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Agenda 11/09/2021 Item #16A 6 (Final Plat - Isles of Collier Preserve Phase 16)11/09/2021 EXECUTIVE SUMMARY This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of Isles of Collier Preserve Phase 16 (Application Number PL20210000695) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. _____________________________________________________________________________________ OBJECTIVE: To have the Board of County Commissioners ("Board") approve for recording the final plat of Isles of Collier Preserve Phase 16, a subdivision of lands located in Section 23, Township 50 South, Range 25 East, Collier County, Florida, in accordance with the LDC Section 10.02.04.B.4. This procedure allows for the Board to approve the plat and associated construction documents for construction purposes and recording purposes concurrently. CONSIDERATIONS: The Development Review Division of the Growth Management Department has completed the review of the construction drawings, specifications, and final plat of Isles of Collier Preserve Phase 16. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Sabal Bay MPUD, Ord. 2005-59, as amended. All fees have been paid. Security in the amount of 10% of the total cost of the required improvements, and 100% of the cost of any remaining improvements, together with a Construction and Maintenance Agreement for Subdivision Improvements, shall be provided and accepted by the County Manager or his designee and the County Attorney’s office prior to the recording of the final plat. This procedure is in conformance with Section 10.02.04 F.2 of the Land Development Code. The Development Review Division recommends that the final plat of Collier Preserve Phase 16 be approved for recording. FISCAL IMPACT: The project cost is $3,571,470.75 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water (City of Naples) $ 559,319.00 b) Sewer $ 795,534.00 c) Drainage, Paving, Grading $2,216,617.75 The Security amount, equal to 110% of the project cost, is $3,928,617.83 The County will realize revenues as follows: Fund: Growth Management Fund 131 Agency: County Manager Cost Center: 138327 -- Land Development Services Revenue generated by this project: Total: $91,639.56 16.A.6 Packet Pg. 240 11/09/2021 The Fees are based on a construction estimate of $3,012,151.75 (does not include City of Naples Utilities - potable water), and were paid in May, 2021. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,275.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) $ 5,966.51 c) Drainage, Paving, Grading (.75% const. est.) $ 16,624.63 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) $ 17,899.52 e) Drainage, Paving, Grading (2.25% const. est.) $ 49,873.90 GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public Facilities (COA) prior to the issuance of the construction plan final approval letter and plat recordation, except when the applicant elects to delay obtaining a COA for non-residential developments that are required to obtain approval of a site development plan prior to the issuance of a building permit. LEGAL CONSIDERATIONS: The applicant is requesting approval of the final subdivision plat and construction and maintenance agreement. The Board shall consider the County Manager or designee’s recommendation and shall take evidence and testimony in regard to the final subdivision plat requirements identified in LDC sections 10.02.04 B, 10.02.04 C, and other provisions of the LDC, as well as Chapter 177, Florida Statutes. If the Board denies or places conditions on the final subdivision plat, it shall state reasons for such denial or conditions. In accordance with the LDC, the applicant is required to submit the final subdivision plat to the County Manager or designee for recording within 18 months of the date of approval of the final subdivision plat by the Board. However, following approval by the Board, but prior to recordation, the County Manager or designee may approve minor insubstantial changes to the subdivision plat, and the Board may approve any changes that are not minor and insubstantial. This item has been approved as to form and legality, and requires a majority vote for Board approval. -- DDP RECOMMENDATION: To endorse staff’s recommendation to approve the final plat of Isles of Collier Preserve Phase 16 (Application Number PL20210000695) for recording with the following stipulations: 1. Approve the amount of $3,928,617.83 as performance security for the required improvements; or such lesser amount based on work completed, and as is approved by the Growth Management Department. 2. Approve the standard form Construction and Maintenance Agreement and direct the County Manager or his designee: a. To withhold Certificates of Occupancy until the required improvements have received preliminary acceptance. b. To delay recording of the plat until suitable security and an appropriate Construction and Maintenance Agreement is approved and accepted by the County Attorney’s office and the Board of County Commissioners or the County Manager or his designee on behalf of the Board pursuant to Section 10.02.04 F.2 of the Land Development Code. Prepared by: Lucia S. Martin, Associate Project Manager, Development Review Division 16.A.6 Packet Pg. 241 11/09/2021 ATTACHMENT(S) 1. Location Map (PDF) 2. Opinion of Probable Cost (PDF) 3. Plat Map (PDF) 16.A.6 Packet Pg. 242 11/09/2021 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.6 Doc ID: 20231 Item Summary: This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of Isles of Collier Preserve Phase 16 (Application Number PL20210000695) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 11/09/2021 Prepared by: Title: Technician – Growth Management Development Review Name: Lucia Martin 09/30/2021 3:33 PM Submitted by: Title: Environmental Specialist – Growth Management Department Name: Jaime Cook 09/30/2021 3:33 PM Approved By: Review: Growth Management Department Lissett DeLaRosa Growth Management Department Completed 09/30/2021 3:39 PM Growth Management Operations & Regulatory Management Kenneth Kovensky Additional Reviewer Completed 09/30/2021 5:26 PM Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 10/04/2021 4:03 PM Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 10/07/2021 1:44 PM Growth Management Department Jaime Cook Additional Reviewer Completed 10/11/2021 11:14 AM Growth Management Department Trinity Scott Transportation Skipped 10/01/2021 10:59 AM Growth Management Department James C French Growth Management Completed 10/11/2021 5:02 PM County Attorney's Office Derek D. Perry Level 2 Attorney Review Completed 10/19/2021 11:15 AM Office of Management and Budget Laura Wells Level 3 OMB Gatekeeper Review Completed 10/19/2021 11:19 AM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 10/19/2021 11:32 AM Office of Management and Budget Laura Zautcke Additional Reviewer Completed 10/21/2021 5:27 PM County Manager's Office Amy Patterson Level 4 County Manager Review Completed 10/29/2021 4:50 PM Board of County Commissioners Geoffrey Willig Meeting Pending 11/09/2021 9:00 AM 16.A.6 Packet Pg. 243 THE ISLES OF COLLIER PRESERVE PHASE 16 LOCATION MAP 16.A.6.a Packet Pg. 244 Attachment: Location Map (20231 : Final Plat - Isles of Collier Preserve Phase 16) Page 1 of 5 ITEM NO.DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT I.EARTHWORK 110-1 Erosion Control 1 LS $55,000.00 $55,000.00 575-1 Natural Grass & Sodding 38,000 SY $2.40 $91,200.00 A.Retaining Wall (1.5' Height)1,100 LF $160.00 $176,000.00 B.Retaining Wall (3'-4' Height)333 LF $350.00 $116,550.00 $438,750.00 II.ROADWAY 160-1 Type "B" Stabilization (12")20,504 SY $2.25 $46,134.00 200-1 Limerock Base w/Prime Coat (6")15,787 SY $11.00 $173,657.00 331-1 Asphalt Concrete Type S-III 1" (1st Lift)15,787 SY $5.75 $90,775.25 331-2 Asphalt Concrete Type S-III 3/4" (Final Lift) 15,787 SY $6.00 $94,722.00 331-3 Brick Pavers 60 SY $80.00 $4,800.00 520-1 Valley Gutter (2' Wide)8,072 LF $11.50 $92,828.00 520-2 Type "F" Curb 3,787 LF $15.00 $56,805.00 520-3 Type "A" Curb 569 LF $14.50 $8,250.50 520-4 8" Ribbon Curb 73 LF $18.00 $1,314.00 522-1 4" Thick Concrete Sidewalk / Path 7,926 SY $33.00 $261,558.00 522-2 ADA Ramps w/ Detectable Warning 11 EA $650.00 $7,150.00 522-3 6" Plain Concrete (Lift Station Driveway)36 SY $58.00 $2,088.00 700-1 Signing and Pavement Markings 1 LS $8,500.00 $8,500.00 715-1 Conduit Crossing 1,100 LF $5.00 $5,500.00 Plat Bond Isles of Collier Preserve Phase 16 SUB-TOTAL: ENGINEER'S OPINION OF PROBABLE COST for the construction of May 17, 2021 16.A.6.b Packet Pg. 245 Attachment: Opinion of Probable Cost (20231 : Final Plat - Isles of Collier Preserve Phase 16) Page 2 of 5 ITEM NO.DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT $854,081.75 III.DRAINAGE 425-1 Valley Gutter Inlet 17 EA $4,800.00 $81,600.00 425-2 Type "C" Inlet 1 EA $3,000.00 $3,000.00 425-3 Type "9" Inlet 7 EA $4,000.00 $28,000.00 425-4 Type "H" Inlet 2 EA $6,500.00 $13,000.00 425-5 Type "E" Inlet 2 EA $3,800.00 $7,600.00 425-6 18" Endwall 1 EA $1,800.00 $1,800.00 425-7 24" Endwall 4 EA $2,300.00 $9,200.00 425-8 36" Endwall 3 EA $2,900.00 $8,700.00 425-10 30" ADS Flared End Section 1 EA $1,200.00 $1,200.00 430-1 18" RCP Storm Sewer 614 LF $50.00 $30,700.00 430-2 24" RCP Storm Sewer 2,841 LF $65.00 $184,665.00 430-3 30" RCP Storm Sewer 418 LF $87.00 $36,366.00 430-4 36" RCP Storm Sewer 756 LF $138.00 $104,328.00 430-5 12" ADS Storm Drain 219 LF $26.00 $5,694.00 430-6 18" ADS Storm Drain 559 LF $35.00 $19,565.00 430-7 24" ADS Storm Drain 668 LF $48.00 $32,064.00 430-8 30" ADS Storm Drain 298 LF $70.00 $20,860.00 430-9 Junction Box 8 EA.$4,100.00 $32,800.00 430-10 Yard Drain 11 EA $1,400.00 $15,400.00 530-1 Rip Rap (6"-8")42 SY $115.00 $4,830.00 $641,372.00 IV. A.10" DR-18 PVC Watermain 2,597 LF $53.00 $137,641.00 B.10" Gate Valve 8 EA $2,500.00 $20,000.00 C.12" DR-18 PVC Watermain 3,256 LF $62.00 $201,872.00 SUB-TOTAL: SUB-TOTAL: WATERLINE AND ACCESSORIES 16.A.6.b Packet Pg. 246 Attachment: Opinion of Probable Cost (20231 : Final Plat - Isles of Collier Preserve Phase 16) Page 3 of 5 ITEM NO.DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT D.12" DR-14 PVC Watermain 74 LF $69.00 $5,106.00 E.12" Gate Valve 3 EA $3,200.00 $9,600.00 F.Fire Hydrant Assembly 16 EA $6,100.00 $97,600.00 G.Single Water Service 30 EA $1,300.00 $39,000.00 H. Double Water Service 16 EA $1,400.00 $22,400.00 I.Permanent Bacteriological Sample Point 1 EA $2,100.00 $2,100.00 J.Temporary Bacteriological Sample Point 3 EA $1,000.00 $3,000.00 K.Permanent Automatic Flushing Device 2 EA $10,500.00 $21,000.00 $559,319.00 V. A.8" SDR 26 Sanitary Sewer 3,695 LF $60.00 $221,700.00 B.4" DR-18 PVC Forcemain 1,822 LF $29.00 $52,838.00 C.4" DR-14 PVC Forcemain 53 LF $32.00 $1,696.00 D.4" Plug Valve 1 EA $1,800.00 $1,800.00 E.4' Sanitary Manhole 18 EA $9,200.00 $165,600.00 F.6" Sewer Service (Single)15 EA $1,100.00 $16,500.00 G.6" Sewer Service (Double)23 EA $1,200.00 $27,600.00 H. Lift station 1 EA $300,000.00 $300,000.00 I.Air Release Valve 1 EA $7,800.00 $7,800.00 $795,534.00 VI. A.10' Height Buffer Tree 25 EA $400.00 $10,000.00 B.2' Height Buffer Shrubs 249 EA $15.00 $3,735.00 C.Preserve Ground Covers 1 Gal.8,717 EA $5.00 $43,585.00 D.Littorals 5,207 EA $1.50 $7,810.50 $65,130.50 VII. SUB-TOTAL: SUB-TOTAL: IRRIGATION SYSTEM LANDSCAPING SUB-TOTAL: SEWER SYSTEM 16.A.6.b Packet Pg. 247 Attachment: Opinion of Probable Cost (20231 : Final Plat - Isles of Collier Preserve Phase 16) Page 4 of 5 ITEM NO.DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT A.6" DR-18 PVC Irrigation Main 1,512 LF $28.00 $42,336.00 B.6" DR-14 PVC Irrigation Main 72 LF $39.00 $2,808.00 C.6" Gate Valve 3 LF $1,400.00 $4,200.00 D.Air Release Valve 1 EA $3,500.00 $3,500.00 $52,844.00 VIII.SITE LIGHTING A.FPL Town & Country Street Lights 77 EA $900.00 $69,300.00 $69,300.00 IX.OFFSITE IMPROVEMENTS 102-1 Maintenance of Traffic 1 LS $7,500.00 $7,500.00 110-1 Erosion Control 1 LS $4,500.00 $4,500.00 575-1 Natural Grass & Sodding 350 SY $2.40 $840.00 160-1 Type "B" Stabilization (12")193 SY $2.25 $434.25 200-1 Limerock Base w/Prime Coat (6")151 SY $11.00 $1,661.00 331-1 Asphalt Concrete Type S-III 1" (1st Lift)151 SY $5.75 $868.25 331-2 Asphalt Concrete Type S-III 3/4" (Final Lift) 151 SY $6.00 $906.00 520-1 Valley Gutter (2' Wide)70 LF $11.50 $805.00 520-2 Type "F" Curb 58 LF $15.00 $870.00 522-1 6" Thick Concrete Sidewalk / Path 76 SY $55.00 $4,180.00 522-2 ADA Ramps w/ Detectable Warning 4 EA $650.00 $2,600.00 700-1 Signing and Pavement Markings 1 LS $2,500.00 $2,500.00 425-1 Type "C" Inlet 2 EA $3,000.00 $6,000.00 430-1 18" RCP Storm Sewer 150 LF $50.00 $7,500.00 A.12" DR-18 PVC Watermain 40 LF $62.00 $2,480.00 B.12" DR-14 PVC Watermain 132 LF $69.00 $9,108.00 C.12" Gate Valve 2 EA $3,200.00 $6,400.00 D.Temporary Bacteriological Sample Point 2 EA $1,000.00 $2,000.00 SUB-TOTAL: SUB-TOTAL: 16.A.6.b Packet Pg. 248 Attachment: Opinion of Probable Cost (20231 : Final Plat - Isles of Collier Preserve Phase 16) Page 5 of 5 ITEM NO.DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT E.Connect to Ex. 12" Watermain 2 EA $5,500.00 $11,000.00 F.4" DR-18 PVC Forcemain 16 LF $29.00 $464.00 G.4" DR-14 PVC Forcemain 29 LF $32.00 $928.00 H. 6"x4" Tapping Sleeve and Valve 1 EA $3,800.00 $3,800.00 I Air Release Valve 1 EA $7,800.00 $7,800.00 J.Connect to Ex. 6" Forcemain 1 EA $3,500.00 $3,500.00 K.6" DR-18 PVC Irrigation Main 13 LF $28.00 $364.00 L.6" DR-14 PVC Irrigation Main 29 LF $39.00 $1,131.00 M.Air Release Valve 1 EA $3,500.00 $3,500.00 N.Connect to Ex. 6" Irrigation Main 1 EA $1,500.00 $1,500.00 $95,139.50 $3,571,470.75 $357,147.08 $3,928,617.83 For the Firm Estimated Date of Completion: 7/2022 Barraco and Associates, Inc. 2271 McGregor Boulevard P.O. Drawer 2800 ________________________________ Wesley S. Kayne, P.E. Certificate of Authorization No. 7995 BOND TOTAL: SUB-TOTAL: TOTAL: 10% BOND TOTAL: Fort Myers, FL 33902-2800 Florida P.E. No. 80507 16.A.6.b Packet Pg. 249 Attachment: Opinion of Probable Cost (20231 : Final Plat - Isles of Collier Preserve Phase 16) FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NLOCATIONSCALE: 1" = 3000'VICINITY MAP01500 3000 6000SCALE IN FEETPROJECTCIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF A PORTION OF LOTS 70 AND 71, NAPLESGROVES AND TRUCK CO'S LITTLE FARMS NO. 2,RECORDED IN PLAT BOOK 1, PAGE 27A, COLLIERCOUNTY RECORDS, TOGETHER WITH LANDS LYING INSECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST,A SUBDIVISION LYING INSECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 16PLAT BOOKPAGEJ:\23414\DWG\SURVEYING\PLAT\23414P01.DWG - THU. 10-7-2021 - 12:29 PMGENERAL NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE FLORIDA EAST ZONE (NAD1983 (NSRS2007))AND ARE BASED ON THE EAST LINE OF THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 23 TO BEARS 00°42'19" E.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR ISLES OF COLLIER PRESERVERECORDED IN OFFICIAL RECORDS BOOK 4970, PAGES 845 THROUGH 1105, AND SUPPLEMENTALDECLARATION RECORDED IN OFFICIAL RECORDS BOOK _______, PAGE _______., AS AMENDED.5. THIS PROJECT IS WITHIN THE SABAL BAY MPUD, COLLIER COUNTY ORD. 05-59, AS AMENDED.TREVISOBAYS.R .90TA M IA M ITR AILU.S .41C.R.864RATTLESNAKEHAMMOCKROADTHOMASSONDRIVEBAYSHORE DRIVEEA STACKNOWLEDGMENTCOMMISSION # MY COMMISSION EXPIRESNOTARY PUBLIC - STATE OF FLORIDANAME - PRINTEDCOUNTY OF COLLIERSTATE OF FLORIDATHE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME, BY MEANS OF [ ] PHYSICAL PRESENCE OR [ ] ONLINENOTARIZATION, THIS _______ DAY OF_________________, 2021, A.D., BY BRIAN K. STOCK, AS MANAGER, ON BEHALF OF SDICP, LLC. HE [ ] IS PERSONALLY KNOWN TO ME OR [ ] HAS PRODUCED __________________________ AS IDENTIFICATION.SHEET 1 OF 6NOTICE:THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THESUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED INAUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BEADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND INTHE PUBLIC RECORDS OF THIS COUNTY.STATE OF FLORIDACOUNTY OF COLLIERKNOW ALL MEN BY THESE PRESENTS THAT SD ICP, LLC, A FLORIDA LIMITED LIABILITY COMPANY, THE OWNER OF THE LANDS HEREINDESCRIBED HAS CAUSED THIS PLAT OF ISLES OF COLLIER PRESERVE PHASE 16, TO BE MADE, AND DOES HEREBY:1) DEDICATE TO ISLES OF COLLIER PRESERVE PROPERTY OWNERS ASSOCIATION, INC:A) TRACT "R-1" FOR PRIVATE ROAD RIGHT OF WAY (R.O.W) SUBJECT TO THE EASEMENTS DEPICTED HEREON(C.U.E., P.U.E., D.E., A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.B) TRACTS "L-1", "L-2" AND "L-3" AS LAKES FOR DRAINAGE AND STORMWATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FORMAINTENANCE.C) TRACTS "O-1". "O-2", "O-3", "O-4" "O-5" & "O-6" AS OPEN SPACE WITH RESPONSIBILITY FOR MAINTENANCE.D) ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.E) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH RESPONSIBILITY FOR MAINTENANCE.F) ALL ACCESS EASEMENTS (A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.G) ALL LANDSCAPE BUFFER EASEMENTS (L.B.E.) WITH RESPONSIBILITY FOR MAINTENANCE.H) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.2) DEDICATE TO COLLIER COUNTY, ITS SUCCESSORS OR ASSIGNS:A) A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT "R-1" FOR USE BY GOVERNMENTAL VEHICLES IN THEEXECUTION OF THEIR DUTIES, INCLUDING BUT NOT LIMITED TO EMERGENCY MEDICAL SERVICE, FIRE DEPARTMENT SERVICE, ANDUTILITY SERVICE WITH NO RESPONSIBILITY FOR MAINTENANCE.B) ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITH NO RESPONSIBILITY FOR MAINTENANCE.C) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.D) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.E) ALL ACCESS EASEMENTS (A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCEF) TRACT "R-2" FOR PUBLIC ROAD RIGHT OF WAY, WITH RESPONSIBILITY FOR MAINTENANCE.3) DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.) TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATE UTILITIES ASSHOWN ON THIS PLAT FOR PUBLIC UTILITY PURPOSES, INCLUDING CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OFTHEIR RESPECTIVE FACILITIES, INCLUDING CABLE TELEVISION SERVICES, PROVIDED THAT SUCH USES BE SUBJECT TO, AND NOTINCONSISTENT WITH, THE USE BY THE COLLIER COUNTY WATER-SEWER DISTRICT. IN THE EVENT A CABLE COMPANY DAMAGES THEFACILITIES OF ANOTHER PUBLIC UTILITY THE CABLE COMPANY WILL BE SOLELY RESPONSIBLE FOR SAID DAMAGES.THIS SECTIONSHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OROTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONALELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.4) DEDICATE TO COLLIER COUNTY WATER-SEWER DISTRICT:A) THAT ALL COUNTY UTILITY EASEMENTS (C.U.E.) FOR POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATERSYSTEM(S) OR PORTION(S) THEREOF AND INGRESS AND EGRESS RIGHTS, WHERE APPROPRIATE, ARE PROVIDED TO THE COLLIERCOUNTY WATER-SEWER DISTRICT TO OPERATE AND MAINTAIN POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/ORWASTEWATER UTILITY SYSTEMS OR PORTION(S) THEREOF WITHIN THE PLATTED AREA AFTER FINAL CONVEYANCE TO THE CCWSD AND,WHERE APPLICABLE, TO INSTALL THE CCWSD'S CONNECTING UTILITY FACILITIES WITHIN SUCH EASEMENT(S), WITH NO RESPONSIBILITYFOR MAINTENANCE OF THE SURFACE EASEMENT AREA.B) APPLICABLE POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATER SYSTEM(S) OR PORTION(S) THEREOFCONSTRUCTED WITHIN THIS PLATTED AREA IN COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THE COLLIER COUNTY UTILITIESSTANDARDS AND PROCEDURES ORDINANCE (2004-31), AS AMENDED, SHALL BE CONVEYED TO THE BOARD AS THE EX-OFFICIOGOVERNING BOARD OF THE WATER-SEWER DISTRICT UPON ACCEPTANCE OF THE ADDITIONS, EXTENSIONS AND/OR IMPROVEMENTSREQUIRED BY THE PLAT.5) DEDICATE TO GREATER NAPLES FIRE RESCUE DISTRICT:A) A NON-EXCLUSIVE EMERGENCY ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT "R-1", WITH NO RESPONSIBILITY FORMAINTENANCE.DEDICATIONWITNESS:PRINT NAME:WITNESS:PRINT NAME:BRIAN K. STOCKSD ICP, LLCA FLORIDA LIMITED LIABILITY COMPANYBY:IN WITNESS WHEREOF, THE UNDERSIGNED OWNER HAS CAUSED THESE PRESENTS TO BE SIGNED THIS______ DAY OF________________, 2021, A.D.MANAGERSURVEYOR'S CERTIFICATEI HEREBY CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY SUPERVISION AND DIRECTION, AND COMPLIESWITH ALL THE REQUIREMENTS OF CHAPTER 177, PART I, AS AMENDED, FLORIDA STATUTES.IT IS FURTHER CERTIFIED THAT ALL PERMANENT REFERENCE MONUMENTS (P.R.M.'S) WILL BE SET PRIOR TO THERECORDING OF THIS PLAT AND THAT ALL PERMANENT CONTROL POINTS (P.C.P.'S) AND LOT CORNERS WILL BESET PRIOR TO FINAL ACCEPTANCE OF THE REQUIRED IMPROVEMENTS.DONE THIS ________ DAY OF ___________________, 2021 A.D.SCOTT A. WHEELER (FOR THE FIRM-LB 6940)PROFESSIONAL SURVEYOR AND MAPPERFLORIDA CERTIFICATE NO. 5949BARRACO AND ASSOCIATES, INC.2271 MCGREGOR BLVD., SUITE 100, FORT MYERS, FLORIDA 33901FLORIDA CERTIFICATE OF AUTHORIZATION - LB-6940THIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS ____ DAY OF ______________________, 2021, A.D.COUNTY ATTORNEYSTATE OF FLORIDACOUNTY OF COLLIERTHIS PLAT APPROVED FOR RECORDING IN A REGULAR OPEN MEETING BY THE BOARD OF COUNTY COMMISSIONERSOF COLLIER COUNTY, FLORIDA, THIS ____ DAY OF ______________________, 2021, A.D., PROVIDED THAT THE PLAT ISFILED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF COLLIER COUNTY, FLORIDA.COUNTY COMMISSION APPROVALTHIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS ____ DAY OF ______________________, 2021, A.D.MARCUS L. BERMAN, P.S.M.COLLIER COUNTY SURVEYORCOUNTY SURVEYORI HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED BY ME AND THAT IT COMPLIES IN FORM WITH THEREQUIREMENTS OF CHAPTER 177, PART I, FLORIDA STATUTES. I FURTHER CERTIFY THAT SAID PLAT WAS FILED FORRECORD AT _________ , THIS ______ DAY OF ______________________, 2021, A.D., AND DULY RECORDED INPLAT BOOK ____, PAGES ______ - ______, INCLUSIVE, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.FILING RECORDCOUNTY APPROVALSTHIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OFCOLLIER COUNTY, FLORIDA, THIS ________ DAY OF __________________, 2021, A.D.JACK MCKENNA, P.E.COLLIER COUNTY ENGINEERCOUNTY ENGINEERCRYSTAL K. KINZEL, CLERK OF CIRCUITCOURT & COMPTROLLER IN AND FORCOLLIER COUNTY, FLORIDAPENNY TAYLOR, CHAIRMANBOARD OF COUNTY COMMISSIONERSCOLLIER COUNTY, FLORIDAATTEST:CRYSTAL K. KINZELCLERK OF THE CIRCUIT COURT &COMPTROLLER IN AND FOR COLLIERCOUNTY, FLORIDADEREK D. PERRYASSISTANT COUNTY ATTORNEYBY: BY:SEE SHEET 2 OF 6 FOR LEGAL DESCRIPTIONEASEMENTS FROM PROPERTY INFORMATION REPORT:1. RESTRICTIONS, COVENANTS, CONDITIONS, EASEMENTS AND OTHER MATTERS AS CONTAINED ON THE PLAT OF NAPLES GROVES AND TRUCK CO'S LITTLE FARMS NO. 2, RECORDED IN PLAT BOOK 1,PAGE 27, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (AFFECTS PROPERTY, SHOWN)2. NOTICE OF ADOPTION OF DEVELOPMENT ORDER RECORDED IN OFFICIAL RECORDS BOOK 1242, PAGE 1566, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (NOT SHOWN, AFFECTS ENTIREPLATTED LANDS)3. AMENDED PRELIMINARY DEVELOPMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3041, PAGE 2030, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (NOT SHOWN, AFFECTS ENTIREPLATTED LANDS)4. CONTRIBUTION AGREEMENT FOR ROAD IMPACT FEE CREDITS RECORDED IN OFFICIAL RECORDS BOOK 3138, PAGE 2357; TOGETHER WITH AFFIDAVIT IN OFFICIAL RECORDS BOOK 3356, PAGE 1677;AND AS AMENDED IN OFFICIAL RECORDS BOOK 4356, PAGE 714; OFFICIAL RECORDS BOOK 4506, PAGE 3172; OFFICIAL RECORDS BOOK 4580, PAGE 1977; AND ASSIGNMENT RECORDED IN OFFICIALRECORDS BOOK 4872, PAGE 1771, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (NOT SHOWN, AFFECTS ENTIRE PLATTED LANDS)5. NOTICE OF ADOPTION OF PRELIMINARY DEVELOPMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3309, PAGE 1115, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (NOT SHOWN,AFFECTS ENTIRE PLATTED LANDS)6. COMPANION AGREEMENT REGARDING THE LELY AREA SURFACE WATER DRAINAGE IMPROVEMENTS RECORDED IN OFFICIAL RECORDS BOOK 3424, PAGE 337; AS AMENDED IN OFFICIAL RECORDSBOOK 4218, PAGE 1451; OFFICIAL RECORDS BOOK 4356, PAGE 714; AND OFFICIAL RECORDS BOOK 4506, PAGE 3172, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (NOT SHOWN, AFFECTS ENTIREPLATTED LANDS)7. EASEMENT GRANTED TO FLORIDA POWER & LIGHT COMPANY RECORDED IN OFFICIAL RECORDS BOOK 3990, PAGE 308, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (SHOWN)8. RESOLUTION NO. 05-396 RECORDED IN OFFICIAL RECORDS BOOK 4228, PAGE 2338, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (NOT SHOWN, AFFECTS ENTIRE PLATTED LANDS)9. TERMS AND CONDITIONS CONTAINED IN ACCESS AND UTILITY EASEMENT AGREEMENT BETWEEN COLLIER LAND AND DEVELOPMENT, INC. AND CDC LAND INVESTMENTS, INC. RECORDED IN OFFICIALRECORDS BOOK 4257, PAGE 4013, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (NOT SHOWN, DOES NOT LIE WITHIN PLATTED LANDS)10. SOUTH FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE PERMIT NOTICE RECORDED IN OFFICIAL RECORDS BOOK 4332, PAGE 450, PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA. (NOT SHOWN, AFFECTS ENTIRE PLATTED LANDS)11. DECLARATION OF RESTRICTIVE COVENANT RECORDED IN BOOK 4768, PAGE 480, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (NOT SHOWN, AFFECTS ENTIRE PLATTED LANDS)12. CONSERVATION EASEMENT GRANTED TO SOUTH FLORIDA WATER MANAGEMENT DISTRICT RECORDED IN BOOK 4867, PAGE 3336; AND AMENDMENT RECORDED IN OFFICIAL RECORDS BOOK 5048,PAGE 3315, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (SHOWN, DOES NOT LIE WITHIN PLATTED LANDS)13. CONDITIONS, RESTRICTIONS AND RESERVATIONS INCLUDING OIL, GAS AND MINERAL RESERVATIONS LYING MORE THAN 125 FEET BELOW THE SURFACE BUT WITHOUT RIGHT OF SURFACE ENTRY ASSET FORTH IN THAT CERTAIN SPECIAL WARRANTY DEED DATED DECEMBER 27, 2012, RECORDED DECEMBER 28, 2012 IN BOOK 4870, PAGE 318, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (NOTSHOWN, AFFECTS ENTIRE PLATTED LANDS)14. CONDITIONS, RESTRICTIONS AND RESERVATIONS CONTAINED IN MEMORANDUM OF AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 4870, PAGE 333, PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA. (NOT PLOTTABLE, AFFECTS ENTIRE PLATTED LANDS)15. DECLARATION OF RESTRICTIVE COVENANT RECORDED IN BOOK 4768, PAGE 480, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (NOT SHOWN, AFFECTS ENTIRE PLATTED LANDS)16. TERMS AND CONDITIONS CONTAINED IN THAT CERTAIN ACCESS LICENSE AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 5346, PAGE 1641 , PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.(NOT SHOWN, AFFECTS ENTIRE PLATTED LANDS)17. RECORDED NOTICE OF ENVIRONMENTAL RESOURCE PERMIT RECORDED IN OFFICIAL RECORDS BOOK 5530, PAGE 133, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (NOT SHOWN, AFFECTSENTIRE PLATTED LANDS)18. CONTINGENT MORTGAGE AND SECURITY AGREEMENT BY AND BETWEEN MINTO SABAL BAY, LLC AND CDC LAND INVESTMENTS, INC. DATED DECEMBER 27, 2012, RECORDED DECEMBER 28, 2012 INBOOK 4870, PAGE 373, FIRST AMENDMENT RECORDED IN OFFICIAL RECORDS BOOK 5169, PAGE 3809 AND SECOND AMENDMENT RECORDED IN OFFICIAL RECORDS BOOK 5755, PAGE 2214, PUBLICRECORDS OF COLLIER COUNTY, FLORIDA, TOGETHER WITH UCCI FINANCING STATEMENT WITH MINTO SABAL BAY, LLC AS DEBTOR AND CDC LAND INVESTMENTS, INC. AS CREDITOR RECORDEDDECEMBER 28, 2012 IN BOOK 4870, PAGE 402; AND UCC-3 FINANCING STATEMENT AMENDMENT RECORDED IN OFFICIAL RECORDS BOOK 5464, PAGE 2646, PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA. (NOT SHOWN, AFFECTS ENTIRE PLATTED LANDS)19. AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 5924, PAGE 3952, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (NOT SHOWN, AFFECTS ENTIRE PLATTED LANDS)LICENSENUE R STATE OF5949PROF E S S IO NALSURVEYORDMAPPERSCOTTA.WHEELERFLORIDAMB NADigitally signed by Scott A. Wheeler, PSM Date: 2021.10.08 11:07:14 -04'00'16.A.6.cPacket Pg. 250Attachment: Plat Map (20231 : Final Plat - Isles of Collier Preserve Phase 16) FD. R.R. SPIKENORTH 1/4 COR. SEC. 23(CCR#20768)FD. 4"x4" C.M. (POST)(ALUM. CAP)NORTHWEST COR. SEC. 23Township 50 South,Range 25 EastSection 24SW 1/4NW 1/41434143514361437143814391440144114421443144414451446144714481449145014511452145314541455145614571458145914601461146214631464146514661467146814691470147114721473147614741475147714781481147914801482148414831485148614871488148914901491149214931494SE 1/4POINT OF BEGINNINGPOINT OF COMMENCEMENTTRACT "L-1"TRACT "L-2"TRACT "O-1"TRACT "O-2"TRACT "O-3"TRACT "O-4"TRACT "O-5"TRACT "L-3"ParaderaCourtNevisW ayDomingoSantoU N P L A T T E DU N P L A T T E DU N P L A T T E DU N P L A T T E D22 2315 1423 2414 13FD 40D NAIL (IN CUTOUT)NORTHEAST COR. SEC. 23 (CCR#37909)3382.15'(TIE)FD. 4"x4" C.M. W/ 3/4" PIPE (BROKEN)SOUTH QUARTER COR. SEC. 23(CCR# 22077)N89°15'14"E2643.41'(M)N89°46'27"E2694.38'(M)(1/4SEC.COR.TO1/4SEC.COR.)N00°42'19"W5404.37'N00°42'19"W"Naples BayviewAddition No. 1"(P.B. 4, PG. 20, C.C.R.)"Holly Terrace"(P.B. 4, PG. 64, C.C.R.)HamiltonAvenueN=640671.26 (Y)E=402098.38 (X)N=641264.14 (Y)E=402091.08 (X)N=642693.35 (Y)E=402073.48 (X)N=646040.87 (Y)E=399388.61 (X)N=646075.29 (Y)E=402031.84 (X)N=646085.91 (Y)E=404726.25 (X)50'(P)50'50'BayshoreDriveSheet 3Sheet 4Sheet 5Sheet 6"Naples Groves and TruckCo's Little Farms No. 2"(P.B. 1, PG. 27A, C.C.R.)Lot 70Lot 71Lot28Lot73"NaplesGrovesandTruckCo'sLittleFarmsNo.2"(P.B.1,PG.27A,C.C.R.)592.92'DriveNevisWayTRACT "O-6"TRACT "R-2"CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF A PORTION OF LOTS 70 AND 71, NAPLESGROVES AND TRUCK CO'S LITTLE FARMS NO. 2,RECORDED IN PLAT BOOK 1, PAGE 27A, COLLIERCOUNTY RECORDS, TOGETHER WITH LANDS LYING INSECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST,A SUBDIVISION LYING INSECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 16PLAT BOOKPAGEJ:\23414\DWG\SURVEYING\PLAT\23414P02.DWG - THU. 10-7-2021 - 12:30 PMSHEET 2 OF 6NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE EAST LINE OF THE SOUTHWEST QUARTER (SW 1/4) OFSECTION 23 TO BEAR S 00°42'19" E.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET0 100 200 400SCALE IN FEET1"=200'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NKEY MAPDESCRIPTIONA tract or parcel of land lying in Section 23, Township 50 South, Range 25 East, CollierCounty, Florida, said tract or parcel of land being more particularly described as follows:COMMENCING at the South Quarter Corner of said Section 23 run N00°42'19"W alongthe East line of the Southwest Quarter (SW 1/4) of said Section 23 for 592.92 feet to anintersection with the Northerly line of a Conservation Easement (Conservation Area 4A)described in deed recorded in Official Records Book 4867, at Page 3336, Collier CountyRecords and the POINT OF BEGINNING.From said Point of Beginning run along the Northerly and Easterly line of saidConservation Area 4A the following Sixty-seven (67) courses: S18°49'13"W for 251.94feet to a point of curvature; Southwesterly along an arc of a curve to the right of radius30.30 feet (delta 32°52'46") (chord bearing S35°15'36"W) (chord 17.15 feet) for 17.39feet to a point of tangency; S51°41'59"W for 170.09 feet to a point of curvature; Westerlyalong an arc of a curve to the right of radius 30.00 feet (delta 67°38'11") (chord bearingS85°31'05"W) (chord 33.39 feet) for 35.41 feet to a point of compound curvature;Northwesterly along an arc of a curve to the right of radius 230.00 feet (delta 48°44'53")(chord bearing N36°17'24"W) (chord 189.84 feet) for 195.69 feet to a point of reversecurvature; Northwesterly along an arc of a curve to the left of radius 10.00 feet (delta26°23'04") (chord bearing N25°06'29"W) (chord 4.56 feet) for 4.60 feet to a point oftangency; N38°18'01"W for 24.98 feet to a point of curvature; Northwesterly along an arcof a curve to the right of radius 1,105.00 feet (delta 14°41'33") (chord bearingN30°57'14"W) (chord 282.58 feet) for 283.36 feet to a point of reverse curvature;Northwesterly along an arc of a curve to the left of radius 555.00 feet (delta 16°51'48")(chord bearing N32°02'22"W) (chord 162.76 feet) for 163.35 feet to a point of tangency;N40°28'16"W for 224.62 feet; S60°38'09"W for 109.08 feet; S34°22'25"W for 19.14 feet;S60°14'55"W for 34.19 feet; S19°31'51"W for 31.37 feet; S27°42'00"E for 38.91 feet;S09°24'49"E for 34.78 feet; S27°09'01"E for 35.95 feet; S00°39'18"W for 69.92 feet;S25°54'01"W for 22.74 feet; S68°28'11"W for 208.62 feet; N81°26'00"W for 39.69 feet;N49°58'11"W for 51.35 feet; N16°55'44"W for 57.73 feet; N00°52'32"W for 53.56 feet;N35°10'00"W for 44.15 feet; N10°29'12"E for 42.25 feet; N39°02'46"E for 56.96 feet;N04°45'35"E for 43.30 feet; N33°45'50"W for 55.56 feet; N00°00'12"W for 33.83 feet;N27°01'28"E for 44.86 feet; N18°43'13"E for 53.92 feet; N21°02'19"W for 26.82 feet;N62°08'46"W for 34.47 feet; S65°48'53"W for 45.46 feet; N80°30'47"W for 63.48 feet;N47°14'09"W for 18.38 feet to a point on a non-tangent curve; Northwesterly along anarc of a curve to the right of radius 223.96 feet (delta 08°51'02") (chord bearingN31°48'20"W) (chord 34.56 feet) for 34.60 feet to a point of compound curvature;Northerly along an arc of a curve to the right of radius 160.20 feet (delta 12°23'05")(chord bearing N21°11'16"W) (chord 34.56 feet) for 34.63 feet to a point on anon-tangent curve; Northerly along an arc of a curve to the right of radius 210.16 feet(delta 37°48'41") (chord bearing N01°36'45"E) (chord 136.19 feet) for 138.69 feet to apoint on a non-tangent curve; Northerly along an arc of a curve to the left of radius541.10 feet (delta 49°27'39") (chord bearing N19°49'06"W) (chord 452.73 feet) for467.10 feet; N37°03'36"W for 72.72 feet to a point on a non-tangent curve; Northerlyalong an arc of a curve to the right of radius 234.28 feet (delta 66°05'57") (chord bearingN12°42'39"W) (chord 255.53 feet) for 270.27 feet; N17°36'57"E for 210.48 feet to apoint on a non-tangent curve; Northeasterly along an arc of a curve to the right of radius80.00 feet (delta 06°14'48") (chord bearing N23°27'44"E) (chord 8.72 feet) for 8.72 feet;S82°00'27"E for 18.10 feet; N71°06'30"E for 66.85 feet; N41°45'37"E for 47.68 feet;N61°52'33"E for 39.15 feet; S80°24'10"E for 44.97 feet; N64°17'40"E for 66.21 feet;N85°19'59"E for 25.50 feet; N63°45'19"E for 123.94 feet; N37°32'18"E for 30.75 feet;N09°33'42"E for 43.08 feet; N29°32'05"E for 46.94 feet to a point on a non-tangentcurve; Easterly along an arc of a curve to the right of radius 67.33 feet (delta 132°29'15")(chord bearing S81°38'32"E) (chord 123.26 feet) for 155.70 feet; S70°00'35"E for 112.91feet; N36°23'05"E for 24.16 feet; N53°36'55"W for 1.00 feet to a point on a radial curve;Northerly along an arc of a curve to the left of radius 249.00 feet (delta 88°51'59") (chordbearing N08°02'54"W) (chord 348.64 feet) for 386.20 feet; S17°57'21"W for 7.79 feet;S44°00'34"W for 2.69 feet to a point on a non-tangent curve; Northwesterly along an arcof a curve to the left of radius 239.00 feet (delta 08°31'47") (chord bearing N56°11'39"W)(chord 35.55 feet) for 35.58 feet to a point of tangency; N60°27'32"W for 191.86 feet to apoint of curvature; Westerly along an arc of a curve to the left of radius 399.00 feet (delta30°03'57") (chord bearing N75°29'31"W) (chord 206.98 feet) for 209.37 feet to a point oftangency and S89°28'31"W for 24.26 feet to an intersection with the Easterly line oflands described in deed recorded in Official Records Book 2567 at Page 2337, CollierCounty records; thence run N00°30'39"W along said Easterly line and continuing alongthe Easterly right of way line of Hamilton Avenue, as described in Deed Book 32, atPage 499, Collier County records, for 82.10 feet to an intersection with the Southerly lineof lands described in deed recorded in Official Records Book 2651 at Page 2846, CollierCounty records; thence run N89°24'00"E along said Southerly line for 155.96 feet to apoint on a non-tangent curve and an intersection with the Westerly line of a ConservationEasement (Conservation Area 1) described in deed recorded in Official Records Book4867, at Page 3336, Collier County Records; thence run along the Westerly andSoutherly line of said Conservation Area 1 the following Eighteen (18) courses: Easterlyalong an arc of a curve to the right of radius 499.00 feet (delta 14°45'36") (chord bearingS67°50'21"E) (chord 128.19 feet) for 128.55 feet to a point of tangency; S60°27'32"E for191.86 feet to a point of curvature; Southeasterly along an arc of a curve to the right ofradius 339.00 feet (delta 00°01'11") (chord bearing S60°26'57"E) (chord 0.12 feet) for0.12 feet; S34°27'14"W along a non-tangent line for 10.04 feet to a point on anon-tangent curve; Southerly along an arc of a curve to the right of radius 329.00 feet(delta 96°58'24") (chord bearing S12°06'07"E) (chord 492.71 feet) for 556.83 feet to apoint on a radial line; S53°36'55"E for 20.00 feet; S36°23'05"W for 197.68 feet to a pointof curvature; Southerly along an arc of a curve to the left of radius 191.00 feet (delta69°26'49") (chord bearing S01°39'41"W) (chord 217.59 feet) for 231.51 feet to a point oftangency; S33°03'44"E for 114.44 feet to a point of curvature; Southerly along an arc ofa curve to the right of radius 805.00 feet (delta 27°42'57") (chord bearing S19°12'16"E)(chord 385.62 feet) for 389.40 feet to a point of reverse curvature; Southerly along an arcof a curve to the left of radius 245.00 feet (delta 14°32'40") (chord bearing S12°37'08"E)(chord 62.03 feet) for 62.19 feet to a point of compound curvature; Easterly along an arcof a curve to the left of radius 10.00 feet (delta 110°34'48") (chord bearing S75°10'52"E)(chord 16.44 feet) for 19.30 feet to a point of tangency; N49°31'44"E for 201.02 feet to apoint on a non-tangent curve; Northeasterly along an arc of a curve to the right of radius1,813.52 feet (delta 10°10'43") (chord bearing N56°16'09"E) (chord 321.75 feet) for322.17 feet; N41°01'52"E along a non-tangent line for 256.77 feet to a point of curvature;Northeasterly along an arc of a curve to the right of radius 20.00 feet (delta 30°45'04")(chord bearing N56°24'25"E) (chord 10.61 feet) for 10.73 feet to a point of compoundcurvature; Easterly along an arc of a curve to the right of radius 104.17 feet (delta17°29'07") (chord bearing N80°31'30"E) (chord 31.67 feet) for 31.79 feet andN89°27'07"E along a non-tangent line for 13.42 feet to an intersection with the Westerlyline of record plat of “Naples Groves and Truck Co’s Little Farms No. 2”, as recorded inPlat Book 1, Page 27A, of the Public Records of Collier County, Florida; thence runN00°42'19"W along said Westerly line to the Northwest corner of Lot 70 of said recordplat for 0.68 feet; thence run N89°30'02"E along the Northerly line of said Lot 70 for443.02 feet to a point on a non-tangent curve and an intersection with the Westerly lineof a Conservation Easement (Conservation Area 2) described in deed recorded inOfficial Records Book 4867, at Page 3336, Collier County Records; thence run along theWesterly and Southerly line of said Conservation Area 2 the following Six (6) courses:Southerly along an arc of a curve to the right of radius 87.37 feet (delta 129°45'03")(chord bearing S00°35'08"E) (chord 158.21 feet) for 197.86 feet; S56°08'41"W along anon-tangent line for 14.45 feet to a point on a non-tangent curve; Southerly along an arcof a curve to the left of radius 30.00 feet (delta 150°27'10") (chord bearing S18°40'18"E)(chord 58.02 feet) for 78.78 feet; N89°44'05"E along a non-tangent line for 157.82 feet toa point on a non-tangent curve; Easterly along an arc of a curve to the right of radius680.00 feet (delta 30°12'08") (chord bearing S78°47'49"E) (chord 354.31 feet) for 358.45feet to a point of tangency and S63°41'45"E for 100.54 feet; thence run Easterly alongsaid Southerly line and continuing along the easterly prolongation thereof along an arc ofa curve to the left of radius 820.00 feet (delta 20°26'35") (chord bearing S73°55'02"E)(chord 291.02 feet) for 292.57 feet to an intersection with the Easterly line of Lot 71 ofsaid record plat, also being the Westerly right of way line of Bayshore Road (50 feetwide); thence run S00°43'16"E along said Easterly line for 160.89 feet to a point on anon-tangent curve and an intersection with the Easterly prolongation of the Northerlyline of a Conservation Easement (Conservation Area 3) described in deed recorded inOfficial Records Book 4867, at Page 3336, Collier County Records; thence run Westerlyalong said prolongation and continuing along the Northerly line of said ConservationArea 3 along an arc of a curve to the right of radius 980.00 feet (delta 21°31'16") (chordbearing N74°27'23"W) (chord 365.94 feet) for 368.10 feet to a point of tangency; thencerun along the Northerly and Westerly line of said Conservation Area 3 the followingSeven (7) courses: N63°41'45"W for 100.54 feet to a point of curvature; Westerly alongan arc of a curve to the left of radius 520.00 feet (delta 30°12'08") (chord bearingN78°47'49"W) (chord 270.94 feet) for 274.11 feet to a point of tangency; S86°06'07"Wfor 475.11 feet to a point of curvature; Southwesterly along an arc of a curve to the left ofradius 40.00 feet (delta 51°29'42") (chord bearing S60°21'16"W) (chord 34.75 feet) for35.95 feet to a point of reverse curvature; Southwesterly along an arc of a curve to theright of radius 130.00 feet (delta 42°14'06") (chord bearing S55°43'28"W) (chord 93.67feet) for 95.83 feet to a point of reverse curvature; Southwesterly along an arc of a curveto the left of radius 40.00 feet (delta 77°32'47") (chord bearing S38°04'08"W) (chord50.10 feet) for 54.14 feet to a point of tangency and S00°42'15"E for 156.09 feet to anintersection with the Southerly line of said Lot 71; thence run S89°30'51"W along saidSoutherly line for 1.00 feet to the Southwest corner of said Lot 71 and intersection withthe East line of the Southwest Quarter (SW 1/4) of said Section 23; thence runS00°42'19"E along said East line for 755.22 feet to the POINT OF BEGINNING.Containing 54.40 acres, more or less.DESCRIPTION (CONTINUED)16.A.6.cPacket Pg. 251Attachment: Plat Map (20231 : Final Plat - Isles of Collier Preserve Phase 16) N17°36'57"E210.48'R=80.00' Δ=6°14'48" L=8.72'CH=N23°27'44"E 8.72'S82°00'27"E 18.10'N71°06'30"E 66.85'N41°45'37"E 47.68'N61°52'33"E 39.15'S80°24'10"E 44.97'N64°17'40"E 66.21'N85°19'59"E 25.50'N63°45'19"E123.94'N37°32'18"E 30.75'N09°33'42"E 43.08'N29°32'05"E 46.94'R=67.33' Δ=132°29'15" L=155.70'CB=S81°38'32"ECD=123.26'112.91'N36°23'05"E24.16'N53°36'55"W1.00'R =2 4 9 .0 0 'Δ =8 8 °5 1 '5 9 "L =386.20' C H =N 0 8 °0 2 '5 4 "W 3 4 8 .6 4'S17°57'21"W 7.79'S44°00'34"W 2.69'R=239.00' Δ=8°31'47" L=35.58'CH=N56°11'39"W 35.55'191.86'R=399.00'Δ=30°03'57"L=209.37'CH=N75°29'31"W206.98'S89°28'31"W 24.26'N00°30'39"W 82.10'N89°24'00"E155.96'R=499.00' Δ=14°45'36" L=128.55'CH=S67°50'21"E 128.19'S60°27'32"ER=339.00' Δ=0°01'11" L=0.12'CH=S60°26'57"E 0.12'S34°27'14"W 10.04' L =5 5 6 .8 3 'S53°36'55"E 20.00'S36°23'05"WR=191.00' Δ=69°26'49" L=231.51'CB=S01°39'41"WCD=217.59'N83°25'12"W53.88R=200.00' Δ=20°53'39" L=72.93' CH=S86°07'59"W 72.53'S75°41'10"WR=150.00' Δ=31°20'11" L=82.04'CH=S60°01'04"W 81.02'S44°20'59"WN89°24'00"E 39.10'R=447.00'Δ=30°08'28"L=235.15'CH=S75°31'46"E232.45'178.07'R=294.00'S39°27'27"W80.02'R=200.00' Δ=3°04'22" L=10.73'CH=S37°55'16"W 10.73'S36°23'05"W91.29'R=251.00' Δ=79°16'32" L=347.29'CH=S03°15'11"E 320.24'197.68'N72°54'47"W20.13'(N/R)22.10'C H =N 2 0 °4 8 '4 8 "E 1 .3 2 'Δ =0 °5 6 '5 6 "L =1 .3 2 'CH=S05°32'19"E 109.39'Δ=127°26'44" L=135.69'Township 50 South,Range 25 EastSection 23NW 1/4Township 50 South,Range 25 EastSection 23SW 1/4TRACT "O-5"(OPEN SPACE & D.E.)21,395 S.F. (0.49 Ac.)TRACT "L-3"562,854 S.F. (12.92 Ac.)(LAKE, L.M.E. & D.E.)10.00'TRACT "O-4"(OPEN SPACE & D.E.)61,489 S.F. (1.41 Ac.)LOT 1487LOT 1488LOT 1489LOT 1490LOT 1491LOT 1492LOT 1493LOT 1494 25,060 S.F. 18,741 S.F. 19,620 S.F. 14,528 S.F. 13,865 S.F. 14,047 S.F. 15,362 S.F. 15,955 S.F.S60°27'32"EN60°27'32"W191.86'CD=492.71'CB=S12°06'07"EΔ=96°58'24 "R=329.00'164.02'134.55'25'25'30'30'25'25'12342 5 '2 5 '1234CD=450.16'CB=S10°30'03"EL =5 1 2 .7 0 'Δ=99°55'01 "CURVE INFORMATION(10'x30')EASEMENT TO F.P. & L.(O.R. 3990, PG. 308, C.C.R.)(CONSERVATION AREA 1)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)(CONSERVATION AREA 4A)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)U N P L A T T E DU N P L A T T E DU N P L A T T E DU N P L A T T E DU N P L A T T E D50'HamiltonAvenueN=643641.26 (Y)E=400781.08 (X)N=643723.36 (Y)E=400780.35 (X)N=643724.99 (Y)E=400936.30 (X)N=643676.63 (Y)E=401055.03 (X)N=643080.07 (Y)E=401335.77 (X)N=642708.29 (Y)E=400509.44 (X)N=643175.86 (Y)E=401013.68 (X)N=643495.04 (Y)E=401172.64 (X)N=643641.49 (Y)E=400805.34 (X)10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.25'25'10'P.U .E.1 0 'P .U .E .10'P.U.E.ParaderaCourtNevisWay(CONSERVATION AREA 4A)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)2 5 'D .E .2 5 'D .E .25'D.E.(D.B.32,PG.499,C.C.R.)50'(P)30'30'(P)BayStreet(P)Lot 2Lot 1"Naples BayviewAddition No. 1"(P.B. 4, PG. 20, C.C.R.)(D.B.32,PG.499,C.C.R.)RIGHT OF WAY LINE (P)41.03'76.81'48.30'N53°36'55"W41.03'42.99'Δ=16°53'29"L=82.84'CB=N27°56'21"ECD=82.54'N36°10'24"W 13.26'5.91'40.49'17.49'Δ=3°30'33"L=17.21'CB=N17°44'20"ECD=17.21'Δ=20°20'16"L=79.87'CB=N86°24'41"ECD=79.45'N 1 8 °5 9 '2 7 "W 76.81'Δ =0 °3 3 '2 3 "L =2 .1 8 'C B =N 7 5 °5 7 '5 1 "E C D =2 .1 8 '74.27'N 1 8 °5 9 '2 7 "W 76.45'N 1 8 °5 9 '2 7 "W 45.22'6.63'13.29'Δ =2 0 °4 9 '4 7 "L =6 3 .6 2 'C B =N 6 5 °1 6 '1 6 "E C D =6 3 .2 7 'N 1 8 °5 9 '2 7 "W 16.07'20.99'Δ=10°30'24"L=32.09'CB=N49°36'11"ECD=32.05'Δ=3°15'04"L=3.40'CB=N45°58'31"ECD=3.40'N 1 8 °5 9 '2 7 "W 11.82'23.08'Δ =4 2 °0 7 '2 2 "L =4 4 .1 1 'C B =N 6 8 °3 9 '4 3 "E C D =4 3 .1 2 'Δ =3 1 °3 2 '2 1 "L =3 3 .5 8 'C B =N 7 3 °5 7 '1 4 "E C D =3 3 .1 6 'N 1 8 °5 9 '2 7 "WΔ=5°17'53"L=7.40'CB=N23°56'12"ECD=7.39'55.03'96.41'67.61'221.23'223.76'1 9 8 .6 4 '1 8 2 .6 9 '1 7 6 .6 4 '1 9 8 .4 0 '2 0 6 .3 3 '2 0 9 .2 8 'CH=N21°28'57"E129.10'Δ=29°48'17"L=130.57'(N /R )(N /R )(N /R )(N /R )(N/R)S60°27'32"ER=319.00'S36°23'05"WR=25.00' Δ=80°35'45" L=35.17'CH=N43°07'19"W 32.34'N83°25'12"W 2.99'R=175.00' Δ=20°53'39" L=63.82'CH=S86°07'59"W 63.46'S75°41'10"WN44°20'59"E48.43'R=125.00' Δ=31°20'11" L=68.37'CH=S60°01'04"W 67.52'S44°20'59"48.43'R=225.00' Δ=20°53'39" L=82.05' CH=N86°07'59"E 81.60'N36°23'05"ER=25.00' Δ=80°35'45" L=35.17' CH=N56°16'56"E 32.34'R=281.00' Δ=20°24'01" L=100.05' CH=N26°11'04"E 99.52'N36°23'05"E17.51'R=230.00' Δ=12°50'19" L=51.54'CH=N42°48'15"E 51.43'Δ=96°50'3 8"CB=N12°02'14"WL =4 5 4 .6 7 '178.07'N89°24'00"E 39.06'R=472.00'Δ=30°08'28"L=248.30'CH=S75°31'46"E245.45'25.00'25.00'178.07'CD=477.26'R=269.00'CB=S12°02'14"EN60°27'32"WL =5 3 9 .1 9 'R=422.00'Δ=30°08'28"L=222.00'CH=N75°31'46"W219.45'Δ=96°50 '3 8"CD=402.45'197.68'91.29'R=60.00' Δ=45°22'25" L=47.52'CB=S21°39'46"WCD=46.28'N75°41'10"E1 5 'D .E .S53°36'55"E 60.41'S86°56'31"E 27.30' (TIE)25'D.E.S70°00'35"E164.02'R=221.00' Δ=79°16'32" L=305.78'CH=S03°15'11"E 281.97'(ACCESSORY STRUCTURE)PRESERVE SETBACK LINE(PRINCIPAL STRUCTURE)PRESERVE SETBACK LINE10'25'L=288.25'R=175.00'Δ=31°20'11"L=95.71'CH=N60°01'04"E94.52'164.02'R=60.00'Δ=45°22'25"L=47.52'CH=N67°02'12"E46.28'Δ=270°44'51"R=61.00'R=170.00' Δ=12°50'19" L=38.09'CH=N42°48'15"E 38.01'S89°24'00"W 39.14'S83°25'12"E2.99'ACCESS, DRAINAGE,UTILITY AND TEMPORARYCONTRUCTION EASEMENT(O.R. 5989, PG. 2484, C.C.R.)LOT 1483LOT 1484LOT 1485TRACT "O-4"(OPEN SPACE & D.E.)61,489 S.F. (1.41 Ac.)U N P L A T T E DR=339.00' Δ=0°01'11" L=0.12'CH=S60°26'57"E 0.12'S34°27'14"W10.04'S60°27'32"E191.86'TRACT "L-3"562,854 S.F. (12.92 Ac.)(LAKE, L.M.E. & D.E.)LOT 1487R=80.00' Δ=6°14'48" L=8.72'CH=N23°27'44"E 8.72'R=80.00' Δ=0°56'56" L=1.32'CH=N20°48'48"E 1.32'TRACT "O-5"(OPEN SPACE & D.E.)21,395 S.F. (0.49 Ac.)U N P L A T T E DN36°23'05"E 24.16'N53°36'55"W 1.00'R=249.00' Δ=88°51'59" L=386.20'CH=N08°02'54"W 348.64'CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF A PORTION OF LOTS 70 AND 71, NAPLESGROVES AND TRUCK CO'S LITTLE FARMS NO. 2,RECORDED IN PLAT BOOK 1, PAGE 27A, COLLIERCOUNTY RECORDS, TOGETHER WITH LANDS LYING INSECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST,A SUBDIVISION LYING INSECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 16PLAT BOOKPAGEJ:\23414\DWG\SURVEYING\PLAT\23414P03.DWG - THU. 10-7-2021 - 12:33 PMSHEET 3 OF 6NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE EAST LINE OF THE SOUTHWEST QUARTER (SW 1/4) OFSECTION 23 TO BEAR S 00°42'19" E.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET0 25 50 100SCALE IN FEET1"=50'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NMatchLineSeeSheet4of6DETAIL 3DETAIL 2DETAIL 1SEE DETAIL 1SEE DETAIL 2SEE DETAIL 316.A.6.cPacket Pg. 252Attachment: Plat Map (20231 : Final Plat - Isles of Collier Preserve Phase 16) C B =N 1 9 °4 9 '0 6 "W N37°03'36"W 72.72' R=2 3 4 .2 8'Δ =6 6 °0 5 '5 7 "L =2 7 0.27'C H =N 1 2 °4 2 '3 9 "W 2 5 5 .5 3 'S33°03'44"E114.44'L =3 8 9 .4 0 'R=245.00' Δ=14°32'40" L=62.19'CH=S12°37'08"E 62.03'R=10.00' Δ=110°34'48" L=19.30'CH=S75°10'52"E 16.44'N49°31'44"E201.02'R=1813.52' Δ=10°10'43" L=322.17'CH=N56°16'09"E 321.75'N41°01'52"E256.77'83°25'12"W53.88'S75°41'10"WR=150.00' Δ=31°20'11" L=82.04'CH=S60°01'04"W 81.02'S44°20'59"WR=430.00' Δ=10°08'48" L=76.15'CH=S37°49'02"E 76.05'R =75 5.0 0'S02°28'18"E99.40'R=270.00' Δ=4°36'59" L=21.75' CH=S04°46'47"E 21.75'S 07 °0 5 '1 7 "E 8 2 .4 1 'N87°31'42"E66.25'R=265.00'Δ=14°54'48"L=68.98'CH=N80°04'18"E68.78'N72°36'54"ES04°12'19"E 62.93'R=282.00' Δ=4°18'19" L=21.19'CH=S06°21'29"E 21.18'R =5 0 0 0 .0 0 'Δ =1 °4 8 '0 7 "L =1 5 7 .2 6 'C H =S 0 9 °2 4 '4 2 "E 1 5 7 .2 5 'S10°18'46"E 13.37'111.48'R=182.00' Δ=19°31'11" L=62.00'CH=N36°10'50"E 61.71'R=58.00'Δ=119°13'18"L=120.69'CB=N86°01'53"ECD=100.06'S34°21'28"E80.55'R=482.00' Δ=4°06'37" L=34.58'CH=S36°24'46"E 34.57'R=550.00'R=150.00' Δ=11°02'57" L=28.93'CH=S05°31'28"E 28.88'S00°00'00"E 21.72'R=482.00' Δ=4°12'19" L=35.38'CH=S02°06'10"E 35.37'N72°36'54"ES72°36'54"WCH=N57°44'18"E229.02'Δ=7°14'25"L=229.17'185.89'Township 50 South,Range 25 EastSection 23SW 1/4Township 50 South,Range 25 EastSection 23SW 1/4TRACT "O-4"(OPEN SPACE & D.E.)61,489 S.F. (1.41 Ac.)TRACT "L-3"562,854 S.F. (12.92 Ac.)(LAKE, L.M.E. & D.E.)TRACT "L-2"225,312 S.F. (5.17 Ac.)(LAKE, L.M.E. & D.E.)CH=N51°54'28"E46.08'Δ=1°27'21"L=46.08'TRACT "L-3"562,854 S.F. (12.92 Ac.)(LAKE, L.M.E. & D.E.)LOT 1441LOT 1442LOT 1443LOT 1444LOT 1446LOT 1447LOT 1448LOT 1449LOT 1450LOT 1451LOT 1476LOT 1475LOT 1477LOT 1478LOT 1481LOT 1479LOT 1480LOT 1482LOT 1484LOT 1483LOT 1485LOT 1486 13,672 S.F. 15,700 S.F. 19,725 S.F. 24,548 S.F. 14,563 S.F. 14,247 S.F. 14,810 S.F. 14,584 S.F. 13,984 S.F. 14,099 S.F. 13,809 S.F. 13,200 S.F. 26,451 S.F. 11,137 S.F. 11,125 S.F. 11,563 S.F. 11,563 S.F. 11,125 S.F. 11,169 S.F. 11,506 S.F. 11,506 S.F. 11,506 S.F.CH=S 0 5 °3 2 '19"E109.39'Δ=1 2 7 °2 6 '4 4 "L=135.69'C D =2 6 0 .7 0 'C B =S 2 4 °4 5 '3 1 "E L =2 6 3 .2 0 'Δ=27°25'08"R=191.00' Δ=69°26'49" L=231.51'CB=S01°39'41"WCD=217.59'L =4 6 7 .1 0 'Δ=49°27'39 "R=541.10'CD=452.73'N45°56'25"E164.02'134.55'R=251.0 0'Δ=7 9 °1 6 '3 2 "L =3 4 7 .2 9 'C H =S 0 3°15'11"E320.24'Δ =2 7 °4 2 '5 7 "C B =S 1 9 °1 2 '1 6 "E R =805.00'C D =3 8 5 .6 2 ' C D =3 9 4 .2 8 ' C B =S 1 7 °3 6 '2 8 "E L =3 9 8 .9 1 'Δ =3 0 °1 6 '2 0 "469.27'R=55.00'Δ=102°11'26"L=98.10'CB=N21°31'11"ECD=85.60'491.97'699.46'25'25'30'30'30'30'3 0 '3 0 '25'25'562 5 '2 5 '4567.70'91.70'CURVE INFORMATIONU N P L A T T E D(CONSERVATION AREA 1)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)(CONSERVATION AREA 4A)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)N=642178.61(Y)E=401430.92(X)N=642400.99 (Y)E=400609.49 (X)N=642459.02 (Y)E=400565.66 (X)N=642708.29 (Y)E=400509.44 (X)10'P.U .E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.50'6 0 '1 0 'P .U .E .1 0 'P .U .E .1 0 'P .U .E .15'D.E.15'D.E .N=641975.06 (Y)E=400762.98 (X)7.5'7.5'7.5'7.5'ParaderaCourtN evisW a ySantoDrive4R=200.00' Δ=20°53'39" L=72.93' CH=S86°07'59"W 72.53'23.65'(TIE)R=500.00' Δ=32°51'27" L=286.74' CH=S23°31'00"E 282.82'77881 5 'D .E . 7 .5 '7 .5 'Δ=0°53'21"L=7.48'CB=S34°48'08"ECD=7.48'Δ=8°48'08"L=111.38'CB=N26°13'04"WCD=111.27'90.20'179.17'Δ=99°49'09"L=106.27'CB=S60°49'45"WCD=93.33'Δ=8°18'47"L=8.42'CB=N30°34'38"ECD=8.41'21.28'N44°03'35"WCH=S04°56'52"W 12.69'Δ=11°56'37" L=12.72'38.44'Δ =6 7 °0 6 '4 0 "L =6 7 .9 4 'C B =N 6 8 °1 7 '2 2 "E C D =6 4 .1 2 'N44°03'35"W9.98'96.41'S48°23'32"WΔ=41°39'07"L=42.16'CB=S57°19'45"ECD=41.24'N 0 6°48'25"W67.61'Δ=16°47'23"L=82.34'CB=N11°13'08"WCD=82.05'Δ=2°08'44"L=2.17'CB=S35°25'50"ECD=2.17'Δ=22°33'23"L=110.62'CB=N30°53'31"WCD=109.91'S55°38'32"WS59°35'33"WΔ=6°38'18"L=63.72'CB=S35°08'56"ECD=63.69'Δ=3°13'17"L=27.10'CB=S36°51'27"ECD=27.10'Δ=0°43'14"L=3.53'CB=N42°31'50"WCD=3.53'Δ=2°07'31"L=26.89'CB=N31°40'53"WCD=26.89'S68°11'00"WΔ=9°17'54"L=89.26'CB=S27°10'50"ECD=89.16'146.21'Δ=9°12'12"L=88.35'CB=S17°55'47"ECD=88.25'Δ=8°45'00"L=110.72'CB=N17°26'30"WCD=110.61'152.37'CH=S01°01'03"E 17.12'Δ=2°02'07" L=17.12'Δ=2°16'45"L=21.88'CB=S12°11'19"ECD=21.88'Δ=7°52'49"L=99.71'CB=N09°07'35"WCD=99.64'S81°04'00"WΔ=2°25'15"L=11.92'CB=S05°24'57"ECD=11.91'Δ=2°10'13"L=18.26'CB=S03°07'13"ECD=18.26'Δ=2°42'53"L=34.35'CB=N03°49'44"WCD=34.35'58.92'11.46'S79°42'00"WΔ=0°59'42"L=86.83'CB=S09°00'29"ECD=86.83'Δ=1°53'03"L=9.27'CB=S07°34'07"ECD=9.27'40.47'R=525.00'Δ=0°42'14"L=6.45'CB=N10°39'53"WCD=6.45'145.00'R=670.00'Δ=0°42'14"L=8.23'CB=S10°39'53"ECD=8.23'Δ=0°48'25"L=70.43'CB=S09°54'33"ECD=70.43'8 3 .7 6 'Δ=37°21'58"L=35.87'CB=N50°32'11"ECD=35.24'N87°07'45"WΔ=9°20'06"L=77.39'CB=S07°08'21"ECD=77.30'67.19'73.02'Δ =3 °2 3 '4 4 "L =3 .2 6 'CB =N 7 0 °5 5 '0 2 "E C D =3 .2 6 'N 1 7 °2 3 '0 6 "W76.28'76.20'N 1 7 °2 3 '0 6 "W76.20'76.20'N 1 7 °2 3 '0 6 "WΔ=1°28'57"L=46.92'CB=N53°22'37"ECD=46.92'31.90'79.20'N 1 7 °2 3 '0 6 "W79.20'76.20'N 1 7 °2 3 '0 6 "W76.20'79.20'N 1 7 °2 3 '0 6 "W79.20'76.20'N 1 7 °2 3 '0 6 "W76.20'76.20'N 1 7 °2 3 '0 6 "W76.20'76.20'N 1 7 °2 3 '0 6 "W76.20'N 1 7 °2 3 '0 6 "WN17°2 3 '0 6 "W 1 5 1 .0 0 '1 5 1 .0 0 '1 5 1 .0 0 '1 5 1 .0 0 '155.19'170.93'154.60'16 4.99'146.62'148.43'146.97'S76°56'00"WS81°04'13"W150.45'144.50'S78°59'00"W180.16'1 4 6 .1 0 '1 4 6 .0 0 '1 4 6 .0 0 '1 4 6 .0 0 '1 4 6 .0 0 '1 4 6 .0 0 'N44°03'35"W1 3 5 .5 4 'Δ=49°2 8 '1 5 "L =2 1 6 .7 2 'C H =N 1 8 °0 9 '1 9"W 210.05'(N/R)(N/R)(N/R)(N/R)(N/R)(N/R)S74°39'22"E13.40'27.38' (TIE)R =2 2 1 .0 0 'Δ =7 9 °1 6 '3 2 "L =3 0 5.78'C H =S 0 3 °1 5 '1 1 "E 2 8 1 .9 7 'R=460.00' Δ=10°08'48" L=81.46'CH=S37°49'02"E 81.36'L =4 1 4 .7 6 'S02°28'18"E36.70'R=25.00' Δ=90°00'00" L=39.27' CH=S47°28'18"E 35.36'N87°31'42"E11.25'R=235.00'Δ=14°54'48"L=61.17'CH=N80°04'18"E60.99'N72°36'54"ES87°31'42"W10.37'S02°28'18"E16.33'N 1 0 °1 8 '4 6 "W 9 5 .2 2 'R=300.00'Δ=7°50'28"L=41.06'CH=N06°23'32"W41.02'N02°28'18"W99.40'C B =N 1 7 °3 6 '2 8 "W L =3 8 3 .0 6 'Δ =3 0 °1 6 '2 0 "R =2 8 1 .0 0 'Δ =4 0 °0 4 '0 0 "L=196.50'C H =N 2 2 °5 1 '2 7 "W 192.52'R=25.00' Δ=80°35'45" L=35.17'CH=N43°07'19"W 32.34'N83°25'12"W 2.99'R=175.00' Δ=20°53'39" L=63.82'CH=S86°07'59"W 63.46'S75°41'10"WN44°20'59"E48.43'R=125.00' Δ=31°20'11" L=68.37'CH=S60°01'04"W 67.52'R =61.00'Δ=270°44'51"L=288.25'CH=N45°39'01"W85.70'S44°20'59"W48.43'R=60.00' Δ=45°22'25" L=47.52'CB=S21°39'46"WCD=46.28'R =78 5 .0 0 'Δ =3 0 °1 6 '2 0 "C D =4 0 9 .9 5 ' C B =S 1 7 °3 6 '2 8 "E N75°41'10"E699.46'R=475.00' Δ=37°28'26" L=310.67' CH=S21°12'31"E 305.16'R=25.00' Δ=90°00'00" L=39.27'CH=S42°31'42"W 35.36'C D =3 7 8 .6 2 '15'D.E.164.02'Domingo(PRINCIPAL STRUCTURE)PRESERVE SETBACK LINE(ACCESSORY STRUCTURE)PRESERVE SETBACK LINE10'25'C.U.E.S72°36'54"W699.46'R=295.00'Δ=14°54'48"L=76.78'CH=S80°04'18"W76.57'R =72 5.0 0'R=400.00'Δ=10°08'48"L=70.84'CB=N37°49'02"W CD=70.75'R=175.00'Δ=31°20'11"L=95.71'CH=N60°01'04"E94.52'164.02'R=60.00'Δ=45°22'25"L=47.52'CH=N67°02'12"E46.28'(N/R)LOT 1474LOT 1452LOT 1445LOT 1440LOT 1487LOT 1488LOT 1489LOT 1490LOT 1491LOT 1492SHEET 4 OF 6NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE EAST LINE OF THE SOUTHWEST QUARTER (SW 1/4) OFSECTION 23 TO BEAR S 00°42'19" E.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET0 25 50 100SCALE IN FEET1"=50'CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF A PORTION OF LOTS 70 AND 71, NAPLESGROVES AND TRUCK CO'S LITTLE FARMS NO. 2,RECORDED IN PLAT BOOK 1, PAGE 27A, COLLIERCOUNTY RECORDS, TOGETHER WITH LANDS LYING INSECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST,A SUBDIVISION LYING INSECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 16PLAT BOOKPAGEJ:\23414\DWG\SURVEYING\PLAT\23414P04.DWG - FRI. 10-8-2021 - 10:03 AMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NMatchLineSeeSheet6of6MatchLineSeeSheet5of6MatchLineSeeSheet6of6MatchLineSeeSheet3of616.A.6.cPacket Pg. 253Attachment: Plat Map (20231 : Final Plat - Isles of Collier Preserve Phase 16) FD. R.R. SPIKENORTH 1/4 COR. SEC. 23(CCR#20768)FD. 4"x4" C.M. (POST)(ALUM. CAP)NORTHWEST COR. SEC. 2322 2315 1423 2414 13FD 40D NAIL (IN CUTOUT)NORTHEAST COR. SEC. 23 (CCR#37909)N=646040.86 (Y)E=399388.63 (X)N=646075.28 (Y)E=402031.86 (X)N=646085.90 (Y)E=404726.25 (X)N89°15'14"E2643.41'(M)N89°46'27"E2694.38'(M)N00°42'19"W5404.37'(M)3382.15'(TIE)(1/4SEC.COR.TO1/4SEC.COR.)R=20.00' Δ=30°45'04" L=10.73'CH=N56°24'25"E 10.61'R=104.17' Δ=17°29'07" L=31.79'CH=N80°31'30"E 31.67'N89°27'07"E 13.42'N00°42'19"W 0.68'N89°30'02"ER=87.37'Δ=129°45'03"L=197.86'CH=S00°35'08"E158.21'S56°08'41"W 14.45'R=30.00' Δ=150°27'10" L=78.78'CH=S18°40'18"E 58.02'N89°44'05"E157.82'R=680.00'Δ=30°12'08"L=358.45'CH=S78°47'49"E354.31'S63°41'45"E100.54'R=820.00'Δ=20°26'35"L=292.57'CH=S73°55'02"E291.02'S00°43'16"ER=980.00'Δ=21°31'16"L=368.10'CH=N74°27'23"W365.94'N63°41'45"W100.54'R=520.00'Δ=30°12'08"L=274.11'CH=N78°47'49"W270.94'S86°06'07"WR=40.00' Δ=51°29'42" L=35.95'CH=S60°21'16"W 34.75'R=130.00' Δ=42°14'06" L=95.83'CH=S55°43'28"W 93.67'R=40.00' Δ=77°32'47" L=54.14'CH=S38°04'08"W 50.10'S00°42'15"E156.09'S89°30'51"W 1.00'R=285.00'Δ=13°29'13"L=67.09'CH=N79°21'31"E66.93'N86°06'07"ER=1000.00' Δ=6°09'37" L=107.52'CH=N83°01'18"E 107.47'N79°56'30"E 32.84'104.76'168.99'51.33'N 1 7 °2 3 '0 6 "W 1 4 6 .0 0 'N70°21'27"W37.31'S86°06'07"WR=466.00'Δ=13°29'13"L=109.69'CB=S79°21'31"WCD=109.44'CH=S71°48'37"E231.48'Δ=16°13'43"L=232.26'9.37'Township 50 South,Range 25 EastSection 23SE 1/4TRACT "O-1"(OPEN SPACE & D.E.)47,374 S.F. (1.09 Ac.)TRACT "O-2"(OPEN SPACE & D.E.)67,470 S.F. (1.55 Ac.)TRACT "L-1"119,404 S.F. (2.74 Ac.)(LAKE, L.M.E. & D.E.)TRACT "L-2"225,312 S.F. (5.17 Ac.)(LAKE, L.M.E. & D.E.)LOT 1434LOT 1435LOT 1436LOT 1437LOT 1438LOT 1439LOT 1440LOT 1445 11,125 S.F. 11,506 S.F. 11,506 S.F. 13,076 S.F. 13,814 S.F. 11,506 S.F. 11,506 S.F. 11,506 S.F.475.11'443.02'N41°01'52"E256.77'S72°36'54"W469.27'258.39'272.98'N72°36'54"E491.97'31.94'S00°42'19"E 755.22'N72°36'54"E699.46'3 0 '3 0 '30'30'"Naples Groves and TruckCo's Little Farms No. 2"(P.B. 1, PG. 27A, C.C.R.)Lot 70Lot 71"Naples Groves and TruckCo's Little Farms No. 2"(P.B. 1, PG. 27A, C.C.R.)(CONSERVATION AREA 2)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)(CONSERVATION AREA 3)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)Lot 28N=642681.46 (Y)E=402020.02 (X)N=642697.21 (Y)E=402516.50 (X)N=642476.73 (Y)E=402682.52 (X)N=642363.34 (Y)E=403120.21 (X)N=642121.84 (Y)E=403401.87 (X)N=642282.71 (Y)E=403399.85 (X)N=642317.10 (Y)E=402693.39 (X)N=642214.85 (Y)E=402111.77 (X)25'(P)25'(P)BayshoreDrive1 0 'P .U .E .1 0 'P .U .E .10'P.U.E.10'P.U.E.20'D.E.&L.A.E.10'10'SantoDrive(CONSERVATION AREA 1)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)(1/4SEC.COR.TO1/4SEC.COR.)Lot 71"Naples Groves and TruckCo's Little Farms No. 2"(P.B. 1, PG. 27A, C.C.R.)Lot 27Lot 26Lot 2510'P.U.E.76.20'N 1 7 °2 3 '0 6 "W76.20'76.20'N 1 7 °2 3 '0 6 "W76.20'76.20'N 1 7 °2 3 '0 6 "W76.20'Δ =4 °2 6 '0 6 "L =2 4 .3 8 'C B =N 7 4 °4 9 '5 7 "E C D =2 4 .3 8 '56.37'N 1 7 °2 3 '0 6 "W56.37'Δ =4 °2 6 '0 6 "L =3 6 .0 7 'C B =S 7 4 °4 9 '5 7 "W C D =3 6 .0 6 '29.79'Δ =9 °0 3 '0 7 "L =49 .77 ' C B =N 8 1 °3 4 '3 4 "E C D =4 9 .7 1 ' N 1 2 °5 7 '0 0 "W Δ =9 °0 3 '0 7 " L=73 .6 2 ' C B =S 8 1 °3 4 '3 4 "W C D =7 3 .5 5 '29.79'S03°53'53"E76.20'76.20'S03°53'53"E76.20'76.20'S03°53'53"E76.20'76.20'1 5 1 .0 0 '1 5 1 .0 0 '1 5 1 .0 0 '1 5 1 .0 0 '151.00'151.00'151.00'1 4 6 .0 0 '160.89'R=315.00'Δ=13°29'13"L=74.15'CH=N79°21'31"E73.98'N86°06'07"EN72°05'51"E30.89'N83°21'46"E42.55'S85°22'19"E30.83'R=970.00' Δ=0°22'35" L=6.37'CB=N80°07'47"ECD=6.37'N79°56'30"E32.84'S63°41'45"E84.16'N83°37'47"E8.03'S00°43'16"E58.45'R=84.00' Δ=12°33'48" L=18.42'CH=S70°06'32"W 18.38'R=166.00'Δ=27°56'38"L=80.96'CB=S77°47'57"WCD=80.16'R=246.00'Δ=18°35'29"L=79.82'CB=N78°56'00"WCD=79.47'R=255.00'Δ=13°29'13"L=60.02'CH=S79°21'31"W59.89'N72°36'54"E699.46'R=946.00'Δ=1°32'30"L=25.45'CH=N68°52'01"W25.45'267.76'10'L.B.E.R=1030.00'Δ=6°09'37"L=110.74'CB=S83°01'18"WCD=110.69'S86°06'07"W272.98'R=570.00'S79°56'30"W32.84'L=399.83'R=630.00'Δ=36°21'45"CD=393.15'CB=S81°52'38"ER=600.00'CD=374.43'CB=S81°52'38"EL=380.79'Δ=36°21'45"126.00'Δ=36°21'45"S63°41'45"EN83°37'47"E72.94'N83°37'47"E41.22'R=288.00'Δ=26°30'16"L=133.23'CH=S83°07'05"E132.04'L=361.75'CB=N81°52'38"WCD=355.71'R=116.00'Δ=25°36'53"L=51.86'CH=N55°17'19"W51.43'N63°41'45"W77.46'R=84.00'Δ=21°12'52"L=31.10'CH=N53°05'19"W30.92'R=300.00'Δ=32°40'28"L=171.08'CH=S80°01'59"E168.77'R=288.00'Δ=26°30'16"L=133.23'CH=S83°07'05"E132.04'R=288.00'Δ=26°30'16"L=133.23'CH=S83°07'05"E132.04'R=858.00'Δ=1°49'33"L=27.34'CH=S68°57'11"E27.34'R=112.00'Δ=17°49'34"L=34.85'CH=S76°57'11"E34.71'R=88.00'Δ=22°10'13"L=34.05'CH=S74°46'52"E33.84'DomingoCountyRoad(P)50'(P)(PRINCIPAL STRUCTURE)PRESERVE SETBACK LINE25'28.61'29.85'S72°36'54"W699.46'CH=N84°55'24"W 10.05'Δ=0°35'16" L=10.05'N00°43'16"W 67.32'S89°16'44"W32.36'N45°43'19"W42.74'N44°16'44"E18.36'CH=S82°01'54"E 60.30'Δ=4°12'51" L=60.31'25.30'135.59'CH=N74°09'45"W356.06'Δ=20°56'01"L=358.05'S00°42'19"E737.12'S89°30'51"W 31.00'742.98'30.00'151.00'N03°53'53"W(PUBLICROAD)TRACT "R-2"(PUBLIC ROAD R/W, D.E.,A.E., C.U.E. & P.U.E.)7,223 S.F. (0.17 Ac.)TRACT "O-6"(OPEN SPACE)22,213 S.F. (0.51 Ac.)10'D.E.LOT 1441LOT 1446(P.B. 4, PG. 64, C.C.R.)TRACT "L-1"119,404 S.F. (2.74 Ac.)(LAKE, L.M.E. & D.E.)N89°27'07"E13.42'N00°42'19"W 0.68'N89°30'02"E443.02'Lot 28S00°42'15"E156.09'S89°30'51"W 1.00'S00°42'19"E 755.22'SHEET 5 OF 6NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE EAST LINE OF THE SOUTHWEST QUARTER (SW 1/4) OFSECTION 23 TO BEAR S 00°42'19" E.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET0 25 50 100SCALE IN FEET1"=50'A REPLAT OF A PORTION OF LOTS 70 AND 71, NAPLESGROVES AND TRUCK CO'S LITTLE FARMS NO. 2,RECORDED IN PLAT BOOK 1, PAGE 27A, COLLIERCOUNTY RECORDS, TOGETHER WITH LANDS LYING INSECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST,A SUBDIVISION LYING INSECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 16PLAT BOOKPAGEJ:\23414\DWG\SURVEYING\PLAT\23414P05.DWG - THU. 10-7-2021 - 12:37 PMCIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NMatchLineSeeSheet4of6DETAIL 4DETAIL 5SEE DETAIL 4SEE DETAIL 5MatchLineSeeSheet6of616.A.6.cPacket Pg. 254Attachment: Plat Map (20231 : Final Plat - Isles of Collier Preserve Phase 16) N=640671.26 (Y)E=402098.39 (X)POINT OF BEGINNINGPOINT OFCOMMENCEMENTFD. 4"x4" C.M. W/ 3/4" PIPE(BROKEN)SOUTH QUARTER COR.SEC. 23 (CCR# 22077)N=641264.15 (Y)E=402091.09 (X)N00°42'19"W592.92'(TIE)S18°49'13"WR=30.30' Δ=32°52'46" L=17.39'CH=S35°15'36"W 17.15'S51°41'59"W170.09'R=30.00' Δ=67°38'11" L=35.41'CH=S85°31'05"W 33.39'R=230.00' Δ=48°44'53" L=195.69'CH=N36°17'24"W 189.84'R=10.00' Δ=26°23'04" L=4.60'CH=N25°06'29"W 4.56'N38°18'01"W 24.98' R =1 1 05.00'Δ =14°41'33"L=283.36'C H =N 30°57'14"W 282.58'R=555.00' Δ=16°51'48" L=163.35'CH=N32°02'22"W 162.76'N40°28'16"W S60°38'09"W109.08'S34°22'25"W 19.14'S60°14'55"W 34.19'S19°31'51"W 31.37'S27°42'00"E 38.91'S09°24'49"E 34.78'S27°09'01"E 35.95'S00°39'18"W 69.92'S25°54'01"W 22.74'S68°28'11"WN81°26'00"W 39.69'N49°58'11"W 51.35'N16°55'44"W 57.73'N00°52'32"W 53.56'N35°10'00"W 44.15'N10°29'12"E 42.25'N39°02'46"E 56.96'N04°45'35"E 43.30'N33°45'50"W 55.56'N00°00'12"W 33.83'N27°01'28"E 44.86'N18°43'13"E 53.92'N21°02'19"W 26.82'N62°08'46"W 34.47'S65°48'53"W 45.46'N80°30'47"W 63.48'N47°14'09"W 18.38'R=223.96' Δ=8°51'02" L=34.60'CH=N31°48'20"W 34.56'R=160.20' Δ=12°23'05" L=34.63'CB=N21°11'16"WCD=34.56'R=210.16' Δ=37°48'41" L=138.69'CB=N01°36'45"ECD=136.19'755.22'R =5 0 0 .0 0 'Δ =3 2 °5 1 '2 7 "L =2 8 6 .7 4 'C H =S 23°31'00"E282.82'S39°56'43"ES 2 6 °30 '1 1 "E 7 9.7 8 'R =800.00'Δ =19°39'04"L=274.38'CH=S36°19'43"E273.04'S46°09'15"E42.47'R =6 7 0 .0 0 'Δ =1 5 °0 5 '5 3 "L =1 7 6 .5 5 'C H =S 1 7 °5 1 '4 2 "E 1 7 6 .0 4 'S 25°2 4'39 "E 92 .6 0'S23°17'11"E 62.17'737.12'R=205.00'Δ=42°20'12"L=151.48'CH=N53°59'51"W148.05'R =629.00'Δ =6°19'34"L=69.45'C B =N 2 9 °39'58"WCD=69.41'N 2 6 °30 '1 1 "W 7 9.7 8 'R=971.00'Δ=13°26'32"L=227.81'C H =N 33°13'27"W 2 27 .29 'N39°56'43"W R=329.00' Δ=10°22'11" L=59.55'CH=N34°45'38"W 59.46' Δ=39°29'38" L=42.05'CB=S39°54'59"WCD=41.22'N 30°20'12"W45.56'Township 50 South,Range 25 EastSection 23SW 1/4Township 50 South,Range 25 EastSection 23SW 1/4TRACT "L-2"225,312 S.F. (5.17 Ac.)(LAKE, L.M.E. & D.E.)TRACT "O-3"(OPEN SPACE & D.E.)1,760 S.F. (0.04 Ac.)TRACT "L-3"562,854 S.F. (12.92 Ac.)(LAKE, L.M.E. & D.E.)TRACT "L-3"562,854 S.F. (12.92 Ac.)(LAKE, L.M.E. & D.E.)LOT 1452LOT 1453LOT 1454LOT 1455LOT 1456LOT 1457LOT 1458LOT 1459LOT 1460LOT 1461LOT 1462LOT 1463LOT 1464LOT 1465LOT 1466LOT 1467LOT 1468LOT 1469LOT 1470LOT 1471LOT 1472LOT 1473LOT 1474 14,567 S.F. 14,664 S.F. 15,957 S.F. 14,964 S.F. 15,519 S.F. 15,542 S.F. 15,434 S.F. 15,533 S.F. 16,101 S.F. 18,804 S.F. 23,176 S.F. 19,941 S.F. 15,100 S.F. 12,644 S.F. 11,696 S.F. 11,851 S.F. 11,937 S.F. 11,686 S.F. 11,928 S.F. 11,928 S.F. 13,003 S.F. 16,399 S.F.224.62'208.62'S00°42'19"ER=55.00'Δ=102°11'26"L=98.10'CB=N21°31'11"ECD=85.60'205.72'205.72'25'25'25'25'25'25U N P L A T T E DU N P L A T T E D"HollyTerrace"(P.B.4,PG.64,C.C.R.)Lot28Lot73"NaplesGrovesandTruckCo'sLittleFarmsNo.2"(P.B.1,PG.27A,C.C.R.)Lot74(CONSERVATION AREA 4A)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)(CONSERVATION AREA 4A)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)N=641025.67 (Y)E=402009.81 (X)N=641080.39 (Y)E=401703.36 (X)N=641322.73 (Y)E=401558.01 (X)N=641460.70 (Y)E=401471.66 (X)N=641415.01 (Y)E=401220.01 (X)N=641324.64 (Y)E=401209.27 (X)N=641248.07 (Y)E=401015.21 (X)N=641473.43 (Y)E=400901.27 (X)N=641607.01 (Y)E=400909.87 (X)N=641838.93 (Y)E=400759.17 (X)10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.15'D.E.15 'D .E .20'D.E.&L.A.E.N=641975.07 (Y)E=400763.00 (X)10'10'7 .5 '7 .5'7.5'7.5'NevisW ay5404.37'(M)(1/4SEC.COR.TO1/4SEC.COR.)20'D.E.20'D.E.20'D.E. 15,112 S.F.R=800.00'C D =187.26'CB=S33°13'27"E L=187.69'Δ=13°26'32"145.00'N87°07'45"WS62°27'16"WΔ=17°51'51"L=148.10'CB=S20°44'19"ECD=147.50'Δ=61°25'44"L=58.97'CB=N01°08'20"ECD=56.18'Δ=1°02'20"L=5.97'CB=N30°05'42"WCD=5.97'S69°21'00"WΔ=9°38'00"L=112.65'CB=S15°50'00"ECD=112.52'Δ=9°38'00"L=88.27'CB=N15°50'00"WCD=88.17'S59°41'00"W57.51 'Δ=4°45'39"L=55.67'CB=S23°01'50"ECD=55.66'Δ=9°40'00"L=88.58'CB=N25°29'00"WCD=88.47'19.68'Δ=10°16'29"L=85.18'CB=S34°48'29"ECD=85.07'Δ=9°19'51"L=53.58'CB=N35°16'48"WCD=53.52'19.68'S50°03'17"W20.44'3 5.09'Δ=9°37'43"L=88.23'CB=N35°07'52"WCD=88.12'S49°32'00"W81.70'81.70'S50°03'17"WS50°03'17"W91.40'92.89'S50°03'00"W91.72'91.70'81.70'81.70'S50°03'17"WS53°43'00"WΔ=3°39'43"L=52.73'CB=S38°06'52"ECD=52.72'22.64'22.64'Δ=3°39'43"L=62.06'CB=N38°06'52"WCD=62.05'S56°12'00"WΔ=6°47'19"L=65.76'CB=N37°04'37"WCD=65.72'21.07'21.13'Δ=6°08'42"L=83.12'CB=N36°52'23"WCD=83.08'S58°56'00"WΔ=5°13'00"L=75.11'CB=S33°40'30"ECD=75.09'Δ=5°13'00"L=88.41'CB=N33°40'30"WCD=88.38'5.11'163.28'Δ=9°00'57"L=87.33'CB=N29°10'28"WCD=87.24'Δ=7°17'51"L=98.71'CB=N30°09'06"WCD=98.64'9.64'S63°29'49"W9.64'Δ=4°33'49"L=65.71'CB=S28°47'05"ECD=65.69'Δ=4°33'49"L=77.34'CB=N28°47'05"WCD=77.32'Δ=0°48'49"L=11.01'CB=S26°54'35"ECD=11.01'7 0 .14 '7 0 .14 'Δ=0°48'49"L=8.93'CB=N26°54'35"WCD=8.93'S62°41'00"WΔ=1°02'33"L=15.01'CB=N27°01'28"WCD=15.01'S59°11'00"WΔ=4°32'46"L=87.68'CB=N25°52'51"WCD=87.65'Δ=1°03'32"L=10.26'CB=N24°08'14"WCD=10.26'7 4.6 8 'S56°13'00"WΔ=5°06'01"L=98.36'CB=N30°42'14"WCD=98.33'Δ=6°14'16"L=89.82'CB=N30°39'52"WCD=89.77'Δ=7°04'00"L=95.59'CB=N30°51'00"WCD=95.53'Δ=5°30'45"L=60.52'CB=N30°04'23"WCD=60.49'Δ=4°46'10"L=17.07'CB=N35°12'51"WCD=17.06'S55°37'00"WΔ=16°54'41"L=17.71'CB=S51°12'41"ECD=17.65'Δ=8°22'21"L=113.25'CB=S38°34'10"ECD=113.15'Δ=18°56'37"L=67.78'CB=N47°04'15"WCD=67.47'S32°15'01"W167.65'Δ=5°02'46"L=97.32'CB=N35°46'38"WCD=97.29'Δ=6°42'35"L=96.61'CB=N37°08'18"WCD=96.56'S51°29'00"WΔ=21°43'46"L=87.23'CB=N22°46'50"WCD=86.71'Δ=27°01'07"L=108.46'CB=N47°09'16"WCD=107.46'Δ=101°03'07"L=107.59'CB=N69°48'39"WCD=94.17'Δ=27°10'51"L=97.25'CB=N70°07'58"WCD=96.34'200.14'S78°59'00"W180.16'146.15'145.00'147.46'146.00'164.44'146.00'163.59'162.75'146.00'146.00'162.33'146.00'S62°01'00"W146.00'146.00'165.20'165.38'146.48'161.15'S55°55'53"W171.47'20.11' (TIE)S60°38'09"W14.33'(N/R)Δ=2°45'46"L=39.78'CB=N41°52'28"WCD=39.78'(N/R)12.25'(N/R)(N/R)Δ=19°15'09"L=20.50'CB=N09°39'30"WCD=20.40'R =4 7 5 .0 0 'Δ =3 7 °2 8 '2 6 "L =3 1 0 .6 7 'C H =S 21°12'31"E305.16'S39°56'43"E205.72'S 2 6 °3 0 '1 1 "E 7 9.7 8 'R =775.00'Δ =16°15'10"L=219.84'CH=S34°37'46"E219.10'R=61.00'Δ=270°39'11"L=288.15'CH=S44°38'29"W85.77'R=60.00'Δ=43°13'26"L=45.26'CH=N21°38'39"W44.20'R =825 .00'Δ =16°45'11"L=241.23'CH=N34°52'46"W 240.37'205.72'R=775.00'Δ=13°26'32"L=181.83'CH=N33°13'27"W 181.41'N39°56'43"W R =5 2 5 .0 0 'Δ =2 9 °3 7 '5 8 "L =2 7 1 .5 2 'C H =N 25°07'45"W 268.51'R=60.00'Δ=47°55'46"L=50.19'CH=S66°43'14"E48.74'10'L.B.E.10'L.B.E.Δ=110°51'16"L=118.02'CB=S35°15'29"ECD=100.46'Δ=31°01'05"L=32.48'CB=S75°10'34"ECD=32.09'20'D.E.R=825.00'Δ=13°26'32"L=193.5 6'CH=S33°13'27"E 193.11'(N/R)(N/R)(ACCESSORY STRUCTURE)PRESERVE SETBACK LINE(PRINCIPAL STRUCTURE)PRESERVE SETBACK LINE10'25'5'10'(ACCESSORY STRUCTURE)PRESERVE SETBACK LINE(PRINCIPAL STRUCTURE)PRESERVE SETBACK LINE25'10'25'25'(PRINCIPAL STRUCTURE)PRESERVE SETBACK LINE(ACCESSORY STRUCTURE)PRESERVE SETBACK LINE10'10'51.81'S71°10'47"E24.49'(N/R)251.94'N 2 6 °3 0 '1 1"W 7 9.7 8 'S00°42'19"ECH=N79°26'41"W30.59'Δ=8°33'26"L=30.62'742.98'TRACT "O-6"(OPEN SPACE)22,213 S.F. (0.51 Ac.)10'D.E.10'D.E.S10°00'00"E58.97'Δ=2°44'45" L=9.82' (TIE)LOT 1451LOT 1475SHEET 6 OF 6NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE EAST LINE OF THE SOUTHWEST QUARTER (SW 1/4) OFSECTION 23 TO BEAR S 00°42'19" E.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET0 25 50 100SCALE IN FEET1"=50'A REPLAT OF A PORTION OF LOTS 70 AND 71, NAPLESGROVES AND TRUCK CO'S LITTLE FARMS NO. 2,RECORDED IN PLAT BOOK 1, PAGE 27A, COLLIERCOUNTY RECORDS, TOGETHER WITH LANDS LYING INSECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST,A SUBDIVISION LYING INSECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 16PLAT BOOKPAGEJ:\23414\DWG\SURVEYING\PLAT\23414P06.DWG - THU. 10-7-2021 - 12:39 PMCIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NMatchLineSeeSheet4of6MatchLineSeeSheet4of6SeeSheet5of616.A.6.cPacket Pg. 255Attachment: Plat Map (20231 : Final Plat - Isles of Collier Preserve Phase 16)