaction; and 4. Authorize the Board to delegate authority to the County Manager to approve and execute a Work Order in an amount not to exceed $850,000 under agreement # 20-7800, Underground Contractor Services, to expedite construction activity, subject to being ratified by the Board at its next regular meeting. Prepared By: Beth Johnssen, Director, Capital Project Planning, Impact Fees, and Program Management Division ATTACHMENT(S) 1. Executed Easement Agreement (no exhibits) (PDF) 2. Exhibit A (PDF) 3. Exhibit B - Drainage Easement w Maintenance - CCN (PDF) 4. Exhibit C - Drainage Easement wo Maintenance - CCN (PDF) 5. Exhibit D - Temporary Construction Easement - CCN (PDF) 6. Exhibit E - Temporary Construction Easement - CCN (PDF) 7. Exhibit F - Right of Entry - CCN (PDF) Packet Pg. 533 16.A.19 05/09/2023 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.19 Doc ID: 25416 Item Summary: Recommendation to approve an agreement for the purchase of permanent and temporary easements (composite Parcels 177DE and 177DAE, Parcel 177TCE1, Parcel 177TCE2, and Parcel 177ROE) required for the construction of stormwater management improvements for the Big Cypress Golf and Country Club Estates/Country Club of Naples Areas Project, the Upper Gordon River Channel Improvements Project, and the Solana Road Stormwater Improvements Project, and authorize the Board to delegate authority to the County Manager to approve and execute a Work Order in an amount not to exceed $850,000 to expedite construction activity, subject to being ratified by the Board at its next regular meeting. Estimated Fiscal Impact: $878,500. (Project No. 60102) Meeting Date: 05/09/2023 Prepared by: Title: — Capital Project Planning, Impact Fees, and Program Management Name: Farron Bevard 05/02/2023 2:15 PM Submitted by: Title: Division Director - Capital Proi Plan, Impact Fees — Capital Project Planning, Impact Fees, and Program Management Name: Beth Johnssen 05/02/2023 2:15 PM Approved By: Review: Procurement Services Ana Reynoso Level 1 Purchasing Gatekeeper Capital Project Planning, Impact Fees, and Program Management Jessica Arencibia Growth Management and Community Development Department Danielle Bates Department Transportation Management Operations Support Trinity Scott Procurement Services Sandra Herrera Procurement Director Review Transportation Management Services Department County Attorney's Office Office of Management and Budget Community & Human Services Office of Management and Budget County Attorney's Office County Manager's Office Board of County Commissioners Sally Ashkar Debra Windsor Trinity Scott Level 2 Attorney Review Level 3 OMB Gatekeeper Review Completed 05/02/2023 2:18 PM Additional Reviewer Completed 05/02/2023 4:23 PM Transportation Management Services Completed 05/02/2023 4:56 PM Additional Reviewer Skipped 05/02/2023 4:57 PM Completed 05/03/2023 9:15 AM Transportation Completed 05/03/2023 9:18 AM Completed 05/03/2023 9:24 AM Completed 05/03/2023 10:56 AM Maggie Lopez Additional Reviewer Completed 05/03/2023 11:08 AM Christopher Johnson Additional Reviewer Completed 05/03/2023 12:05 PM Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 05/03/2023 2:20 PM Ed Finn Level 4 County Manager Review Completed 05/03/2023 3:40 PM Geoffrey Willig Meeting Pending 05/09/2023 9:00 AM Packet Pg. 534 16.A.19.a DocuSign Envelope ID: 17B483F9-8801-4060-8013-482DA10BE346 PROJECT: 60102 — Stormwater Improvements for the BCG & CC/CCN Areas PARCEL NO's: 177DE, 177DAE, 177TCE1, 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 day of May _ , 2023, by and between 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 "CCN") 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 800, Naples, Florida 34112 (hereinafter referred 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 and 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 177DAE"); and 3) a Temporary Construction Easement over, under, upon and across the lands described in composite Exhibit "D" ("Parcel 177TCE 1 "); 4) a Temporary Construction Easement over, under, upon and across the lands described in composite Exhibit "B" ("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 made a part of this Agreement; and WHEREAS, CCN recognizes the benefit to CCN and desires to convey the Parcels 177DE, 177DAE, 177TCE1, 177TCE2 and 177ROE (collectively, the `Basements") 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: 1. 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. Packet Pg. 535 DocuSign Envelope ID: 17B483F9-8801-4060-8013-482DA10BE346 16.A.19.a 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 from 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 the form of Exhibits "B", "C", "D" and ") ' ; b. A Right of Entry instrument substantially in the form of Exhibit "F"; c. 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; e. 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 County 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 2 of 7 Packet Pg. 536 DocuSign Envelope ID: 17B483F9-8801-4060-8013-482DA10BE346 16.A.19.a 5. DURATION OF TCE' S- a. PARCEL 177TCE1 - The term of Parcel 177TCE1 shall commence upon the Effective Date of this Agreement and shall terminate on July 31, 2023. b. PARCEL 177TCE2 - The term of Parcel 177TCE2 shall commence upon the Effective Date of this Agreement and shall terminate on December 31, 2024. c. PARCEL 177TCEIA- The term of Parcel 177TCElA 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 lake interconnects shall not conflict with operation of the golf course. The lake interconnect for Lake 11 shall be completed no later than July 15, 2023. The lake interconnect for Lake 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 later than June 1, 2023. These timeframes 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 shall 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. 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 3lst. Notwithstanding, the County may conduct earthwork construction in easements 177TCE2, 177DE4, 177TCEIA, 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. 9. SECURITY FOR PARCEL 177TCE2- Parcel 177TCE2 contains a security gate for the golf course which shall not be disturbed by the County. The County 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 177TCElA -The County shall, at its sole cost and expense, install a single row of 48" high Cocoplum shrubs along Parcel 177TCElA 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 TCE. Page 3 of 7 7CAj Packet Pg. 537 16.A.19.a DocuSign Envelope ID: 17B483F9-8801-4060-8013-482DA10BE346 11, STORAGE OF MATERIALS- CCN acknowledges and agrees that materials maybe stored on the gojf 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 stormwater 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 shall 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 ;i following: a. CCN has full right, power and authority to own and operate the property underlying x the Easements, to enter into and to execute this Agreement, to execute, deliver and m perform its obligations under this Agreement and the instruments executed in c connection herewith, to undertake all actions and to perform all tasks required of CCN hereunder and to consummate the transaction contemplated hereby. E b. No party or person other than the County has any right or option to acquire the a� m a Easements or any portion thereof. .. c. Until the date fixed for Closing, so long as this Agreement remains in force and c a� E 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 w LU 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. w c m t Page 4 of? v ca (CA Packet Pg. 538 DocuSign Envelope ID: 17B483F9-8801-4060-8013-482DA10BE346 16.A.19.a d. CCN has no actual knowledge that there are any suits, actions or arbitration, administrative or other proceedings or governmental investigations or requirements, formal or informal, existing or pending or threatened which affect the Easements or which adversely affect CCN's ability to perform hereunder; nor is there any 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 been 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. f. 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. INDEMNIFICATIONS- 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 of 7 a OCAO Packet Pg. 539 DocuSign Envelope ID: 17B483F9-8801-4060-8013-482DA10BE346 16.A.19.a contingent upon CCN complying fully with its obligation to maintain the Shared System. This provision shall survive Closing and is not deemed satisfied by conveyance of title. 15. EFFECTIVE 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 Court & Comptroller By Deputy Clerk Approved as to form and legality: Sally A. Ashkar, Assistant County Attorney �3 BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA 10 RICK LOCASTRO, Chairman Page 6 of 7 Q 1 C40 Packet Pg. 540 DocuSign Envelope ID: 17B483F9-8801-4060-8013-482DA10BE346 16.A.19.a AS TO CCN: ss (Signature) A�,WTS2u +- ! lout- Name (Print or Type) Witness (Signature) _ . 6k Name (Print or Type) THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation DocuSignepd�by: �V��IF, President Page 7 of 7 Packet Pg. 541 I>w.w....ti ,w.,o.w. —j .. d.,. w..a . ,a.� a ww ..­­ SNO—b uaewnry ZGLI'oN uopezuoylny :rx 3 ar ftN z�w Y/N Y�1I073'I LN110J N3ITI0o pp x S31NOW3�OH 1181HX3lalN3 © ae ixsxruve 3aurx to a�eoylyaD epuold czoWro a o Ooz -WI)O z) auoyd 301HrJIFJ'$ S1N3W3�O1ddW12i31VMW1dO1S © --A o �w� zzoz/ zz;tla ,a STdVN d0 9010 A91Nf100 R S31tl1S3 ' o s s9e id' wu S1N3W3S`d3 ® anus Maa'D RahSNM OOz9 M 9010 MiNf100 ONV d109 SS39dA9 919 s o $ Z n. a CG cS ui y t _ 0 s - r hh a � s — _ s W ww C7 a i 2L a w oz U z � w BuRNING4REE DR { I� �zi �A s� .� Z U w o i Z g N Z w z w z z o 0 3 3 Mz o V) �c F F ui ui ' w _ ) ���iel�...� � w a or J OP` t i>'• � � I wdyrz. £zoZ , eey y :qoi ampsuaiy.3 eus3-rtaaeaeAsii�i�ix3�aA�ouzozVszoz\ N Easement Agreement Exhibit B 16.A.19.c PROJECT: 60102 — Stormwater Improvements for the BCG & CC/CCN 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.) WITNESSETH: 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 0 enter upon said land and to place and/or 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 N 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. z 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) Packet Pg. 543 16.A.19.c 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: DEREK P. PERRY, ESQ. Assistant County Attorney as proof of identity (Signature of Notary Public) (Print Name of Notary Public) Serial / Commission # (if My Commission Expires: v N N Last Revised: 06/26/18 Packet Pg. 544 H:\2021\2021107\SKETCHES\21107 BOUNDARY EASEMENTS Sk's.dwg 21812023 2.57:48 PM Plotted by JosephHaim Exhibit A N FOLIO #: 61941800007 L2 0 20' 40' F;AA 1" _ (40') CDn Fq K Fq z N LINE BEARING DISTANCE L1 S 64'43'11" E 457.68' L2 N 86'58'44" E 30.00, L3 S 03'00'06" E 125.82' L4 S 86'59'54" W 15.00' 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 103 t/J UNPLATTED GOLF COURSE POINT OF COMMENCEMENT NORTHEAST CORNER OF LOT 13, BLOCK 3, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PB 3, PG 103 LOT 13, BLOCK 3, BIG CYPRESS GOLF AND =� / COUNTRY CLUB ESTATES C m J PB 3, PG 103 _ _ Qio ,)? gym" POINT OF r w L4 r z r I m U1 U) 16.A.19.c o Q�BEGINNING L6 ; *NOT A SURVEY* , DRAWN BY: JNH DATE: 12 22 2022 950 Encore Way ■■ Naples, FL. 34110 Phone: (239) 254-2000 Wlmm� Florida Certificate of HOLE MONTES Authorization No.1772 DRAWING NO. SKETCH AND LEGAL H 2206 PROJECTNO. 7 BIG CYPRESS - DRAINAGE EASEMENT packet Pg. 545 SHEET # OF SHE2 SEC-TWN-RGE: 15-49-25 =�sNE s'a,,;:a=e:PWK-'F41FHISLwEWR$ H.\2021\2021107\SKETCHES\21107 BOUNDARY EASEMENTS S&L's.dwg 2/8/2023 2.57.48 PM Plotted by: JosephHorm 16.A.19.c 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 FOF A DISTANCE OF 235.19 FEET; THENCE RUN S87°00'04"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. BEARINGS 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. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY THOMAS M. MURPHY DRAWN BY: JNH SEC-TWN-RGE: 15-49-25 2022 N ET 2 HOLE MONTESN _`„ NEERS I LUIOSCAPEARCNIIECTS I PLYINFNS I SUNEYORS .oI.- M. 40''.. ••N°�� 5628 STATE OF a , FLORIDA boa; J'/ LS5628 �''- 0/ Surveyor STATE OF FLORIDA �n# sti"'���� 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 *NOT A SURVEY* BIG CYPRESS - DRAINAGE EASEMENT I Packet Pg. 546 H:\2021\2021107\SKETCHES\21107 BOUNaW EASEMENTS Sk's.dwg 21812023 3:25:43 PM Plotted by. JosephHorm 16.A.19.0 FOLIO #: 61941800007 N I i0 co L IJ to O O O n O N POINT OF COMMENCEMENT MOST SOUTHEASTERLY CORNER OF ROAD RIGHT-OF-WAY OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PB 3, PG 103 DRAWN BY: DATE: 950 Encore Way JNH 12 22 2022 Naples, FL. 341 10 SHEET OF SHEET m� Phone: (239) 254-2000 1 2 Florida Certificate of SEC-TWN-RGE: HOLE MONTES' Authorization No.1772 15-49-25 aEaNE4s'ar]<,�E:Eb'F.' 'I41FP ISLE+EIX r: 01 0 c w m *NOT A SURVEY* E6`P►�ato] i�1►11»XoL1I BIG CYPRESS — DRAINAGE EASEMENT A Packet Pg. 547 H.\2021\2021107\SKETCHES\21107 BOUNDARY EASEMENTS S&L's.dwg 2/8/2023 3.25.43 PM Plotted by: JosephHorm I 16.A.19.c 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 S87'43'15"E FOR A DISTANCE OF 979.07 FEET; TO THE POINT OF BEGINNING THENCE RUN N00'37'57"W FOR A DISTANCE OF 37.74 FEET; THENCE RUN S87'48'09"E FOR A DISTANCE OF 30.04 FEET; THENCE RUN S00'37'57"E 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 58.95 FEET; THENCE RUN N89'18'35"E FOR A DISTANCE OF 84.75 FEET; THENCE RUN N00'41'25"W FOR A DISTANCE OF 20.00 FEET; THENCE RUN N89'18'35"E FOR A DISTANCE OF 211.31 FEET; THENCE RUN NO3'00'06"W FOR A DISTANCE OF 486.75 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 S03'00'06"E ALONG SAID WEST LINE FOR A DISTANCE OF 517.38 FEET; THENCE RUN S89'18'35"W LEAVING SAID WEST LINE FOR A DISTANCE OF 644.27 FEET; THENCE RUN N00'41'25"W 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 POINT 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 BOOK 3, PAGE 103, AS BEING N89'18'35"E HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY THOMAS M. MURPHY DRAWN BY: JNH SEC-TWN-RGE: 15-49-25 2022 N ET 2 HOLE MONTESN _`„ NEERS I LUIOSCAPEARCNIIECTS I PLYINFNS I SUNEYORS ••N°�� 5628 STATE OF a , FLORIDA boa; J'/ LS5628 �''- 0/ Surveyor STATE OF FLORIDA �n# sti"'���� 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 *NOT A SURVEY* ON a0]anI_1►Ills 1X0-111 BIG CYPRESS — DRAINAGE EASEMENT A Packet Pg. 548 H:\2021\2021107\SKETCHES\21107 WORK_KED_EASEMENTSAwg 21812023 2:47:20 PM Plotted by: JosephHorm FOLIO #: 61941800007 16.A.19.c LOT 9 �z 1� m LOT 10 In o BLOCK 'C' BIG CYPRESS o N GOLF & COUNTRY CLUB z m ESTATES, SECTION 2, PB. -� 3, PG. 104 LOT 11 LAKE 8 4m. N83'53'19"E 20 POINT OF COMMENCEMENT SE CORNER, LOT 10, BLOCK 'C' BIG CYPRESS GOLF & COUNTRY CLUB ESTATES, SECTION 2, PB. 3, PG. 104 LINE BEARING DISTANCE L1 N 80'47'02" E 73.35' L2 N 1 1' 17' 1 6" W 7.50' L3 N 80°47'02" E 30.42' L4 S 09°12'58" E 1.28' L5 N 50'01'17" E 41.06' L6 S 39'58'43" E 15.00' L7 S 50'0 1' 17" W 49.99' L8 S 09°12'58" E 11.26' L9 I S 80°46'36" W 29.98' L10 N 10'03'10" W 7.50' L11 S 80'47'24" W 73.51' L12 N 08°50'48" W 15.00' GOLF COURSE 1 � 1 \ 0 1 5' 1" = 30' *NOT A SURVEY*: DRAWN BY: DRAWING N0. KED H-2195 SKETCH AND LEGAL DESCRIPTION PR02021JECT �107 EAST LAKE 8 DRAINAGE EASEMENT Packet Pg. 549 DATE: 12 2022 ■■ 950 Encore Way Naples, FL. 34110 SHEET # OF SHEET Phone: (239) 254-2000 Florida Certificate of SEC-TWN-RGE: 15-49-25 M NTES HOLE o =�sNE s'a.,;:a=e:PWKi'F41F>ISLw+ FS Authorization No.1772 H:\2021\2021107\SKETCHES\21107 WORK_KED_EASEMENTS.dwg 21812023 2:47:20 PM Plotted by: JosephHmm 16.A.19.c 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 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 N11.17'16"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 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°59'33"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 THOMAS M. MURPHY LS5628 STATE OF FLORIDA 5628 a STATE OFFLORIDAQ s•'•••......•••'' �a °! SurveyO..°0. *NOT A SURVEY*; DRAWN BY: DATE: 950 Encore Way DRAWING NO. KED 12 2022 •• Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-2195 SHEET # OF SHEET Phone: (239) 254-2000 PROJECT O. 2 SEC-TWN-RGE: 2 2021.107 - Florida Certificate of EAST LAKE 8 DRAINAGE EASEMENT HOLE MONTESN Authorization No.1772 Packet Pg. 550 15-49-25 -',SNEERS I L9mSCAPEARCNIIECIS I PLYINFNS I SUNEYORS Agreement Exhibit C 16.A.19.d PROJECT: 60102 — Stormwater Improvements for the BCG & CC/CCN 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, date and year first above written WITNESSES: (Signature) (Print Name) (Signature) (Print Name) the Grantor has caused these presents to be executed the GRANTOR: THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation By: DAVID REIF, President v N Packet Pg. 551 16.A.19.d 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) Approved as to form and legality: DEREK P. PERRY, ESQ. Assistant County Attorney Last Revised: 06/26/18 as proof of identity (Signature of Notary Public) (Print Name of Notary Public) Serial / Commission # (if any): My Commission Expires: v N N Packet Pg. 552 ►r.\2021\2G21101\9 rc►IEs\211o2 ME S*L'&a»v 2/8/2023 M-44 Pm Pww nr. imowwm FOLIO #: 61941800007 Exhibit 16.A.19.d POINT OF COMMENCEMENT NORTHWEST CORNER OF LOT 20, BLOCK 1 BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PB 3, PG 103 DRAWN BY: DATE: JNH 1 12/15, 1 2 SEC-TWN-RGE: 15-49-25 PB 3, PG 103 n U 20' CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 220.92' 3*08'18" 12.10' S 89"15'23" W 12.10' C2 6.58' 83*11'28" 8.73' N 50°43'02" W 9.55' C3 102.00' 45°50'22" 79.45' N 10*49'23" E 81.61' C4 67.09' 22°29'52" 26.17' N 32"04'21 " E 26.34' C5 133.71' 18'43'27" 43.50' N 50"17'26" E 43.70' C6 6.07' 93°41'04" 8.85' S 73*30'18" E 9.92' C7 144.46' 13°36'24" 34.23' S 19°51'33" E 34.31' C8 10.70' 96°02'07" 15.90' S 34°57'42" W 17.93' C9 66.47' 24°25'37" 28.12' S 70°45'57" W 28.34' C10 17.85' 46°52'52" 14.20' S 35°06'43" W 14.61' C11 64.34' 21°02'42" 23.50' S 01°08'56" W 23.63' C12 117.60' 10*22'07" 21.25' S 14°33'29" E 21.28' C13 21.16' 67`56'33" 23.65' S 14*13'44" W 25.10' C14 109.56' 7°19'06" 13.98' S 51°51'34" W 13.99' C15 41.14' 35°18'25" 24.95' S 73°10'19" W 25.35' 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 Florida Certificate of HOLE MONTESN Authorization No.1772 _`„ INEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS *NOT A SURVEY* DRAWING N0. SKETCH AND LEGAL H 2177 PROJECT N0. 2021107 BIG CYPRESS - LAKE 1 Packet Pg. 553 H.\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 21812023 3.03.44 PM Plotted by. JosephHorm I 1 6.A.1 9.d 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 1 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 BEGINNING: 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"W, 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 N50°43'02"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 BY 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 N65'56'04"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 S19'51'33"E, 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 S34'57'42"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 S01'08'56"W, 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 67°56'33" 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°10'19"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 DRAWN BY: DATE: JNH 1 12/1 1 2 SEC-TWN-RGE: 15-49-25 ■■ ■ HOLE MONTESN _`„ INEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS QO .. �5eAf 6ni�.. y� ssza v s 5 0„ •, STATE OF � c° m FLORIDA �o sf.• LS5628 °oonS, enaao°°��,�d STATE OF FLORIDA 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 MNa[111I_1►Ills 1X0-111 BIG CYPRESS - LAKE 1 *NOT A SURVEY' Packet Pg. 554 H:\2021\2021107\SKETCHES\21107 LAKE Sd&L'sdwg 21812023 3:0144 PY Plotted by: JosephHami FOLIO #: 61941800007 16 N 0 15' 30' 1 " = (301) ON IGI CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 7.46' 112°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*31 ' 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' 87°03'40" 17.07' S 36'35'46" E 18.82' C7 34.12' 32-37'16" 19.17' S 26°52'51" E 19.43' n CA <'9 0 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 41 *21 ' 1 6" W 19.63' L5 N 31 °40'35" W 9.16' L6 I N 23°30'51 " W 28.43' L7 N 25* 1 1 '00" W 59.91 ' L8 S 27°17'48" E 41.06' L9 S 42°32'42" E 8.35' L10 S 01'09'29" W 11.48' L11 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 36'11'20" W 1.66' p UNPLATED GOLF COURSE J 06' <J C� \`s LAKE 2 UNPLATTED GOLF COURSE C� POINT OF <� COMMENCEMENT �J NORTHWEST CORNER OF LOT 11, \ BLOCK 1, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PB 3, PG 103 G� \ L2 POINT OF BEGINNING DRAWN BY: DATE: 950 Encore Way JNH 12 16 2022 Naples, FL. 34110 SHEET M OF SHEET Phone: (239) 254-2000 1 2 1m� Florida Certificate of SEC-TWN-RGE: HOLE MONTES' Authorization No.1772 15-49-25 aNaNiE4s'ar]<,=E:PWKi'F41F>ISLw;E,X LOT 12, BLOCK 1, 47 BIG CYPRESS GOLF AND '-� COUNTRY CLUB ESTATES PB 3, PG 103 o U 01 LOT 11, BLOCK 1, o m �Jm BIG CYPRESS GOLF AND a COUNTRY CLUB ESTATES �1A, ; PB 3, PG 103 i *NOT A SURVEY* SKETCH AND LEGAL " "64 PROJECT NO. 2021107 Packet Pg. BIG CYPRESS - LAKE 2 Pg.5 555 H:\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 21812023 3.03.44 PM Plotted by: JosephHorm 16.A.19.d 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 A`. 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°52'24"W 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, FOI 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 FEEL 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°30'10"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 32°37'16" 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 THOMAS M. MURPHY DRAWN BY: DATE: JNH 12 16 2022 SHEET # OF SHEEP 2 2 SEC-TWN-RGE: HOLE MONTESN 15-49-25 -`„INEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS 5628 o STATE OF 1 c FLORIDA boa .......... ova`` LS5628 STATE OF FLORIDA *NOT A SURVEY': 950 Encore Way DRAWING NO. Naples, FL. 34110 SKETCH AND LEGAL H 2184 Phone: (239) 254-2000 PROJECT 2021107 Florida Certificate of BIG CYPRESS - LAKE 2 Authorization No.1772 I Packet Pg. 556 H. \2021 \2021107\SKETCHES\21107 LME S*L's dwg 2/8/2023 JO .-44 PM Plotted 6y: Jose~ N 0 10' 20' 1 " _ (20') FOLIO #: 61941800007 16.A.19.d CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 14.79' 108*23'17" 23.98' S 00°53'20" E 27.97' C2 21.64' 71 °46'24" 25.38' S 16°27' 18" W 27.1 1 ' C3 12.35' 73°14'51" 14.73' S 23°47'02" W 15.79' C4 14.27' 95°03'55" 21.06' N 72°22'49" W 23.68' C5 12.27' 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" 11.38' S 54*38'19" E 11.72' C10 19.26' 68°17'29" 21.63' S 29°43'51" E 22.96' C8 POINT OF COMMENCEMENT NORTHWEST CORNER OF LOT 11, BLOCK 1, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES Cp PB 3, PG 103 LOT 12, BLOCK 1, BIG CYPRESS GOLF AND V9 COUNTRY CLUB ESTATES r PB 3, PG 103 J Cg UNPLATTED GOLF COURSE rn 0 Cn POINT OF BEGINNING LAKE 3 C4 0 LOT 11, BLOCK 1, o J W BIG CYPRESS GOLF AND W ¢ w COUNTRY CLUB ESTATES N oW"' F�o PB 3, PG 103 moa U , C V o0 co 2 / N GOLFLF COURSE U c.1M LINE BEARING DISTANCE L1 S 45°48'22" W 129.75' L2 S 26°08'21 " E 25.87' L3 S 06°02' 16" E 4.18' L4 N 43°25'46" W 7.89' L5 N 35°41'55" W 7.89' L6 N 27°58'04" W 7.89' L7 N 14°44'41 " W 14.73' L8 S 66°02' 13" E 12.47' L9 N 79°32'22" E 1.88' *NOT A SURVEY' y DRAWN BY: DATE: 950 Encore Way JNH 12 19 2022 •• Naples, FL. 34110 SKETCH AND LEGAL SHEET # OF SHEEP 1 2 Phone: (239) 254-2000 SEC-TWN-RGE: - Florida Certificate of HOLE MONTESBIG CYPRESS - LAKE 3 N 15-49-25+WEERSIUNO:CPPE0.9CNIIECBIPLWNFASISUNEYOPS Authorization No.1772 Packet Pg. 557 H.\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 21812023 3.03.44 PM Plotted by. JosephHorm 16.A.19.d 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 A 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 FEET 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 FEE - 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 N27°58'04"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 FEE - 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 THOMAS M. MURPHY DRAWN BY: DATE: JNH 12 19 2022 SHEET # OF SHEEP 2 2 SEC-TWN-RGE: HOLE MONTESN 15-49-25 -`„INEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS S M. MU��•, 5628 o STATE OF ; c m� FLORIDA LS5628 STATE OF FLORIDA *NOT A SURVEY': 950 Encore Way DRAWING NO. Naples, FL. 34110 SKETCH AND LEGAL H 2185 Phone: (239) 254-2000 PROJECT 2021107 Florida Certificate of BIG CYPRESS - LAKE 3 Authorization No.1772 I Packet Pg. 558 H: \2021 \2021107\SKfXwES\21107 LAKE S&L's dwg 21812023 3:010 PM Plotted by: JosephHami FOLIO # : 61941800007 16 CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 10.07' 147*16'44" 19.33' S 79"59'31" W 25.89' C2 12.07' 138*27'18" 22.57' N 43°59'38" E 29.16' C3 422.33' 13*35'37" 99.96' S 32*09'17" E 100.20' Vol UNPLATTED GOLF COURSE LAKE 4 LINE BEARING DISTANCE L1 N 33°41'08" W 388.59' L2 S 04°47'51 " E 60.35' L3 S 19*23' 17" E 25.27' L4 S 15'34'20" E 35.45' L5 N 21 °22'42" W 46.69' L6 N 23°45'21 " W 46.69' L7 N 26°09'29" W 140.97' L8 S 47°45'35" E 34.01' POINT OF COMMENCEMENT SOUTHWEST CORNER OF LOT 1, BLOCK 1, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PB 3, PG 103 LOT 2, BLOCK 1, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PB 3, PG 103 LOT 1, BLOCK 1, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PB 3, PG 103 v ro 10r9S'sp� �516 0 v �o a�p°BFa S6, POINT OF °Oo �/ 9 BEGINNING A01 15/%°A°oTy p,GeF IFS `/1'F \ p`T JT9TF.S CpC0.1 r N UNPLATTED GOLF COURSE 6� C1 DRAWN BY: DATE: 950 Encore Way JNH 12 19 2022 Naples, FL. 34110 SHEET OF SHEET 2 Phone: (239) 254-2000 1 Florida Certificate of SEC-TWN-RGE: HOLE MONTES Authorization No.1772 15-49-25 aari�4s'ar,<,:a=e:eai'F.uvH;i;6a;Er�es t c s Y 0 15' 30 1 1 " = (30') i *NOT A SURVEY* DRAWING NO. Q SKETCH AND LEGAL H 2186 PROJECT NO. 21107 BIG CYPRESS - LAKE 4 Packet Pg. 20Pg.5 559 H:\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 21812023 3.03.44 PM Plotted by: JosephHorm I 1 6.A.1 9.d 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 AE 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 THE 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 N23°45'21 "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 DRAWN BY: DATE: JNH 12 19 2022 SHEET # OF SHEET 2 2 SEC-TWN-RGE: HOLE MONTESN 15 -`„INEERSIUNO:CAPEARCNIIECB I PLANNFNS I SUNEYORS 5628 o STATE OF a FLORIDA ;''oQ s� LS5628 STATE OF FLORIDA *NOT A SURVEY': 950 Encore Way DRAWING NO. Naples, FL. 34110 SKETCH AND LEGAL H 2186 Phone: (239) 254-2000 PROJECT 2021107 Florida Certificate of BIG CYPRESS — LAKE 4 Authorization No.1772 I Packet Pg. 560 H.\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 21812023 3.03.44 PM PkW 6y: J086OWam 16 N 0 40' 80, 1 " _ (80') CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 101.33' 32°38'20" 56.94' S 19°05'02" E 57.72' C2 68.75' 36*01'19" 42.51' S 19'52'39" W 43.22' C3 38.68' 100*35'40" 59.52' N 90°00'00" W 67.92' C4 46.00' 30° 15'37" 24.01 ' N 34° 17' 14" W 24.30' C5 152.74' 14`23'03" 38.24' N 37°48'56" W 38.34' C6 53.50' 46*44'19" 42.45' N 28°04'57" E 43.65' C7 108.39' 21°36'52" 40.65' N 17°25'48" W 40.89' C8 15.03' 141 *39' 15" 28.39' N 81 *32' 10" W 37.16' C9 34.28' 50°02'35" 29.00' S 10*17'52" W 29.94' C10 45.61' 34°23'47" 26.97' S 13*03'14" W 27.38' C11 89.24' 38°31'44" 58.88' N 81°19'56" W 60.01' C12 20.55' 84°50'17" 27.73' N 12°58'20" W 30.43' C13 223.55' 14'28'50" 56.35' N 11*53'28" E 56.50' C14 69.69' 55°34'32" 64.98' N 05`19'24" E 67.60' C15 71.98' 37*54'10" 46.76' N 32`50'00" E 47.62' C16 86.38' 32°44'05" 48.68' S 45°31'05" E 49.35' C17 35.19' 53°44'00" 31.80' S 47*03'15" E 33.00' C 18 494.96' 17*25' 1 1 " 149.90' S 09° 12'53" E 150.48' C19 106.27' 37'21'38" 68.07' S 28°29'39" E 69.29' d- U PROPOSED UNPLATTED DRAINAGE GOLF EASEMENT I COURSE L13I I47S c� L 14 Ci C'/ G ^V � C>> J _o J r UNPLATTED GOLF COURSE U n Go LINE BEARING DISTANCE L1 S 86° 12'39" W 241.83' L2 S 02°08'28" E 41.55' L3 S 29'47'43" W 23.55' L4 S 39'06'44" W 14.81' L5 N 25°36'02" W 15.98' L6 N 54°23'58" W 27.63' L7 N 30`49'41" E 18.62' L8 N 21 `33' 14" E 36.63' L9 N 04°01'45" W 20.00' L10 N 02°29'51" E 7.74' L1 1 N 12°50'21 " E 31.56' L12 N 18'26'06" E 23.83' L13 N 80'12'56" E 18.73' L14 S 87°10'01" E 15.02' L15 S 68°14'23" E 10.52' POINT OF COMMENCEMENT NORTHWEST CORNER OF LOT 11, LAKE 5 BLOCK 1, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES POINT OF PB 3, PG 103 BEGINNING \ / i C8 v n rn n U N CS _O U N C 1 1 V<o UN �S A) v a 0 v u C3 UNPLATTED FOLIO #: 61941800007 GOLF COURSE DRAWN BY: DATE: 950 Encore Way JNH 12 16 2022 Naples, FL. 34110 SHEET # OF SHEET Phone: (239) 254-2000 1 2 Florida Certificate of SEC-TWN-RGE: HOLE MONITESN Authorization No.1772 15-49-25-`„INEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS LOT 12, BLOCK 1, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PB 3, PG 103 0 �m ?� LOT 11, BLOCK 1, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PB 3, PG 103 *NOT A SURVEY* DRAWING NO. SKETCH AND LEGAL H 2180 PROJECT NO. BIG CYPRESS -LAKE 5 2021107 Packet Pg. 561 H.\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 21812023 3.03.44 PM Plotted by. JosephHorm 16.A.19.d 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 COUNTY CLUB ESTATES, AS RECORDED IN PLAT BOOK 3, PAGE 103 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN S86'12'39"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 BEARING OF S19'05'02"E, FOR AN ARC LENGTH OF 57.72 FEET; THENCE RUN S02'08'28"E 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 S19'52'39"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 N90'00'00"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 14'23'03" AND BEING SUBTENDED BY A CHORD OF 38.24 FEET AT A BEARING OF N37'48'56"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 46'44'19" AND BEING SUBTENDED BY A CHORD OF 42.45 FEET AT A BEARING OF N28'04'57"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 40.89 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 34'23'47" AND BEING SUBTENDED BY A CHORE 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 I RADIUS OF 89.24 FEET, THROUGH A CENTRAL ANGLE OF 38'31'44" AND BEING SUBTENDED BY A CHORD OF 58.88 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 N12'58'20"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 14'28'50" 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 N18'26'06"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 37'54'10" 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 S87'10'01 "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 S45'31'05"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 S47'03'15"E, FOR 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 S09'12'53"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 THOMAS M. MURPHY DRAWN BY: DATE: JNH 12 16 2022 m m SHEET # OF SHEEP m 2 2 SEC-TWN-RGE: HOLE MONTESN 15-49-25 -`„INEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS LS5628 STATE OF FLORIDA ooV S M 410 .11" , ,h'ZO e,se •,NU�6�Ay.0 ry �: 5628 o STATE OF j c FLORIDA.... �oQ *NOT A SURVEY': 950 Encore Way DRAWING NO. Naples, FL. 34110 SKETCH AND LEGAL H 2180 Phone: (239) 254-2000 PROJECT 2021107 Florida Certificate of BIG CYPRESS - LAKE 5 Authorization No.1772 Packet Pg. 562 H.\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 21812023 3.03.44 PM Plotted 6y: Joae#Wwm 16.A.19.d CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 446.79' 16"54'39" 131.39' S 08.06'40" W 131.87' C2 93.24' 74.23' 10" 1 12.73' S 49.45' 12" W 121.06' C3 209.29' 18`09'33" 66.05' N 40`39'37" W 66.33' C4 373.31' 12.25'25" 80.79' N 19"55'51" W 80.95' C5 218.31' 23.27'12" 88.74' 1 N 00°29'38" E 89.36' C6 62.39' 109.10'25" 101.70' N 64.03'35" E 118.88' C7 141.78' 29.25'41" 72.02' S 03.15'46" W 72.82' C8 431.65' 11`56'47" 89.84' S 17`42'31" E 90.00' N 0 40' 1.. — (80. UNPLATTED GOLF COURSE �E 3 a 007 DRAINAGE / COURSE EASEMENT / *NOT A SURVEY* : DRAWN BY: DATE: 950 Encore Way DRAWING N0. JNH 12 15 2022 •• Naples, FL. 34110 SKETCH AND LEGAL H 2179 SHEET # OF SHEEP PROJECT NO. 1 2 P Phone: (239) 254-2000 2021107 SEC-TWN-RGE: - Florida Certificate of BIG CYPRESS — LAKE 6 HOLE MONTESN Authorization No.1772 Packet Pg. 563 15-49-25-`„INEERS I IPNOSCAPEARCNIIECIS I UNEK I SMEYORS H.\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 21812023 3.03.44 PM Plotted by. JosephHorm I 1 6.A.1 9.d 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 GOLF 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 S07'00'26"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 S08'06'40"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 74'23'10" 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 N40'39'37"W, FOR AN ARC LENGTH OF 66.33 FEET; THENCE RUN N10'44'33"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 12'25'25" 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 N12'47'16"W FOR A DISTANCE 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 N00'29'38"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 S63'22'28"E FOR A DISTANCE OF 14.65 FEET; THENCE RUN S53'56'04"E FOR A DISTANCE OF 14.65 FEET; THENCE RUN S44'29'39"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 4.00 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 S09'44'40"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, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING N75'52'34"W HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY THOMAS M. MURPHY DRAWN BY: DATE: JNH 1 12/1 1 2 SEC-TWN-RGE: 15-49-25 ■ HOLE MONTESN _`„ NEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS 5628 -o o STATE OF a m FLORIDA ; %4v LS5628 STATE OF FLORIDA *NOT A SURVEY': 950 Encore Way DRAWING N0. Naples, FL. 34110 SKETCH AND LEGAL H 2179 Phone: (239) 254-2000 PROJECT 2021107 Florida Certificate of BIG CYPRESS - LAKE 6 Authorization No.1772 I Packet Pg. 564 H.\2021 \2021107\SKETCHES\21107 LAKE S&L's.dwg 21812023 3.03.44 PM %ftW by. JOSSOWam FOLIO # : 61941800007 SFO QRORp�C����i � 2 i v' 77 J O� rn G G11 G10 d. v v Lc� �IQ Q < 0 <� <> n 16.A.19.d CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 32.60' 67'24'42" 36.18' S 29'46'00" W 38.36' C2 34.30' 65'26'56" 37.09' N 46'17'47" W 39.18' C3 187.93' 31'41'40" 102.64' N 40'34'23" W 103.96' C4 144.49' 28'21'13" 70.78' N 33'23'04" W 71.50' C5 92.76' 40'22'09" 64.01' N 35'14'38" W 65.35' C6 101.29' 40'22'00" 69.90' N 16'47'26" W 71.36' C7 122.56' 45'43'52" 95.25' N 21'08'56" W 97.82' C8 36.41' 70'33'50" 42.06' N 28'1O'11" E 44.85' C9 58.91' 47'29'29" 47.44' N 30'22'45" E 48.83' C10 85.50' 56'39'06" 81.14' N 49'56'21" E 84.54' C11 33.45' 55'46'05" 31.29' N 62'42'49" E 32.56' C12 29.87' 33'43'23" 17.33' N 19'30'51" E 17.58' C13 26.65' 67'42'59" 29.70' N 67'07'51" E 31.50' C14 71.02' 49'26'04" 59.39' S 20'42'50" W 61.27' C15 31.14' 67'32'31" 34.62' S 03'51'57" W 36.71' C16 54.54' 46'22'30" 42.95' S 12'45'04" E 44.14' C17 170.77' 26'43'49" 78.95' S 01'45'31" E 79.67' C18 109.91, 23'54'28" 45.53' S 07'58'33" E 45.86' C19 69.11' 26'08'24" 31.26' S 17*12'18" E 31.53' C20 4700' 50441'3347" 6'3416 4.58' 173' 7.45 13 1 55' 4 4E 9C21 n� C) v U N PLATTED GOLF COURSE LAKE 7 n rn 00 <N UNPLATTED `S GOLF COURSE I Q0 rn N� n sr POINT OF BEGINNING N L5 L3 L4 / I I / DRAWN BY: DATE: 950 Encore Way JNH 12 15 2022 Naples, FL. 34110 SHEET # OF SHEET Phone: (239) 254-2000 1 2 MFlorida Certificate of SEC-TWN-RGE: HOLE MONTESN Authorization No.1772 15-49-25-`„INEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS LINE BEARING DISTANCE L1 N 79'47'03" W 213.97' L2 S 12'59'38" E 54.31' L3 S 79'57'46" W 13.22' 1-4 S 82'01'44" W 16.02' L5 S 89"3'34" W 6.86' L6 N 15'55'58" W 37.68' L7 I N 38'30'03" W 13.31, L8 N 3332'01" W 24.32' L9 N 28'52'05" W 11.06' L10 N 11'18'36" E 41.49' L11 N 38'26'07" E 9.28' L12 S 52'21'29" E 16.21' L13 S 32'43'06" E 15.00' L14 S 38'52'06" E 14.60' L15 S 17'06'21 " E 9.98' L16 S 03'18'04" E 35.72' L17 S 31'18'33" W 32.88' L18 S 26'32'45" W 16.08' L19 S 36'31'13" E 17.67' L20 S 42'02'36" E 17.73' L21 S 27'04'42" E 51.27' L22 S 46'39'42" E 21.74' f c p 40' 80+ S 1" _ (80') c LOT 2, BLOCK A BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, i SECTION 2 PB 3 - PG 104 U POINT OF = COMMENCEMENT S NORTHWEST MOST CORNER L1 OF LOT 1, BLOCK A y PB 3 PAGE 104 [ I LOT 1, BLOCK A s o��s UNPLATTED BIG CYPRESS GOL GOLF COURSE o� AND COUNTRY CLL 0 ESTATES, SECTION 4 PB 3 - PG 104 *NOT A SURVEY* DRAWING NO. SKETCH AND LEGAL H 2175 PROJECT NO. 2021107 BIG CYPRESS - LAKE 7 Pg.5 Packet Pg. 565 H.\2021\202ll07\SKETCHES\2ll07 LAKE S&L's.dwg 21812023 3.03.44 PM Plotted by. JosephHorm LEGAL DESCRIPTION 16.A.19.d 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 N79'47'03"W FOR A DISTANCE OF 213.97 FEET TO THE POIN- 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 S29'46'00"W, FOR AN ARC LENGTH OF 38.36 FEET; THENCE RUN S79'57'46"W FOR A DISTANCE OF 13.22 FEET; THENCE RUN S82'01'44"W FOR A DISTANCE OF 16.02 FEET; THENCE RUN S89'13'34"W FOR A DISTANCE OF 6.86 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO TH 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, THROUGF A CENTRAL ANGLE OF 31'41'40" AND BEING SUBTENDED BY A CHORD OF 102.64 FEET AT A BEARING OF N40'34'23"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 N15'55'58"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 FEE 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 SUBTENDED BY A CHORD OF 69.90 FEET AT A BEARING OF N16'47'26"W, FOR AN ARC LENGTH OF 71.36 FEET, TO A POINT OF REVERSE CURVATURE TC THE LEFT; HAVING A RADIUS OF 122.56 FEET, THROUGH A CENTRAL ANGLE OF 45'43'52" AND BEING SUBTENDED BY A CHORD OF 95.25 FEET AT A BEARING OF N21'08'56"W, 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 "W FOR A DISTANCE OF 24.32 FEET; THENCE RUN N28'52'05"W FOR A DISTANCE OF 11.06 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CUR\ TO THE RIGHT; HAVING A RADIUS OF 36.41 FEET, THROUGH A CENTRAL ANGLE OF 70'33'50" 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 01 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 BEIP SUBTENDED BY A CHORD OF 81.14 FEET AT A BEARING OF N49'56'21"E, FOR AN ARC LENGTH OF 84.54 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 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 FEI 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 F( A DISTANCE OF 16.21 FEET; THENCE RUN S32'43'06"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 9.98 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 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 S12'45'04"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 78.9 FEET AT A BEARING OF S01'45'31"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 S27'04'42"E FOR A DISTANCE OF 51.27 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE T( 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 S17'12'18"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 01 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 S34'29'46"E, FOR AN ARC LENGTH OF 55.73 FEET TO THE POINT 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"N HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 m THOMAS M. MURPHY DRAWN BY: DATE: JNH 12 15 2022 SHEET # OF SHEEP 2 2 SEC-TWN-RGE: HOLE MONTESN 15-49-25 -`„INEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS LS5628 STATE OF FLORIDA 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 ;".o P . M. aS� ?�2 :`4epge..Af r. 5628 STATE OF n ems , FLORIDA . *NOT A SURVEY' . DRAWING N0. SKETCH AND LEGAL H 2175 PROJECT NO. 2021107 BIG CYPRESS - LAKE 7 Packet Pg. Pg.5 566 H:\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 2/8/2023 1:54:33 PM PbWed by: JoswhHorm FOLIO #: 61941 16.A.19.d N 0 20' Q. 1" _ (40') LOT 10, BLOCK C, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, PB 3, PG 104 \ N83' 36' 14"E (BASIS OF BEARING) SOUTH LINE OF LOT 10, BLOCK C C UB CypRESS GOLF AN ES ATES, SECTION 2COUNTRY PB 3, PG 104 LOT 11, BLOCK C, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, PB 3, PG 104 POINT OF COMMENCEMENT SOUTHEAST CORNER OF LOT 10, BLOCK C, SECTION 2 BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PB 3, PG 104 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 17.71' L4 S 08`50'48" E 15.00' 1-5 N 80°47'24" E 17.08' *NOT A SURVEY* CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 270.34' 4°23'26" 20.71' N 37°48'32" E 20.72' C2 33.98' 25`51'57" 15.21' N 37°16'24" E 15.34' C3 40.29' 108"31"2" 65.41' N 81°35'06" E 76.31' C4 149.72' 16*31'36" 43.04' S 32°56'25" E 43.19' C5 287.71' 6`57'18" 34.90' S 11'08'00" E 34.92' C6 74.52' 7°02'25" 9.15' 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 09°29'25" E 36.93' C9 37.82' 58°18'56" 36.85' S 12*32'10" W 38.49' C10 38.54' 50°26'36" 32.85' S 66"54'56" W 33.93' C11 94.78' 29°12'26" 47.79' N 73°15'33" W 48.31' C12 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°51'02" W 52.09' C15 420.99' 4"52'04" 35.76' N 00*14'37" W 35.77' C16 193.42' 14°38'33" 49.30' N 09°30'41" E 49.43' PROPOSED DRAINAGE EASEMENT e/ POINT OF U BEGINNING 0 Jp- 7� C7 UNPLATTED GOLF COURSE DRAWN BY: DATE: 950 Encore Way JNH 12 20 2022 Naples, FL. 34110 SHEET # OF SHEET Phone: (239) 254-2000 1 2 Florida Certificate of SEC-TWN-RGE: HOLE MONTESN Authorization No.1772 15-49-25-`„INEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS E UNPLATTED GOLF COURSE 0 v LAKE 8 C�� SKETCH AND LEGAL BIG CYPRESS - LAKE 8 n Cr n J rn U Packet Pg. 567 H.\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 2/8/2023 1.54.33 PM Plotted by. JosephHorm 116.A.19.d 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 N20'23'04"E 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 COMPOUN[ 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 S32'56'25"E, FOR AN ARC LENGTH OF 43.19 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 287.71 FEET, THROUGH A CENTRAL ANGLE OF 06'57'18" AND BEING SUBTENDED BY A CHORD OF 34.90 FEET AT A BEARING OF S11'08'00"E, FOR AN ARC LENGTH OF 34.92 FEET; THENCE RUN S81'00'10"W FOR A DISTANCE OF 17.71 FEET; THENCE RUN S08'50'48"E FOR A DISTANCE OF 15.00 FEET; THENCE RUN N80'47'24"E 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 07'02'25" 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 FEE THROUGH A CENTRAL ANGLE OF 14'34'53" AND BEING SUBTENDED BY A CHORD OF 61.04 FEET AT A BEARING OF S09'38'58"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 1415'47" 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 50'26'36" AND BEING SUBTENDED BY A CHORD OF 32.85 FEET AT A BEARING OF S66'54'56"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, THROUGI 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 241.7 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 N00'14'37"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. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY THOMAS M. MURPHY DRAWN BY: DATE: JNH 12 20 2022 SHEET # OF SHEET 2 2 SEC-TWN-RGE: HOLE MONTESN 15-49-25 -`„INEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS M. A0........... ..Q�G tv 5628 v STATE OF � o FLORIDA 4a LS5628 STATE OF FLORIDA *NOT A SURVEY': 950 Encore Way DRAWING NO. Naples, FL. 34110 SKETCH AND LEGAL H 2193 Phone: (239) 254-2000 PROJECT 2021107 Florida Certificate of BIG CYPRESS - LAKE 8 Authorization No.1772 Packet Pg. 568 H:\2021\2021107\SKETCHES\21107 LAKE S&&L's R3.dwg 412512023 1:52:58 PM Plotted by: JosephHorm FOLIO #: 61941800007 16.A.19.d N UNPLATTED GOLF COURSE O UIU UYYKLJJ UUU ANU - --..,-"- COUNTRY CLUB ESTATES PB 3. PG 103 *NOT A SURVE) DRAWN BY: DATE: 950 Encore Way DRAWING N0. JNH 4 25 2023 ■■ Naples, FL. 34110 SKETCH AND LEGAL " 2189 SHEET # OF SHEET 0 Phone: (239) 254-2000 PROJECT NO. 7 SEC—TWN—RGE: — Florida Certificate of BIG CYPRESS - LAKE 9-10 & WETLAN HOLE MONTES Authorization No.1772 Packet Pg. 569 15-49 avos:avEPonPpCSiP4NeP9sisuFVEges H \2021 \2021107\90VhES\21107 LAKE S&L's R3.dwg 41251202J 1:52:58 PM PbNed b)r JowphHomi 16.A.19.d CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 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 27'04'48" E 78.25' C4 102.56' 4'20'52" 7.78' N 52*26'13" E 7.78' C5 260.58' 8'01'06" 36.44' N 46'15'14" E 36.47' C6 128.07' 1716'31" 38.47' N 501 E 38.61' C7 148.17' 16'32'55" 42.65' 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' 4'45'55" 14.64' N 82'42'37" E 14.65' C10 58.28' 31'39'58" 31.80' N 69'15'35" E 32.21' C11 2068.09' 1'12'13" 43.44' N 54'01'42" E 43.44' C12 121.58' 37'24'27" 77.98' N 35'55'35" E 79.38' C13 116.89' 27*41'16" 55.94' N 31'04'00" E 56.49' C14 41.11' 40'54'30" 28.74' N 24'27'24" E 29.36' C15 386.76' 12'45'48" 85.98' N 02'22'45" W 86.16' C16 186.61' 18'39'43" 60.51' N 0013" E 60.78' C17 488.88' 14'38'44" 124.62' N 1713'26" E 124.96' C18 448.82' 13'37'32" 106.48' N 17'44'02" 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 40'18'15" E 22.71' C21 289.37' 4' 15'21 " 21.49' S 03' 13'00" E 21.49' C22 52.46' 38*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 166.94' 7' 13'32" 21.04' S 04' 16' 14" E 21.05' C25 22.34' 50'12'24" 18.96' S 22'20'26" E 19.58' C26 40.49' 41'33'16" 28.73' S 8016" E 29.37' C27 14.43' 86'17'20" 19.73' N 44'09'37" E 21.73' C28 395.62' 9'36'01" 66.21' N 001 E 66.29' C29 71.13' 13'46'34" 17.06' N 10'23'40" W 17.10' C30 65.06' 24'12'59" 27.29' N 05'10'27" W 27.50' C31 227.35' 8'21'58" 33.17' N 02'20'26" W 33.20' C32 37.90' 40'25'34" 26.19' N 27'1COO " W 26.74' C33 59.09' 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' 25'48'00" 67.20' N 04'54'41" W 67.77' C36 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' 18'18'33" 20.15' S 89'50'59" E 20.23' C40 32.90' 32'36'42" 18.48' S 82'41'54" E 18.73' C41 46.79' 47'12'53" 37.47' N 90'00'00" E 38.55' C42 141.29' 14'21'45" 35.32' N 73'34'26" E 35.42' C43 336.91' 4'53'29" 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 54'18'25" E 17.04' C46 10.78' 56'46'57" 10.25' S 09'53'54" E 10.68' C47 718.93' 1'47'47" 22.54' S 17'35'41" W 22.54' C48 70.34' 12'21'06" 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*33'12" E 69.87' C52 393.61' 11*52'27" 81.43' S 14*11'24" W 81.57' C53 2134.54' 2'20'54" 87.48' S 21'18'04" W 87.48' C54 96.71' 24'55'24" 41.74' S 10*00'49" W 42.07' C55 29.17' 63'27'22" 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' 30'53'43" 60.28' S 12'09'42" E 61.02' C58 43.95' 35*37'11" 26.88' S 21'05'44" W 27.32' C59 16.36' 38'54'38" 10.90' S 19*27'01" W 11.11' C60 66.88' 15'27'42" 17.99' S 07'43'32" W 18.05' C61 25.99' 50'09'35" 22.03' S 54'56'44" E 22.75' C62 9.29' 72*38'18" 11.00' S 43'42'22" E 11.77' C63 117.06' 6'17'43" 12.86' S 04'14'22" E 12.86' C64 315.44' 12'29'44" 68.66' S 07'20'22" 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 8.66' C67 1064.65' 01" 13.26' S 82'56'44" E 13.26' C68 24.11' 37'31'56" 15.51' N 77'55'54" 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*33'11" W 34.68' C71 11.32' 37'49'33" 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 70'57'47" W 21.94' C74 84.99' 29*35'18" 43.40' S 04704'27" W 43.89' C75 165.61' 25'56'04" 74.32' S 31'50'08" W 74.96' C76 79.68' 10'17'16" 1 14.29' 1 S 49'56'48" W 1 4.31' C77 232.46' 5'52'42" 23.84' N 73'45'21" W 23.85' C78 269.57' 12'18'28" 57.80' N 701 W 57.91' C79 2143.36' 1'16'56" 47.97' N 65'01'42" W 47.97' C80 318.26' 3'57'04" 21.94' N 67'38'42" W 21.95' DRAWN BY: JNH 15-49-25 ■■ ■ HOLE MONTES '\JNEERSI LANDSCAPE ARCHITECTS I%WNERE I SURVEYORS LINE BEARING DISTANCE L1 S 56*37'10" E 228.04' L2 N 25'38'43" W 15.30' L3 N 201 E 15.08' L4 S 68'29'40" E 8.12' L5 S 67'32'01" E 18.43' L6 S 10'33'01" E 72.69' L7 S 23*11'51" W 61.00' L8 S 23'07'25" W 20.01' L9 N 66'52'35" W 13.21' L10 N 77'29'50" W 397.57' L11 S 75'38'32" W 12.47' *NOT A SURVEY' 950 Encore Way DRAWING N0. Naples, FL. 34110 SKETCH AND LEGAL H 2189 ECT NO. Phone: (239) 254-2000 PROJ2021107 Florida Certificate of BIG CYPRESS - LAKE 9-10 & WETLAN Authorization No.1772 Packet Pg. 570 H:\2021\2021107\SKETCHES\21107 LAKE S&L's R3.dwg 4/25/2023 1.52.58 PM Plotted by. JosephHarm LEGAL DESCRIPTION 16.A.19.d 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 CLUB ESTATES AS RECORDED IN PLAT BOOK 3, PAGE 10 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN S56'37'10"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 N08'37'17"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 CENTRP ANGLE OF 04'20'52" AND BEING SUBTENDED BY A CHORD OF 7.78 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 08'01'06" 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 SUBTENDED 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 BEARING OF N67'47'39"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 N78'11'53"E, FOR AN ARC LENGTH OF 33.50 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 176.09 FEE THROUGH A CENTRAL ANGLE OF 04'45'55" AND BEING SUBTENDED BY A CHORD OF 14.64 FEET AT A BEARING OF N82'42'37"E, FOR AN ARC LENGTH OF 14.6`, 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; HAVIN( 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 N54'01'42"E, 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 37'24'27" 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 27'41'16" 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 FEET, 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 28.74 FEET AT A BEARING OF N24'27'24"E, FOR AN ARC LENGTH OF 29.3E FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 386.76 FEET, THROUGH A CENTRAL ANGLE OF 12'4548" AND BEING SUBTENDED BY A CHORD OF 85.98 FEET AT A BEARING OF NO2'22'45"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 N0934'13"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 SUBTENDED BY A CHORD OF 124.62 FEET AT A BEARING OF N1713'26"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 N17'44'02"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 N18'41'11"E, FOR AN ARC LENGTH OF 48.34 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 15.86 FEET, THROUGH A CENTRAL ANGLE OF 8Z02'26" 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 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 34.9E 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 SUBTENDE[ 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 SO4'16'14"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 50'12'24" 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 0 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 09'36'01" AND BEING SUBTENDED BY A CHORD OF 66.21 FEET AT A BEARING OF N00'40'42"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 A- 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 N0510'27"W, FOR AN ARC LENGTH OF 27.51 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 SUBTENDE[ BY A CHORD OF 33.17 FEET AT A BEARING OF NO2'20'26"W, FOR AN ARC LENGTH OF 33.20 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVII A RADIUS OF 37.90 FEET, THROUGH A CENTRAL ANGLE OF 40'25'34" AND BEING SUBTENDED BY A CHORD OF 26.19 FEET AT A BEARING OF N27'16'00"W, FOF 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 06'18'04" AND BEING SUBTENDED BY A CHORD OF 31.44 FEET AT A BEARING OF N73'48'55"W, 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 67.7 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 SUBTENDE 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 N20'01'36"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 N25'25'27"E, FOR AN ARC LENGTH OF 33.45 FELT; *NOT A SURVEY' DRAWN BY: JNH DATE: 4 25 2023 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 SHEET # of SHEET 3 5 Florida Certificate of SEC-TWN-RGE: 15-49-25 HOLE MONTESN -',JINEERS I LANDSCAPE ARCHITECTS I RINNERS I SURVEYORS Authorization No.1772 ONato] .I_1►U»X0_11 BIG CYPRESS - LAKE 9-10 & WETLANq Packet Pg. 571 H \2021 \2021107\SU7CHES\21107 LAKE S&L's R3.dwg 4/25/2023 1.52.58 PM Plotted by. JosephHorm LEGAL CONTINUED: 16.A.19.d THENCE RUN S68'29'40"E FOR A DISTANCE OF 8.12 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 63.3: FEET, THROUGH A CENTRAL ANGLE OF 18'18'33" AND BEING SUBTENDED BY A CHORD OF 20.15 FEET AT A BEARING OF S89'50'59"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 S82'41'54"E, FOR AN ARC LENGTH OF 18.73 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 N73'34'26"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 565.20 FEET, THROUGH A CENTRAL ANGLE OF 02'48'34" 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 T( 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 S09'53'54"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 S17'35'41"W, FOR AN ARC LENGTH OF 22.54 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; 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 S10'31'14"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 BEARING OF S02'42'16"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 12'25'26" 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 69.53 FEET AT A BEARING OF S01'33'12"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 S21'18'04"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 24'55'24" AND BEING SUBTENDED BY A CHORD OF 41.74 FEET AT A BEARING OF S10'00'49"W, FOR AN ARC LENGTH OF 42.07 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 29.17 FEET, THROUGH A CENTRAL ANGLE OF 6327'22" AND BEING SUBTENDEE BY A CHORD OF 30.68 FEET AT A BEARING OF S34'10'34"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 38'17'41" AND BEING SUBTENDED BY A CHORD OF 25.34 FEET AT A BEARING OF S46'45'24"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 S12'09'42"E, FOR AN ARC LENGTH OF 61.02 FEET, TO A POINT OF COMPOUNE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 43.95 FEET, THROUGH A CENTRAL ANGLE OF 35'37'11" AND BEING SUBTENDED BY A CHORD OF 26.88 FEET Al A BEARING OF S21'05'44"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 S19'27'01"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 S07'43'32"W, FOR AN ARC LENGTH OF 18.05 FEET; THENCE RUN S10'33'01"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" AND BEING SUBTENDED BY A CHORD OF 22.03 FEET AT A BEARING OF S54'56'44"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 72'38'18" AND BEING SUBTENDED BY A CHORD OF 11.00 FEET AT A BEARING OF S43'42'22"E, FOR AN ARC LENGTH OF 11.77 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 117.06 FEET, THROUGH A CENTRAL ANGLE OF 06'17'43" 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 67'30'53" AND BEING SUBTENDED BY A CHORD OF 8.17 FEET AT A BEARING OF S48'49'53"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 S82'56'44"E, 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 37'31'56" AND BEING SUBTENDED BY A CHORD OF 15.51 FEET AT A BEARING OF N77'55'54"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 SUBTENDEE BY A CHORD OF 133.49 FEET AT A BEARING OF S11'58'31"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 S59'15'51"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 21.76 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 BY A CHORD OF 74.32 FEET AT A BEARING OF S31'50'08"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 10'17'16" 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 S23'07'25"W 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: JNH DATE: 4 25 2023 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 SHEET # of SHEET 4 5 Florida Certificate of SEC-TWN-RGE: 15-49-25 HOLE MONTESN -',JINEERS I LANDSCAPE ARCHITECTS I RINNERS I SURVEYORS Authorization No.1772 ONato] .I_1►Ills 1X0-111 BIG CYPRESS - LAKE 9-10 & WETLANq Packet Pg. 572 H.\2021\2021107\SKETCHES\21107 LAKE S&L's R3.dwg 4/25/2023 1.52.58 PM Plotted by. JosephHorm 16.A.19.d LEGAL CONTINUED: TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 269.57 FEET, THROUGH A CENTRAL ANGLE OF 12'18'28" AND BEING SUBTENDED BY A CHORD OF 57.80 FEET AT A BEARING OF N70'32'28"W, 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 01'16'56" 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 N67'38'42"W, FOR AN ARC LENGTH OF 21.95 FEET; THENCE RUN N77'29'50"W FOR A DISTANCE OF 397.57 FEET; THENCE RUN S75'38'32"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 BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING S74'45'48"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY THOMAS M. MURPHY uumw 5628 of STATE OF y m,� �.,.FLORIDA: LS5628 S1mey°` �a STATE OF FLORIDA DRAWN BY: JNH DATE: 4 25 2023 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 SHEET # of SHEET 5 5 Florida Certificate of SEC-TWN-RGE: 15-49-25 HOLE MONTESN -',JINEERS I LANDSCAPE ARCHITECTS I RINNERS I SURVEYORS Authorization No.1772 *NOT A SURVEY' DRAWING N0. SKETCH AND LEGAL " 2189 PROJECT NO. 20 BIG CYPRESS - LAKE 9-10 & WETLANq Packet Pg. Pg.5 573 H.\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 2/8/2023 3.43.06 PM Plotted by. JosephHaim FODO #: 61941800007 'N. 16.A.19.d 'P wZo c�% �oT POINT OF COMMENCEMENT�c� o _ 0//rp pF SOUTHEAST CORNER OF LOT 1, BLOCK 3 'o N 9z Q C ss �OC BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES �(j G' PB 3, PG 103 0 ��� O CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 35.64' 35'47'48" 21.91' N 79'05'44" E 22.27' C2 156.09' 9'43'09" 26.45' S 78'08'47" E 26.48' C3 11.10' 81'34'21" 14.50' S 30'58'42" E 15.80' C4 31.27' 40'42'24" 21.75' S 10*32'44" E 22.22' C5 21.15' 28'18'46" 10.35' S 45'03'18" E 10.45' C6 22.74' 20'17'25" 8.01' S 69'16'38" E 8.05' C7 113.18' 9*46'14" 19.28' S 74*32'14" E 19.30' C8 37.41' 28'08'22" 18.19, S 83*43'18" E 18.37' C9 18.58' 52'44'46" 16.51' N 45'45'44" E 17.11' C10 12.68' 71'39'29" 14.85' S 15'26'42" W 15.86' C11 37.18' 33'20'28" 21.33' S 67'56'40" W 21.64' C12 186.61' 9'35'36" 31.21' S 89'24'42" W 31.25' C13 40.13' 25'15'03" 17.54' N 78'34'02" W 17.69' C14 18.94' 99*56'15" 29.00' N 00*33'15" W 33.03' C15 12.00' 67'21'48" 13.31' N 02'13'30" E 14.11' C16 18.09' 68'23'39" 20.33' N 72'51'49" W 21.59' C17 69.81' 30'49'41" 37.11' S 57'56'03" W 37.56' C18 11.23' 79'53'30" 14.42' S 78'25'24" W 15.66' C19 17.29' 86'47'12" 23.75' N 02-16'18" W 26.19' LINE BEARING DISTANCE L1 S 59'06'42" E 529.88' L2 N 38'07'06" E 30.24' L3 N 42'57'34" E 15.40' L4 N 46'16'24" E 28.66' L5 S 72'31'32" E 34.78' L6 S 59*1O'19" E 26.86' L7 N 77' 10' 19" E 26.88' L8 N 14'36'56" E 4.31' L9 S 73'50'45" E 12.95' L10 S 68'44'34" E 24.24' L11 S 18'24'43" E 27.85' L12 S 22'36'31" E 18.01' L13 N 89'09'42" W 8.69' L14 N 8T48'09" W 30.04' L15 N 85'52'45" W 28.76' L16 N 87'54'32" W 78.05' L17 N 50-28.23" W 29.94' n.■ Z 0 20' 40' 1 " _ (40') v s t� L PROPOSED DRAINAGE Q' C19 EASEMENT t / L / O POINT OF BEGINNING n � c �X C C 14 c0 U 15 U C4 UNPLATTED GOLF LAKE 11 COURSE Ln J J � J 1 J PROPOSED DRAINAGE EASEMENT 1v DRAWN BY: DATE: 950 Encore Way JNH 12 19 2022 Naples, FL. 34110 SHEET # OF SHEET Phone: (239) 254-2000 1 2 Florida Certificate of SEC-TWN-RGE: HOLE MONTESN Authorization No.1772 15 -`„INEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS v v UNPLATTED GOLF COURSE U 00 U r1 (� S U U PROPOSED DRAINAGE s C10 EASEMENT *NOT A SURVEY* y e DRAWING N0. SKETCH AND LEGAL H 2188 PROJECT NO. 2021107 Packet Pg. BIG CYPRESS - LAKE 11 Pg.5 574 H.\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 2/8/2023 3.43.06 PM Plotted by. JosephHorm 16.A.19.d 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 CLUB ESTATES AS RECORDED IN PLAT BOOK 3, PAGE 103 OF THE PUBLIC RECORDS OF COLLIER 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 N42'57'34"E FOR A DISTANCE OF 15.40 FEET; THENCE RUN N46'16'24"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 S78'08'47"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 11.10 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 S10'32'44"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 S45'03'18"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 S69'16'38"E, FOR AN ARC LENGTH OF 8.05 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 113.18 FEET, THROUGH A CENTRAL ANGLE OF 09'46'14" AND BEING SUBTENDED BY A CHORD OF 19.28 FEET AT A BEARING OF S74'32'14"E, FOR AN ARC LENGTH OF 19.30 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; 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 S83'43'18"E, FOR AN ARC LENGTH OF 18.37 FEET; THENCE RUN N77'10'19"E FOR A DISTANCE OF 26.88 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 N14'36'56"E FOR A DISTANCE OF 4.31 FEET; THENCE RUN S73'50'45"E FOR A DISTANCE OF 12.95 FEET; THENCE RUN S68'44'34"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 RADIUS 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 S67'56'40"W, 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 S89'24'42"W, 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 N87'54'32"W 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 99'56'15" AND BEING SUBTENDED BY A CHORD OF 29.00 FEET AT A BEARING OF N00'33'15"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 SUBTENDED BY A CHORD OF 37.11 FEET AT A BEARING OF S57'56'03"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 BY THOMAS M. MURPHY DRAWN BY: DATE: JNH 12 19 2022 SHEET # OF SHEET 2 2 SEC-TWN-RGE: HOLE MONTESN 15-49-25 -`„INEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS :e Qi OF ° a IDA .LS5628y a STATE OF FLORIDA *NOT A SURVEY': 950 Encore Way DRAWING NO. Naples, FL. 34110 SKETCH AND LEGAL H 2188 Phone: (239) 254-2000 PROJECT 2021107 Florida Certificate of BIG CYPRESS - LAKE 11 Authorization No.1772 Packet Pg. 575 H.\2021\2021107\SKETCHES\21107 LAKE S&L's NEW.dwg 4/3/2023 1:58.29 PM Plotted by. JosephHorm FOLIO #: 6194180 16.A.19.d 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 1 1799.28' 2° 17'38" 72.03' N 29* 1 1 '27" W 72.03' C6 1 42.05' 43`54'18" 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' L3 S 86`24'15" E 92.96' L4 N 29° 13' 16" E 12.00' L5 I N 16°20'57" E 38.49' L6 N 01'18'09" W 24.43' L7 N 03°10'52" W 22.36' L8 N 62'32'06" E 17.48' L9 S 87"45' 19" E 18.82' L10 S 76*21 ' 1 1 " E 27.20' -11 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, PG 104 Noy JV LINE OF LOT (BASIS OF BEARING) SOUTH S GOLF 10, BLOCK COUNTRY CLUBI ESTATES, SECTIONA2, pB 3, PG 104 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, BLOCK C, SECTION 2 BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PB 3, PG 104 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 80°47'02" E 29.98' L17 N 09`12'58" W 11.27' L18 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 S 80°47'02" W 30.42' L23 S 1 1 ° 17' 16" E 7.50' L24 S 80°47'02" W 11.98' N vb L9 L10 UNPLATTED 0 20' 40' GOLF COURSE r �I 1 " _ (40') r rn I L3 v N C�9 L24 �O L22 N r �N1b L� L14 w Ln L16 POINT OF W BEGINNING L 12 DRAWN BY: DATE: 950 Encore Way JNH 3 28 2023 Naples, FL. 34110 SHEET # OF SHEET Phone: (239) 254-2000 1 2 Florida Certificate of SEC-TWN-RGE: HOLE MONTESN Authorization No.1772 15-49-25-`„INEERS I L9mSCAPEARCNIIECIS I PLANNFNS I SUNEYORS n� UNPLATTED GOLF COURSE WETLAND-2 (n Ld tO 0o p zq- N Ld vi CD ga c>J � F N w m o a c.>.1 CAI *NOT fASIURVEY y SKETCH AND LEGAL I " G1y4 PROJECT NO. 2021107 Packet Pg. BIG CYPRESS - WETLAND-2 Pg.5 576 H.\2021\2021107\SKETCHES\21107 LAKE S&L's NEW.dwg 4/3/2023 1:58.29 PM Plotted by. JosephHorm 116.A.19.d 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 N83'10'45"E FOR A DISTANCE OF 268.43 FEET TO THE POINT OF BEGINNING: THENCE RUN N11'24'07"W FOR A DISTANCE OF 19.38 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TC 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 N22'22'44"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 N37'42'52"E, 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 S87'45'19"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 COLLIER COUNTY, FLORIDA; THENCE RUN S00'25'31 "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 BEGINNINC 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 N44'25'42"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 N80'56'51 "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 N80'47'02"E FOR A DISTANCE OF 29.98 FEET; THENCE RUN N09'12'58"W FOR A DISTANCE OF 11.27 FEET; THENCE RUN N50'01'17"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 S80'47'02"W FOR A DISTANCE OF 30.42 FEET; THENCE RUN S11'17'16"E FOR A DISTANCE OF 7.50 FEET; THENCE RUN S80'47'02"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 BY THOMAS M. MURPHY DRAWN BY: JNH 1 2 SEC-TWN-RGE: 15-49-25 ■ HOLE MONTESN _`„ NEERS I LUIOSCAPEARCNIIECTS I PLYINFNS I SUNEYORS .. M -• 1" �h�O��'� e..N �6•pAy.G 5628 STATE OF � c ms, FLORIDA �o o� so'. .� a LS5628 kill STATE OF FLORIDA *NOT A SURVEY': 950 Encore Way DRAWING NO. Naples, FL. 34110 SKETCH AND LEGAL H 2194 Phone: (239) 254-2000 PROJ2021107 Florida Certificate of BIG CYPRESS - WETLAND-2 Authorization No.1772 I Packet Pg. 577 H:\2021\2021107\SKETCHES\21107 WORK_KED_EASEMENTSAwg 21812023 2:47:20 PM Plotted by: JosephHorm 16.A.19.d 0 20' 40' \ LAKE 6 1" = 40' \ LAKE 5 DRAWN BY: KED DATE: 12 2022 0 950 Encore Way Naples, FL. 34110 SHEETmm OF SHEET 1 2 Phone: (239) 254-2000 Florida Certificate of SEC-TWN-RGE: 15-49-25 HOLE MONTES' aEaNE4s'ar]<,=E:PWKi'F41F>ISLw+E,X Authorization No.1772 FOLIO #: 61941800007 LOT 17 *NOT A SURVEY* 011,1�ato] iW-11►1Din X0-11011**41l]ON Ia111]\1 SOUTH LAKE 6 DRAINAGE EASEMENT I Packet Pg. 578 H:\2021\2021107\SKETCHES\21107 WORK-KED_ECEMENTS.dwg 21812023 2:47:20 PM Plotted by: JosephHmm 16.A.19.d 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 S09.26'22"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 N00.26'48"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 N00°18'02"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 THOMAS M. MURPHY LS5628 STATE OF FLORIDA DRAWN BY: KED DATE: 12 2022 i 950 Encore Way Naples, FL. 34110 SHEET # OF SHEET J 0Phone: (239) 254-2000 2 2 Florida Certificate of SEC-TWN-RGE: 15-49-25 HOLE MONTESN -',SNEERS I L9mSCAPEARCNIIECIS I PLYINFNS I SUNEYORS Authorization No.1772 .moo°�p�`PS••M M�/��°''��. �: ease ••NU�6P oy'� 5628 o STATE OF Q FLORIDA *NOT A SURVEY* SKETCH AND LEGAL DESCRIPTION SOUTH LAKE 6 DRAINAGE EASEMENTI Packet Pg. 579 H:\2021\2021107\SKETCHES\21107 LAKE DRAINAGE EASEMENTS R1.dwg 412612023 3:05:29 PM Plotted by: dosephHorm FOLIO #: 61941800007 16.A.19.d O 40, LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 1 r_ J LAKE 6 I DRAWN BY:PDATE:JNH Y6SHEET # 1 SEC --TV N—RGE 15-49-25 950 Encore Way Naples, FL. 34110 LE Phone: (239) 254-2000 Florida Certificate of HOLE MONTES Authorization No.1772 : dNEERSI[WSCAPE MCHIIEC-1 I PANE3SISNRVHM *NOT A SURVEY* 03a14:I_1►Ioil 1_1011364i iIaINPI SOUTH LAKE 7 DRAINAGE EASEMENT I Packet Pg. 580 H.\2021\2021107\SKEFCHES\21107 LAKE DRAINAGE EASEMENTS Ri.dwg 4/26/2023 3:05:29 PM Plotted by: JosephHmm 116.A.19.d LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEIN( 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 BOOK 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 f 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 E DISTANCE OF 153.90 FEET; THENCE RUN S00°10'23"E FOR A DISTANCE OF 121.83 FEET; THENCE RUN S02.53'04"E FOf 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 FOf 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 FOf 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 FOf A DISTANCE OF 82.73 FEET; THENCE RUN S77°16'44"W FOR A DISTANCE OF 142.98 FEET; THENCE RUN S74°59'29"V 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"V 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"V FOR A DISTANCE OF 15.06 FEET; THENCE RUN S88.36'33"E FOR A DISTANCE OF 35.89 FEET; THENCE RUN N81.24'33"1 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"f 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 "V FOR A DISTANCE OF 3.72 FEET; THENCE RUN NO2°53'04"W FOR A DISTANCE OF 124.37 FEET; THENCE RUN N00°10'23"V FOR A DISTANCE OF 121.62 FEET; THENCE RUN NO3.57'19"W FOR A DISTANCE OF 154.44 FEET; THENCE RUP NO3'47'23"E FOR A DISTANCE OF 95.85 FEET; THENCE RUN N11'35'54"E FOR A DISTANCE OF 58.69 FEET; THENCE RUP 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 THOMAS M. MURPHY LS5628 STATE OF FLORIDA DRAWN BY: DATE: 950 Encore Way KED JNH 4 26 2023 Naples, FL. 34110 SHEET # of SHEET Phone: (239) 254-2000 2 2 Florida Certificate of SEC-TWN-RGE: HOLE MONTESN Authorization No.1772 15-49-25-\JNEERS I LANDSCAPE ARCHITECTS I RINNERS I SURVEYORS 5628 o STATE OF s '•. FLORIDA *NOT A SURVEY* SOUTH LAKE 7 DRAINAGE EASEMENT I Packet Pg. 581 H:\2021\2021107\SKETCHES\21107 WORK_KED_EASEMENTSAwg 21812023 2:47:20 PM Plotted by: JosephHorm N FOLIO #: 61941800007 O 1 5' 30, 1" = 30' LAKE 7 DRAWN BY: DATE: KED 1 12 1 2 SEC-TWN-RGE: 15-49-25 00- LOT 9 EXISTING 10' EASEMENT LOT 8 BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, PB. 3, PG 104 'AB �� POINT OF BEGINNING POINT OF COMMENCEMENT SW CORNER, LOT 8, BLOCK 'A' BIG CYPRESS GOLF & COUNTRY CLUB ESTATES, 15' 2 SECTION 2, PB. 3, PG. 104 o� LOT 7 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' 16.A.19.d *NOT A SURVEY*: 950 Encore Way DRAWING N0. Naples, FL. . 110 SKETCH AND LEGAL DESCRIPTION PROJECT N0.H-2173 DomPhone: (239) 254-2000 2021.107 Florida certificate of NORTH LAKE 7 DRAINAGE EASEMENT HOLE MONTES' Authorization No.1772 Packet Pg. 582 H:\2021\2021107\SKETCHES\21107 WORK-KED_ECEMENTS.dwg 21812023 2:47:20 PM Plotted by: JosephHmm 16.A.19.d 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 THOMAS M. MURPHY LS5628 STATE OF FLORIDA DRAWN BY: KED DATE: 12 2022 i J 0Phone: 950 Encore Way Naples, FL. 34110 SHEET # OF SHEET 2 2 (239) 254-2000 Florida Certificate of SEC-TWN-RGE: 15-49-25 HOLE MONTESN -',SNEERS I L9mSCAPEARCNIIECIS I PLYINFNS I SUNEYORS Authorization No.1772 ,moo°���`PS••M �� • • • e,,Se ..N4*1,*5%*6.•AyZ :v P 5628 o STATE OF Q s • FLORIDA ....... • Oda ,`per SurveY0. *NOT A SURVEY* 61,14a1 Iff-3a110WWII fl *104 Nla Iffl E NORTH LAKE 7 DRAINAGE EASEMENT I Packet Pg. 583 H:\2021\2021107\SKETCHES\21107 WORK_KED_EASEMENTSAwg 21812023 2:47:20 PM Plotted by: JosephHorm FOLIO #: 61941800007 16.A.19.d NUIN I Ur GUMMLNGLMLN 1 SE CORNER, LOT 10, BLOCK 'C' BIG CYPRESS GOLF & COUNTRY CLUB ESTATES, SECTION 2, PB. 3, PG. 104 LINE BEARING DISTANCE L1 N 06°59'42" W 15.00' L2 N 83*00' 18" E 5.83' L3 S 65°59'55" E 124.83' L4 S 20.23'04" W 15.03' L5 N 65°59'55" W 121 .61 ' L6 S 83*00' 18" W 1 .67' DRAWN BY: KED DATE: 12 2022 m 950 Encore Way Naples, FL. 341 10 SHEET OF SHEET 1 2 Phone: (239) 254-2000 Florida Certificate of SEC-TWN-RGE: 15-49-25 HOLE MONTES' aEaNE4s'ar]<,=E:PWKi'F41F>ISLw+E,X Authorization No.1772 0 15' 1" = 30' i 207.13' *NOT A SURVEY* 011,1�ato] iW-11►1Din X0-11011**111l]ON Ia111]\1 WEST LAKE 8 DRAINAGE EASEMENT Packet Pg. 584 H:\2021\2021107\SKETCHES\21107 WORK-KED_ECEMENTS.dwg 21812023 2:47:20 PM Plotted by: JosephHmm 16.A.19.d 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' N06°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 THOMAS M. MURPHY LS5628 STATE OF FLORIDA 5628 o STATE OF Q •'•. FLORIDA *NOT A SURVEY* DRAWN BY: DRAWING NO. KED H-2196 SKETCH AND LEGAL DESCRIPTION PR0202N0107 WEST LAKE 8 DRAINAGE EASEMENT Packet Pg. 585 DATE: 12 2022 ■■ 950 Encore Way Naples, FL. 34110 SHEET # OF SHEET Phone:(239) 254-2000 2 2 - Florida Certificate of SEC-TWN-RGE: 15 HOLE MONTESN -',SNEERS I L9mSCAPEARCNIIECIS I PLYINFNS I SUNEYORS Authorization No.1772 H:\2021\2021107\SKETCHES\21107 WORK_KED_EASEMENTSAwg 21812023 1:57:33 PM Plotted by: JosephHorm 16.A.19.d FOLIO #: 61941800007 L POINT OF COMMENCEMENT SE CORNER, LOT 12, BLOCK III BIG CYPRESS GOLF & COUNTRY CLUB ESTATES, PB. 3, PG. 103 LINE BEARING DISTANCE L1 N 23°47'32" E 17.43' L2 N 83° 19'00" E 68.39' L3 S 75°46'30" E 59.71' L4 S 20°01 '36" W 15.08' L5 N 75°46'30" W 55.56' L6 S 83° 15'36" W 74.34' DRAWN BY: KED DATE: 12 2022 m 950 Encore Way Naples, FL. 341 10 SHEET OF SHEET 1 2 Phone: (239) 254-2000 Florida Certificate of SEC—TWN—RGE: 15-49-25 HOLE MONTES' aEaNE4s'ar]<,=E:PWKi'F41F>ISLw+E,X Authorization No.1772 0 15' 1" = 30' LAKE 9 *NOT A SURVEY* WEST LAKE 9 DRAINAGE EASEMENT Packet Pg. 586 H:\2021\2021107\SKETCHES\21107 WORK-KED_ECEMENTS.dwg 21812023 1:5703 PM Plotted by: JosephHmm 16.A.19.d I�xel:1�17�.Yy:�I�1NP►A 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, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N23'47'32"E ALONG THE EAST LINE OF SAID BLOCK III FOR A DISTANCE OF 56.25 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE ALONG SAID BLOCK III 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 LS5628 STATE OF FLORIDA DRAWN BY: KED DATE: 12 2022 i 950 Encore Way Naples, FL. 34110 SHEET # OF SHEET J 0Phone: (239) 254-2000 1 2 Florida Certificate of SEC-TWN-RGE: 15-49-25 HOLE MONTESN -',SNEERS I L9mSCAPEARCNIIECIS I PLYINFNS I SUNEYORS Authorization No.1772 a : e�$e "N��, • Oy s 5628 o STATE OF Q FLORIDA *NOT A SURVEY* SKETCH AND LEGAL DESCRIPTION WEST LAKE 9 DRAINAGE EASEMENT I Packet Pg. 587 H:\2021\2021107\SKETCHES\21107 WORK_KED_EASEMENTS.dwg 21812023 1:57:33 PM Plotted by: dosephHorm 16.A.19.d FOLIO #: 61941800007 LOT 2 0 au LAKE 10 a \ / L LOT 1 BLOCK III BIG CYPRESS %� WETLAND-1 ° a' GOLF & COUNTRY CLUB i s ESTATES, PB. 3, PG. 103 j i 1" = 10, i c w E S>p• 1 / a: "W 4 6 F m S `S 4F gEpR\1 \ FBAs \ POINT OF COMMENCEMENT SE CORNER, LOT 1, BLOCK III BIG CYPRESS GOLF & COUNTRY CLUB ESTATES, PB. 3, PG. 103 LEGAL DESCRIPTION: POINT nF LAKE 11 1 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 RUI` 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 II\ PLAT BOOK 3, PAGE 103, AS BEING S74°45'48"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 1.9 THOMAS M. MURPHY LS5628 STATE OF FLORIDA DRAWN BY: KED DATE: 12 2022 - 0 950 Encore Way Naples, FL. 34110 SHEET OF SHEET 1 Phone: (239) 254-2000 =_ Florida Certificate of SEC-TWN-RGE: 15-49-25 HOLE MONTES P:3��:NI ZMPE3K-RTS FL41NP<I&9r'-�ortt Authorization No.1772 o°°BPS M. ease N�,h6 5628 a STATE OF Q s FLORIDA ' .'�Q sue' .• S •Survey oC••,��a��,` *NOT A SURVEY* SKETCH AND LEGAL DESCRIPTION SOUTH LAKE 10 DRAINAGE EASEMEN 11 Packet Pg. 588 H:\2021\2021107\SKETCHES\21107 LAKE DRAINAGE EASEMENTS R1.dwg 5/2/2023 11:13:46 AM Plotted by: JosephHorm LOT 2 LOT 1 BLOCK III BIG CYPRESS GOLF & COUNTRY CLUB ESTATES, PB. 3, PG. 103 S 6g 3g , S03D.4. POINT OF COMMENCEMEN- SE CORNER, LOT 1, BLOCK III BIG CYPRESS GOLF & COUNTRY CLUB ESTATES, PB. 3, PG. 103 FOLIO #: 61941800007 16.A.19.1 w c cu s L O 5' 1 C d s LAKE 10 1" _ 10, w WETLAND-1 s= POINT OF l' -1 LAKE 11 J J LINE BEARING DISTANCE L1 S 77°29'50" E 15.17' L2 S 03°55'47" W 18.09' L3 N 03°55'47" E 20.16' CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 156.09' 2°45'42" 7.52' N 81°37'31" W 7.52' C2 41.36' 10*25'08" 7.51' N 89°03'28" W 7.52' DRAWN BY: KED/JNH 15-49-25 *NOT A SURVEY*: 950 Encore Way DRAWING NO. —imNaples, FL. 34110 SKETCH AND LEGAL DESCRIPTION PROJECT N01. .219.. E Phone: (239) 254-2000 PROJECT NO 07 Florida Certificate of SOUTH LAKE 10 DRAINAGE EASEMENT HOLE MONTES Authorization No.1772 Packet Pg. 589 QNEERS I [WSCAPE,NCHIIEC-a I PANNE 3SISNRINF9 H.\2021\2021107\SKEFCHES\21107 LAKE DRAINAGE EASEMENTS Ri.dwg 5/2/2023 11:13:46 AM Plotted by: JosephHorm FOLIO #: 61941800007 16.A.19.d 1X0.11ED]*•1111k,412 04 I 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 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 Ik PLAT BOOK 3, PAGE 103, AS BEING S74.45'48"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 THOMAS M. MURPHY LS5628 STATE OF FLORIDA DRAWN BY: DATE: 950 Encore Way KED JNH 4 26 2023 Naples, FL. 34110 SHEET # of SHEET Phone: (239) 254-2000 Florida Certificate of SEC-TWN-RGE: HOLE MONTESN Authorization No.1772 15-49-25-\JNEERS I LANDSCAPE ARCHITECTS I RINNERS I SURVEYORS a u 111 u u 1 n,,,,����o rJ ^: 562s o STATE OF Q FLORIDA Q Vo ,,i eyU% *NOT A SURVEY* 61N310lin, I_P 1101: WTI m11]W' I a I W E SOUTH LAKE 10 DRAINAGE EASEMENT I Packet Pg. 590 H:\2021\2021107\SKETCHES\21107 WORK_KED_EASEMENTS.dwg 21812023 1:57:33 PM Plotted by: JosephHorm FOLIO #: 61941800007 LOT 1 BLOCK 1[1 BIG CYPRESS GOLF & COUNTRY CLUB ESTATES, PB. 3, PG. 103 lj�j 0 A° q5 4aR\N�i �gP POINT OF COMMENCEMENT SW �J LOCK III BIG CYPRESS ESS GOLF NER, LOT 1 & BCOUNTRY CLUB ESTATES, PB. 3, PG. 103 POINT OF I/ BEGINNING <j \ L2 L6 LINE BEARING DISTANCE L1 S 41 °53'00" E 39.52' L2 S 87°09'02" E 147.71 ' L3 N 75°38'32" E 178.90' L4 S 25°38'43" E 15.30' L5 S 75°38'32" W 184.16' L6 N 87°09'02" W 156.23' L7 N 41 °53'00" W 46.63' L8 N 51 °23'23" E 15.02' 16.A.19.d w C cu L O 25E C d s 1" = 50' GOLF COURSE i i WETLAND-1 i I I 1 k_3 \_5 GOLF COURSE Z CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 279.48' 12*57'40" 63.09' S 26°36'55" W 63.22' C2 153.45' 17' 17'25" 46.13' S 41 °44'27" W 46.31 ' DRAWN BY: DATE: 950 Encore Way KED 12 2022 Naples, FL. 34110 SHEET # OF SHEET Phone: (239) 254-2000 1 2 Florida Certificate of SEC-TWN-RGE: HOLE MONTES Authorization No.1772 15-49-25 aaNE s'ar],,=E:PWK''F41FHISLw;E,X *NOT A SURVEY*: DRAWING N0. SKETCH AND LEGAL DESCRIPTION H-21-i PROJECT NO. WEST WETLAND 1 DRAINAGE EASEMEN 2021.107 Packet Pg. 591 H:\2021\2021107\SKETCHES\21107 WORK-KED_ECEMENTS.dwg 21812023 1:5703 PM Plotted by: JosephHmm 16.A.19.d 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°09'02"E FOR A DISTANCE OF 147.71 FEET; THENCE RUN N75.38'32"E FOR A DISTANCE OF 178.90 FEET; THENCE RUN S25°38'43"E FOR A DISTANCE OF 15.30 FEET; THENCE RUN S75.38'32"W FOR A DISTANCE OF 184.16 FEET; THENCE RUN N87.09'02"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 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 THOMAS M. MURPHY LS5628 STATE OF FLORIDA DRAWN BY: 950 Encore Way KED Naples, FL. 34110 (239) 254-2000 Florida Certificate of Authorization No.1772 DATE: 12 2022 i J 0Phone: SHEET # OF SHEET 2 2 SEC-TWN-RGE: 15-49-25 HOLE MONTESN -',SNEERS I L9mSCAPEARCNIIECIS I PLYINFNS I SUNEYORS ,/\�. v e�$e .•NU�6P �y� 5628 o STATE OF FLORIDA � •''••......•••'' �a °! rveirY..1.1011 *NOT A SURVEY* SKETCH AND LEGAL DESCRIPTION WEST WETLAND 1 DRAINAGE EASEMENJ Packet Pg. 592 16.A.19.e Agreement Exhibit D 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 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.) 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 Ln 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) Packet Pg. 593 16.A.19.e 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, INC., a Florida not for profit corporation, on behalf of the company, who: identity. is personally known to me OR produced (affix notarial seal) (Signature of Notary Public) (Print Name of Notary Public) Serial / Commission # (if any): My Commission Expires: Approved as to form and legality: DEREK P. PERRY, ESQ. Assistant County Attorney proof of v N N Last Revised: 10/15/10 Packet Pg. 594 H:\2021\2021107\SKETCHES\21107 BOUNDARY EASEMEMS Sk's.dwg 21812023 2.57:48 PM Plotted by. JosephHorm 16.A.19.e N 0 15' 1 " _ (30' LINE L1 L2 L3 L4 L5 LL.I to DRAWN BY: D JNH 1 1 1 2 SEC-TWIN-RGE: 15-49-25 Exhibit A (BASIS OF BEARING) SOUTH LINE OF SECTION 15 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 om, L;Florida Certificate of HOLE MONTES Authorization No.1772 FOLIO #: 61941800007 *NOT A SURVEY* MIX ato] anWINIDIM 11X0-111 BIG CYPRESS — EAST T.C.E. I Packet Pg. 595 H.\2021\2021107\SKETCHES\21107 BOUNDARY EASEMENTS S&L's.dwg 2/8/2023 2.57.48 PM Plotted by: JosephHorm 16.A.19.e 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 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 BEGINNING; 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 S03'00'06"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 N89'18'35"E HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY THOMAS M. MURPHY DRAWN BY: JNH SEC-TWN-RGE: 15-49-25 2022 N ET 2 HOLE MONTESN _`„ NEERS I LUIOSCAPEARCNIIECTS I PLYINFNS I SUNEYORS .oI.- M. 40''.. ••N°�� 5628 STATE OF a , FLORIDA boa; J'/ LS5628 �''- 0/ Surveyor STATE OF FLORIDA �n# sti"'���� 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 *NOT A SURVEY* BIG CYPRESS - EAST T.C.E. I Packet Pg. 596 H:\2021\2021107\SKETCHES\21107 LAKE DRAINAGE EASEMENTS R1.dwg 5/2/2023 11:20:10 AM Plotted by: JosephHorm FOLIO #: 61941800007 POINT OF xll�\'/o BEGINNING V-. 0 25' 50' 1" = 50' 00 GOLF COURSE F MA 16.A.19.e 10 `C, re yr itre IQ POINT OF �J COMMENCEMENT s SE CORNER, LOT 1, BLOCK III s BIG CYPRESS GOLF & COUNTRY i CLUB ESTATES, PB. 3, PG. 103 c LINE BEARING DISTANCE L1 S 53*42' 1 7" W 217.33' L2 S 41°53'00" E 46.63' L3 S 87°09'02" E 156.23' L4 N 75'38'32" E 196.64' L5 S 03°55'47" W 20.16' L6 S 46°16'24" W 3.50' L7 S 75°38'32" W 193.91 ' L8 N 8TO9'02" W 173.28' L9 N 41'53'00" W 60.91' L10 N 51'30'02" E 30.05' CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 35.63' 23°42'35" 14.64' S 73°03'02" W 14.74' *NOT A SURVEY* DRAWN BY: DATE: KED/JNH 1 4/26/2023 15-49-25 950 Encore Way [DRAWING NO.Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION ROJECT NO E Phone: (239) 254-2000 JECT NO1. 07 Florida Certificate of WEST WETLAND 1 DRAINAGE EASEMEN HOLE MONTES Authorization No.1772 Packet Pg. 597 bWEEfS 11AV04.A4E,NCHIIEC"° I PANNE dS1MVH"JF9 H:\2021\2021107\SKETCHES\21107 LAKE DRAINAGE EASEMENTS Ri.dwg 5/2/2023 11.20:10 AM Plotted by: JosephHorm 116.A.19.e 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 S75°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 RECORDED IN PLAT BOOK 3, PAGE 103, AS BEING S42.19'39"W HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 DRAWN BY: KEDJNH 15-49-25 THOMAS M. MURPHY 2023 0 1 Ef 0 2 HOLE MONTESN \JNEERSI LANDSCAPE ARCHITECTS I RINNERS I SURVEYORS LS5628 STATE OF FLORIDA 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 5628 o STATE OF Q •'•. FLORIDA %,ems%� ••.......•••'� �a ,'''�i��/•-Sur veIO..O001 *NOT A 0 N a0]anI_1►1111X�1_1fl *04m IM11 AS v c.� m E z c� SURVEY* a WEST WETLAND 1 DRAINAGE EASEMENJ Packet Pg. 598 16.A.19.f Agreement Exhibit E 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.) 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 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 E terminate two (2) years therefrom. C u d 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 N condition. z tU U WITNESSES: GRANTOR: d E d THE COUNTRY CLUB OF NAPLES, INC., w a Florida not for profit corporation c .5 t By: (Signature) DAVID REIF, President c°� Z L O (Print Name)0. E d w (Signature) s x w (Print Name) E tv Packet Pg. 599 16.A.19.f 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, INC., a Florida not for profit corporation, on behalf of the company, who: identity. is personally known to me OR produced (affix notarial seal) (Signature of Notary Public) (Print Name of Notary Public) Serial / Commission # (if any): My Commission Expires: Approved as to form and legality: DEREK P. PERRY, ESQ. Assistant County Attorney proof of W v N N Z tU U c d E m w w C O .5 7 t N C O U R L O O. E d w s x w c d E s �a Q Last Revised: 10/15/10 2 Packet Pg. 600 H:\2021\2021107\SKETCHES\21107 BOUNDARY EASEMENTS SkL's NEW.dwg J1281202J 2:04:30 PN PloNed by.- JosephHami FOLIO #: 61941800007 Exhibit A 16.A.19.f pFA�S�P 6G GGJ �G� P G C�o� Gi y� POINT OF 'Z�G G� zQ BEGINNING POINT OF COMMENCEMENT MOST SOUTHEASTERLY CORNER OF BURNING TREE DRIVE, 60' WIDE RIGHT-OF-WAY OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PB 3, PG 103 0 40' 80' 1 = (80') DRAWN BY: JNH DATE: 3 28 2023 m 950 Encore Way Naples, FL. 34110 SHEET OF SHEET 2 1m� Phone: (239) 254-2000 Florida Certificate of SEC-TWN-RGE: 15-49-25 HOLE MONTES' a�NE s'ar.<,:a=e:PWKi'F41FHISLw+ FS Authorization No.1772 LINE BEARING DISTANCE L1 N 03°06'05" E 22.16' L2 N 03°06'05" E 10.02' L3 N 00°41'25" W 2.00' L4 S 00°41'25" E 10.00' L5 S 00°41'25" E 2.00' 11� *NOT A SURVEY* DRAWING Ni SKETCH AND LEGAL " 2: PROJECT M 2021 a BIG CYPRESS -SOUTH T.C.E. #2 packet pg. 601 H.\2021\2021107\SKETCHES\21107 BOUNDARY EASEMEWS S&L's NEW.dwg 312812023 2.04:30 PM Plotted by. JosephHorm 16.A.191 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 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, THENCE RUN NO3'06'05"E FOR A DISTANCE OF 22.16 FEET; TO THE POINT OF BEGINNING; THENCE CONTINUE NO3'06'05"E FOR A DISTANCE OF 10.02 FEET; THENCE RUN N89'18'35"E FOR A DISTANCE OF 331.89 FEET; THENCE RUN N00'41'25"W FOR A DISTANCE OF 2.00 FEET; THENCE RUN N89'18'35"E FOR A DISTANCE OF 354.10 FEET; THENCE RUN S00'41'25"E FOR A DISTANCE OF 10.00 FEET; THENCE RUN S89'18'35"W FOR A DISTANCE OF 344.10 FEET; THENCE RUN S00'41'25"E FOR A DISTANCE OF 2.00 FEET; THENCE RUN S89'18'35"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 LB 1772 BY THOMAS M. MURPHY DRAWN BY: JNH SEC-TWN-RGE: 15-49-25 2023 N o ET 2 HOLE MONTESN _`„ NEERS I LUIOSCAPEARCNIIECTS I PLYINFNS I SUNEYORS PS M 'Lf(� ����•�e�Se..N�.i6'p,Oy.,C, ss28 =ma's o STATE OF m %., FLORIDA ,� �o ms. . LS5628 ry,,Oo°onnu�unu�,o�° STATE OF FLORIDA 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 *NOT A SURVEY* MNa[111I_1►Ills 1X0-111 BIG CYPRESS - SOUTH T.C.E. #2 1 Packet Pg. 602 16.A.19.g Agreement Exhibit F PROJECT: 60102 — Upper Gordon River Channel Improvements PARCEL NO: 88888-177ROE 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 Licensor's 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 so 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 NAPLES, INC., a Florida not for profit corporation By: (Signature) DAVID REIF, President (Print Name) (Signature) (Print Name) NOTARY BLOCK APPEARS ON THE FOLLOWING PAGE W v LO Z U U Z c w 0 t rn U- Q X X W C d L V a Packet Pg. 603 16.A.19.g The foregoing License and Right of Entry was acknowledged before me by means of ❑ physical presence or ❑ online notarization this day of 12023, 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 as proof of identity (affix notarial seal) (Signature of Notary Public) (Print Name of Notary Public) Serial / Commission # (if any): My Commission Expires: Approved as to form and legality: DEREK P. PERRY, ESQ. 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