Agenda 02/12/2019 Item #16A 602/12/2019
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 13, (Application Number PL20180002844)
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 13, a subdivision of lands located in Section 24 and 25, Township 50
South, Range 25 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 13. 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 13 be
approved for recording.
FISCAL IMPACT: The project cost is $371,620.65 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $ 69,850.00
b) Drainage, Paving, Grading $ 301,770.65
The Security amount, equal to 110% of the
project cost, is $408,782.72
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: $12,227.63
16.A.6
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02/12/2019
The Fees are based on a construction estimate of $371,620.65 and were paid in October 2018.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,079.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 523.88
c) Drainage, Paving, Grading
(.75% const. est.) $ 2,263.28
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $ 1,571.63
e) Drainage, Paving, Grading
(2.25% const. est.) $ 6,789.84
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 --
SAS
RECOMMENDATION: To endorse staff’s recommendation to approve the final plat of Isles of Collier
Preserve Phase 13 (Application Number PL20180002844) for recording with the following stipulations:
1. Approve the amount of $408,782.72 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, Technician, Development Review Division
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02/12/2019
ATTACHMENT(S)
1. Location Map (PDF)
2. Opinion of Probable Cost (PDF)
3. Plat Map (PDF)
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COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.6
Doc ID: 7694
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 13, (Application Number
PL20180002844) approval of the standard form Construction and Maintenance Agreement and approval
of the amount of the performance security.
Meeting Date: 02/12/2019
Prepared by:
Title: Technician – Growth Management Development Review
Name: Lucia Martin
01/02/2019 11:41 AM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
01/02/2019 11:41 AM
Approved By:
Review:
Growth Management Department Judy Puig Level 1 Reviewer Completed 01/02/2019 2:29 PM
Growth Management Development Review John Houldsworth Additional Reviewer Completed 01/03/2019 6:26 AM
Growth Management Operations & Regulatory Management Stephanie Amann Additional Reviewer Completed 01/03/2019 12:32 PM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 01/04/2019 3:05 PM
Growth Management Development Review Chris Scott Additional Reviewer Completed 01/07/2019 12:49 PM
Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 01/08/2019 1:19 PM
Growth Management Department Matthew McLean Additional Reviewer Completed 01/10/2019 1:56 PM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 01/10/2019 3:44 PM
Growth Management Department James C French Deputy Department Head Review Completed 01/14/2019 5:40 PM
Growth Management Department Thaddeus Cohen Department Head Review Completed 01/15/2019 1:47 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 01/15/2019 2:09 PM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 01/22/2019 3:32 PM
Budget and Management Office Mark Isackson Additional Reviewer Completed 01/23/2019 3:32 PM
County Manager's Office Geoffrey Willig Level 4 County Manager Review Completed 01/31/2019 10:52 AM
Board of County Commissioners MaryJo Brock Meeting Pending 02/12/2019 9:00 AM
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ISLES OF COLLIER PRESERVE PHASE 13
LOCATION MAP
16.A.6.a
Packet Pg. 523 Attachment: Location Map (7694 : Final Plat - Isles of Collier Preserve Phase 13)
Page 1 of 2
ITEM
NO. DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
I. EARTHWORK
110-2 Erosion Control/Maintenance 1 LS $10,000.00 $10,000.00
575-1 Sodding 10,269 SY $1.85 $18,997.65
$28,997.65
II ROADWAY
522-1 Asphalt Path 2,476 SY $6.50 $16,094.00
522-2 4" Concrete Sidewalk 1,322 SY $20.00 $26,440.00
522-3 4" Concrete Sidewalk Removal 1,053 SY $10.00 $10,530.00
522-4 Remove 3' Valley Gutter and Replace with F Curb 631 LF $20.00 $12,620.00
$65,684.00
III. DRAINAGE
425-1 Type "C" Inlet 5 EA $2,000.00 $10,000.00
425-2 Junction Box 6 EA $3,800.00 $22,800.00
430-1 18" RCP Storm Sewer 667 LF $39.00 $26,013.00
430-2 24" RCP Storm Sewer 169 LF $50.00 $8,450.00
430-3 8" ADS Storm Drain 90 L.F. $17.50 $1,575.00
430-4 12" ADS Storm Drain 3,481 L.F. $21.00 $73,101.00
430-5 8" Flared End Section 1 EA. $350.00 $350.00
430-6 Yard Drain 36 EA $550.00 $19,800.00
$162,089.00
Isles of Collier Preserve Phase 13
SUB-TOTAL
11/8/2018
Plat Bond
ENGINEER'S OPINION OF PROBABLE COST
SUB-TOTAL:
SUB-TOTAL:
for the construction of
16.A.6.b
Packet Pg. 524 Attachment: Opinion of Probable Cost (7694 : Final Plat - Isles of Collier Preserve Phase 13)
Page 2 of 2
ITEM
NO. DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
IV.
A. Single Water Service 18 EA $600.00 $10,800.00
B. Double Water Service 17 EA $900.00 $15,300.00
C. Triple Water Services to be Removed/Capped 34 EA $50.00 $1,700.00
$27,800.00
V.
A. 6" Sewer Service (Single) 6 EA $550.00 $3,300.00
B. 6" Sewer Service (Double) 22 EA $800.00 $17,600.00
C. Existing Single Services to be Removed/Capped 31 EA $50.00 $1,550.00
D.
6" Sewer Cleanout with Concrete Collar and
Electronic Markers 49 EA $400.00 $19,600.00
$42,050.00
VI.
A. 10' Height Buffer Tree 116 EA $250.00 $29,000.00
$29,000.00
VII. SITE LIGHTING
A.
FPL Town & Country Street Lights - Existing to be
relocated 32 EA $500.00 $16,000.00
$16,000.00
$371,620.65
$37,162.07
$408,782.72
Florida P.E. No. 70675
LANDSCAPING
SUB-TOTAL:
WATERLINE AND ACCESSORIES
SUB-TOTAL:
SUB-TOTAL:
For the Firm
Estimated Date of Completion: 12/2019
Barraco and Associates, Inc.
2271 McGregor Boulevard
P.O. Drawer 2800
TOTAL:
SUB-TOTAL:
10% BOND TOTAL:
________________________________
Timothy B. Gavin, P.E.
Certificate of Authorization No. 7995
Fort Myers, FL 33902-2800
SEWER SYSTEM
BOND TOTAL:
Timothy B.
Gavin, P.E.
70675
2018.12.17
16:34:20 -05'00'
16.A.6.b
Packet Pg. 525 Attachment: Opinion of Probable Cost (7694 : Final Plat - Isles of Collier Preserve Phase 13)
ACKNOWLEDGMENTCOMMISSION # MY COMMISSION EXPIRESNOTARY PUBLIC - STATE OF FLORIDANAME - PRINTEDCOUNTY OF COLLIERSTATE OF FLORIDATHE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF_________________, 2019 A.D., BYWILLIAM BULLOCK, AS VICE PRESIDENT OF MINTO SABAL BAY, LLC, A FLORIDA LIMITED LIABILITY COMPANY, ON BEHALF OFSAID LIMITED LIABILITY COMPANY. HE [ ] IS PERSONALLY KNOWN TO ME OR[ ] HAS PRODUCED______________________________ AS IDENTIFICATION.SHEET 1 OF 5FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NSURVEYOR'S CERTIFICATIONI HEREBY CERTIFY THAT THIS PLAT OF ISLES OF COLLIER PRESERVE PHASE 13, WAS PREPARED UNDER MY MYDIRECTION AND SUPERVISION, AND COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177, PART I, ASAMENDED, 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 LOT CORNERS WILL BE SET PRIOR TO FINAL ACCEPTANCE OF THEREQUIRED IMPROVEMENTS.DONE THIS ________ DAY OF ___________________, 2019 A.D.NOTICE: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.LOCATIONSCALE: 1" = 3000'VICINITY MAP01500 3000 6000SCALE IN FEETPROJECTTHIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OFCOLLIER COUNTY, FLORIDA, THIS ________ DAY OF __________________, 2019, A.D.KNOW ALL MEN BY THESE PRESENTS THAT MINTO SABAL BAY, LLC, A FLORIDA LIMITED LIABILITY COMPANY, THE OWNER OF THELANDS HEREIN DESCRIBED HAS CAUSED THIS PLAT OF ISLES OF COLLIER PRESERVE PHASE 13, TO BE MADE, AND DOES HEREBY:1) DEDICATE TO ISLES OF COLLIER PRESERVE PROPERTY OWNERS ASSOCIATION, INC:A) TRACT "O" FOR OPEN SPACE AND ACCESS EASEMENT (A.E.) WITH RESPONSIBILITY FOR MAINTENANCE. TRACT "O" PURPOSESSHALL INCLUDE, BUT NOT BE LIMITED TO LANDSCAPING, PATHWAYS, SIDEWALKS AND ARE THE PERPETUAL MAINTENANCEOBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS, WITH NO RESPONSIBILITY FOR MAINTENANCE TOCOLLIER COUNTY.B) ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.C) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH RESPONSIBILITY FOR MAINTENANCE.2) DEDICATE TO COLLIER COUNTY, ITS SUCCESSORS OR ASSIGNS:A) ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITH NO RESPONSIBILITY FORMAINTENANCE.B) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.3) 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.DEDICATIONWITNESS:PRINT NAME:WITNESS:PRINT NAME:WILLIAM BULLOCKJACK G. MCKENNA, P.E.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-6940MINTO SABAL BAY, LLC,A FLORIDA LIMITED LIABILITY COMPANYBY:COLLIER COUNTY ENGINEERCIVIL 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-2", ISLES OF COLLIER PRESERVE PHASE 2,AS RECORDED IN PLAT BOOK 56, PAGES 80 THROUGH 112,COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 13PLAT BOOKPAGEJ:\23723\DWG\SURVEYING\PLAT\PH13\23723P01.01.DWG - MON. 12-31-2018 - 1:13 PMCOUNTY ENGINEERTHIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS ____ DAY OF ______________________, 2019 A.D.SCOTT A. STONEASSISTANT COUNTY ATTORNEYCOUNTY ATTORNEYTHIS PLAT APPROVED FOR RECORDING IN A REGULAR OPEN MEETING BY THE BOARD OF COUNTY COMMISSIONERSOF COLLIER COUNTY, FLORIDA, THIS ____ DAY OF ______________________, 2019, A.D. PROVIDED THAT THE PLAT ISFILED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF COLLIER COUNTY, FLORIDA.COUNTY COMMISSION APPROVALATTEST:BOARD OF COUNTY COMMISSIONERS , CHAIRMANCOLLIER COUNTY, FLORIDATHIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS ____ DAY OF ______________________, 2019 A.D.MARCUS L. BERMAN, P.S.M. #5086COLLIER 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 ______________________, 2019 A.D., AND DULY RECORDED INPLAT BOOK ____, PAGES ______ THROUGH ______, INCLUSIVE, OF THE PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA.CLERK OF THE CIRCUIT COURT & COMPTROLLERFILING RECORDCRYSTAL K. KINZELIN AND FOR COLLIER COUNTY, FLORIDAGENERAL 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 SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 24 TO BEARN89°42'03"E.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR ISLES OF COLLIER PRESERVERECORDED IN OFFICIAL RECORDS BOOK 4970, PAGES 845 THROUGH 1105, AND SUPPLEMENTALDECLARATION RECORDED IN OFFICIAL RECORDS BOOK _______, PAGE _______.5. THIS PROJECT IS WITHIN THE SABAL BAY PUD, COLLIER COUNTY ORD. 05-59, AS AMENDED.COUNTY APPROVALSIN WITNESS WHEREOF, THE UNDERSIGNED OWNER HAS CAUSED THESE PRESENTS TO BESIGNED THIS______ DAY OF________________, 2019, A.D.C.R.864VICE PRESIDENTDESCRIPTIONTract "F-2" of the record plat of “ISLES OF COLLIER PRESERVE PHASE 2” recorded in Plat Book56, at Page 80 of the Public Records of Collier County, Florida.CRYSTAL K. KINZEL,CLERK OF THE CIRCUIT COURT & COMPTROLLERIN AND FOR COLLIER COUNTY, FLORIDALICENSENUE R STATE OF5949PROFE S S IO NALSURVEYORDMAPPERSCOTTA.WHEELER FLORIDAMB NA Digitally signed byScott A. Wheeler, PSM Date: 2018.12.31'13:21:20 -05'0016.A.6.cPacket Pg. 526Attachment: Plat Map (7694 : Final Plat - Isles of Collier Preserve Phase 13)
Sheet 3SW 1/4NW 1/4Township 50 South, Range 25 EastSection 25Township 50 South,Range 25 EastSection 24Preserve Phase 7""Isles of Collier(P.B. 60, PG. 49, C.C.R.)Sheet 4Sheet 5Preserve Phase 2""Isles of Collier(P.B. 56, PG. 80, C.C.R.)WAYANTIGUAPLATTED AREA = 15.84 Ac. +/-NE 1/4SE 1/4WAYPEM B R O K EAVENUEWARWICKIS L E
L Y F O R D
DRIVE
L IG H T B O U R N
W A YISLEDRIVECOMPART1441451461471481491501511521531541551561571581591601611621631641651661671681691701711721731741751761771781791801831841851861871881891901911921931941951961971981992002012022032042052062072082092102112122172182192202212222232242252262272282292302312472482492502512522532542552562572582592605045055065075085095105115125135145155165175185195205215225235245255265275 2 8
5 2 9
530531532539540541542543544545546547548549U N P L A T T E DPreserve Phase 2""Isles of Collier(P.B. 56, PG. 80, C.C.R.)1060105910581057105610551054105310521051105010491048104710461045104410411042104310401038103910371036103110331032103410351030102810291027102610251024102310221021102010091010101210111013101410151016101710181019CIVIL 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-2", ISLES OF COLLIER PRESERVE PHASE 2,AS RECORDED IN PLAT BOOK 56, PAGES 80 THROUGH 112,COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 13PLAT BOOKPAGEJ:\23723\DWG\SURVEYING\PLAT\PH13\23723P01.02.DWG - THU. 11-8-2018 - 12:24 PMSHEET 2 OF 5NOTES1. 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 OF SECTION 24TO BEAR N89°42'03"E.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 2, 6, 7, 8, 9 OR 10)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)NN345KEY MAP16.A.6.cPacket Pg. 527Attachment: Plat Map (7694 : Final Plat - Isles of Collier Preserve Phase 13)
AntiguaWayTRACT "A"(AMENITY & RECREATION AREA) (P)Township 50 South, Range 25 EastSection 24SE 1/4(235'WIDE)DRAINAGEEASEMENTTOCOLLIERCO.(O.R.4385,PG.3675,C.C.R.)44'WayPembrokeTRACT "L-1"(LAKE, L.M.E. & D.E.)(P)(P.B. 56, PG. 80, C.C.R.)"Isles of CollierPreserve Phase 2""Isles of Collier Preserve Phase 2"(P.B. 56, PG. 80, C.C.R.)EASEMENT TO COMCAST OF THE SOUTH, INC.(O.R. 5020, PG. 3828, C.C.R.)(ALL OF ISLES OF COLLIERPRESERVE PHASE 1, P.B. 54, PG. 3, C.C.R.)(ONLY AFFECTS PORTIONOF THIS PLAT LYING IN SECTION 24)18.5'(P)41.5'(P)60'(P)10'P.U.E.10'P.U.E.(P)10'P.U.E.(P)TRACT "O"(OPEN SPACE AND A.E.)122,004 S.F. (2.80 Ac.)LOT 1053LOT 1054LOT 1055LOT 1056LOT 1057LOT 1058LOT 1059LOT 106011,545 S.F.11,351 S.F.11,342 S.F.12,374 S.F.12,757 S.F.12,652 S.F.12,652 S.F.12,652 S.F.R=900.00' Δ=2°26'17" L=38.30'CH=S06°03'49"W 38.29'S82°43'02"E 41.12'N35°33'29"E826.83'R=1410.00'Δ=28°16'31"L=695.83'CB=N21°25'13"ECD=688.79'R=400.00'Δ =2 7 °2 2 '0 9 "L =1 9 1 .0 7 'C B =S 0 8 °5 0 '2 3 "E C D =1 8 9 .2 6 'R=300.00'Δ=53°58'19"L=282.60'CB=S04°27'42"WCD=272.26'CD=347.41'CB=S23°25'27"WL=348.55'Δ=16°02'48"R=1244.53'R=1096.79'Δ=21°42'42"L=415.62'CB=S39°54'18"WCD=413.14'R=261.00'Δ=13°10'59"L=60.05'CH=N24°51'21"E59.92'Δ=15°27'21"L=380.36'CB=N15°00'38"ECD=379.20'N65°44'00"W147.84'39'CD=268.98'CB=N25°25'59"EL=269.47'Δ=12°01'45"R=1283.53'5'N35°33'29"E451.26'N54°26'31"W168.25'N54°26'31"W168.25'N54°26'31"W168.25'N54°26'31"W168.25'N55°06'00"W168.35'N58°06'00"W150.72'N61°06'00"W143.01'N64°10'00"W144.92'75.20'75.20'75.20'75.20'75.20'75.20'CD=16.19'CB=N35°13'44"EΔ=0°39'29"L=16.19'58.66'76.78'CD=73.82'CB=N33°24'00"EΔ=3°00'00"L=73.83'CD=84.04'CB=N21°17'40"EΔ=3°45'08"L=84.06'CD=73.82'CB=N30°24'00"EΔ=3°00'00"L=73.83'CD=75.46'CB=N27°22'00"EΔ=3°04'00"L=75.47'CD=76.15'CB=N24°17'09"EΔ=3°05'41"L=76.16'CD=20.33'CB=N30°59'37"EΔ=0°54'28"L=20.33'Δ=3°39'19"L=81.89'CH=N24°59'53"E81.87'Δ=3°42'50"L=83.20'CH=N28°40'58"E83.19'15'D.E.7.5'7.5'10'P.U.E.10'P.U.E.10'P.U.E.N=641772.12(Y)E=408729.02(X)N=641592.81(Y)E=408887.12(X)N=642183.03(Y)E=409046.41(X)N=642413.34(Y)E=408980.58(X)N=642370.05(Y)E=409017.32(X)LOT 1052SHEET 3 OF 5CIVIL 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-2", ISLES OF COLLIER PRESERVE PHASE 2,AS RECORDED IN PLAT BOOK 56, PAGES 80 THROUGH 112,COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 13PLAT BOOKPAGEJ:\23723\DWG\SURVEYING\PLAT\PH13\23723P01.03-05.DWG - THU. 11-8-2018 - 12:25 PMN345NOTES1. 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 OF SECTION 24TO BEAR N89°42'03"E.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 2, 6, 7, 8, 9 OR 10)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET0 25 50 100SCALE IN FEET1"=50'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NMatchLineSeeSheet4of516.A.6.cPacket Pg. 528Attachment: Plat Map (7694 : Final Plat - Isles of Collier Preserve Phase 13)
25 2024 19AntiguaWayTownship 50 South, Range 25 EastSection 24SE 1/4SOUTH QUARTER COR. SEC. 24 (C.C.R. #22085)FD. 4"x 4" C.M. W/DISC & SCREWN=640706.50(Y)E=407455.71(X)SOUTHEAST COR. SEC. 24 (C.C.R. #60200)FD. 4"x 4" C.M. W/DISC & SCREWN=640720.41(Y)E=410120.01(X)(SEC.COR.TO1/4SEC.COR.)(235'WIDE)DRAINAGEEASEMENTTOCOLLIERCO.(O.R.4385,PG.3675,C.C.R.)(CONSERVATIONAREA5)CONSERVATIONEASEMENT(O.R.4867,PG.3336,C.C.R.)44'NE 1/4TRACT "L-1"(LAKE, L.M.E. & D.E.)(P)(P.B. 56, PG. 80, C.C.R.)"Isles of CollierPreserve Phase 2"TRACT "A"(AMENITY & RECREATION AREA) (P)"Isles of Collier Preserve Phase 2"(P.B. 56, PG. 80, C.C.R.)EASEMENT TO COMCAST OF THE SOUTH, INC.(O.R. 5020, PG. 3828, C.C.R.)(ALL OF ISLES OF COLLIERPRESERVE PHASE 1, P.B. 54, PG. 3, C.C.R.)(ONLY AFFECTS PORTIONOF THIS PLAT LYING IN SECTION 24)18.5'(P)41.5'(P)60'(P)10'P.U.E.60'C.U.E.(P)50'(P)10'P.U.E.(P)10'P.U.E.(P)TRACT "O"(OPEN SPACE AND A.E.)122,004 S.F. (2.80 Ac.)LOT 1037LOT 1038LOT 1039LOT 1040LOT 1041LOT 1042LOT 1043LOT 1044LOT 1045LOT 1046LOT 1047LOT 1048LOT 1049LOT 1050LOT 1051LOT 105212,652 S.F.12,652 S.F.12,364 S.F.11,761 S.F.11,552 S.F.12,171 S.F.12,936 S.F.12,695 S.F.13,174 S.F.8,967 S.F.9,334 S.F.8,914 S.F.8,026 S.F.7,909 S.F.7,849 S.F.7,846 S.F.R=234.59' Δ=26°42'29" L=109.35'CH=S21°02'01"W 108.37'R=1096.79' Δ=21°42'42" L=415.62'CH=S39°54'18"W 413.14'R=2438.50'Δ=24°49'50"L=1056.78'CB=N47°58'24"ECD=1048.53'N35°33'29"E826.83'CD=401.58'CB=S28°29'54"WL=407.59'Δ=34°10'04"R=683.49'S35°58'19"W90.26'N54°01'41"W44.00'S46°01'11"W507.36'S89°42'03"W2664.30'N00°17'57"W 37.65' (TIE)N35°33'29"E451.26'CD=305.32'CB=N35°28'54"EL=307.64'Δ=24°23'50"R=722.49'39'N35°33'29"E294.42'CD=69.97'CB=N32°17'03"WΔ=121°59'21"L=85.16'N42°53'00"W153.53'N44°03'00"W153.05'N45°13'00"W153.65'N46°23'00"W155.33'N47°33'00"W158.09'N48°49'00"W162.31'N50°05'00"W176.21'N51°15'00"W172.70'N53°00'00"W169.48'N54°26'31"W168.65'N54°26'31"W168.65'N54°26'31"W156.40'N54°26'31"W152.14'N54°26'31"W155.88'N54°26'31"W167.92'N54°26'31"W168.25'N54°26'31"W168.25'52.78'52.78'52.82'52.92'57.60'25.42'7.33'53.32'79.77'11.67'77.30'76.70'76.70'75.20'CD=76.19'CB=N26°18'21"EΔ=6°02'42"L=76.23'75.20'CD=75.32'CB=N32°18'58"EΔ=5°58'33"L=75.35'76.70'CD=76.79'CB=N38°21'02"EΔ=6°05'34"L=76.83'76.70'CD=77.64'CB=N44°28'36"EΔ=6°09'36"L=77.68'75.20'CD=1.56'CB=N47°37'07"EΔ=0°07'25"L=1.56'73.68'75.20'75.20'L=49.65'Δ=1°10'00"CB=N46°32'00"ECD=49.65'L=49.65'Δ=1°10'00"CB=N45°22'00"ECD=49.65'L=49.65'Δ=1°10'00"CB=N44°12'00"ECD=49.65'L=49.65'Δ=1°10'00"CB=N43°02'00"ECD=49.65'L=53.91'Δ=1°16'00"CB=N41°49'00"ECD=53.91'L=53.91'Δ=1°16'00"CB=N40°33'00"ECD=53.91'L=49.65'Δ=1°10'00"CB=N39°20'00"ECD=49.65'L=74.48'Δ=1°45'00"CB=N37°52'30"ECD=74.48'L=61.37'Δ=1°26'31"CB=N36°16'44"ECD=61.37'15'D.E.15'D.E.17'D.E.7.5'7.5'7.5'7.5'10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.5'N=640922.96(Y)E=408430.47(X)N=640748.77(Y)E=408338.56(X)N=641099.46(Y)E=408248.19(X)N=641275.88(Y)E=408622.08(X)S89°42'03"W1781.26'(TIE)Δ=40°42'06"L=28.42'CH=S66°22'14"W27.82'17'D.E.R=40.00'Δ=162°41'27"L=113.58'CB=N52°38'06"WCD=79.09'(ACCESSORYSTRUCTURE)PRESERVESETBACKLINE25'10'LOT 1053LOT 1036SHEET 4 OF 5CIVIL 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-2", ISLES OF COLLIER PRESERVE PHASE 2,AS RECORDED IN PLAT BOOK 56, PAGES 80 THROUGH 112,COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 13PLAT BOOKPAGEJ:\23723\DWG\SURVEYING\PLAT\PH13\23723P01.03-05.DWG - THU. 11-8-2018 - 12:25 PMN345NOTES1. 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 OF SECTION 24TO BEAR N89°42'03"E.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 2, 6, 7, 8, 9 OR 10)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET0 25 50 100SCALE IN FEET1"=50'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NMatchLineSeeSheet3of5MatchLineSeeSheet5of516.A.6.cPacket Pg. 529Attachment: Plat Map (7694 : Final Plat - Isles of Collier Preserve Phase 13)
Township 50 South, Range 25 EastSection 25NE 1/4WayTRACT "P"(PRESERVE)(P)(CONSERVATION AREA 5)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)(SEC.COR.TO1/4SEC.COR.)TRACT "L-2"(LAKE, L.M.E. & D.E.)(P)TRACT "L-2"(LAKE, L.M.E. & D.E.)(P)NW 1/4W ayLightbourn"Isles of CollierPreserve Phase 7"(P.B. 60, PG. 49, C.C.R.)TRACT "L"(LAKE, L.M.E. & D.E.)(P)TRACT "L"(LAKE, L.M.E. & D.E.)(P)TRACT "L-1"(LAKE, L.M.E. & D.E.)(P)"Isles of Collier Preserve Phase 2"(P.B. 56, PG. 80, C.C.R.)"Isles of Collier Preserve Phase 2"(P.B. 56, PG. 80, C.C.R.)Antigua18.5'(P)41.5' (P)60 '(P)10'P.U.E.(P)10'P.U.E.(P)10'P .U .E .(P )10'P.U.E.(P)10'P.U.E.(P)LOT 1009LOT 1010LOT 1011LOT 1012LOT 1013LOT 1014LOT 1015LOT 1016LOT 1017LOT 1018LOT 1019LOT 1020LOT 1021LOT 1022LOT 1023LOT 1024LOT 1025LOT 1026LOT 1027LOT 1028LOT 1029LOT 1030LOT 1031LOT 1032LOT 1033LOT 1034LOT 1035LOT 10367,899 S.F.8,009 S.F.8,177 S.F.8,402 S.F.9,325 S.F.11,645 S.F.12,612 S.F.12,045 S.F.12,011 S.F.11,731 S.F.11,221 S.F.10,848 S.F.11,160 S.F.11,564 S.F.11,967 S.F.13,748 S.F.8,792 S.F.9,637 S.F.10,101 S.F.10,678 S.F.11,085 S.F.11,433 S.F.11,351 S.F.10,925 S.F.10,370 S.F.9,715 S.F.9,100 S.F.14,232 S.F.R=128.10' Δ=41°52'18" L=93.62'CH=S47°54'18"W 91.55'R=30.00' Δ=13°06'20" L=6.86'CH=N34°49'11"W 6.85'R=137.00' Δ=46°02'29" L=110.09'CH=N51°17'16"W 107.15'R=15.00' Δ=78°43'20" L=20.61'CH=S66°19'49"W 19.03'S68°50'27"W153.49'R=475.00' Δ=21°09'51" L=175.46'CH=S58°15'32"W 174.46'S47°40'36"W52.62'R=100.00'Δ=17°59'07"L=31.39'CH=S38°41'03"W31.26'R=25.00'Δ=191°59'55"L=83.78'CH=N54°18'33"W49.73'61.31'N41°22'21"WCD=385.10'CB=N53°18'19"EL=386.08'Δ=14°09'59"R=1561.50'N60°23'19"E526.38'R=2438.50'Δ=24°49'50"L=1056.78'CB=N47°58'24"ECD=1048.53'S46°01'11"W507.36'S69°47'37"W86.56'S62°20'30"W88.98'S49°18'58"W74.88'S37°29'02"W86.91'S22°13'24"W69.02'S51°17'34"W266.23'51.22'N42°19'24"W61.18'S29°41'29"WS89°42'03"W2664.30'N40°45'00"W171.73'N38°43'00"W 179.02'N36°41'00"W 193.52'N34°39'00"W 206.02'N 32°37'00"W 216.63'N 30°35'00"W 223.05'N 29°36'41"W
22 3.09'N 29°36 '41"W 217.65'N 29°36 '41"W 207.22'N 29°36'41"W 193.41'N 29°36'41"W 161 .74'N 29°36'41"W 179.29'N 60°23'19 "E
9.79'N 29°36'41"W 242.4 1'N 2 9°3 6'41"W 23 4.38'N 29°36 '41"W 226.3 4'N 29°36'41"W 21 8.30'N 29°51'00"W 211.61'N 31°01'00"W 221.36'N 32°11'00"W 228.62'N 33°21'00"W 233.48'N34°31'00"W 228.56'N35°47'00"W 215.92'N37°03'00"W 196.69'N38°13'00"W 166.22'N39°23'00"W 161.41'N40°33'00"W157.70'N41°43'00"W155.07'N42°53'153.53'2.41'50.91'49.91'49.07'1.19'26.55'50.20'50.20'22.49'50.20'30.13'54.20'53.45'54.20'7.74'50.20'C D =29.14'C B =N 06°02'2 1"E
Δ =71°18'06"L=31.1 1'66.54'50.20'50.84'50.20'50.84'50.20'50.84'40.03'47.17'4.54'54.93'27.08'27.75'54.57'6.65'48.08'26.80'33.68'53.23'8.58'60.44'1.08'53.21'53.03'52.90'52.82'Δ=20°34'09"L=45.99'CB=S37°15'13"W
CD=45.74'Δ=21°18'09"L=47.63'CB=S58°11'23"W
CD=47.35'L=55.42'Δ=2°02'00"CB=N50°16'00"ECD=55.41'L=55.42'Δ=2°02'00"CB=N52°18'00"ECD=55.41'L=55.42'Δ=2°02'00"CB=N54°20'00"ECD =55.41'L=55.42'Δ=2°02'00"C B=N56°22'00"EC D =55.41'L=55.42'Δ =2°02'00"C B =N 58°24'00"E
C D =55.41'L=26.49'Δ =0°58'19"C B =N 59°54'09"E
C D =26.49'L=82.52'Δ=3°01'41"CB=N47°44'10"ECD=82.51'L=46.8 8'Δ =5°39 '16"C B =S 66°00'49"W
C D =46.86'L=49.27'Δ =5°56'36"C B =S 60°12'54"W
C D =49.25'L=50.52 'Δ =6°05 '37"C B =S 54°11'47"W
C D =5 0.49'L=28.79'Δ =3 °28 '23 "C B =S 49 °24 '47 "W
C D =28.79'Δ =5°21 '01"L=9.34'C H =S 32 °22'00"W 9.33'Δ =120 °41 '50"L=52.66'C H =N 89 °57'36"W 43.45'L=10.15'Δ =0°14'19"C B =N 60°16'09"E
C D =10.15'L=49.65'Δ =1°10'00"C B =N 59°34'00"E
C D =49.65'L=49.65'Δ =1°10'00"C B=N 58°24'00"E
C D =49.65'L=49.65'Δ=1°10'00"C B=N 57°14'00"E
C D =49.65'L=49.65'Δ=1°10'00"C B=N56°04'00"EC D=49.65'L=53.91'Δ=1°16'00"C B=N54°51'00"EC D =53.91'L=53.91'Δ=1°16'00"CB=N53°35'00"ECD=53.91'L=49.65'Δ=1°10'00"CB=N52°22'00"ECD=49.65'L=49.65'Δ=1°10'00"CB=N51°12'00"ECD=49.65'L=49.65'Δ=1°10'00"CB=N50°02'00"ECD=49.65'L=49.65'Δ=1°10'00"CB=N48°52'00"ECD=49.65'L=49.65'Δ=1°10'00"CB=N47°42'00"ECD=49.65'17'D .E.15'D.E.2 0 'D .E .20'D.E.15'D.E.7.5'7.5'7.5'7.5'20'L.M.E.R50'2 0 'D .E .17 'D .E .20'D .E.10'P.U.E.10'P .U .E .10'P .U .E .10'P.U.E.10'P.U.E.20'L.M.E.N=639907.27(Y)E=406702.87(X)N=639788.62(Y)E=406830.92(X)N=640397.49(Y)E=407469.30(X)N=640050.93(Y)E=407371.42(X)N=640470.29(Y)E=407875.00(X)N=639913.04(Y)E=407059.43(X)20'D.E.17'D.E.20'D.E.17'15.16'Δ =12°38'06"L=22.05 'C H =S 41°21'33"W 22.01'20'(PRINCIPALSTRUCTURE)PRESERVESETBACKLINE(ACCESSORYSTRUCTURE)PRESERVESETBACKLINE10'2 5 'LOT 1037SHEET 5 OF 5CIVIL 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-2", ISLES OF COLLIER PRESERVE PHASE 2,AS RECORDED IN PLAT BOOK 56, PAGES 80 THROUGH 112,COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 13PLAT BOOKPAGEJ:\23723\DWG\SURVEYING\PLAT\PH13\23723P01.03-05.DWG - THU. 11-8-2018 - 12:26 PMN345NOTES1. 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 OF SECTION 24TO BEAR N89°42'03"E.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 2, 6, 7, 8, 9 OR 10)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET0 25 50 100SCALE IN FEET1"=50'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NMatchLineSeeSheet4of516.A.6.cPacket Pg. 530Attachment: Plat Map (7694 : Final Plat - Isles of Collier Preserve Phase 13)