Agenda 01/26/2021 Item #16A 6 (Final Plat for Isles of Coller Preserve Phase 15)01/26/2021
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 15 (Application Number PL20200001712)
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 15, a subdivision of lands located in Section 19, Township 50 South,
Range 26 East, Collier County, Florida, following the alternative procedure for approval of subdivision
plats pursuant to Resolution 99-199. 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 15. 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 15 be
approved for recording.
FISCAL IMPACT: The project cost is $1,701,753 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $ 674,360
b) Drainage, Paving, Grading $1,027,393
The Security amount, equal to 110% of the
project cost, is $1,871,928.30
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: $52,357.59
16.A.6
Packet Pg. 411
01/26/2021
The Fees are based on a construction estimate of $1,701,753 and were paid in September, 2020.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,305.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 5,057.70
c) Drainage, Paving, Grading
(.75% const. est.) $ 7,705.45
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $ 15,173.10
e) Drainage, Paving, Grading
(2.25% const. est.) $ 23,116.34
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 15 (Application Number PL20200001712) for recording with the following stipulations:
1. Approve the amount of $1,871,928.30 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. 412
01/26/2021
ATTACHMENT(S)
1. Location Map (PDF)
2. Opinion of Probable Cost (PDF)
3. Plat Map (PDF)
16.A.6
Packet Pg. 413
01/26/2021
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.6
Doc ID: 14543
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 15 (Application Number
PL20200001712) approval of the standard form Construction and Maintenance Agreement and approval
of the amount of the performance security.
Meeting Date: 01/26/2021
Prepared by:
Title: Technician – Growth Management Development Review
Name: Lucia Martin
12/17/2020 11:28 AM
Submitted by:
Title: Director – Growth Management Department
Name: Matthew McLean
12/17/2020 11:28 AM
Approved By:
Review:
Growth Management Operations & Regulatory Management Rose Burke Additional Reviewer Completed 12/17/2020 1:16 PM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 12/21/2020 7:35 AM
Growth Management Department Jeanne Marcella Level 1 Reviewer Completed 12/22/2020 8:00 AM
Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 12/23/2020 9:33 AM
Growth Management Department Matthew McLean Additional Reviewer Completed 12/23/2020 1:52 PM
Public Services Department Jeanne Marcella Deputy Department Head Review Skipped 12/28/2020 8:43 AM
County Attorney's Office Derek D. Perry Level 2 Attorney Review Completed 12/29/2020 10:19 AM
Growth Management Department Jeanne Marcella Department Head Review Completed 12/29/2020 10:37 AM
Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 12/29/2020 11:09 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 12/29/2020 12:56 PM
Office of Management and Budget Laura Zautcke Additional Reviewer Completed 01/04/2021 10:17 AM
County Manager's Office Dan Rodriguez Level 4 County Manager Review Completed 01/07/2021 5:23 PM
Board of County Commissioners MaryJo Brock Meeting Pending 01/26/2021 9:00 AM
16.A.6
Packet Pg. 414
THE ISLES OF COLLIER PRESERVE PHASE 15
LOCATION MAP
16.A.6.a
Packet Pg. 415 Attachment: Location Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
Page 1 of 3
ITEM
NO. DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
I. EARTHWORK
110-1 Erosion Control 1 LS $20,000.00 $20,000.00
530-1 Rip Rap (6"-8") 63 SY $80.00 $5,040.00
575-1 Sod 86,000 SY $2.00 $172,000.00
$197,040.00
II. ROADWAY
160-1 Type "B" Stabilization (12") 14,315 SY $2.00 $28,630.00
200-1 Limerock Base w/Prime Coat (6") 11,800 SY $7.00 $82,600.00
331-1 Asphalt Concrete Type S-III 1" (1st Lift) 11,701 SY $5.00 $58,505.00
331-2 Asphalt Concrete Type S-III 3/4" (Final Lift) 11,701 SY $4.50 $52,654.50
331-3 Brick Pavers 60 SY $40.00 $2,400.00
331-4 FPL Pathway Improvement (Limerock) 153 SY $6.00 $918.00
520-1 Valley Gutter (2' Wide) 7,222 LF $12.00 $86,664.00
520-2 Type "F" Curb 1,551 LF $9.00 $13,959.00
520-3 Type "A" Curb 579 LF $9.00 $5,211.00
520-4 8" Ribbon Curb 73 LF $12.00 $876.00
522-1 4" Thick Concrete Sidewalk 4,250 SY $20.00 $85,000.00
522-2 ADA Ramps w/ Detectable Warning 7 EA $700.00 $4,900.00
522-3 6" Reinforced Concrete 22 SY $75.00 $1,650.00
700-1 Signing and Pavement Markings 1 LS $5,000.00 $5,000.00
$428,967.50
November 11, 2020
Plat Bond
ENGINEER'S OPINION OF PROBABLE COST
SUB-TOTAL:
Isles of Collier Preserve Phase 15
for the construction of
SUB-TOTAL:
16.A.6.b
Packet Pg. 416 Attachment: Opinion of Probable Cost (14543 : Final Plat Isles of Collier Preserve Phase 15)
Page 2 of 3
ITEM
NO. DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
III. DRAINAGE
425-1 Valley Gutter Inlet 14 EA $4,000.00 $56,000.00
425-2 Type "C" Inlet 2 EA $3,000.00 $6,000.00
425-3 Type "9" Inlet 2 EA $3,500.00 $7,000.00
425-4 18" Endwall 3 EA $1,500.00 $4,500.00
425-5 30" Endwall 6 EA $2,200.00 $13,200.00
425-6 24" Endwall 2 EA $1,900.00 $3,800.00
425-7 8" Flared End Section 1 EA $500.00 $500.00
430-1 18" RCP Storm Sewer 768 LF $40.00 $30,720.00
430-2 30" RCP Storm Sewer 1,348 LF $98.00 $132,104.00
430-3 24" RCP Storm Sewer 529 LF $70.00 $37,030.00
430-4 8" ADS Storm Drain 761 LF $17.50 $13,317.50
430-5 12" ADS Storm Drain 415 LF $21.00 $8,715.00
430-6 18" ADS Storm Drain 530 LF $35.00 $18,550.00
430-7 Junction Box 3 EA.$3,150.00 $9,450.00
430-8 Yard Drain 13 EA $550.00 $7,150.00
$348,036.50
IV.
A. 8"DR-18 PVC Watermain 4,712 LF $25.00 $117,800.00
B. 8" DR-14 PVC Watermain 80 LF $30.00 $2,400.00
C. 8" Gate Valve 9 EA $1,800.00 $16,200.00
D. Fire Hydrant Assembly 7 EA $4,200.00 $29,400.00
E. Single Water Service 56 EA $900.00 $50,400.00
F. Double Water Service 40 EA $1,200.00 $48,000.00
G. Permanent Bacterial Sample Point 4 EA $1,200.00 $4,800.00
H. Permanent Automatic Flushing Device 2 EA $6,500.00 $13,000.00
$282,000.00SUB-TOTAL:
SUB-TOTAL:
WATERLINE AND ACCESSORIES
16.A.6.b
Packet Pg. 417 Attachment: Opinion of Probable Cost (14543 : Final Plat Isles of Collier Preserve Phase 15)
Page 3 of 3
ITEM
NO. DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
V.
A. 8" SDR 26 Sanitary Sewer 4,224 LF $40.00 $168,960.00
B. 4' Sanitary Manhole 21 EA $7,400.00 $155,400.00
C. 6" Sewer Service (Double) 68 EA $1,000.00 $68,000.00
$392,360.00
VI.
A. 1 Gallon Cordgrass 1,935 EA $5.00 $9,675.00
B. Littoral Plantings 1,516 EA $1.50 $2,274.00
$11,949.00
VIII. SITE LIGHTING
A. FPL Town & Country Street Lights 46 EA $900.00 $41,400.00
$41,400.00
$1,701,753.00
$170,175.30
$1,871,928.30
For the Firm
Estimated Date of Completion: 1/2022
Barraco and Associates, Inc.
2271 McGregor Boulevard
P.O. Drawer 2800
________________________________
Timothy B. Gavin, P.E.
Certificate of Authorization No. 7995
Florida P.E. No. 70675
TOTAL:
SUB-TOTAL:
10% BOND TOTAL:
SUB-TOTAL:
BOND TOTAL:
Fort Myers, FL 33902-2800
SEWER SYSTEM
LANDSCAPING
SUB-TOTAL:
This item has been GLJLWally signed and sealed by
Timothy B. Gavin on the date adjacent to the seal.
Printed copies of this document are not considered signed
and sealed and VLJQDWXUH must be verified on any electronic
copies.
Digitally signed
by Timothy B
Gavin
Date: 2020.11.11
16:32:57 -05'00'
16.A.6.b
Packet Pg. 418 Attachment: Opinion of Probable Cost (14543 : Final Plat Isles of Collier Preserve Phase 15)
DESCRIPTIONTRACT "F-1" OF ISLES OF COLLIER PRESERVE PHASE 3,according to the Plat thereof, as recorded in Plat Book 57, page66 through 75, of the Public Records of Collier County, Florida.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 TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P01.DWG - MON. 12-14-2020 - 4:22 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 CENTER LINE OF U.S. 41 (TAMIAMI TRAIL EAST), TO BEAR N39°03'58"W.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 .90TAM 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 WILLIAM BULLOCK, AS VICE PRESIDENT OF MINTOSABAL BAY, LLC, A FLORIDA LIMITED LIABILITY COMPANY, ON BEHALF OF SAID LIMITED LIABILITY COMPANY. HE [ ] ISPERSONALLY KNOWN TO ME OR [ ] HAS PRODUCED __________________________ AS IDENTIFICATION.SHEET 1 OF 14NOTICE: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 MINTO SABAL BAY, LLC, A FLORIDA LIMITED LIABILITY COMPANY, THE OWNER OF THELANDS HEREIN DESCRIBED HAVE CAUSED THIS PLAT OF ISLES OF COLLIER PRESERVE PHASE 15, TO BE MADE, AND DOES HEREBY:1) DEDICATE TO ISLES OF COLLIER PRESERVE PROPERTY OWNERS ASSOCIATION, INC:A) TRACT "R" 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", "L-3" AND "L-4" AS LAKES FOR DRAINAGE AND STORMWATER MANAGEMENT PURPOSES WITHRESPONSIBILITY FOR MAINTENANCE.C) TRACTS "O-1", "O-2", "O-3", "O-4", "O-5", "O-6", "O-7", "O-8", "O-9" AND "O-10" AS OPEN SPACE WITH RESPONSIBILITY FORMAINTENANCE.D) THE PRESERVE, TRACT "P", IS DEDICATED AS A COMMON AREA WITH PERPETUAL RESPONSIBILITY FOR MAINTENANCE. THEPRESERVE MAY IN NO WAY BE ALTERED FROM THEIR NATURAL OR PERMITTED STATE. ACTIVITIES PROHIBITED WITHIN THEPRESERVE AREA INCLUDE, BUT ARE NOT LIMITED TO, CONSTRUCTION OR PLACING OF BUILDINGS ON OR ABOVE THE GROUND;DUMPING OR PLACING SOIL OR OTHER SUBSTANCES SUCH AS TRASH; REMOVAL OR DESTRUCTION OF TREES, SHRUBS, OROTHER VEGETATION WITH THE EXCEPTION OF EXOTIC/NUISANCE VEGETATION REMOVAL; EXCAVATION, DREDGING ORREMOVAL OF SOIL MATERIAL DIKING OR FENCING; ANY OTHER ACTIVITIES DETRIMENTAL TO DRAINAGE; FLOOD CONTROL,WATER CONSERVATION, EROSION CONTROL, OR FISH AND WILDLIFE HABITAT CONSERVATION OR PRESERVATION.E) ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.F) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH RESPONSIBILITY FOR MAINTENANCE.G) ALL ACCESS EASEMENTS (A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.H) ALL LANDSCAPE BUFFER EASEMENTS (L.B.E.) WITH RESPONSIBILITY FOR MAINTENANCE.I) 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" FOR USE BY GOVERNMENTAL VEHICLES IN THEEXECUTION OF THEIR DUTIES, INCLUDING BUT NOT LIMITED TO EMERGENCY MEDICAL SERVICE, FIRE DEPARTMENT SERVICE,AND UTILITY SERVICE WITH NO RESPONSIBILITY FOR MAINTENANCE.B) PRESERVE AREA, TRACT "P", WITHOUT RESPONSIBILITY FOR MAINTENANCE AND SUBJECT TO THE CONDITIONS OF THEDEDICATION IN PARAGRAPH 1 D) ABOVE.C) ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITH NO RESPONSIBILITY FORMAINTENANCE.D) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.E) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.F) ALL ACCESS EASEMENTS (A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE3) DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.) TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATEUTILITIES AS SHOWN ON THIS PLAT FOR PUBLIC UTILITY PURPOSES, INCLUDING CONSTRUCTION, INSTALLATION, MAINTENANCE,AND OPERATION OF THEIR RESPECTIVE FACILITIES, INCLUDING CABLE TELEVISION SERVICES, PROVIDED THAT SUCH USES BESUBJECT TO, AND NOT INCONSISTENT WITH, THE USE BY THE COLLIER COUNTY WATER-SEWER DISTRICT. IN THE EVENT ACABLE COMPANY DAMAGES THE FACILITIES OF ANOTHER PUBLIC UTILITY THE CABLE COMPANY WILL BE SOLELY RESPONSIBLEFOR SAID DAMAGES.THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY APARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE,AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLICSERVICE 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/ORWASTEWATER SYSTEM(S) OR PORTION(S) THEREOF AND INGRESS AND EGRESS RIGHTS,WHERE APPROPRIATE , ARE PROVIDEDTO THE COLLIER COUNTY WATER-SEWER DISTRICT TO OPERATE AND MAINTAIN POTABLE WATER, NON-POTABLE IRRIGATIONWATER AND/OR WASTEWATER UTILITY SYSTEMS OR PORTION(S) THEREOF WITHIN THE PLATTED AREA AFTER FINALCONVEYANCE TO THE CCWSD AND, WHERE APPLICABLE, TO INSTALL THE CCWSD'S CONNECTING UTILITY FACILITIES WITHINSUCH EASEMENT(S), WITH NO RESPONSIBILITY FOR MAINTENANCE OF THE SURFACE EASEMENT AREA.B) APPLICABLE POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATER SYSTEM(S) OR PORTION(S)THEREOF CONSTRUCTED WITHIN THIS PLATTED AREA IN COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THE COLLIERCOUNTY UTILITIES STANDARDS AND PROCEDURES ORDINANCE (2004-31), AS AMENDED, SHALL BE CONVEYED TO THE BOARDAS THE EX-OFFICIO GOVERNING BOARD OF THE WATER-SEWER DISTRICT UPON ACCEPTANCE OF THE ADDITIONS, EXTENSIONSAND/OR IMPROVEMENTS REQUIRED 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", WITH NO RESPONSIBILITY FORMAINTENANCE.DEDICATIONWITNESS:PRINT NAME:WITNESS:PRINT NAME:WILLIAM BULLOCKMINTO SABAL BAY, LLC,A FLORIDA LIMITED LIABILITY COMPANYBY:IN WITNESS WHEREOF, THE UNDERSIGNED OWNER HAS CAUSED THESE PRESENTS TO BE SIGNED THIS______ DAY OF________________, 2021, A.D.VICE PRESIDENTSURVEYOR'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:LICENSENUE R STATE OF5949PROF E S S IO N ALSURVEYORDMAPPERSCOTTA.WHEELER FLORIDAMBNADigitally signed by Scott A. Wheeler, PSM Date: 2020.12.15 11:53:45 -05'00'16.A.6.cPacket Pg. 419Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
U.S.41(Tam iamiTrailEast)(StateRoad90)"PIACERE-PAVIA"(P.B. 48, PG. 1, C.C.R.)(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)TRACT "O-2"BOULEVARDCARIBE AVENUEDOMINICADRIVETRACT "A"TOBAGODOMINICADRIVE2612622632642652662672682692702712722732742752762772782792802812822832842852862872882892902912922932942952962972982993003013023033043053063073083093103113123133143153163173183193203 2 13 2 2
3 2 3
3 2 4
325
326
327
328
3 2 9
330
3 3 1
3 3 2
33 333 43353363373383393403413423433443453463473483493503513523533543553563573583593603613623633643653663673683693703713723733743753763773783793803813823833843853863873 8 8389
3 9 0
391
392
393
394
395
3 96
3 9 7
3 9 8
3 99
4 0 0
CAYWAYCOURTBEQUIATract "R"Tract "L-2"Tract "L-1"Tract "R"TRACT "O-9"TRACT "O-10"TRACT "L-2"TRACT "L-4"TRACT "O-3"TRACT "O-4"TRACT "O-5"TRACT "O-6"TRACT "O-7"TRACT "O-8""ISLES OF COLLIER PRESERVE PHASE 3" (P.B. 57, PG. 66, C.C.R.)"ISLES OF COLLIER PRESERVE PHASE 1" (P.B. 54, PG. 3, C.C.R.)125412551256125712581259126012611262126312641265126612671268126912701271127212731274127512761277127812791280128112821283128412851286128712881289129112901292129312 9412 951 296
1 297
129 81 299
1 3 0 0
1 3 0 1
1302
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13041305130613071 30 8
1 3 09
13101311131213131314131513161317131813191320132113241322132313251326132713281329133013311332133313341335133613371338133913401341134213431344134513461347134813491350135113521353135 4135 51 3561357 1358135913601361136213631364
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13761377137813791380138113821383138413851386138713881389SHEET 3SHEET 4SHEET 5SHEET 6SHEET 7SHEET 8SHEET 11SHEET 10SHEET 9SHEET 12SHEET 13SHEET 14SAONACAYOCOCOSALTSE 1/4SW 1/4NW 1/4TRACT "P"TRACT "O-2"COURT
CAYCOURTCOURTCIVIL 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 TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P02.DWG - MON. 11-9-2020 - 10:52 AMSHEET 2 OF 14NOTES1. 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 SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.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 MAPN8675412111391031416.A.6.cPacket Pg. 420Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
22.5'Δ=6°16'57"L=4.93'CB=N85°39'56"WCD=4.93'Δ=26°40'19"L=20.95'CB=N69°11'18"WCD=20.76'N05°15'22"E56.98'(N/R)N05°15'22"E92.35'Δ=30°04'09"L=91.84'CB=N54°06'02"WCD=90.79'30.83'29.50'Δ=16°47'10"L=13.18'CB=N47°27'33"WCD=13.14'N50°56'02"E123.92'51.50'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'N50°56'02"E122.00'R=45.00'Δ=49°44'26"L=39.07'CB=S63°56'11"ECD=37.85'S88°48'24"E50.00'65'C.U.E.(P)15'C.U.E.(P)15'C.U.E.(P)10'P.U.E.(P)10'P.U.E.(P)DominicaDriveS84°50'20"E9.00'30.00'Δ=18°13'19"L=55.66'CB=N78°14'46"WCD=55.42'22.5'U.S.4190)(Tam iamiTrailEast)(200W IDERIGHTOFW AY)150'50'200'(StateRoad(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'TRACT "L-1"166,473 S.F. (3.82 Ac.)(LAKE, L.M.E. & D.E.)TRACT "O-1"(OPEN SPACE & L.A.E.)99,122 S.F. (2.28 Ac.)TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)25'25'SE 1/410'P.U.E.10'P.U.E.R=25.00' Δ=11°53'52" L=5.19'CB=S89°44'50"ECD=5.18'N84°18'13"E78.02'R=225.00'Δ=56°37'48"L=222.39'CH=S67°22'53"E213.44'S39°03'58"EN39°03'58"W
R=175.00'Δ=56°37'48"L=172.97'CH=N67°22'52"W166.01'S84°18'13"W83.18'R=25.00' Δ=29°58'49" L=13.08'CB=S69°18'49"WCD=12.93'2968.21'N01°11'36"E7.5'7.5'15'D.E.5'L.M.E.Tract "L-3"(LAKE, L.M.E. & D.E.)(P)10'P.U.E.(P)COURTSOANAS39°03'58"E889.02'10'P.U.E.(P)LOT 1254LOT 1255LOT 1256LOT 1257 4,504 S.F. 5,581 S.F. 6,821 S.F. 9,731 S.F.S39°03'58"E2581.10'10'P.U.E.(P)Township 50 South,Range 26 EastSection 19SW 1/4R=200.00'Δ=56°37'48"L=197.68'CH=N67°22'52"W189.73'89.25'N39°03'58"W
28.55'25.72'954.10'S84°18'13"W958.87'948.28'313.20'1781.50'(TRACT"O-1")1363.38'(P.R.M.TOP.R.M.)711.80'(P.R.M.TOP.R.M.)N=643358.12 (Y)E=412203.94 (X)10'P.U.E .
10'P .U.E.UTILITYANDACCESSEASEM ENT(O.R.5030,PG.2314,C.C.R.)15'20'L.B.E.20'L.B.E.2'2'N01°11'36"E185.62'CH=N88°28'24"E 25.45'Δ=8°20'21" L=25.47'158.22'S01°11'36"W(N/R)20.00'2213.62'(TRACT"O-2")EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'LOT 1258CIVIL 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 TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P03-06.DWG - MON. 11-9-2020 - 10:54 AMSHEET 3 OF 14NOTES1. 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 SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.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 FEET01530 60SCALE IN FEET1"=30'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314Match Line See Sheet 4 of 1416.A.6.cPacket Pg. 421Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'N50°56'02"E122.00'N39°03'59"W
R =5 0 .0 0 'Δ=95°27'33"L=83.30'C H =N 4 6°32'11"W74.00'N01°11'36"EDominicaDriveU.S.4190)(Tam iamiTrailEast)(200W IDERIGHTOFW AY)150'50'(StateRoad(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)TRACT "L-1"166,473 S.F. (3.82 Ac.)(LAKE, L.M.E. & D.E.)TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)22.5'22.5'10'P.U.E.10'P.U.E.S39°03'58"EN01°11'36"ECH=N66°39'58"W74.13'Δ=55°11'59"L=77.07'5'L.M.E.185.62'SOANACOURTS39°03'58"ELOT 1258LOT 1259LOT 1260LOT 1261LOT 1262LOT 1263LOT 1264LOT 1265LOT 1266LOT 1267LOT 1268LOT 1269 4,504 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F.2968.21'2581.10'10'P.(P)10'P.U.E.(P)10'P.U.E.(P)Township 50 South,Range 26 EastSection 19SW 1/4SE 1/4EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)N39°03'58"W 954.10'S39°03'58"EN39°03'58"W 958.87'948.28'592.59'889.02'1781.50'(TRACT"O-1")1363.38'(P.R.M.TOP.R.M.)711.80'(P.R.M.TOP.R.M.)1128.21'(P.R.M.TOP.R.M.)N=642805.46 (Y)E=412652.53 (X)5'L.M.E.10'P.U.E.10'P.U.E.UTILITYANDACCESSEASEMENT(O.R.5030,PG.2314,C.C.R.)15'20'L.B.E.20'L.B.E.2'2'CH=S68°01'08"W 48.69'Δ=35°25'48" L=49.47'R=80.00'Δ=90°37'47"L=126.54'CH=S84°22'52"E113.76'N01°11'36"E1039.50'2213.62'(TRACT"O-2")N00°14'17"E350.84'R=80.00'Δ=50°03'57"L=69.91'CB=N25°16'16"ECD=67.70'LOT 1257LOT 1270SHEET 4 OF 14NOTES1. 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 SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.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 FEET01530 60SCALE IN FEET1"=30'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 TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P03-06.DWG - MON. 11-9-2020 - 11:27 AMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314Match Line See Sheet 3 of 14Match Line See Sheet 5 of 14Match Line See Sheet 6 of 1416.A.6.cPacket Pg. 422Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
TRACT "L-1"166,473 S.F. (3.82 Ac.)(LAKE, L.M.E. & D.E.)TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)SE 1/4N01°11'36"E10'P.U.E.(P)2581.10'10'P.U.E.(P)10'P.U.E.(P)Township 50 South,Range 26 EastSection 19SW 1/4EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)N39°03'59"W 592.59'1363.38'(P.R.M.TOP.R.M.)N=641995.03 (Y)E=412175.55 (X)5'L.M.E.TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)N01°11'36"E1039.50'2213.62'(TRACT"O-2")350.84'R=687.18'Δ=29°04'47"L=348.77'CH=N14°46'41"E345.04'N00°14'17"ELOT 1269LOT 1270SHEET 5 OF 14NOTES1. 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 SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.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 FEET01530 60SCALE IN FEET1"=30'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 TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P03-06.DWG - MON. 11-9-2020 - 10:55 AMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314Match Line See Sheet 4 of 14Match Line See Sheet 6 of 14Match Line See Sheet 7 of 1416.A.6.cPacket Pg. 423Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
35.10'N50°56'02"E122.00'44.10'42.50'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'33.50'42.50'N50°56'02"E122.00'51.50'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'Δ=4°01'07"L=17.53'CB=N37°03'25"WCD=17.53'22.52'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'28.95'Δ=0°34'58"L=3.34'CB=N38°46'29"WCD=3.34'Δ=11°04'20"L=63.39'CB=N32°56'50"WCD=63.29'Δ=7°46'51"L=33.95'CB=N31°09'26"WCD=33.92'N51°31'00"E122.60'Δ=9°16'40"L=53.11'CB=N22°46'20"WCD=53.05'Δ=8°50'01"L=38.54'CB=N22°51'00"WCD=38.51'N61°01'00"E79.55'S28°59'00"E9.00'N61°01'00"E44.46'(N/R)Δ=11°04'18"L=63.38'CB=N12°35'51"WCD=63.28'Δ=7°44'24"L=33.77'CB=N14°33'47"WCD=33.75'N71°52'00"E124.61'Δ=6°38'45"L=38.05'CB=N03°44'19"WCD=38.02'S00°24'57"E 9.78'Δ=8°58'58"L=39.19'CB=N06°12'06"WCD=39.15'N81°21'58"E79.33'S08°38'02"E9.00'N81°21'58"E44.46'(N/R)Δ=1°17'40"L=5.65'CB=N01°03'47"WCD=5.65'N89°35'03"E122.06'R =250.00 'Δ =3 8 °3 9 '0 2 "L =1 6 8 .6 4 'C H =S 1 9 °4 4 '2 7 "E 1 6 5 .4 6 '22.5'22.5'U.S.4190)(Tam iamiTrailEast)(200W IDERIGHTOFW AY)150'50'200'(StateRoad(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)TRACT "L-1"166,473 S.F. (3.82 Ac.)(LAKE, L.M.E. & D.E.)22.5'22.5'10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.R =375 .0 0 'Δ =3 8 °3 9 '0 2 "L =2 5 2 .9 7 'C H =S 1 9 °4 4 '2 7 "E 2 4 8 .2 0 'R =328.0 0'Δ =3 8 °3 9 '0 2 "L =2 2 1 .2 6 'C H =N 1 9 °4 4 '2 7 "W 2 1 7 .0 9 '7.5'7.5'15'D.E.5'L.M.E.C O U R T
SOANALOT 1270LOT 1271LOT 1272LOT 1273LOT 1274LOT 1275LOT 1276LOT 1277LOT 1278LOT 1279LOT 1280LOT 1281LOT 1282LOT 1283 5,504 S.F. 5,881 S.F. 5,864 S.F. 5,851 S.F. 4,576 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 5,573 S.F. 4,797 S.F. 4,670 S.F.S39°03'58"E2968.21'Township 50 South,Range 26 EastSection 19SE 1/4(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)R =35 0.0 0'Δ =3 8 °3 9 '0 2 "L =2 3 6 .1 0 'C H =N 1 9 °4 4 '2 7 "W 2 3 1 .6 5 'N39°03'58"W 954.10'S39°03'58"EN39°03'58"W 958.87'948.28'N39°03'59"W 592.59'N 16°42'2 4 "W
R =95 .0 0 'Δ=22°2 1 '3 5 "L=37.0 7 'CB=N 27°5 3 '1 1 "W
C D =36 .8 4 '125 .6 8 'S39°03'58"E889.02'1781.50'(TRACT"O-1")1128.21'(P.R.M.TOP.R.M .)TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)5'L.M.E.5'L.M.E.UTILITYANDACCESSEASEM ENT(O.R.5030,PG.2314,C.C.R.)15'20'L.B.E.20'L.B.E.2'2'LOT 1269LOT 1284SHEET 6 OF 14NOTES1. 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 SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.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 FEET01530 60SCALE IN FEET1"=30'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 TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P03-06.DWG - MON. 11-9-2020 - 11:28 AMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314Match Line See Sheet 4 of 14Match Line See Sheet 5 of 14Match Line See Sheet 7 of 14MatchLineSeeSheet8of1416.A.6.cPacket Pg. 424Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
R=250.00' Δ=38°39'02" L=168.64'CH=S19°44'27"E 165.46'S87°07'48"W42.90'R=50.00'Δ=57°46'47"L=50.42'CB=N63°58'49"WCD=48.31'DominicaDriveTRACT "L-1"166,473 S.F. (3.82 Ac.)(LAKE, L.M.E. & D.E.)TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)SE 1/4N01°11'36"E5'L.M.E.2581.10'Township 50 South,Range 26 EastSection 19SW 1/4EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)Δ =1 8 °2 3 '0 1 "L =1 6 2 .0 3 'C H =N 2 5 °53'55"W 161.34'N 16 °4 2'2 4"W125.68'S00°24'57"E179.39'1217.72'(P.R.M.TOP.R.M.)N=641995.03 (Y)E=412175.55 (X)8'D.E.R=200.00'Δ=54°01'59"L=188.61'CB=S34°18'05"WCD=181.70'R=200.00' Δ=7°42'02" L=26.88'CB=S03°26'04"WCD=26.86'92.64'R=80.00'Δ=93°07'10"L=130.02'CH=S03°28'56"W116.17'R=132.42'Δ=119°03'14"L=275.15'CH=S83°39'30"W228.26'S07°17'05"WCH=N39°05'02"W 70.34'Δ=7°59'13" L=70.40'R =5 0 5 .0 0 'Δ =2 6 °2 2'15"L=232.43'C H =S29°53'31"E230.38'TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)R=122.42'Δ=112°50'40"L=241.11'CH=S86°43'58"W203.9TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)2213.62'(TRACT"O-2")N01°11'36"E1039.50'R=180.00'Δ=20°50'33"L=65.48'CB=S39°37'15"WCD=65.12'R=687.18'Δ=29°04'47"L=348.77'CH=N14°46'41"E345.04'R=1397.09'Δ=0°37'53"L=15.40'CB=N29°00'08"ECD=15.40'LOT 1283LOT 1284LOT 1285LOT 1286LOT 1287LOT 1288LOT 1289LOT 1291LOT 1290LOT 1292LOT 1309LOT 1308LOT 1293LOT 1295CIVIL 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 TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P07-10.DWG - MON. 11-9-2020 - 10:58 AMSHEET 7 OF 14NOTES1. 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 SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.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 694018. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER11. 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 NUMBER39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET6. 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)= CALCULATED20. 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.= PROPERTY01530 60SCALE IN FEET1"=30'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314Match Line See Sheet 5 of 14Match Line See Sheet 6 of 14MatchLineSeeSheet9of14MatchLineSeeSheet10of14MatchLineSeeSheet8of1416.A.6.cPacket Pg. 425Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
44.10'29.45'Δ=1°17'40"L=5.65'CB=N01°03'47"WCD=5.65'N89°35'03"E122.06'31.10'40.10'N89°35'03"E78.90'S00°24'57"E9.00'N89°35'03"E43.10'44.10'35.10'N89°35'03"E122.00'33.50'42.50'N89°35'03"E78.90'S00°24'57"E9.00'N89°35'03"E43.10'51.50'Δ=2°56'25"L=10.26'CB=N01°03'16"ECD=10.26'32.24'N89°35'03"E122.00'31.10'23.77'Δ=4°45'36"L=16.62'CB=N04°54'17"ECD=16.61'N89°35'03"E79.16'N00°24'57"W9.00'N89°35'03"E43.10'44.10'35.42'N89°35'03"E126.99'31.10'CH=S08°17'32"W 7.03'Δ=2°00'54" L=7.03'33.45'N89°35'03"E88.64'S00°24'57"E9.00'N89°35'03"E43.10'Δ=6°50'05"L=41.75'CB=N03°49'59"WCD=41.73'Δ=10°25'15"L=36.38'CB=S14°30'37"WCD=36.33'N89°35'03"E137.28'2.45'Δ=8°09'08"L=49.80'CB=N11°19'36"WCD=49.76'174.99'Δ=9°43'39"L=33.96'CB=S24°35'04"WCD=33.91'N89°35'03"E103.54'S00°24'57"E9.00'N89°35'03"E45.59'(N/R)44.06'26.21'N78°53'30"E126.00'Δ=10°41'33"L=32.47'CB=N05°45'43"WCD=32.43'Δ=10°41'33"L=55.99'CB=S05°45'43"ECD=55.91'9.78'N89°35'03"E44.65'S00°24'57"E9.00'N89°35'03"E81.35'0.78'40.10'31.10'N89°35'03"E126.00'35.10'44.10'N89°35'03"E43.10'S00°24'57"E9.00'N89°35'03"E82.90'42.50'33.50'N89°35'03"E126.00'42.50'51.50'N89°35'03"E43.10'S00°24'57"E9.00'N89°35'03"E82.90'40.10'31.10'N89°35'03"E126.00'35.10'44.10'N89°35'03"E43.10'S00°24'57"E9.00'N89°35'03"E82.90'32.84'31.10'R=250.00' Δ=38°39'02" L=168.64'CH=S19°44'27"E 165.46'S87°07'48"W42.90'269.02'N50°56'02"E45.00'R=174.00' Δ=62°33'38" L=189.99'CB=N31°41'46"WCD=180.69'2968.21'U.S.4190)(Tamiam iTrailEast)(200W IDERIGHTOFW AY)150'50'200'(StateRoad(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)TRACT "L-1"166,473 S.F. (3.82 Ac.)(LAKE, L.M.E. & D.E.)TRACT "L-2"76,461 S.F. (1.76 Ac.)(LAKE, L.M.E. & D.E.)TRACT "O-1"(OPEN SPACE & L.A.E.)99,122 S.F. (2.28 Ac.)TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)TRACT "O-4"(OPEN SPACE)6,883 S.F. (0.16 Ac.)10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.S00°24'57"ER =3 0 0 .0 0 'Δ =9 7 °1 6 '2 6 "L =5 0 9 .3 2 'C H =S 4 9 °0 3 '0 9 "E 4 5 0 .3 2 'R =3 5 0 .0 0 'Δ =2 0 °3 6 '1 5 "L =1 2 5 .8 6 'C H =N 1 0 °4 3 '0 4 "W 1 2 5 .1 9 'N00°24'57"W315.88'322.83'7.5'7.5'7.5'7.5'15'D.E.15'D.E.5'L.M.E.5'L.M.E.25'25'SOANACOURTLOT 1284LOT 1285LOT 1286LOT 1287LOT 1288LOT 1289LOT 1291LOT 1290LOT 1292LOT 1293LOT 1382LOT 1383LOT 1384LOT 1385LOT 1386LOT 1387LOT 1388LOT 1389 6,667 S.F. 5,004 S.F. 4,929 S.F. 4,600 S.F. 5,574 S.F. 4,797 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,644 S.F. 4,810 S.F. 4,665 S.F. 5,743 S.F. 4,967 S.F. 4,811 S.F. 4,651 S.F. 6,073 S.F. 5,385 S.F.S39°03'58"ETownship 50 South,Range 26 EastSection 19SE 1/4N00°24'57"WΔ =2 8 °1 5 '5 9 "L =1 6 0 .3 4 'C H =N 1 4 °3 2 '5 6 "W 1 5 8 .7 1 'Δ =1 2 3 °0 2 '1 9 "319.88'R=25.00'Δ=82°20'16"L=35.93'CB=N20°08'57"ECD=32.91'CH=N18°12'40"W 34.30'Δ=5°37'01" L=34.31'104.72'S00°24'57"E179.39'120.19'N39°03'58"W 9.30'S89°35'03"W39.60'1781.50'(TRACT"O-1")N00°24'57"W416.05'174.99'N81°30'00"W(N/R)1128.21'(P.R.M .TOP.R.M.)1128.21'(P.R.M.TOP.R.M.)N=641929.50 (Y)E=413363.55 (X)8'D.E.5'L.M.E.10'P.U.E.UTILITYANDACCESSEASEMENT(O.R.5030,PG.2314,C.C.R.)15'20'L.B.E.20'L.B.E.2'2'R=200.00'Δ=54°01'59"L=188.61'CB=S34°18'05"WCD=181.70'R=200.00' Δ=7°42'02" L=26.88'CB=S03°26'04"WCD=26.86'92.64'S07°17'05"WR =3 2 5 .0 0 '
(T O T A L )L =6 9 7 .9 2 'TRACT "O-2"OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)25'LOT 1294LOT 1295LOT 1283LOT 1381SHEET 8 OF 14NOTES1. 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 SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.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 FEET01530 60SCALE IN FEET1"=30'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 TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P07-10.DWG - MON. 11-9-2020 - 11:22 AMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314MatchLineSeeSheet6of14MatchLineSeeSheet7of14MatchLineSeeSheet11of14SeeSheet10of14MatchLine16.A.6.cPacket Pg. 426Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
N07°12'00"E131.00'Δ=9°53'06"L=60.38'CB=N77°51'27"WCD=60.31'N15°10'30"E44.29'(N/R)S74°49'30"E9.00'N15°10'30"E86.53'Δ=8°40'20"L=33.15'CB=N78°27'50"WCD=33.12'CH=S72°50'15"E0.95'Δ=0°09'17"L=0.95'CH=S77°29'14"E23.07'Δ=9°27'15"L=23.10'N15°10'30"E131.56'CH=S75°41'50"E27.77'Δ=5°52'28"L=27.78'Δ=1°22'03"L=5.23'CB=N73°26'38"WCD=5.23'CH=S86°20'24"E20.14'Δ=8°15'05"L=20.16'CH=S46°24'04"E3.88'Δ=3°25'09"L=3.88'N18°03'12"E48.49'(N/R)S71°56'48"E9.00'N18°03'12"E85.66'CH=N61°10'15"W3.72'Δ=0°51'31"L=3.72'CH=N78°44'04"W0.95'Δ=0°11'59"L=0.95'Δ=27°41'51"L=31.42'CB=S61°57'34"ECD=31.12'N14°11'30"E144.33'Δ=11°56'00"L=51.76'CB=N54°46'29"WCD=51.67'Δ=30°09'37"L=34.22'CB=N89°06'42"ECD=33.82'Δ=32°11'14"L=68.77'CB=N52°56'18"WCD=67.87'Δ=12°44'02"L=55.24'CB=N42°26'28"WCD=55.12'S 0 8 °0 0 '3 5 "E 1 79 .23 'S 8 1 °5 9 '2 5 "W 9 .0 0 'S 0 8 °0 0 '3 5"E
4 3 .7 3'(N /R)
Δ =24°5 9'5 3 "L=2 8.3 6'C B =N 61°3 1'57 "E
C D =28 .1 4'13.39'Δ=80°39'27"L=172.34'CH=S70°38'22"W158.45'S40°58'00"E224.51'Δ=30°09'32"L=34.21'CB=N33°57'14"ECD=33.82'121.34'Δ=26°22'32"L=29.92'CB=N05°41'12"ECD=29.66'103.10'S63°10'00"E107.44'S26°50'00"W9.00'S63°10'00"E43.73'(N/R)CH=N16°07'09"W 19.48'Δ=17°14'09" L=19.55'CH=N03°18'07"W 25.58'Δ=42°52'13" L=26.19'35.10'S88°48'24"E130.07'CH=N14°49'50"E 30.27'Δ=12°24'45" L=30.33'40.10'S88°48'24"E87.44'S01°11'36"W9.00'S88°48'24"E50.43'(N/R)CH=N19°35'06"E 1.77'Δ=2°54'14" L=1.77'Δ=7°25'52"L=18.16'CB=N04°54'32"ECD=18.14'25.99'35.10'S88°48'24"E130.17'31.10'40.10'S88°48'24"E85.90'S01°11'36"W9.00'S88°48'24"E43.10'S88°48'24"E129.00'N88°48'24"W140.61'15.35'35.11'CH=N76°36'28"W 12.08'Δ=7°41'13" L=12.09'Δ=3°47'28"L=26.47'CB=N74°39'21"WCD=26.46'10.57'Δ=41°01'07"L=32.22'CB=N69°41'03"ECD=31.53'N00°11'37"E95.74'S89°48'23"E9.00'N00°11'37"E47.97'(N/R)Δ=4°32'21"L=31.69'CB=N78°49'15"WCD=31.68'N00°11'37"E126.62'25'25'TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)TRACT "O-8"(OPEN SPACE)12,902 S.F. (0.30 Ac.)50.42'R=45.00'Δ=89°00'01"L=69.90'CB=N45°41'36"ECD=63.08'S89°48'23"ESE 1/4N72°45'37"W7.11'R=90.00'Δ=106°03'09"L=166.59'CH=S54°12'49"W143.80'S01°11'36"W184.15'N01°11'36"E300.78'R=140.00'Δ=19°50'37"L=48.49'CB=N11°06'54"ECD=48.25'R=35.00' Δ=45°46'26" L=27.96'CB=N01°51'00"WCD=27.22'R=65.00'Δ=160°02'44"L=181.57'CH=N55°17'08"E128.03'R=35.00' Δ=45°46'26" L=27.96'CB=S67°34'43"ECD=27.22'R=140.00' Δ=17°42'19" L=43.26'CH=S81°36'46"E 43.09'S72°45'37"E7.11'10'P.U.E.10'P.U.E.N01°11'36"E80.39'8'D.E.8'D.E.5'L.M.E.SALTCOURTLOT 1304LOT 1305LOT 1306LOT 1307LOT 1308LOT 1309LOT 1310LOT 1311LOT 1312LOT 1313LOT 1314LOT 1315LOT 1330LOT 1331 4,785 S.F. 4,923 S.F. 4,936 S.F. 5,208 S.F. 9,000 S.F. 11,360 S.F. 25,170 S.F. 11,438 S.F. 5,642 S.F. 5,600 S.F. 4,858 S.F. 5,936 S.F. 4,890 S.F. 5,188 S.F.2581.10'Township 50 South,Range 26 EastSection 19SW 1/4EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)N72°45'37"W7.11'R=115.00'Δ=106°02'48"L=212.85'CH=S54°13'00"W183.74'CH=S81°15'46"W100.74'Δ=51°57'15"L=104.28'CH=S28°14'22"W104.58'Δ=54°05'33"L=108.57'S34°42'52"E12.33'S01°11'36"W300.78'R=375.00'Δ=45°55'19"L=300.56'CH=S84°16'44"W292.58'R=350.00'Δ=45°55'19"L=280.52'CH=N84°16'44"E273.07'R=400.00'Δ=41°01'33"L=286.41'CH=S86°43'37"W280.34'50.42'105.51'139.50'Δ=98°21'26"L=154.50'CH=S50°21'57"W136.22'N00°11'37"E(N/R)(N/R)(N/R)(N/R)(N/R)1217.72'(P.R.M.TOP.R.M.)8'D.E.8'D.E.10'P.U.E.698.83'N72°45'37"W 7.11'R=219.00'R=100.00'Δ=17°14'03"L=30.08'CB=N70°13'02"WCD=29.97'R=248.53'Δ=25°31'33"L=110.72'CH=N48°50'14"W109.81'R=238.53'Δ=114°44'31"L=477.69'CB=S86°34'14"WCD=401.77'R=132.42'Δ=119°03'14"L=275.15'CH=S83°39'30"W228.26'S01°11'36"WR=271.00'Δ=6°04'27"L=28.73'CB=N75°47'50"WCD=28.72'R=122.42'Δ=112°50'40"L=241.11'CH=S86°43'58"W203.99'TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)2213.62'(TRACT"O-2")R=12917.34'Δ=2°27'17"L=553.41'CH=S00°14'17"W553.37'R=132.42'Δ=22°39'57"L=52.38'CB=S12°47'54"WCD=52.04'25'25'CAYLOT 1303LOT 1316LOT 1329LOT 1332SHEET 9 OF 14NOTES1. 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 SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.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 FEET01530 60SCALE IN FEET1"=30'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 TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P07-10.DWG - MON. 12-14-2020 - 4:24 PMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314MatchLineSeeSheet7of14MatchLineSeeSheet10of14MatchLineSeeSheet12of1416.A.6.cPacket Pg. 427Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
174.99'44.10'44.06'S 2 8°40 '55"E 102.21 'S 61 °19'05"W 9.00'S 28 °40 '55"E
43.10'33.50'Δ=7°02'25"L=24.58'CB=S32°58'06"WCD=24.56'26.21'S 28 °40'5 5"E
1 49.49'51.50'Δ=12°51'30"L=44.88'CB=S42°55'04"WCD=44.79'S 28°4 0'55 "E 92.25'S 6 1°19 '05 "W 9 .00 'S 2 8°4 0'55 "E
43 .10 '31.10'Δ =1 1°34'29"L=40 .40'C B =S 55°08'04 "W
C D =40.33 'S 28 °40'55"E
1 31.00'44.10'33.72'Δ =0°2 3'47 "L =1.3 8'C B =S 61°0 7'11"W
C D =1.3 8'S 28 °40 '55"E 87.90'S 61 °19 '05"W 9.00'S 28 °40 '55"E
43.10'31.10'40.10'S 28°40'5 5"E 13 1.0 0'4.07'Δ =9 °04 '5 0"L =5 5.47'
C B =N 6 5 °51'3 0 "E
C D =55 .4 1'
Δ =7 °3 6 '2 5 "L =2 9 .0 8 'C B =S 6 5 °0 7 '1 7 "W
C D =2 9 .0 5 '4.07'S 2 1 °0 4 '3 0 "E
8 6 .5 2'
S 6 8 °5 5 '3 0 "W 9 .0 0 'S 2 1 °0 4 '3 0 "E
4 4 .3 7 '(N /R )Δ =8 °2 2 '0 5 "L =5 1 .1 2 'C B =N 74 °3 4 '57 "E
C D =51 .0 7 'Δ =9 °5 0 '3 0 "L =3 7 .6 2 'C B =S 7 3 °5 0 '4 5 "W
C D =3 7 .5 7 'S 1 1 °1 4 '0 0 "E 1 3 1 .0 0 '
Δ=1 0°0 4'5 5"L =6 1.5 9'
C B=N8 3 °4 8'27"E
CD=61 .51 'S87°22'30"W9.00'Δ =8 °3 6'3 0"L =3 2 .9 0'
CB =S8 3 °0 4'1 5"W
C D=32 .87 'S02°37'30"E86.52'S02°37'30"E44.37'(N/R)Δ=8°21'05"L=51.02'CB=S86°58'33"ECD=50.97'N07°12'00"E131.00'Δ=9°49'30"L=37.55'CB=N87°42'45"WCD=37.51'S 28°4 0'55 "E 99 .24 '37.40'44.10'S 28 °40'5 5"E
4 3.1 0'S 61 °19'0 5"W 9.00'S 28 °40'5 5"E
1 37.99'Δ=33°25'35"L=26.25'CB=N34°36'44"ECD=25.88'21.08'33.90'S 28°40'5 5"E 118.7 7'Δ =7 2 °5 8 '5 5 "L =5 7 .3 2 'C B =N 8 7 °4 8 '5 9 "E
C D =5 3 .5 2 '56.90'S 28°40 '55"E
43.10'S 61 °19'0 5"W 9.00'42.53'Δ=3°11'15"L=2.50'CB=S54°05'56"ECD=2.50'31.10'CH=S52°19'01"E0.30'Δ=0°22'35"L=0.30'N37°54'25"E126.00'78.71'R=45.00'Δ=129°36'21"L=101.79'CH=N63°04'06"E81.44'146.80'10.57'35.10'N00°11'37"E126.62'Δ=6°20'59"L=44.33'CB=N84°15'55"WCD=44.31'42.50'N00°11'37"E78.90'S89°48'23"E9.00'N00°11'37"E43.44'(N/R)Δ=4°48'00"L=33.51'CB=N89°50'25"WCD=33.50'39.37'N00°11'37"E122.36'Δ =7 °2 5'29"L=51 .83 '
C B=S 84 °02'5 1"W
CD=51 .80 'N00°11'37"E146.52'12.97'Δ=38°16'21"L=30.06'CB=S66°40'52"ECD=29.50'N00°11'37"E79.97'S89°48'23"E9.00'N00°11'37"E48.04'(N/R)Δ =4 °3 3 '2 8 "L =3 1 .8 2 '
C B =S 7 8 °0 3 '2 2 "W
C D =3 1 .8 1 '33.70'S88°48'24EN86°03'00"E124.52'43.57'Δ=5°43'48"L=42.50'CB=S06°48'54"ECD=42.49'25.57'S81°32'00"W84.82'N08°28'00"W9.00'S81°32'00"W43.20'(N/R)Δ=4°12'02"L=31.16'CB=S11°46'49"ECD=31.15'137.19'CH=N08°04'56"E 15.34'Δ=19°38'01" L=15.42'25'25'TRACT "L-4"303,233 S.F. (6.96 Ac.)(LAKE, L.M.E. & D.E.)TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)TRACT "O-4"(OPEN SPACE)6,883 S.F. (0.16 Ac.)TRACT "O-5"(OPEN SPACE)7,924 S.F. (0.18 Ac.)TRACT "O-6"(OPEN SPACE)7,500 S.F. (0.17 Ac.)TRACT "O-7"(OPEN SPACE)13,515 S.F. (0.31 Ac.)S89°48'23"ER=45.00'Δ=90°59'59 "L=71.47'CB=S44°18'24 "ECD=64 .1 9 '10'P.U.E.10'P .U .E .10'P .U .E .S61°19'05"WR=25.00'Δ=86°00'14"L=37.53'CB=S18°18'58"WCD=34.10'R =3 7 5 .0 0 'Δ =2 4 °5 9 '2 2 "L =1 6 3 .5 6 'C H =N 1 1 °1 8 '0 5 "W 1 6 2 .2 6 'R=25.00'Δ=89°59'23"L=39.27'CB=N68°47'28"W
CD=35.35'R=350.00'Δ=45°55'19"L=280.52'CH=N84°16'44"E273.07'N61°19'05"ER =3 5 0 .0 0 'Δ =2 0 °3 6 '1 5 "L =1 2 5 .8 6 'C H =N 1 0 °4 3 '0 4 "W 1 2 5 .1 9 '227.99'R=25.00'Δ=82°20'16"L=35.93'CB=N77°30'47"WCD=32.91'1 0 'P .U .E .15'D.E.7.5'7.5'8 'D .E .7.5'7.5'15'D.E.20'D.E.&L.A.E.12.5'7.5'5'L.M.E.5'L.M.E.5'L.M.E.25'25'25'25'2 5 '2 5 'SALTCOURTC O C O CO U RT25'25 'LOT 1294LOT 1295LOT 1296LOT 1297LOT 1298LOT 1299LOT 1300LOT 1301LOT 1302LOT 1303LOT 1332LOT 1333LOT 1334LOT 1335LOT 1352LOT 1353LOT 1354LOT 1355LOT 1356LOT 1357 5,991 S.F. 6,000 S.F. 6,002 S.F. 5,881 S.F. 4,865 S.F. 4,986 S.F. 4,925 S.F. 6,403 S.F. 6,163 S.F. 5,021 S.F. 5,863 S.F. 7,248 S.F. 5,791 S.F. 5,157 S.F. 4,874 S.F. 5,232 S.F. 5,058 S.F. 4,801 S.F. 4,761 S.F. 5,697 S.F.Township 50 South,Range 26 EastSection 19SE 1/4(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)S61°19'05"WR=375.00'Δ=45°55'19"L=300.56'CH=S84°16'44"W292.58'S28°40'55"E18.64'R =4 0 0 .0 0 'Δ =2 9 °5 2 '3 1 "L =2 0 8 .5 7 'C H =S 1 3 °4 4 '4 0 "E 2 0 6 .2 1'15.00'323.54'Δ =2 8 °1 5 '5 9 "L =1 6 0 .3 4 'C H =N 1 4 °3 2 '5 6 "W 1 5 8 .7 1 'Δ =94°46'21"L=537.58'(TOTAL)L=697.92'338.54'R=25.00'Δ=82°20'16"L=35.93'CB=N20°08'57"ECD=32.91'291.89'R =4 2 5 .0 0 'Δ =2 5 °5 2 '4 5 "L =1 9 1 .9 6 'C H =S 1 1 °4 4 '4 7 "E 1 9 0 .3 3 'R=400.00'Δ=41°01'33"L=286.41'CH=S86°43'37"W280.34'N01°44'05"WS 28°40'5 5"E 12 9.4 1'C H =S 1 9 °1 7 '0 0 "E 8 0 .0 3 'Δ =1 0 °4 8 '1 9 "L =8 0 .1 5 '35.85'112.81'CH=S70°59'44"W66.69'Δ=9°33'48"L=66.77'S83°10'00"WC H =N 1 5 °1 8 '5 3 "W 1 1 0 .6 2 '
Δ =1 6 °5 7 '4 7 "L =1 1 1 .0 2 '126.51'CH=N44°13'07"W95.90'Δ=15°44'56"L=96.20'83.47'N 2 8°4 0'55 "W
26.14'1 47.23'CH=N18°12'40"W 34.30'Δ=5°37'01" L=34.31'1 18.68'52.42'N 28°40'5 5"W104.72'127.54'174.99'N81°30'00"W(N/R)(N/R)(N/R)(N/R)N81°32'00"E(N/R)8'D.E.8'D.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.14 4.2 0'R=219.00'Δ=45°55'19"L=175.53'CH=S84°16'44"W170.87'R=200.00'Δ=54°01'59"L=188.61'CH=S34°18'05"W181.70'77.89'R=238.53'Δ=114°44'31"L=477.69'CH=S86°34'14"W401.77'S61°19'05"WΔ=3°59'21"L=3.13'CB=N87°48'43"WCD=3.13'COURTΔ=123°02'19"R =3 2 5 .0 0 'L=509.32'Δ =97°16'26"R =3 0 0 .0 0 'R=350.00'S O A N A
TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)R=180.00'Δ=20°50'33"L=65.48'CB=S39°37'15"WCD=65.12'25'CAYC A Y OLOT 1293LOT 1304LOT 1331LOT 1336LOT 1351LOT 1358TRACT "L-3"50,025 S.F. (1.15 Ac.)(LAKE, L.M.E. & D.E.)LOT 1337LOT 1378LOT 1379LOT 1380LOT 1381LOT 1382SHEET 10 OF 14NOTES1. 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 SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.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 FEET01530 60SCALE IN FEET1"=30'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 TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P07-10.DWG - MON. 12-14-2020 - 4:25 PMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314MatchLineSeeSheet7of14MatchLineSeeSheet9of14MatchLineSeeSheet12of14MatchLineSeeSheet13of14MatchLineSeeSheet11of14MatchLineSeeSheet8of1416.A.6.cPacket Pg. 428Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
42.53'Δ=3°11'15"L=2.50'CB=S54°05'56"ECD=2.50'CH=S54°48'52"E44.61'Δ=5°22'17"L=44.62'CH=S52°19'01"E0.30'Δ=0°22'35"L=0.30'N37°54'25"E126.00'Δ=6°52'49"L=42.03'CB=N55°32'00"WCD=42.00'Δ=6°10'00"L=51.23'CB=S60°35'00"ECD=51.21'N32°30'00"E82.90'S57°30'00"E9.00'N32°30'00"E43.22'(N/R)Δ=4°41'35"L=28.67'CB=N61°19'12"WCD=28.66'Δ=5°24'00"L=44.86'CB=S66°22'00"ECD=44.85'N26°20'00"E126.00'Δ=6°52'25"L=41.99'CB=N67°06'12"WCD=41.96'Δ=6°10'00"L=51.23'CB=S72°09'00"ECD=51.21'N20°56'00"E82.90'S69°04'00"E9.00'N20°56'00"E43.22'(N/R)Δ=4°41'35"L=28.67'CB=N72°53'12"WCD=28.66'Δ=5°24'00"L=44.86'CB=S77°56'00"ECD=44.85'N14°46'00"E126.00'Δ=6°52'25"L=41.99'CB=N78°40'12"WCD=41.96'Δ=6°33'00"L=54.42'CB=S83°54'30"ECD=54.39'N09°22'00"E82.90'S80°38'00"E9.00'N09°22'00"E43.22'(N/R)Δ=5°04'35"L=31.01'CB=N84°38'42"WCD=31.00'S03°42'00"E82.90'Δ=6°31'00"L=54.14'CB=N89°33'30"ECD=54.11'N02°49'00"E126.00'Δ=7°59'25"L=48.81'CB=S88°49'18"WCD=48.77'S03°42'00"E43.22'(N/R)S 0 9 °5 2 '0 0 "E 1 2 6 .0 0 '
Δ =6 °1 0 '00"L =51.2 3'
C B=N83 °1 3'00"E
CD=5 1.2 1'S86°18'00"W9.00'Δ =4 °4 1 '3 5 "L =2 8 .6 7 '
C B =S 82 °2 8 '4 8 "W
C D=2 8 .6 6 '
S 1 5 °1 6 '0 0 "E 8 2 .9 0 'Δ =5 °2 4 '0 0 "L =4 4 .8 6 'C B =N 7 7 °2 6 '0 0 "E
C D =4 4 .8 5 '
Δ =6 °5 2 '2 5 "L =4 1 .9 9 'C B =S 7 6 °4 1 '4 8 "W
C D =4 1 .9 6 'S 1 5 °1 6 '0 0 "E
4 3 .2 2 '(N /R )S 7 4 °4 4 '0 0 "W 9 .0 0 'S 2 1 °2 6 '0 0 "E
1 2 6 .0 0 'Δ =6 °1 0 '0 0 "L =5 1 .2 3 'C B =N 7 1 °3 9 '0 0 "E
C D =5 1 .2 1 'Δ =4 °4 1 '3 5 "L =2 8 .6 7 'C B =S 7 0 °5 4 '4 8 "W
CD =2 8 .6 6 'S 2 6 °5 0 '0 0 "E
4 3.2 2 '(N /R )S 6 3 °1 0 '0 0 "W 9 .0 0 'S 2 6°5 0 '0 0"E
8 2 .9 0 'Δ =5 °2 4 '0 0 "L =4 4.86'
C B =N 6 5 °52'00 "E
C D =44 .8 5 'Δ =6 °5 2 '2 5 "L =4 1 .9 9 'C B =S 6 5 °0 7 '4 8 "W
C D =4 1 .9 6 'S 2 6 °5 1'3 8 "E 12 8 .30 '40.07'Δ =0 °0 1 '3 8 "L =0 .2 3'C B =N 6 3 °0 9 '1 1 "E
C D =0 .2 3 'Δ =5°07'42"L=31.33'C B =S 59°07'44"W
C D =31.32'59.85'CH=S56°33'19"W 0.12'Δ=0°01'09"L=0.12'CH=S38°01'19"W 41.30'Δ=37°02'50"L=42.03'S39°03'58"E52.64'(N/R)S50°56'02"W 9.00'211.41'41.03'S39°03'58"E94.63'CH=S09°47'02"E63.58'Δ=58°33'52"L=66.44'186.35'Δ =7 5 °5 0 '2 7 "L =8 6 .0 4 'CB =S7 6 °5 9 '1 2 "E
C D=7 9 .8 9 '40.10'S39°03'58"E78.25'S50°56'02"W 9.00'Δ=27°40'58"L=31.41'CB=N51°15'06"ECD=31.10'40.10'S39°03'58"E123.15'CH=N18°41'29"E41.72'Δ=37°26'15"L=42.47'CH=N05°56'04"E12.46'Δ=11°55'25"L=12.49'35.10'S39°03'58"E73.60'(N/R)Δ=70°24'51"L=73.74'CB=N47°06'12"ECD=69.18'Δ=8°43'35"L=45.69'CB=N86°40'25"ECD=45.65'37.27'S39°03'58"E80.63'S50°56'02"W 9.00'S 0 8 °3 5 '0 0 "E 1 5 3 .3 8 'Δ=20°10'26"L=105.63'CB=S78°52'34"ECD=105.09'N19°29'30"E44.60'(N/R)S70°30'30"E9.00'N19°29'30"E85.68'Δ=36°29'10"L=28.66'CB=S69°10'37"WCD=28.17'2.49'Δ=10°46'51"L=56.45'CB=S63°23'56"ECD=56.37'N31°59'30"E126.00'Δ=4°58'05"L=15.09'CB=N60°29'32"WCD=15.08'Δ=29°36'13"L=23.25'CB=N77°46'41"WCD=22.99'Δ=12°39'39"L=66.29'CB=S51°40'41"ECD=66.16'N42°56'00"E44.60'(N/R)S47°04'00"E9.00'N42°56'00"E81.27'Δ=10°56'30"L=33.23'CB=N52°32'15"WCD=33.18'Δ=10°46'21"L=56.40'CB=S39°57'41"ECD=56.32'N55°25'30"E126.00'Δ=12°29'30"L=37.94'CB=N40°49'15"WCD=37.86'Δ=12°40'39"L=66.38'CB=S28°14'11"ECD=66.24'N66°23'00"E44.60'(N/R)S23°37'00"E9.00'N66°23'00"E81.27'Δ=10°57'30"L=33.28'CB=N29°05'45"WCD=33.23'Δ=10°47'21"L=56.49'CB=S16°30'11"ECD=56.41'N78°53'30"E126.00'Δ=12°30'30"L=37.99'CB=N17°21'45"WCD=37.91'S39°03'58"E45.07'(N/R)40.93'397.76'40.00'406.41'195.06'R=45.00'Δ=66°05'24"L=51.91'CB=S83°58'44"WCD=49.08'R =1 7 4 .0 0 'Δ =6 2 °3 3'38"L=189.99'CH=N31°41'46"W180.69'R=476.00'Δ=64°43'55"L=537.78'CH=S84°29'41"E509.63'R=476.00'Δ=64°43'55"L=537.78'CH=S84°29'41"E509.63'N63°08'22"ES39°03'58"EU.S.4190)(Tam iamiTrailEast)(200W IDERIGHTOFW AY)150'50'200'(StateRoad(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)TRACT "L-2"76,461 S.F. (1.76 Ac.)(LAKE, L.M.E. & D.E.)TRACT "L-4"303,233 S.F. (6.96 Ac.)(LAKE, L.M.E. & D.E.)TRACT "O-5"(OPEN SPACE)7,924 S.F. (0.18 Ac.)10'P.U.E.10'P.U.E.10'P.U.E.R=60.00'Δ=82°20'16"L=86.22'CH=N41°08'30"E78.99'R=65.00'Δ=236°34'22"L=268.38'CH=S61°44'2 7 "E 1 1 4 .4 8 '
R =3 5 0 .0 0 'Δ =2 0 °3 6 '1 5 "L =1 2 5 .8 6 'C H =N 1 0 °4 3 '0 4 "W 1 2 5 .1 9 'R=25.00'Δ=82°20'16"L=35.93'CB=N77°30'47"WCD=32.91'7.5'7.5'15'D.E.15'D.E.7.5'7.5'5'L.M.E.25'25'2 5'2 5 '25 '25 'LOT 1358LOT 1359LOT 1360LOT 1361LOT 1362LOT 1363LOT 1364LOT 1365LOT 1366LOT 1367LOT 1368LOT 1369LOT 1370LOT 1371LOT 1372LOT 1373LOT 1374LOT 1375LOT 1376LOT 1377LOT 1378LOT 1379LOT 1380LOT 1381 6,117 S.F. 6,114 S.F. 6,108 S.F. 6,105 S.F. 6,146 S.F. 9,066 S.F. 12,323 S.F. 5,240 S.F. 4,498 S.F. 6,150 S.F. 6,111 S.F. 6,488 S.F. 4,717 S.F. 5,293 S.F. 5,213 S.F. 5,293 S.F. 5,213 S.F. 6,307 S.F. 5,561 S.F. 5,293 S.F. 5,213 S.F. 5,293 S.F. 5,213 S.F. 5,299 S.F.2968.21'Township 50 South,Range 26 EastSection 19SE 1/4S33°27'16"E40.00'Δ=94°46'21"Δ =2 8 °1 5 '5 9 "L =1 6 0 .3 4 'C H =N 1 4 °3 2 '5 6 "W 1 5 8 .7 1 'S61°19'05"W338.54'323.54'(TOTAL)L=697.92'R=25.00'Δ=82°20'16"L=35.93'CB=N20°08'57"ECD=32.91'181.88'CH=N44°13'07"W95.90'Δ=15°44'56"L=96.20'83.47'N39°03'58"W
S50°56'02"W(N/R )(N/R)(N/R)1128.21'(P.R.M.TOP.R.M.)5'L.M.E.5 'L .M.E.5'L.M.E.10'P.U.E.10'P.U.E.1 0 'P .U .E .10'P.U.E.UTILITYANDACCESSEASEMENT(O.R.5030,PG.2314,C.C.R.)15'20'L.B.E.20'L.B.E.2'2'COURTCD=571.34'CB=N61°56'06"WΔ=123°02'19"R =3 2 5 .0 0 'CD=478.36'CB=N76°04'06"WL=537.58'L=509.32'Δ =97°16'26"CD=450.32'CB=S49°03'09"ER =3 0 0 .0 0 'Δ=87°06'37"R=350.00'L=532.13'CB=N79°53'58"WCD=482.34'S O A N ALOT 1382LOT 1357CIVIL 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 TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P11-14.DWG - MON. 11-9-2020 - 11:02 AMSHEET 11 OF 14NOTES1. 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 SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.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 FEET01530 60SCALE IN FEET1"=30'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314MatchLineSeeSheet8of14MatchLineSeeSheet10of14MatchLineSeeSheet14of14MatchLineSeeSheet13of1416.A.6.cPacket Pg. 429Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
TRACT "O-9"(OPEN SPACE)10,699 S.F. (0.25 Ac.)SALTCOURT44.10'35.10'33.50'42.50'S88°48'24"E85.90'S01°11'36"W9.00'S88°48'24"E43.10'51.50'42.50'S88°48'24"E129.00'31.10'40.10'S88°48'24"E85.90'S01°11'36"W9.00'S88°48'24"E43.10'44.10'35.10'S88°48'24"E129.00'31.10'40.10'S88°48'24"E85.90'S01°11'36"W9.00'S88°48'24"E43.10'N01°11'36"ES88°10'52"W460.55'Δ=71°14'39"L=80.82'CB=S52°38'36"WCD=75.72'35.10'191.00'40.10'S88°15'55"W82.90'N01°44'04"W9.00'S88°15'56"W46.55'(N/R)CH=S03°07'45"W 31.21'Δ=27°47'04" L=31.52'S88°15'55"W126.81'35.10'CH=S34°34'36"E 52.49'Δ=47°37'39" L=54.03'CH=N12°24'55"W 20.39'Δ=21°21'41" L=20.51'15.07'S88°15'55"W84.24'N01°44'04"W9.00'S88°15'56"W71.03'CH=S63°02'55"E 10.56'Δ=9°18'58" L=10.57'CH=S51°50'44"E 32.80'Δ=31°43'19" L=33.22'S88°15'55"W185.92'31.67'CH=N33°07'19"W 19.15'Δ=20°03'07" L=19.25'Δ=37°10'40"L=38.93'CB=N17°23'44"WCD=38.25'12.28'33.30'S88°15'55"W113.95'N01°44'04"W9.00'S88°15'56"W50.75'38.85'N88°48'24"W130.96'CH=N33°14'20"W 18.93'Δ=19°49'06" L=19.02'CH=N11°04'06"W 23.36'Δ=24°31'23" L=23.54'51.50'CH=N06°45'28"E 8.73'Δ=11°07'45" L=8.74'CH=N30°44'55"E 28.45'Δ=36°51'09" L=28.94'N88°48'24"W83.75'N01°11'36"E9.00'N88°48'24"W43.10'31.09'N88°48'24"W140.61'15.35'35.11'N00°11'37"E25'25'TRACT "L-3"50,025 S.F. (1.15 Ac.)(LAKE, L.M.E. & D.E.)TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)50'DRAINAGEEASEMENT(O.R.532,PG.120,C.C.R.)SOUTH QUARTER COR. SEC. 19(CALCULATED POSITION BASED ON PLAT)REFERENCE P.R.M.50.42'N43°08'53"W64.97'R =5 5 .0 0'Δ =4 4 °2 0 '28"L =42.56'C B =N 2 0 °5 8 '39"W
C D =4 1 .5 1 'N01°11'36"E 10.99'R=45.00'Δ=89°00'01"L=69.90'CB=N45°41'36"ECD=63.08'S89°48'23"ER=45.00'Δ=90°59'59 "L=71.47'CB=S44°18'24 "ECD=64 .1 9 'S01°11'36"W134.62'125.37'R =5 5 .0 0 'Δ=4 1 °2 4 '4 8 "
L =3 9 .7 5 'CB=N 22 °2 6 '2 9 "W
CD=38.89 '252.08'R =6 0 .0 0 'Δ =6 8°53'59"L=72.15'C H =S 3 3 °1 5'24"E67.88'R=65.00'Δ=248°53'59"L=282.37'CH=S56°44'36"W107.20'10'P.U.E.10'P.U.E.1636.15'15'D.E.7.5'7.5'7.5'7.5'15'D.E.7.5'7.5'15'D.E.8'D.E.8'D.E.20'C.U.E5'L.M.E.5'L.M.E.5'L.M.E.50'C.U.E.(P)(OPEN SPACE)(P)TRACT "O-1"25'25'"PIACERE-PAVIA"(P.B. 48, PG. 1, C.C.R.)Tract "C-2"LOT 1316LOT 1317LOT 1318LOT 1319LOT 1320LOT 1321LOT 1324LOT 1322LOT 1323LOT 1325LOT 1326LOT 1327LOT 1328LOT 1329 4,785 S.F. 4,916 S.F. 4,785 S.F. 5,870 S.F. 5,094 S.F. 4,916 S.F. 7,662 S.F. 5,317 S.F. 5,266 S.F. 4,691 S.F. 5,693 S.F. 6,006 S.F. 5,782 S.F. 5,041 S.F.S88°23'16"W2581.10'Township 50 South,Range 26 EastSection 19SW 1/4SE 1/4EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)300.78'S88°48'24"E40.00'S01°11'36"W184.15'300.78'S01°11'36"WN01°11'36"E127.54'N01°44'05"W75.20'S88°48'24"E8.29'C H =S 4 5 °16'14"E94.24'Δ =9 2 °5 5'40"L=105.42'39.11'129.00'50.42'105.51'(N/R)(N/R)S01°11'36"W50.07'1098.13'(P.R.M.TOP.R.M.)1217.72'(P.R.M.TOP.R.M.)N=640777.56 (Y)E=412150.19 (X)N=640840.58 (Y)E=412611.61 (X)N=640790.52 (Y)E=412610.56 (X)5'L.M.E.5'L.M.E.5'L.M.E.S47°27'23"E38.15'226.42'S47°27'23"E48.20'S88°48'24"E88.82'S88°48'24"E10'P.U.E.10'P.U.E.10'L.B.E.
10'L.B.E.TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)2213.62'(TRACT"O-2")S88°48'24"E158.26'N88°15'55"E746.30'TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)(TRACT"O-2")573.06'698.83'S01°11'36"WR=12917.34'Δ=2°27'17"L=553.41'CH=S00°14'17"W553.37'R=255.34'Δ=25°30'39"L=113.69'CH=N73°07'04"W112.75'203.67'CAYTRACT "O-8"(OPEN SPACE)12,902 S.F. (0.30 Ac.)LOT 1330LOT 1331LOT 1332LOT 1333LOT 1334LOT 1335LOT 1336LOT 1337LOT 1338LOT 1339LOT 1340LOT 1341LOT 1342LOT 1343LOT 1315SHEET 12 OF 14NOTES1. 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 SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.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 694018. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER11. 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 NUMBER39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET6. 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)= CALCULATED20. 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.= PROPERTY01530 60SCALE IN FEET1"=30'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 TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P11-14.DWG - MON. 12-14-2020 - 4:27 PMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314MatchLineSeeSheet9of14MatchLineSeeSheet10of14MatchLineSeeSheet13of1416.A.6.cPacket Pg. 430Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
1636.15'N01°44'05"WR=55.00'Δ=66°45'1 6 "L=6 4 .0 8 'CB=N35°06'4 3 "W
CD=60.52'R =55.00'Δ =6 6°45'16"L=64.08'C B =N 35°06'43"WC D =6 0 .52'R=476.00'Δ=64°43'55"L=537.78'CH=S84°29'41"E509.63'=45.00'Δ=129°36'"L=101.79'CH=N63°04'06"E81.44'146.80'211.81'N00°11'37"E12.97'Δ=8°01'36"L=52.53'CB=N02°49'12"WCD=52.49'8.00'33.70'36.00'S88°48'24"E126.00'11.17'Δ=48°44'17"L=38.28'CB=S23°10'33"ECD=37.14'S88°48'24"E96.85'S01°11'36"W 9.00'S88°48'24"E44.47'54.00'45.00'31.10'S88°48'24"E126.00'40.10'S88°48'24"E82.90'S01°11'36"W9.00'S88°48'24"E43.10'44.10'35.10'31.10'S88°48'24"E126.00'40.10'S88°48'24"E82.90'S01°11'36"W9.00'S88°48'24"E43.10'CH=N15°59'18"W 38.40'Δ=34°21'48" L=38.98'40.45'5.75'CH=N62°27'09"W 63.58'Δ=58°33'52" L=66.44'194.57'40.15'N88°15'54"E84.42'S01°44'04"E9.00'N88°15'56"E52.64'(N/R)35.10'187.00'Δ=71°14'39"L=80.82'CB=S52°38'36"WCD=75.72'40.10'S88°15'56"W78.90'N01°44'04"W9.00'S88°15'56"W46.55'(N/R)CH=S03°07'45"W 31.21'Δ=27°47'04" L=31.52'S88°15'55"W122.81'35.10'CH=S34°34'36"E 52.49'Δ=47°37'39" L=54.03'29.46'S88°15'56"W80.24'N01°44'04"W9.00'S88°15'56"W71.03'(N/R)CH=S63°02'55"E 10.56'Δ=9°18'58" L=10.57'CH=S49°02'46"E 38.40'Δ=37°19'16" L=39.08'S88°15'55"W187.72'CH=N07°18'43"W 10.69'Δ=11°09'18" L=10.71'CH=N35°26'46"W 42.20'Δ=45°06'47" L=43.31'CH=S14°35'46"E 32.65'Δ=31°34'43" L=33.07'12.28'CH=N42°39'51"W 47.92'Δ=51°39'00" L=49.58'CH=N63°14'45"W 10.05'Δ=10°29'12" L=10.07'S88°15'56"W120.19'N01°44'04"W9.00'S88°15'56"W50.75'38.63'28.40'CH=N09°17'13"W 14.46'Δ=15°06'16" L=14.50'N88°48'24"W128.91'42.51'Δ=1°13'18"L=9.06'CB=S00°34'57"WCD=9.06'49.27'N88°48'24"W81.73'N01°11'36"E9.00'N88°48'24"W43.20'(N/R)Δ=3°55'18"L=29.09'CB=S01°59'21"ECD=29.08'N86°03'00"E124.52'25'25'3"c.)E.)TRACT "L-3"50,025 S.F. (1.15 Ac.)(LAKE, L.M.E. & D.E.)TRACT "L-4"303,233 S.F. (6.96 Ac.)(LAKE, L.M.E. & D.E.)TRACT "O-2"(OPEN SPACE, D.E. & L.A.E.)337,814 S.F. (7.76 Ac.)R=45.00'Δ=90°59'59 "L=71.47'CB=S44°18'24 "ECD=64 .1 9 'S01°11'36"W252.08'93.43'R =6 0 .0 0 'Δ =6 8°53'59"L=72.15'C H =S 3 3 °15'24"E67.88'R=65.00'Δ=248°53'59"L=282.37'CH=S56°44'36"W107.20'210.05'15'D.E.10'P.U.E.20'D.E.&L.A.E.15'D.E.7.5'7.5'10'10'5'L.M.E.CAYOCOURTLOT 1336LOT 1337LOT 1338LOT 1339LOT 1340LOT 1341LOT 1342LOT 1343LOT 1344LOT 1345LOT 1346LOT 1347LOT 1348LOT 1349LOT 1350LOT 1351 5,040 S.F. 6,945 S.F. 6,135 S.F. 5,126 S.F. 4,531 S.F. 5,569 S.F. 5,201 S.F. 5,843 S.F. 5,429 S.F. 6,058 S.F. 4,665 S.F. 4,810 S.F. 4,665 S.F. 5,553 S.F. 5,865 S.F. 5,758 S.F.S88°10'52"W"PIACERE-PAVIA"(P.B. 48, PG. 1, C.C.R.)Tract "C-2"Township 50 South,Range 26 EastSection 19SE 1/450'DRAINAGEEASEMENT(O.R.532,PG.120,C.C.R.)S01°11'36"WS88°48'24"E40.00'R=400.00'210.05'R=375.00'R=425.00'N01°11'36"ES01°11'36"W(TRACT"L-4")525.07'N01°44'05"WN01°44'05"W146.80'S83°10'00"W126.51'83.88'(N/R)(N/R)1098.13'(P.R.M.TOP.R.M.)5'L.M.E .5'L.M.E.5'L.M.E.5'L.M.E.5'L.M.E.5'L.M.E.10'P.U.E.10'P.U.E.10'P.U.E.10'L.B.E.
10'L.B.E.6'D.E.3'3'N88°15'55"E746.30'72.05'(TRACT"O-2")573.06'COCOLOT 1364LOT 1365LOT 1361LOT 1362LOT 1363LOT 1335LOT 1352LOT 1358LOT 1359LOT 1360LOT 1357LOT 1356LOT 1353LOT 1355TRACT "O-7"(OPEN SPACE)13,515 S.F. (0.31 Ac.)SHEET 13 OF 14NOTES1. 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 SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.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 FEET01530 60SCALE IN FEET1"=30'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 TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P11-14.DWG - MON. 11-9-2020 - 11:05 AMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314MatchLineSeeSheet12of14MatchLineSeeSheet14of14MatchLineSeeSheet10of14MatchLineSeeSheet11of1416.A.6.cPacket Pg. 431Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)
TRACT "O-10"(OPEN SPACE)25,950 S.F. (0.60 Ac.)S88°10'52"WS01°49'08"ES39°03'58"E62.81'538.02'50.00'40.93'R=476.00'Δ=64°43'55"L=537.78'CH=S84°29'41"E509.63'N63°08'22"E364.25'216.41'(TRACT"L-4")525.07'2968.21'U.S.4190)(Tam iamiTrailEast)(200W IDERIGHTOFW AY)150'50'200'(StateRoad(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)TRACT "L-4"303,233 S.F. (6.96 Ac.)(LAKE, L.M.E. & D.E.)(O.R. 2605, PG. 2481, C.C.R.)DRAINAGEEASEMENTTOSTATEOFFLORIDA(O.R.2605,PG.2481,C.C.R.)32.81'CORNER FALLS IN CANAL(P.R.M. NOT SET)175.21'(TIE)1636.15'S39°03'58"E373.48'166.41'500.00'S88°10'52"W"PIACERE-PAVIA"(P.B. 48, PG. 1, C.C.R.)Tract "C-2"U N P L A T T E DTownship 50 South,Range 26 EastSection 19SE 1/450'DRAINAGEEASEMENT(O.R.532,PG.120,C.C.R.)S01°49'08"E50.00'S01°49'08"E50.00'181.88'1098.13'(P.R.M.TOP.R.M.)1128.21'(P.R.M.TOP.R.M.)N=640842.46 (Y)E=414245.90 (X)N=640891.22 (Y)E=414206.32 (X)N=640875.35 (Y)E=413706.56 (X)N=640825.38 (Y)E=413708.15 (X)N=641041.68 (Y)E=413701.28 (X)N=641053.53 (Y)E=414074.57 (X)5'L.M.E.
10'L.B.E.10'L.B.E.10'L.B.E.20'L.B.E.UTILITYANDACCESSEASEMENT(O.R.5030,PG.2314,C.C.R.)15'2'20'L.B.E.2'UTILITYANDACCESSEASEMENT(O.R.5030,PG.2314,C.C.R.)15'LOT 1364LOT 1365LOT 1366LOT 1367LOT 1368LOT 1369LOT 1370LOT 1371SHEET 14 OF 14NOTES1. 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 SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.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 FEET01530 60SCALE IN FEET1"=30'A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P11-14.DWG - MON. 11-9-2020 - 11:06 AMCIVIL 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)NN86754121113910314Match Line See Sheet 13 of 14MatchLineSeeSheet11of1416.A.6.cPacket Pg. 432Attachment: Plat Map (14543 : Final Plat Isles of Collier Preserve Phase 15)