Agenda 07/10/2018 Item #16A 707/10/2018
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 12, (Application Number PL20180001783)
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 12, 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 12. 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 Isles of Collier Preserve Phase 12
be approved for recording.
FISCAL IMPACT: The project cost is $2,026,860.92 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $ 899,041.00
b) Drainage, Paving, Grading $1,127,819.92
The Security amount, equal to 110% of the
project cost, is $2,229,547.01
The County will realize revenues as follows:
Fund: Growth Management Planning Services Fund (131)
Agency: County Manager
Cost Center: Land Development Services (138327)
Revenue generated by this project: Total: $62,222.83
16.A.7
Packet Pg. 562
07/10/2018
The Fees are based on a construction estimate of $2,026,860.92 and were paid in May 2018.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,417.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 6,742.81
c) Drainage, Paving, Grading
(.75% const. est.) $ 8,458.65
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $20,228.42
e) Drainage, Paving, Grading
(2.25% const. est.) $25,375.95
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 Col lier
Preserve Phase 12 (Application Number PL20180001783) for recording with the following stipulations:
1. Approve the amount of $2,229,547.01 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
16.A.7
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07/10/2018
ATTACHMENT(S)
1. Location Map (PDF)
2. Plat Map (PDF)
3. Opinion of Probable Cost (PDF)
16.A.7
Packet Pg. 564
07/10/2018
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.7
Doc ID: 5885
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 12, (Application Number
PL20180001783) approval of the standard form Construction and Maintenance Agreement and approval
of the amount of the performance security.
Meeting Date: 07/10/2018
Prepared by:
Title: Technician – Growth Management Development Review
Name: Lucia Martin
06/05/2018 4:20 PM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
06/05/2018 4:20 PM
Approved By:
Review:
Growth Management Development Review John Houldsworth Additional Reviewer Completed 06/06/2018 8:09 AM
Growth Management Development Review Chris Scott Additional Reviewer Completed 06/06/2018 8:38 AM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 06/06/2018 8:49 AM
Growth Management Operations & Regulatory Management Stephanie Amann Additional Reviewer Completed 06/06/2018 3:49 PM
Growth Management Department Judy Puig Level 1 Reviewer Completed 06/07/2018 10:12 AM
Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 06/07/2018 4:55 PM
Growth Management Department Matthew McLean Additional Reviewer Completed 06/08/2018 10:32 AM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 06/08/2018 1:00 PM
Growth Management Department Thaddeus Cohen Department Head Review Completed 06/08/2018 2:56 PM
Growth Management Department James C French Deputy Department Head Review Completed 06/13/2018 9:34 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 06/13/2018 9:43 AM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 06/19/2018 11:56 AM
Office of Management and Budget Allison Kearns Additional Reviewer Completed 06/23/2018 11:45 AM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 07/02/2018 9:45 AM
Board of County Commissioners MaryJo Brock Meeting Pending 07/10/2018 9:00 AM
16.A.7
Packet Pg. 565
THE ISLES OF COLLIER PRESERVE PHASE 12
LOCATION MAP
16.A.7.a
Packet Pg. 566 Attachment: Location Map (5885 : Final Plat - Isles of Collier Preserve Phase 12)
ACKNOWLEDGMENT
COMMISSION # MY COMMISSION EXPIRES
NOTARY PUBLIC - STATE OF FLORIDA
NAME - PRINTED
COUNTY OF COLLIER
STATE OF FLORIDA
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF_________________, 2018 A.D., BY
WILLIAM BULLOCK, AS VICE PRESIDENT OF MINTO SABAL BAY, LLC, A FLORIDA LIMITED LIABILITY COMPANY, ON BEHALF OF
SAID LIMITED LIABILITY COMPANY. HE [ ] IS PERSONALLY KNOWN TO ME OR[ ] HAS PRODUCED
______________________________ AS IDENTIFICATION.
SHEET 1 OF 9
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THIS PLAT OF ISLES OF COLLIER PRESERVE PHASE 12, WAS PREPARED UNDER MY MY
DIRECTION AND SUPERVISION, AND COMPLIES WITH 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 THE
RECORDING OF THIS PLAT AND THAT ALL PERMANENT CONTROL POINTS AND LOT CORNERS WILL BE SET PRIOR
TO FINAL ACCEPTANCE OF THE REQUIRED IMPROVEMENTS.
DONE THIS ________ DAY OF ___________________, 2018 A.D.
NOTICE:
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE
SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN
AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE
ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN
THE PUBLIC RECORDS OF THIS COUNTY.
LOCATION SCALE: 1" = 3000'
VICINITY MAP
0 1500 3000 6000
SCALE IN FEET
PROJECT THIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OF
COLLIER COUNTY, FLORIDA, THIS ________ DAY OF __________________, 2018, A.D.
KNOW ALL MEN BY THESE PRESENTS THAT MINTO SABAL BAY, LLC, A FLORIDA LIMITED LIABILITY COMPANY, THE OWNER OF THE
LANDS HEREIN DESCRIBED HAS CAUSED THIS PLAT OF ISLES OF COLLIER PRESERVE PHASE 12, TO BE MADE, AND DOES HEREBY:
1)RESERVE TO MINTO SABAL BAY, LLC:
A) TRACT "F" FOR FUTURE DEVELOPMENT, WITH RESPONSIBILITY FOR MAINTENANCE.
2)DEDICATE TO ISLES OF COLLIER PRESERVE PROPERTY OWNERS ASSOCIATION, INC:
A) TRACTS "R-1" AND "R-2" 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) TRACT "L", AS LAKES FOR DRAINAGE AND STORMWATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR
MAINTENANCE.
C) TRACTS "O-1" AND "O-2" AS OPEN SPACE WITH RESPONSIBILITY FOR MAINTENANCE.
D) ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.
E) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
F) ALL ACCESS EASEMENTS (A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
G) ALL LANDSCAPE BUFFER EASEMENTS (L.B.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
H) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
3)DEDICATE TO COLLIER COUNTY, ITS SUCCESSORS OR ASSIGNS:
A) A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACTS "R-1" AND "R-2" FOR USE BY
GOVERNMENTAL VEHICLES IN THE EXECUTION OF THEIR DUTIES, INCLUDING BUT NOT LIMITED TO
EMERGENCY MEDICAL SERVICE, FIRE DEPARTMENT SERVICE, AND UTILITY SERVICE WITH NO
RESPONSIBILITY FOR MAINTENANCE.
B) ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITH NO RESPONSIBILITY FOR
MAINTENANCE.
C) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.
D) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.
4)DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.) TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATE
UTILITIES 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 BE
SUBJECT TO, AND NOT INCONSISTENT WITH, THE USE BY THE COLLIER COUNTY WATER-SEWER DISTRICT. IN THE EVENT A
CABLE COMPANY DAMAGES THE FACILITIES OF ANOTHER PUBLIC UTILITY THE CABLE COMPANY WILL BE SOLELY RESPONSIBLE
FOR SAID DAMAGES.THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A
PARTICULAR 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 PUBLIC
SERVICE COMMISSION.
5)DEDICATE TO COLLIER COUNTY WATER-SEWER DISTRICT:
A) THAT ALL COUNTY UTILITY EASEMENTS (C.U.E.) FOR POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR
WASTEWATER SYSTEM(S) OR PORTION(S) THEREOF AND INGRESS AND EGRESS RIGHTS,WHERE APPROPRIATE , ARE
PROVIDED TO THE COLLIER COUNTY WATER-SEWER DISTRICT TO OPERATE AND MAINTAIN POTABLE WATER, NON-POTABLE
IRRIGATION WATER AND/OR WASTEWATER UTILITY SYSTEMS OR PORTION(S) THEREOF WITHIN THE PLATTED AREA AFTER
FINAL CONVEYANCE TO THE CCWSD AND, WHERE APPLICABLE, TO INSTALL THE CCWSD'S CONNECTING UTILITY FACILITIES
WITHIN SUCH EASEMENT(S), WITH NO 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
COLLIER COUNTY UTILITIES STANDARDS AND PROCEDURES ORDINANCE (2004-31), AS AMENDED, SHALL BE CONVEYED TO
THE BOARD AS THE EX-OFFICIO GOVERNING BOARD OF THE WATER-SEWER DISTRICT UPON ACCEPTANCE OF THE
ADDITIONS, EXTENSIONS AND/OR IMPROVEMENTS REQUIRED BY THE PLAT.
6)DEDICATE TO GREATER NAPLES FIRE RESCUE DISTRICT:
A) A NON-EXCLUSIVE EMERGENCY ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACTS "R-1"AND "R-2", WITH NO
RESPONSIBILITY FOR MAINTENANCE.
DEDICATION
WITNESS:
PRINT NAME:
WITNESS:
PRINT NAME:
WILLIAM BULLOCK
JACK G. MCKENNA, P.E.
SCOTT A. WHEELER (FOR THE FIRM-LB 6940)
PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA CERTIFICATE NO. 5949
BARRACO AND ASSOCIATES, INC.
2271 MCGREGOR BLVD., SUITE 100, FORT MYERS, FLORIDA 33901
FLORIDA CERTIFICATE OF AUTHORIZATION - LB-6940
MINTO SABAL BAY, LLC,
A FLORIDA LIMITED LIABILITY COMPANY
BY:
COLLIER COUNTY ENGINEER
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.A REPLAT OF TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 9”, AS RECORDED IN PLAT BOOK 63,PAGE 91, AND TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 10”, AS RECORDED IN PLATBOOK 62, PAGE 41, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
ISLES OF COLLIER PRESERVE PHASE 12 PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH12\23420P01.01.DWG - TUE. 5-29-2018 - 7:06 AM
COUNTY ENGINEER
THIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS ____ DAY OF ______________________, 2018 A.D.
SCOTT A. STONE
ASSISTANT COUNTY ATTORNEY
COUNTY ATTORNEY
THIS PLAT APPROVED FOR RECORDING IN A REGULAR OPEN MEETING BY THE BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA, THIS ____ DAY OF ______________________, 2018, A.D. PROVIDED THAT THE PLAT IS
FILED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF COLLIER COUNTY, FLORIDA.
DWIGHT E. BROCK
COUNTY COMMISSION APPROVAL
ATTEST:
BOARD OF COUNTY COMMISSIONERS
ANDY SOLIS, CHAIRMAN
COLLIER COUNTY, FLORIDA
THIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS ____ DAY OF ______________________, 2018 A.D.
MARCUS L. BERMAN, P.S.M. #5086
COLLIER COUNTY SURVEYOR
COUNTY SURVEYOR
I HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED BY ME AND THAT IT COMPLIES IN FORM WITH THE
REQUIREMENTS OF CHAPTER 177, PART I, FLORIDA STATUTES. I FURTHER CERTIFY THAT SAID PLAT WAS FILED FOR
RECORD AT _________ , THIS ______ DAY OF ______________________, 2018 A.D., AND DULY RECORDED IN
PLAT BOOK ____, PAGES ______ THROUGH ______, INCLUSIVE, OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA.
CLERK OF THE CIRCUIT COURT
FILING RECORD
DWIGHT E. BROCK
IN AND FOR COLLIER COUNTY, FLORIDA
GENERAL NOTES
1.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 WEST LINE OF THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 24, TO BEAR
N00°44'12"W.
3.ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4.DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR ISLES OF COLLIER PRESERVE
RECORDED IN OFFICIAL RECORDS BOOK 4970, PAGES 845 THROUGH 1105, AND SUPPLEMENTAL
DECLARATION RECORDED IN OFFICIAL RECORDS BOOK _______, PAGE _______.
5.THIS PROJECT IS WITHIN THE SABAL BAY PUD, COLLIER COUNTY ORD. 05-59, AS AMENDED.
COUNTY APPROVALS
IN WITNESS WHEREOF, THE UNDERSIGNED OWNER HAS CAUSED THESE PRESENTS TO BE
SIGNED THIS______ DAY OF________________, 2018, A.D.C.R.864VICE PRESIDENT
DESCRIPTION
Tract “F-1”, “Isles of Collier Preserve Phase 9”, recorded in Plat Book 63, Page 91 and Tract “F-1”,
“Isles of Collier Preserve Phase 10”, recorded in Plat Book 62, Page 41, all recorded in the Public
Record of Collier County, Florida.
16.A.7.b
Packet Pg. 567 Attachment: Plat Map (5885 : Final Plat - Isles of Collier Preserve Phase 12)
Sheet 3
W
A
Y
ANTIGUA
SW 1/4
NW 1/4
Township 50 South, Range 25 EastSection 25
24
2526
23
Township 50 South, Range 25 EastSection 24WAY
ANTIGUAPreserve Phase 7""Isles of Collier
(P.B. 60, PG. 49, C.C.R.)Sheet 4
Sheet 5 Sheet 6
8 6 1
862863864865866867868869870871872873874875876877878879880881882883884747 748 749 750 751 752 753
754 755
773
774
775
776
777778779780781782783860
BARTHÉLEMY
A V E N U E679680681682683684685686687689
735736737738739740741742743744745746Sheet 7
Sheet 9
Sheet 8
LOT 91
LOT 90
LOT 89
LOT 88
LOT 87
LOT 86
LOT 85
LOT 83
LOT 84
LOT 82
LOT 81
SW 1/4
U N P L A T T E D
Preserve Phase 2""Isles of Collier
(P.B. 56, PG. 80, C.C.R.)
"Isles of Collier Preserve Phase 2"(P.B. 56, PG. 80, C.C.R.)688"Isles of Collier Preserve Phase 10"(P.B. 62, PG. 41, C.C.R.)
reserve Phase 6"(P.B. 60, PG. 1, C.C.R.)
W AYANTIGUA"Isles of Collier Preserve Phase 11"(P.B. ##, PG. ##, C.C.R.)PLANACAYSDRIVE
reserve Phase 11"(P.B. ##, PG. ##, C.C.R.)
IN
DIE
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A
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N
U
ERODNEYBAYLANEMEGAN'SB
A
Y
DRIVE
M
E
G
A
N'S
BAY DRIVEU N IO N ISLANDWAYTRACT "R-2"
TRACT "L"
TRACT "L"
TRACT "L"
TRACT "L"
TRACT "O-1"
TRACT "O-2"8858868878888898908918928938948958968978988999009019 0 2
903
904
905
906
907
908
909
910
911
912
913
914
9 1 5
9 1 6
917918919920921
922
923
924
925
926
927
928
929
930
9 3 1
932933934
935
936
937
938
939
940
941
942
943
944 9459469479489499509
5
1
9
5
2
9
5
3
9
5
4
955
956
957
958
959
960
961
962
9
6
3
9
6
4
9659669679689699709719729739
7
4
9
7
5
9
7
6
977
978
979
980
981
982
983
984
9
8
5
9
8
6
9
8
7
9
8
8 9899909919929939949959969
97998
99
9
1000
1
0
0
1
1002100310041005100610071008TOTAL PLATTED
AREA = 83.49 Ac. +/-
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
A REPLAT OF TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 9”, AS RECORDED IN PLAT BOOK 63,PAGE 91, AND TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 10”, AS RECORDED IN PLATBOOK 62, PAGE 41, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
ISLES OF COLLIER PRESERVE PHASE 12
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH12\23420P01.02.DWG - TUE. 5-29-2018 - 7:07 AM
SHEET 2 OF 9
NOTES
1.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 WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 24
TO BEAR N00°44'12"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 6940
P.R.M.", UNLESS OTHERWISE NOTED.
5.= SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6.MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE 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 MAY
BE REQUIRED.
7.ǻ= DELTA
8.Ac.= ACRES
9.A.E. = ACCESS EASEMENT
10. (C)= CALCULATED
11. C/L= CENTER LINE
12. CB = CHORD BEARING
13. CD = CHORD DISTANCE
14. CH = CHORD BEARING AND DISTANCE
15. C.M. = CONCRETE MONUMENT
16. C.C.R. = COLLIER COUNTY RECORDS
17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
18. C.U.E. = COUNTY UTILITY EASEMENT
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.R.= IRON ROD
25. L= LENGTH
26. L.A.E.= LAKE ACCESS EASEMENT
27. L.B. = LICENSED BUSINESS
28. L.B.E. = LANDSCAPE BUFFER EASEMENT
29. L.M.E. = LAKE MAINTENANCE EASEMENT
30. L.S.E. = LIFT STATION EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER PLAT (ISLES OF COLLIER PRESERVE
PHASE 2, 6, 7, 8, 9, 10 OR 11)
35. P.B. = PLAT BOOK
36. P.C.= POINT OF CURVATURE
37. PG. = PAGE
38. PROP.= PROPERTY
39. P.T.= POINT OF TANGENCY
40. P.U.E. = PUBLIC UTILITY EASEMENT
41. R = RADIUS
42. SEC. = SECTION
43. S.F. = SQUARE FEET
0 100 200 400
SCALE IN FEET
1"=200'FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
9
7
5 6
8
4
3
KEY MAP
16.A.7.b
Packet Pg. 568 Attachment: Plat Map (5885 : Final Plat - Isles of Collier Preserve Phase 12)
Lot91Section23Section241349.42'(P.R.M.TOP.R.M.)Township 50 South, Range 25 EastSection 24SW 1/4
Lot90Lot89EASEMENT TO COMCAST OF THE SOUTH, INC.
(O.R. 5020, PG. 3828, C.C.R.)
(ALL OF ISLES OF COLLIER
PRESERVE PHASE 1, P.B. 54, PG. 3, C.C.R.)
(ONLY AFFECTS PORTION
OF THIS PLAT LYING IN SECTION 24)N00°44'12"W1535.78'Lot8850'C.U.E60.42'N60°38'11"WN29°21'49"E50.00'S60°38'11"E60.42'
CD=50.00'
CB=N29°21'49"E
ǻ=3°53'26" L=50.01'
10'P.U.E.
10'P.U.E.
10'P.U.E.186.36'(P.R.M.TOP.R.M.)82.5'
15'L.B.E.
15'L.B.E.N00°44'12"W1218.16'N03°03'24"E97.91'10'P.U.E.(P)23.5'(P)36.5'(P)(OPEN SPACE)(P)
TRACT "O-1"
(OPEN SPACE)(P)
TRACT "O-2"
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)
BarthélemyAvenue
AntiguaWayTRACT "O"
(OPEN SPACE & D.E.)(P)
TRACT "L-1"
(LAKE, L.M.E. & D.E.)(P)15'L.B.E.(P)
10'P.U.E.(P)
10'P.U.E.(P)
10'P.U.E.(P)AntiguaWayN89°15'48"E 248.33'CD=455.46'CB=S17°16'28"WL=463.05'ǻ=36°01'21"R=736.50'36.5'(P)23.5'(P)S00°44'12"E711.22'"Isles of CollierPreserve Phase 10"(P.B. 62, PG. 41, C.C.R.)
"Isles of CollierPreserve Phase 11"(P.B. ##, PG. ##, C.C.R.)
N=642042.15(Y)
E=404774.25(X)
N=642228.50(Y)
E=404771.85(X)
N=642231.69(Y)
E=405020.16(X)
N=641796.77(Y)
E=404884.91(X)
S89°15'48"W 107.50'433.14'(TRACT"F")1102.64'(TRACT"L")ǻ=3°58'37" L=51.12' (TIE)88.98'(TIE)
TRACT "F"
(FUTURE DEVELOPMENT)
66,048 S.F. (1.52 Ac.)
TRACT "L"
1,593,343 S.F. (36.58 Ac.)
(LAKE, L.M.E. & D.E.)
SHEET 3 OF 9
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
A REPLAT OF TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 9”, AS RECORDED IN PLAT BOOK 63,PAGE 91, AND TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 10”, AS RECORDED IN PLATBOOK 62, PAGE 41, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
ISLES OF COLLIER PRESERVE PHASE 12
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH12\23420P01.03-09.DWG - TUE. 5-29-2018 - 7:10 AM
N
9
7
5 6
8
4
3
NOTES
1.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 WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 24
TO BEAR N00°44'12"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 6940
P.R.M.", UNLESS OTHERWISE NOTED.
5.= SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6.MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE 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 MAY
BE REQUIRED.
7.ǻ= DELTA
8.Ac.= ACRES
9.A.E. = ACCESS EASEMENT
10.(C)= CALCULATED
11.C/L= CENTER LINE
12.CB = CHORD BEARING
13.CD = CHORD DISTANCE
14.CH = CHORD BEARING AND DISTANCE
15.C.M. = CONCRETE MONUMENT
16.C.C.R. = COLLIER COUNTY RECORDS
17.C.C.R. # = CERTIFIED CORNER RECORD NUMBER
18. C.U.E. = COUNTY UTILITY EASEMENT
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.R.= IRON ROD
25. L= LENGTH
26. L.A.E.= LAKE ACCESS EASEMENT
27. L.B. = LICENSED BUSINESS
28. L.B.E. = LANDSCAPE BUFFER EASEMENT
29. L.M.E. = LAKE MAINTENANCE EASEMENT
30. L.S.E. = LIFT STATION EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER PLAT (ISLES OF COLLIER PRESERVE
PHASE 2, 6, 7, 8, 9, 10 OR 11)
35. P.B. = PLAT BOOK
36. P.C.= POINT OF CURVATURE
37. PG. = PAGE
38. PROP.= PROPERTY
39. P.T.= POINT OF TANGENCY
40. P.U.E. = PUBLIC UTILITY EASEMENT
41. R = RADIUS
42. SEC. = SECTION
43. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
Match Line See Sheet 4 of 9
16.A.7.b
Packet Pg. 569 Attachment: Plat Map (5885 : Final Plat - Isles of Collier Preserve Phase 12)
Lot87SOUTHWEST COR. SEC. 24 (C.C.R. #22075)
FD. 4"x 4" C.M. (TOP BROKEN)
26 25
23 241349.42'(P.R.M.TOP.R.M.)N=640692.83(Y)
E=404791.60(X)Lot86Township 50 South, Range 25 EastSection 24SW 1/4
Section23Section24Lot88EASEMENT TO COMCAST OF THE SOUTH, INC.
(O.R. 5020, PG. 3828, C.C.R.)
(ALL OF ISLES OF COLLIER
PRESERVE PHASE 1, P.B. 54, PG. 3, C.C.R.)
(ONLY AFFECTS PORTION
OF THIS PLAT LYING IN SECTION 24)N00°19'19"E2587.57'N00°44'12"W1535.78'Lot86NW 1/4N00°19'19"E2688.11'(1/4SEC.COR.TOSEC.COR.)1344.05'(P.R.M.TOP.R.M.)10'P.U.E.
1 0 'P .U .E .82.5'
88.9'
88.9'
15'L.B.E.
15'L.B.E.
15'L.B.E.
15'L.B.E.
R=450.10'L=39.28'ǻ=5°00'00"
CB=N03°14'12"W
CD=39.27'
R=549.90'
L=47.99'ǻ=5°00'00"
CB=N03°14'12"W
CD=47.97'
N00°44'12"W 103.93'N00°19'19"E2578.39'N00°44'12"W1218.16'N05°44'12"W29.77'AT BISECTOR,
NOT ON
SECTION LINEAntigua Way
Way
Antigua
10'P.U.E.(P)33.5'(P)Lot861Lo
t
8
6
2
L
ot
863
Lot864
Lot865
Lot866
Lot867
Lot868
Lot869
Lot870
Lot872
Lot873
Lot874
Lot875
Lot876
Lot877
Lot871
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)S00°44'12"E711.22'R=536.50'ǻ=65°26'37"
L
=
6
1
2
.
7
9'
C
B
=
S
33°27'31"E
CD=580.02'
S66°10'49"E
503.91'
CD=568.58'
CB=S54°58'45"E
L=572.22'
ǻ=22°24'08"
R=1463.50'
"Isles of CollierPreserve Phase 10"(P.B. 62, PG. 41, C.C.R.)10'P.U.E.(P)10'P.U.E.(P)10'P.U.E.(P)1 0 'P .U .E .(P )
N=641085.60(Y)
E=404894.06(X)
N=640601.70(Y)
E=405213.84(X)
N=640398.18(Y)
E=405674.84(X)S13°10'32"W272.21'25'25'S13°10'32"W180.56'N13°10'32"ER=65.00'L=311.20'ǻ=274°18'46"CB=S76°49'28"ECD=88.40'R=60.00'L=49.38'ǻ=47°09'23"CB=N10°24'09"WCD=48.00'R=60.00'L=49.38'ǻ=47°09'23"CB=S36°45'14"WCD=48.00'180.56'R=223.00'L=147.88'ǻ=37°59'46"
CB=N26°12'06"ECD=145.19'
R=145.00'
L=81.04'
ǻ=32°01'26"
CB=N29°11'16"E
CD=79.99'1102.64'(TRACT"L")65.62'N13°10'32"EN65°51'00"W
480.93'S02°43'18"W480.40'N76°49'28"W
S76°49'28"E
160.43'
S76°49'28"E
172.46'
S76°49'28"E
184.49'
S76°49'28"E
173.59'
S76°49'28"E
169.90'
N76°49'28"W
167.11'
N76°49'28"W
145.04'
N76°49'28"W 142.00'35.10'65.20'66.30'65.20'66.30'15.05'
ǻ=3°56'54"L=4.48'CH=N32°00'24"W4.48'63.25'ǻ=59°00'28"L=66.94'
CH=N00°31'43"W64.02'63.25'ǻ=85°10'29"L=96.63'
CH=N71°33'46"E87.97'
267.62'98.70'ǻ=115°00'38"L=130.48'
CH=S08°20'41"E109.65'
213.32'
ǻ=11°10'17"L=12.67'
CH=S54°44'47"W12.65'
8.74'
ǻ=5°16'05"L=20.50'
CH=N42°33'56"E20.50'65.20'65.20'41.41'CD=61.43'CB=N15°07'13"Eǻ=15°50'01"L=61.63'
CD=65.52'CB=N31°29'03"Eǻ=16°53'40"L=65.75'
CD=51.02'CB=N35°04'01"Eǻ=20°15'56"L=51.29'
CD=29.70'CB=N19°03'17"Eǻ=11°45'30"L=29.76'15'D.E.15'D.E.7.5'7.5'7.5'7.5'1'L.M.E.
S24°09'00"W 56.32'ǻ=77°18'10"L=87.70'(TIE)11.01'(TIE)
20'C.U.E10'P.U.E.1 0 'P .U .E .10'
P.U.E.
LOT 907
LOT 908
LOT 909
LOT 910
LOT 911
LOT 912
10,852 S.F.
11,636 S.F.
11,506 S.F.
10,318 S.F.
15,176 S.F.
12,755 S.F.
TRACT "L"
1,593,343 S.F. (36.58 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "L"
1,593,343 S.F. (36.58 Ac.)
(LAKE, L.M.E. & D.E.)Megan'sBayDrive11,092 S.F.
10,263 S.F.
9,288 S.F.
LOT 904
LOT 905
LOT 906
174.12'35.65'29.97'(N/R)
(N/R)
(N/R)10'P.U.E.LOT 913
LOT 903
SHEET 4 OF 9
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
A REPLAT OF TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 9”, AS RECORDED IN PLAT BOOK 63,PAGE 91, AND TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 10”, AS RECORDED IN PLATBOOK 62, PAGE 41, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
ISLES OF COLLIER PRESERVE PHASE 12
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH12\23420P01.03-09.DWG - TUE. 5-29-2018 - 7:10 AM
N
9
7
5 6
8
4
3
NOTES
1.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 WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 24
TO BEAR N00°44'12"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 6940
P.R.M.", UNLESS OTHERWISE NOTED.
5.= SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6.MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE 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 MAY
BE REQUIRED.
7.ǻ= DELTA
8.Ac.= ACRES
9.A.E. = ACCESS EASEMENT
10.(C)= CALCULATED
11.C/L= CENTER LINE
12.CB = CHORD BEARING
13.CD = CHORD DISTANCE
14.CH = CHORD BEARING AND DISTANCE
15.C.M. = CONCRETE MONUMENT
16.C.C.R. = COLLIER COUNTY RECORDS
17.C.C.R. # = CERTIFIED CORNER RECORD NUMBER
18. C.U.E. = COUNTY UTILITY EASEMENT
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.R.= IRON ROD
25. L= LENGTH
26. L.A.E.= LAKE ACCESS EASEMENT
27. L.B. = LICENSED BUSINESS
28. L.B.E. = LANDSCAPE BUFFER EASEMENT
29. L.M.E. = LAKE MAINTENANCE EASEMENT
30. L.S.E. = LIFT STATION EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER PLAT (ISLES OF COLLIER PRESERVE
PHASE 2, 6, 7, 8, 9, 10 OR 11)
35. P.B. = PLAT BOOK
36. P.C.= POINT OF CURVATURE
37. PG. = PAGE
38. PROP.= PROPERTY
39. P.T.= POINT OF TANGENCY
40. P.U.E. = PUBLIC UTILITY EASEMENT
41. R = RADIUS
42. SEC. = SECTION
43. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
Match Line See Sheet 3 of 9
Match Line See Sheet 5 of 9
16.A.7.b
Packet Pg. 570 Attachment: Plat Map (5885 : Final Plat - Isles of Collier Preserve Phase 12)
Lot85Township 50 South, Range 25 EastSection 25NW 1/4
1344.05'(P.R.M.TOP.R.M.)Lot84N00°19'19"E2688.11'(1/4SEC.COR.TOSEC.COR.)Lot83N00°19'19"E2587.57'88.9'
88.9'
15'L.B.E.
15'L.B.E.N00°19'19"E2578.39'Lot876
Lot877
Lot878
R=1463.50'L=572.22'ǻ=22°24'08"
CB=S54°58'45"E
CD=568.58'10'P.U.E.(P)198.58'
162.40'S13°10'32"WR=300.00'ǻ=87°17'15"L=457.04'
C
B=S30°28'05"E
CD=414.10'
S74°06'42"E
360.98'
R=800.00'N15°53'18"E288.34'R=800.00'25'25'25'25'25'25'25'25'
S74°06'42"ER=275.00'ǻ=87°17'15"L=418.95'
C
B=S30°28'05"E
CD=379.59'S13°10'32"WN13°10'32"ER=325.00'ǻ=87°17'15"L=495.12'
C
B=N30°28'05"W
CD=448.61'
N74°06'42"W
112.40'N15°53'18"ES15°53'18"W238.34'N74°06'42"W
148.58'
R=825.00'
R=775.00'R=25.00'ǻ=90°00'00"L=39.27'CH=S60°53'18"W35.36'R=25.00'ǻ=90°00'00"L=39.27'
CH=N29°06'42"W35.36'
360.98'238.34'R=775.00'R=825.00'R=65.00'L=105.93'ǻ=93°22'22"
CB=N62°34'29"ECD=94.59'N15°53'18"E55.35'S15°53'18"W65.31'R=60.00'
L=86.87'
ǻ=82°57'30"
CB=S25°35'27"E
CD=79.48'
N 6 6 °4 1 '0 0 "E 4 .0 0 'R=471.00'
L=214.05'
ǻ=26°02'18"
CB=S10°17'51"E
CD=212.21'S02°43'18"W480.40'R=145.00'
L=220.90'
ǻ=87°17'15"
CB=N30°28'05"W
CD=200.15'
R=967.00'
N74°06'42"W
349.53'65.62'N13°10'32"ER=
4
6
7
.
0
0
'
ǻ
=
4
3
°
4
5'1
2"
L=356.62'
CB=S45°11'36"E
CD=348.02'
R=633.00'
R=967.00'
R=633.00'N25°57'00"E142.00'N20°07'00"E142.00'N17°40'00"W185.59'
N74°06'42"W
155.80'
N74°06'42"W
142.00'
N71°55'00"W
142.00'
S72°14'00"E
142.00'
S74°06'42"E
142.00'
N 7 1 °1 2 '0 0 "E
1 8 5 .7 7 'N23°11'00"E142.00'N33°48'00"E142.00'N44°56'00"E142.00'N 56°04'00"E142.00'N 6 6 °4 1 '0 0 "E
1 4 6 .0 0 'N 7 7 °1 8 '0 0 "E 1 4 6 .0 0 'N 8 7 °55'0 0"E 146.0 0 '
S81°28'00"E 148.43'
S76°49'28"E
160.43'
N76°49'28"W 142.00'
N85°16'00"W 143.87'
S 6 9 °3 1 '0 0 "W
1 4 6 .3 6 'S43°05'00"W145.98'S16°39'00"W142.59'S15°53'18"W142.00'S15°53'18"W142.00'S15°53'18"W142.00'S15°53'18"W142.00'S15°53'18"W142.00'S16°36'00"W142.00'S20°52'00"W142.00'S25°20'30"W142.00'ǻ=25°13'00" L=121.03'
CH=S07°52'30"E 120.06'
ǻ=4°13'42"L=57.19'
CH=N71°59'51"W57.18'
106.34'ǻ=38°15'06"L=43.40'CH=S89°51'54"E42.59'ǻ=0°51'21"L=9.45'CH=S70°18'40"E9.45'42.25'142.94'ǻ=17°05'15"L=19.39'
CH=N62°27'56"E19.31'62.20'22.15'ǻ=38°02'01"L=43.15'
CH=N34°54'18"E42.36'33.20'33.20'46.69'46.69'158.62'ǻ =3 4 °4 1 '1 8 "L =3 6 .3 3 'C H =S 0 1 °2 7 '2 1 "E 3 5 .7 7 '18.62'33.02'ǻ=7°17'42"L=41.38'CH=S70°27'51"E41.35'ǻ =0 °1 5 '1 2 "L =2 .0 7 'C H =S 6 6 °5 6 '3 6 "E 2 .0 7 'ǻ =4 8 °1 6 '1 2 "L =5 0 .5 5 'C H =S 4 2 °5 6 '0 6 "E 4 9 .0 7 'ǻ =1 0 °3 7 '0 0 "L =6 0 .2 2 'C H =N 1 8 °0 0 '3 0 "W 6 0 .1 4 'ǻ =1 0 °3 7 '0 0 "L =8 7 .2 7 'C H =S 1 8 °0 0 '3 0 "E 8 7 .1 5 'ǻ=1 0 °37'0 0 "L =60.22'
C H=N07°2 3 '30"W 60.14'
ǻ =1 0 °3 7 '0 0 "L =8 7 .2 7 'C H =S 0 7 °2 3 '3 0 "E 8 7 .1 5 'ǻ=10°37'00" L=60.22'
CH=N03°13'30"E 60.14'47.94'ǻ=4 °48'1 8 "L =39.50'
CH =S 0 0 °19'0 9 "W 39.49'35.10'74.66'41.41'ǻ=8°26'32"L=40.52'CH=S08°57'16"W40.48'ǻ=12°13'20"L=30.93'CH=N07°03'52"E 30.87'
ǻ=22°34'22" L=57.13'
CH=N10°19'59"W 56.76'
ǻ=26°26'00" L=126.87'
CH=S33°42'00"E 125.75'
ǻ=23°26'29" L=59.32'
CH=N33°20'25"W 58.91'
60.35'
48.91'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
51.83'
51.83'
CD=59.86'CB=N56°58'25"W
ǻ=23°49'32" L=60.30'
CD=125.75'
CB=S60°08'00"E
ǻ=26°26'00" L=126.87'CD=13.22'CB=N71°29'57"Wǻ=5°13'31"L=13.22'CD=3.66'CB=S73°43'51"Eǻ=0°45'42"L=3.66'
ǻ=4°38'32"L=26.33'
CH=N10°51'16"E26.33'
C
D
=
6
0
.
1
4'
C
B
=
N
2
8
°
3
7'3
0
"Wǻ
=
1
0
°
3
7'0
0
"
L
=
6
0
.
2
2'
C
D
=90.60'
C
B
=
S
39°30'00"E
ǻ
=11°08'00"
L=90.74'
CD=90.60'
CB=S50°38'00"E
ǻ=11°08'00"
L=90.74'
CD=86.41'
CB=S61°30'30"E
ǻ=10°37'00"
L=86.53'
CD=63.05'
CB=N50°38'00"Wǻ=11°08'00"L=63.15'
CD=63.05'
CB=N39°30'00"W
ǻ=11°08'00"
L=63.15'
CD=60.14'
CB=N61°30'30"W
ǻ=10°37'00"
L=60.22'L=20.75'ǻ=1°52'42"CB=S16°49'39"WCD=20.75'L=25.41'ǻ=1°52'42"CB=N16°49'39"ECD=25.41'ǻ=2°11'42"
L=37.05'
CB=N16°59'09"E
CD=37.04'
ǻ=2°11'42"L=31.61'
CB=S16°59'09"WCD=31.60'
CD=12.01'CB=N73°45'21"Wǻ=0°42'42"L=12.01'
CD=10.25'CB=S73°45'21"Eǻ=0°42'42"L=10.25'ǻ=4°16'00"L=72.01'CB=N71°16'00"WCD=71.99'ǻ=4°28'30"L=75.53'CB=N66°53'45"WCD=75.51'ǻ=4°16'00"L=61.44'CB=S71°16'00"ECD=61.42'ǻ=4°28'30"L=64.44'CB=S66°53'45"ECD=64.42'ǻ=5°50'00"L=78.90'CB=N66°58'00"WCD=78.87'ǻ=5°50'00"L=64.45'CB=S66°58'00"ECD=64.42'15'D.E.
15'
D.E.5'D.E.20'D.E.&L.A.E.15'D.E.
15'D.E.
7.5'
7.5'
7.5'
7.5'0'10'7.5'7.5'7.5'
7.5'
7.5
7.5'1'L.M .E.1'L.M.E.1'L.M.E.1'L.M.E.
1'L.M.E.
10'P.U.E.
1 0 'P .U .E .10'P.U.E.10'P.U.E.10'P.U.E.
10'P.U.E.10'P.U.E.10'P.U.E.LOT 913
LOT 914
LOT 915
LOT 916
10,767 S.F.
10,767 S.F.
10,806 S.F.
10,415 S.F.
TRACT "L"
1,593,343 S.F. (36.58 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "L"
1,593,343 S.F. (36.58 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "L"
1,593,343 S.F. (36.58 Ac.)
(LAKE, L.M.E. & D.E.)Megan'sBay
Drive
RodneyBayLane10,178 S.F.
16,009 S.F.20,351 S.F.
9,008 S.F.
9,589 S.F.
9,908 S.F.
15,705 S.F.
22,060 S.F.
10,420 S.F.
10,927 S.F.
10,927 S.F.
10,420 S.F.
10,174 S.F.
12,942 S.F.
13,632 S.F.
13,517 S.F.
8,958 S.F.
8,832 S.F.
8,832 S.F.
8,832 S.F.
8,832 S.F.
8,940 S.F.
9,475 S.F.
9,937 S.F.
LOT 892
LOT 893
LOT 894
LOT 895
LOT 896
LOT 897
LOT 898
LOT 899
LOT 900
LOT 901
LOT 902
LOT 903
LOT 917
LOT 918
LOT 919
LOT 920
LOT 921
LOT 922
LOT 923
LOT 942
LOT 943
LOT 944 LOT 945
LOT 94635.65'29.97'C
D
=
8
6
.
4
1'
C
B
=
S
2
8
°
3
7'3
0
"
E
ǻ
=
1
0
°
3
7'0
0
"
L
=
8
6
.
5
3'
1 4 2 .0 0 '1 'L .M .E .10'P.U.E.LOT 912
LOT 891
LOT 904
LOT 924
LOT 941
LOT 947
SHEET 5 OF 9
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
A REPLAT OF TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 9”, AS RECORDED IN PLAT BOOK 63,PAGE 91, AND TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 10”, AS RECORDED IN PLATBOOK 62, PAGE 41, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
ISLES OF COLLIER PRESERVE PHASE 12
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH12\23420P01.03-09.DWG - TUE. 5-29-2018 - 7:11 AM
N
9
7
5 6
8
4
3
NOTES
1.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 WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 24
TO BEAR N00°44'12"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 6940
P.R.M.", UNLESS OTHERWISE NOTED.
5.= SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6.MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE 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 MAY
BE REQUIRED.
7.ǻ= DELTA
8.Ac.= ACRES
9.A.E. = ACCESS EASEMENT
10.(C)= CALCULATED
11.C/L= CENTER LINE
12.CB = CHORD BEARING
13.CD = CHORD DISTANCE
14.CH = CHORD BEARING AND DISTANCE
15.C.M. = CONCRETE MONUMENT
16.C.C.R. = COLLIER COUNTY RECORDS
17.C.C.R. # = CERTIFIED CORNER RECORD NUMBER
18. C.U.E. = COUNTY UTILITY EASEMENT
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.R.= IRON ROD
25. L= LENGTH
26. L.A.E.= LAKE ACCESS EASEMENT
27. L.B. = LICENSED BUSINESS
28. L.B.E. = LANDSCAPE BUFFER EASEMENT
29. L.M.E. = LAKE MAINTENANCE EASEMENT
30. L.S.E. = LIFT STATION EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER PLAT (ISLES OF COLLIER PRESERVE
PHASE 2, 6, 7, 8, 9, 10 OR 11)
35. P.B. = PLAT BOOK
36. P.C.= POINT OF CURVATURE
37. PG. = PAGE
38. PROP.= PROPERTY
39. P.T.= POINT OF TANGENCY
40. P.U.E. = PUBLIC UTILITY EASEMENT
41. R = RADIUS
42. SEC. = SECTION
43. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
Match Line See Sheet 4 of 9
MatchLineSeeSheet6of9Match Line See Sheet 7 of 9
16.A.7.b
Packet Pg. 571 Attachment: Plat Map (5885 : Final Plat - Isles of Collier Preserve Phase 12)
Township 50 South, Range 25 EastSection 25NW 1/4
(P.B. 56, PG. 80, C.C.R.)
"Isles of CollierPreserve Phase 2"
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)AntiguaWay18.5'(P)41.5'(P)60'(P)
10'
P.U.E.(P)
10'
P.U.E.(P)
5'(P)
W
ay
A
ntig
u
a
10'L.M.E.(P)
Lot879
Lot880
Lot881
Lot882
Lot883
Lot884
TRACT "L-1"
(LAKE, L.M.E. & D.E.)(P)51.5'(P)28.5'(P)TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)
"Isles of Collier
(P.B. 63, PG. 91, C.C.R.)Preserve Phase 9"
50'C.U.E.(P)R=5025.00'ǻ=1°14'03"L=108.25'CH=S46°50'21"W108.25'S46°13'19"W133.80'S
43°46'41"E
60.00'
S46°13'19"W 15.00'
R=15.00' ǻ=90°00'00" L=23.56'
CH=S01°13'19"W 21.21'
S46°13'19"W 10.00'
R
=1463.50'
ǻ
=
22°24'08"
L
=
572.22'
C
H
=
S
54°58'45"
E
568.58'S
43°46'41"
E
416.45'
S
4
1°4
8'1
8"
E
2
5
2.6
3'
R=60.00'L=94.17'
ǻ=89°55'35"
CB=N86°46'13"W
CD=84.80'S48°16'00"W255.73'10'P.U.E.(P)10'P.U.E.(P)1
0'
P.U.E.(P)10'P.U.E.(P)10'P.U.E.(P)N
=
640071.88(Y)
E
=
406140.48(X)
N
=
63977
1.19(Y)
E
=
406428.61(X)
N
=639689.37(Y)
E
=406451.62(X)
N=639334.43(Y)
E=406444.45(X)N46°13'19"E133.80'94.97'25.00'
25.00'488.45'1
8
7.0
4'
2
5
6.0
9'
C
D
=
445.13'
CB=S57°57'30"E
L=451.09'
ǻ=32°18'24"
R=800.00'
S
4
1°
4
8'1
8"E
4
4
3.1
3'R=5000.00'ǻ=2°02'40"L=178.42'CB=N47°14'39"ECD=178.41'N48°16'00"E583.42'25'25'2
5'
2
5'25'25'2
5'
2
5'25'25'N46°13'19"ER=4975.00'ǻ=2°02'40"L=177.53'CB=N47°14'39"ECD=177.52'S
4
1°4
8'1
8"E
N
4
1
°4
8'1
8"
W
1
3
6.9
8'N48°16'00"ES48°16'00"W438.51'N
4
1
°4
8'1
8"
W
2
0
6.1
5'
S
4
1°4
8'1
8"E R=5025.00'ǻ=2°02'40"L=179.31'CB=S47°14'39"WCD=179.30'S46°13'19"W133.80'N73°46'41"W 6.33'
N43°46'41"W 42.55'
N13°46'41"W 6.33'
53.52'133.80'N48°16'00"E45.03'S48°16'00"W44.91'R=25.00'ǻ=89°55'42"L=39.24'CH=S86°46'09"E35.33'R=25.00'ǻ=90°04'18"L=39.30'CH=S03°13'51"W35.38'R=25.00'ǻ=89°55'42"L=39.24'CH=N86°46'09"W35.33'R=25.00'ǻ=90°04'18"L=39.30'CH=N03°13'51"E35.38'2
0
6.0
2'438.39'1
3
7.1
0'
C
D
=459.05'
CB=S57°57'30"E
L=465.18'
ǻ=32°18'24"
R=825.00'
C
D
=
431.22'
CB=N57°57'30"W
L=436.99'
ǻ=32°18'24"
R=775.00'
S48°16'00"W 254.44'
R=65.00'L=107.25'ǻ=94°32'23"
CB=S00°59'48"W
CD=95.49'
3
1.8
1'
75.91'
287.02'
6
1.0
8'ǻ=0°48'37"L=71.06'CH=S47°51'41"W71.06'3
5.7
2'
10.00'N48°11'42"E142.00'N
4
1
°4
8'1
8"
W
1
0
5.3
0'
C
D
=538.06'
CB=N57°57'30"W
L=545.25'
ǻ=32°18'24"
R=967.00'
C
D=268.25'
CB=S58°30'22"E
L=270.30'
ǻ=24°27'57"
R=633.00'S48°11'42"W141.00'S48°11'42"W141.00'S48°11'42"W141.00'N48°11'42"E153.23'N
4
1°4
4'0
0"
W
1
7
2.3
6'
N
4
1°4
4'0
0"
W
1
4
1.0
0'
S
4
1°4
4'0
0"E
1
4
1.0
0'
N89°14'52"E 211.43'N42°55'00"E142.00'N37°21'00"E142.00'N31°47'00"E142.00'N25°57'00"E142.00'25°20'30"W142.00'S29°49'00"W142.00'S34°05'00"W142.00'S38°21'00"W142.00'S42°37'00"W142.00'S46°53'00"W142.00'S48°11'42"W142.00'7
6.2
0'
7
6.2
0'
7
6.2
0'
7
6.2
0'17.913
9.1
5'
5
4.8
9'ǻ=24°06'26"L=25.24'CH=N53°51'38"W25.06'1
5
1.2
6'130.06'ǻ
=
4°1
9'5
9"
L
=
4.5
4'
C
H
=
N
6
8
°0
4'5
1"
W
4.5
4'76.20'23.48'ǻ
=
6
1°
2
9'1
0"
L
=
6
4.3
9'
C
H
=
S
7
9°0
0'3
5"
W
6
1.3
4'194.29'ǻ=49°23'07" L=56.03'
CH=S23°34'26"W 54.31'10.34'ǻ
=
5°1
6'4
2"
L
=
7
1.4
0'
C
H
=
N
4
4°
2
6'3
9"
W
7
1.3
7'ǻ=0°48'36"L=8.95'CH=S46°40'42"E8.95'ǻ=45°09'17" L=51.23'
CH=S23°41'46"E 49.91'
4
3.1
0'
4
3.1
0'
6
2.2
0'
6
2.2
0'C
D
=
1
8.8
9'
C
B
=
S
4
2°2
7'3
9"E
ǻ
=
1°1
8'4
2"
L
=
1
8.8
9'CD=22.14'CB=N42°27'39"Wǻ=1°18'42"L=22.14'ǻ=4°28'30"L=75.53'CB=N62°25'15"WCD=75.51'ǻ=4°16'00"L=72.01'CB=N58°03'00"WCD=71.99'ǻ=4°16'00"L=72.01'CB=N53°47'00"WCD=71.99'ǻ=4°16'00"L=72.01'CB=N49°31'00"WCD=71.99'ǻ=4°16'00"L=72.01'CB=N45°15'00"WCD=71.99'ǻ=4°28'30"L=64.44'CB=S62°25'15"ECD=64.42'ǻ=4°16'00"L=61.44'CB=S58°03'00"ECD=61.42'ǻ=4°16'00"L=61.44'CB=S53°47'00"ECD=61.42'ǻ=4°16'00"L=61.44'CB=S49°31'00"ECD=61.42'ǻ=4°16'00"L=61.44'CB=S45°15'00"ECD=61.42'ǻ=5°50'00"L=64.45'CB=S61°08'00"ECD=64.42'ǻ=5°50'00"L=78.90'CB=N61°08'00"WCD=78.87'ǻ=5°34'00"L=75.30'CB=N55°26'00"WCD=75.27'ǻ=5°34'00"L=61.50'CB=S55°26'00"ECD=61.48'ǻ=5°34'00"L=61.50'CB=S49°52'00"ECD=61.48'ǻ=5°34'00"L=75.30'CB=N49°52'00"WCD=75.27'15'D.E.
15'D.E.
7.5'
7.5'
7.5'
7.5'1'L.M.E.1'L.M.E.1'L.M.E.1'L.M.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'
P.U.E.
1
0'
P.U.E.
1
0'
P.U.E.10'P.U.E.10'P.U.E.LOT 988
LOT 989
LOT 1007
LOT 1008
10,744 S.F.
10,744 S.F.
27,217 S.F.
11,221 S.F.
TRACT "L"
1,593,343 S.F. (36.58 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "L"
1,593,343 S.F. (36.58 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "R-2"
(PRIVATE ROAD R/W,
D.E., A.E., C.U.E. & P.U.E.)
152 S.F.
Megan's
Bay
D
riv
e
UnionIslandWayM
e
g
a
n's
B
a
y
D
riv
e
In
dies
Avenue
23,684 S.F.
20,273 S.F.
9,713 S.F.
9,713 S.F.
10,178 S.F.
9,937 S.F.
9,475 S.F.
9,475 S.F.
9,475 S.F.
9,475 S.F.
8,832 S.F.
LOT 885
LOT 887
LOT 888
LOT 889
LOT 890
LOT 891
LOT 947
LOT 948
LOT 949
LOT 950
LOT 951 10'P.U.E.9,033 S.F.
LOT 886
LOT 952
LOT 987
LOT 990
LOT 1006
LOT 892
LOT 946
SHEET 6 OF 9
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
A REPLAT OF TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 9”, AS RECORDED IN PLAT BOOK 63,PAGE 91, AND TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 10”, AS RECORDED IN PLATBOOK 62, PAGE 41, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
ISLES OF COLLIER PRESERVE PHASE 12
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH12\23420P01.03-09.DWG - TUE. 5-29-2018 - 7:11 AM
NOTES
1.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 WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 24
TO BEAR N00°44'12"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 6940
P.R.M.", UNLESS OTHERWISE NOTED.
5.= SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6.MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE 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 MAY
BE REQUIRED.
7.ǻ= DELTA
8.Ac.= ACRES
9.A.E. = ACCESS EASEMENT
10. (C)= CALCULATED
11. C/L= CENTER LINE
12. CB = CHORD BEARING
13. CD = CHORD DISTANCE
14. CH = CHORD BEARING AND DISTANCE
15. C.M. = CONCRETE MONUMENT
16. C.C.R. = COLLIER COUNTY RECORDS
17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
18. C.U.E. = COUNTY UTILITY EASEMENT
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.R.= IRON ROD
25. L= LENGTH
26. L.A.E.= LAKE ACCESS EASEMENT
27. L.B. = LICENSED BUSINESS
28. L.B.E. = LANDSCAPE BUFFER EASEMENT
29. L.M.E. = LAKE MAINTENANCE EASEMENT
30. L.S.E. = LIFT STATION EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER PLAT (ISLES OF COLLIER PRESERVE
PHASE 2, 6, 7, 8, 9, 10 OR 11)
35. P.B. = PLAT BOOK
36. P.C.= POINT OF CURVATURE
37. PG. = PAGE
38. PROP.= PROPERTY
39. P.T.= POINT OF TANGENCY
40. P.U.E. = PUBLIC UTILITY EASEMENT
41. R = RADIUS
42. SEC. = SECTION
43. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
9
7
5 6
8
4
3MatchLineSeeSheet5of9
M
atc
h
Lin
e
S
e
e
S
h
e
et
7
of
9 MatchLineSeeSheet8of916.A.7.b
Packet Pg. 572 Attachment: Plat Map (5885 : Final Plat - Isles of Collier Preserve Phase 12)
Township 50 South, Range 25 EastSection 25NW 1/4
1243.51'(P.R.M.TOP.R.M.)Lot83Lot82N00°19'19"E2688.11'(1/4SEC.COR.TOSEC.COR.)N00°19'19"E2587.57'1344.05'(P.R.M.TOP.R.M.)88.9'
88.9'
15'L.B.E.
15'L.B.E.N00°19'19"E2578.39'TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)"Isles of Collier
(P.B. 63, PG. 91, C.C.R.)Preserve Phase 9"
S24°18'52"W 336.88'
R=434.00' ǻ=23°57'08" L=181.43'
CH=S36°17'26"W 180.11'S48°16'00"W255.73N=639348.78(Y)
E=404784.04(X)R=800.00'ǻ=18°35'38"L=259.62'CB=N25°11'07"ECD=258.48'N34°28'56"E235.64'488.45'N48°16'00"E583.42'CD=249.00'CB=N36°17'26"EL=250.83'ǻ=23°57'08"R=600.00'N24°18'52"E189.51'25'
25'
2
5'
2
5'
25'
25'R=775.00'ǻ=18°35'38"L=251.51'CB=N25°11'07"ECD=250.40'N34°28'56"ES34°28'56"W131.72'R=825.00'ǻ=18°35'38"L=267.73'CB=S25°11'07"WCD=266.56'N24°18'52"ES24°18'52"W189.51'N48°16'00"ES48°16'00"W438.51'438.39'CD=238.63'CB=S36°17'26"WL=240.38'ǻ=23°57'08"R=575.00'CD=259.38'CB=N36°17'26"EL=261.28'ǻ=23°57'08"R=625.00'189.51'R=65.00'L=299.73'ǻ=264°12'25"CB=N55°31'04"WCD=96.45'R=90.00'L=66.14'ǻ=42°06'12"CB=N55°32'02"ECD=64.66'R=90.00'L=66.14'ǻ=42°06'12"CB=S13°25'50"WCD=64.66'131.72'R=65.00'
L=107.25'
ǻ=94°32'23"
CB=S00°59'48"W
CD=95.49'
R=65.00'
L=105.93'
ǻ=93°22'22"
CB=N62°34'29"E
CD=94.59'N15°53'18"E55.35'N34°28'56"E 26.64'
R=195.00'
L=102.10'
ǻ=29°59'59"
CB=N19°28'57"E
CD=100.94'
R=145.00'
L=66.59'
ǻ=26°18'41"
CB=S52°46'16"W
CD=66.00'R=633.00'ǻ=23°43'38"L=262.14'CB=S27°45'07"WCD=260.27'CD=383.41'CB=S54°47'43"EL=939.72'
ǻ =2 4 1 °2 6 '3 9 "R=223.00'R=967.00'ǻ=18°35'38"L=313.82'CB=N25°11'07"ECD=312.44'R=967.00'C
D=268.25'
CB=S58°30'22"E
L=270.30'
ǻ=24°27'57"
R=633.00'S48°16'00"W254.44'CD=317.90'CB=S36°17'26"WL=320.22'ǻ=23°57'08"R=766.00'S24°18'52"W189.51'N
4
1°4
4'0
0"
W
1
4
1.0
0'N
4
1
°4
4'0
0"
W
1
4
1.0
0'N
4
1
°4
4'0
0"
W
1
4
1.0
0'
N
4
2°0
2'0
0"
W
1
4
1.0
0'
N51°47'00"W
141.00'
N61°32'00"W
141.00'
N65°41'08"W
141.00'
S65°41'08"E
141.00'
S65°41'08"E
141.00'
S61°57'00"E
141.00'
S55°04'30"E
141.00'
S48°12'00"E
141.00'
S
4
1
°4
4'0
0"E
1
4
1.0
0'
S
4
1°
4
4'0
0"E
1
4
1.0
0'
S
4
1
°4
4'0
0"E
1
4
1.0
0'
S
4
1
°4
4'0
0"E
1
4
1.0
0'
N71°55'00"W
142.00'
N67°26'00"W
142.00'
N63°10'00"W
142.00'
N58°54'00"W
142.00'
N55°31'04"W
142.00'
N55°31'04"W
148.13'
N55°31'04"W
176.20'
N55°31'04"W
N3
1
°
0
4
'
0
0
"W1
5
8
.
0
0
'N14°40'00"E158.00'N 60°24'00"E 158.00'S73°52'00"E
158.00'
S55°31'04"E
166.81'
S55°31'04"E
172.86'
S55°31'04"E
145.95'
S55°31'04"E
142.02'
S60°36'00"E
142.00'
S66°10'00"E
142.00'
S72°14'00"E
142.00'23.48'79.20'79.20'79.20'79.20'73.86'73.86'43.74'43.74'76.20'76.20'34.78'34.78'4.5
0'
4.5
0'76.20'76.20'81.70'81.70'81.70'81.70'10.34'12.94'62.20'56.58'ǻ=4°41'59"L=18.29'
CH=N06°49'57"E18.29'
ǻ=36°36'19"L=57.50'
CH=S10°40'53"W
56.53'ǻ=14°31'03"L=16.47'
CH=S00°21'45"E16.43'
ǻ=52°02'13"L=59.03'
CH=S32°54'53"W
57.03'
ǻ=45°44'00" L=51.88'
CH=N06°44'00"W 50.52'
ǻ=53°44'30" L=60.97'
CH=N43°00'15"E 58.76'
ǻ=6°42'39"L=7.61'
CH=N73°13'49"E7.61'
ǻ=41°25'05"L=65.06'
CH=N55°52'36"E63.65'
ǻ=0°41'07"L=1.08'
CH=N34°49'30"E1.08'64.12'ǻ=21°56'44"L=55.54'
CH=S54°57'15"W
55.20'62.20'ǻ=4°38'45"L=51.33'
CH=S37°17'33"W
51.31'
5.39'L=20.75'ǻ=1°52'42"CB=S16°49'39"WCD=20.75'L=25.41'ǻ=1°52'42"CB=N16°49'39"ECD=25.41'ǻ=6°04'00"L=67.02'
CB=S20°48'00"W
CD=66.99'
ǻ=6°04'00"
L=82.06'CB=N20°48'00"E
CD=82.02'
ǻ=5°34'00"
L=75.30'CB=N26°37'00"E
CD=75.27'
ǻ=5°34'00"
L=61.50'
CB=S26°37'00"W
CD=61.48'
ǻ=5°34'10"
L=61.53'
CB=S32°11'05"W
CD=61.51'
ǻ=5°04'56"
L=68.74'
CB=N31°56'28"E
CD=68.72'
ǻ=4°21'57"
L=11.05'
CB=S41°47'54"W
CD=11.05'
ǻ=3°58'49"
L=15.49'CB=S63°56'12"W
CD=15.49'
CD=68.79'
CB=S53°04'26"Wǻ=17°44'42"L=69.07'
CD=108.15'
CB=S30°10'02"W
ǻ=28°04'05"
L=109.24'
CD=173.31'
CB=S06°44'00"E
ǻ=45°44'00"
L=178.00'
CD=173.31'
CB=S52°28'00"Eǻ=45°44'00"L=178.00'
CD=173.31'
CB=N81°48'00"E
ǻ=45°44'00"
L=178.00'
CD=123.71'
CB=N42°49'45"E
ǻ=32°12'30"
L=125.36'
CD=50.52'
CB=N52°28'00"W
ǻ=45°44'00"
L=51.88'CD=50.52'
CB=S81°48'00"W
ǻ=45°44'00"
L=51.88'
163.35'
CD=68.01'
CB=N17°57'13"E
ǻ=17°32'33"
L=68.28'
CD=52.92'
CB=N12°16'55"E
ǻ=15°35'55"
L=53.09'CD=8.63'CB=S31°43'59"Wǻ=5°29'53"L=8.64'CD=48.69'
CB=S32°47'28"W
ǻ=3°22'56"
L=48.70'
CD=57.07'
CB=N32°47'28"E
ǻ=3°22'56"
L=57.08'
ǻ=4°16'00"
L=72.01'CB=N28°58'00"E
CD=71.99'
ǻ=4°16'00"
L=72.01'CB=N24°42'00"E
CD=71.99'
ǻ=4°29'00"
L=75.67'CB=N20°19'30"E
CD=75.65'
ǻ=4°29'00"L=64.56'
CB=S20°19'30"W
CD=64.54'
ǻ=4°16'00"
L=61.44'
CB=S24°42'00"W
CD=61.42'
ǻ=4°16'00"
L=61.44'
CB=S28°58'00"W
CD=61.42'
ǻ=2°11'42"
L=37.05'
CB=N16°59'09"E
CD=37.04'
ǻ=2°11'42"L=31.61'
CB=S16°59'09"CD=31.60'
ǻ=6°52'30"
L=91.91'
CB=S31°29'15"W
CD=91.86'
ǻ=6°52'30"
L=91.91'
CB=S38°21'45"W
CD=91.86'ǻ=6°28'00"L=86.45'CB=S45°02'00"WCD=86.41'ǻ=9°45'00"
L=97.85'
C
B=S43°05'30"
W
C
D
=97.73'
ǻ=9°45'00"
L=73.85'
C
B=
S43°05'30"
W
C
D
=73.76'
ǻ=9°45'00"
L=97.85'
CB=S33°20'30"W
CD=97.73'
ǻ=9°45'00"
L=73.85'
CB=S33°20'30"W
CD=73.76'
ǻ=6°52'30"
L=74.99'
CB=N31°29'15"E
CD=74.95'
ǻ=6°52'30"
L=74.99'
CB=N38°21'45"E
CD=74.95'ǻ=6°28'00"L=70.54'CB=N45°02'00"ECD=70.50'L=41.67'ǻ=4°09'08"CB=S26°23'26"WCD=41.66'L=31.45'ǻ=4°09'08"CB=S26°23'26"WCD=31.45'L=40.75'ǻ=3°44'08"CB=N26°10'56"ECD=40.74'L=49.94'ǻ=3°44'08"CB=S26°10'56"WCD=49.93'CD=2.27'CB=S48°07'00"Wǻ=0°18'00"L=2.27'CD=3.01'CB=S48°07'00"Wǻ=0°18'00"L=3.01'15'D.E.20'D.E.&L.A.E.15'D.E.20'D.E.&L.A.E.10'10'7.5'7.5'7.5'7.5'10'10'1'L.M.E.1'L.M.E.1'L.M.E.
1'L.M.E.
1'L.M.E.
1'L.M.E.1'L.M.E.1'L.
M
.E.
1'L.M.E.
1'L.M.E.
1'L.
M.E.
10'P.U.E.
10'P.U.E.
10'P.U.E.
10'P.U.E.
10'P.U.E.
10'P.U.E.
1
0'
P.U.E.
1
0'
P.U.E.
10'P.U.E.
10'P.U.E.
10'P.U.E.
10'P.U.E
LOT 929
LOT 930
LOT 931
LOT 932
LOT 933
LOT 934
LOT 935
LOT 952
LOT 953
LOT 954
LOT 955
LOT 956
LOT 957
LOT 958
LOT 959
LOT 982
LOT 983
LOT 984
LOT 985
LOT 986
LOT 987
11,167 S.F.
11,167 S.F.
10,786 S.F.
12,105 S.F.
12,105 S.F.
11,322 S.F.
10,744 S.F.
11,298 S.F.
11,767 S.F.
11,767 S.F.
11,702 S.F.
10,744 S.F.
11,520 S.F.
11,520 S.F.
11,443 S.F.
14,517 S.F.
18,161 S.F.
18,161 S.F.
18,161 S.F.
13,339 S.F.
11,516 S.F.
TRACT "L"
1,593,343 S.F. (36.58 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "L"
1,593,343 S.F. (36.58 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "L"
1,593,343 S.F. (36.58 Ac.)
(LAKE, L.M.E. & D.E.)UnionWayIslandRodneyBayLane9,956 S.F.
9,475 S.F.
9,475 S.F.
9,348 S.F.
8,931 S.F.
10,478 S.F.
10,230 S.F.
8,915 S.F.
9,633 S.F.
9,713 S.F.
10,585 S.F.
LOT 924
LOT 925
LOT 926
LOT 927
LOT 928
LOT 936
LOT 937
LOT 938
LOT 939
LOT 940
LOT 941
13.70'
12.94'
CD=48.88'
CB=N27°16'54"E
ǻ=14°24'03"
L=49.01'
1'
L
.M.
E
.
(N/R)
(N/R)
(N/R)
(N/R)
LOT 947
LOT 948
LOT 949
LOT 960
LOT 981
LOT 988
LOT 923
LOT 942
LOT 943
LOT 944
LOT 945
LOT 946
LOT 950
LOT 951
SHEET 7 OF 9
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
A REPLAT OF TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 9”, AS RECORDED IN PLAT BOOK 63,PAGE 91, AND TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 10”, AS RECORDED IN PLATBOOK 62, PAGE 41, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
ISLES OF COLLIER PRESERVE PHASE 12 PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH12\23420P01.03-09.DWG - TUE. 5-29-2018 - 7:12 AM
N
9
7
5 6
8
4
3
NOTES
1.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 WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 24
TO BEAR N00°44'12"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 6940
P.R.M.", UNLESS OTHERWISE NOTED.
5.= SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6.MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE 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 MAY
BE REQUIRED.
7.ǻ= DELTA
8.Ac.= ACRES
9.A.E. = ACCESS EASEMENT
10.(C)= CALCULATED
11.C/L= CENTER LINE
12.CB = CHORD BEARING
13.CD = CHORD DISTANCE
14.CH = CHORD BEARING AND DISTANCE
15.C.M. = CONCRETE MONUMENT
16.C.C.R. = COLLIER COUNTY RECORDS
17.C.C.R. # = CERTIFIED CORNER RECORD NUMBER
18. C.U.E. = COUNTY UTILITY EASEMENT
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.R.= IRON ROD
25. L= LENGTH
26. L.A.E.= LAKE ACCESS EASEMENT
27. L.B. = LICENSED BUSINESS
28. L.B.E. = LANDSCAPE BUFFER EASEMENT
29. L.M.E. = LAKE MAINTENANCE EASEMENT
30. L.S.E. = LIFT STATION EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER PLAT (ISLES OF COLLIER PRESERVE
PHASE 2, 6, 7, 8, 9, 10 OR 11)
35. P.B. = PLAT BOOK
36. P.C.= POINT OF CURVATURE
37. PG. = PAGE
38. PROP.= PROPERTY
39. P.T.= POINT OF TANGENCY
40. P.U.E. = PUBLIC UTILITY EASEMENT
41. R = RADIUS
42. SEC. = SECTION
43. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
Match Line See Sheet 9 of 9
Match Line See Sheet 5 of 9
M
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Lin
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16.A.7.b
Packet Pg. 573 Attachment: Plat Map (5885 : Final Plat - Isles of Collier Preserve Phase 12)
Township 50 South, Range 25 EastSection 25NW 1/4
TRACT "L-1"
(LAKE, L.M.E. & D.E.)(P)
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)
(OPEN SPACE)(P)
TRACT "O-3"
Indies
Avenue
(OPEN SPACE & P.U.E.)(P)
TRACT "O-4"
"Isles of Collier Preserve Phase 2"(P.B. 56, PG. 80, C.C.R.)
TRACT "A"
(AMENITY & RECREATION AREA) (P)
"Isles of Collier Preserve Phase 2"(P.B. 56, PG. 80, C.C.R.)
TRACT "A"
(AMENITY & RECREATION AREA) (P)
DRAINAGE EASEMENT
TO COLLIER CO.
(O.R. 4385, PG. 3675, C.C.R.)
DRAINAGE EASEMENT
TO COLLIER CO.
(O.R. 4385, PG. 3675, C.C.R.)
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)
"Isles of Collier
(P.B. 63, PG. 91, C.C.R.)Preserve Phase 9"
50'C.U.E.(P)
N20°56'17"E 50.42'
R=45.00' ǻ=9°08'14" L=7.18'
CH=N80°40'10"W 7.17'
N76°06'03"W 2.60'
R=45.00' ǻ=4°31'23" L=3.55'
CH=N73°50'21"W 3.55'
N71°34'38"W 33.10'
R=50.00' ǻ=14°23'50" L=12.56'
CH=N63°31'27"W 12.53'
N56°11'15"W 47.42'
R=25.00' ǻ=23°31'18" L=10.26'
CH=N64°12'42"W 10.19'
R=104.50' ǻ=18°08'36" L=33.09'
CH=N81°58'59"W 32.95'
S88°5 6'43 "W 14.45'
R=93.00' ǻ=38°34'20" L=62.61'
CH=S69°39'33"W 61.43'
R=157.00' ǻ=52°36'43" L=144.17'
CH=S76°40'44"W 139.15'
R=125.51' ǻ=22°36'11" L=49.51'
CH=S80°54'15"W 49.19'
R=298.50' ǻ=23°11'27" L=120.82'CH=S66°58'31"E 120.00'
S70°05'52"E 125.32'
R=234.00' ǻ=28°17'34" L=115.55'CH=S55°57'05"E 114.38'
S
4
1°4
8'1
8"
E
2
5
2.6
3'
R=134.00'L=296.70'
ǻ=126°51'52"
CB=N46°28'12"E
CD=239.70'
R=951.50'ǻ=17°22'20"L=288.50'CB=S69°53'04"E CD=287.39'
S78°34'14"E
267.46'
R=121.56'L=201.87'ǻ=95°09'04"
CB=S47°23'33"W
CD=179.46'
R=90.47'L=164.08'
ǻ=103°54'40"
CB=S51°01'45"W
CD=142.50'S50°22'23"W 179.63'N72°54'41"W63.21'
R=157.00'L=61.04'ǻ=22°16'40"
CB=N84°03'01"W
CD=60.66'
S90°00'00"W
51.65'
N52°27'03"W
53.90'
N70°43'22"W58.31'
52.51'N71°22'38"W
N
4
1°4
8'2
5"
W
1
8
6.9
5'
R=60.00'L=94.17'ǻ=89°55'35"
CB=N86°46'13"W
CD=84.80'44.15'S85°14'31"W8.76'S84°48'39"W37.33'N84°17'43"W26.24'N75°58'21"WNE 1/41/4 Section Line51.5'(P)28.5'(P)10'P.U.E.(P)10'P.U.E.(P)10'P.U.E.(P)"Isles of CollierPreserve Phase 9"(P.B. 63, PG. 91, C.C.R.)
N=639392.82(Y)
E=406830.85(X)
N=639334.43(Y)
E=406444.45(X)
N=639194.04(Y)
E=407473.32(X)
N=638943.09(Y)
E=407046.45(X)
N=638960.49(Y)
E=406263.95(X)
S71°14'01"E 92.69'R=500.00'ǻ=29°25'42"
L=256.81'
CB=S56°31'09"E
CD=254.00'
R=300.00'ǻ=61°58'31"L =3 2 4 .5 0 '
C B =N 7 7 °4 6 '4 4 "E CD=308.91'N
43°12'3
2"
W
4
0.0
0'N46°47'28"E106.38'25'25'2
5
'
2
5
'R=525.00'ǻ=29°25'42"
L=269.65'
CB=N56°31'09"W
CD=266.70'
N71°14'01"W
92.69'
R=325.00'ǻ=61°58'31"L =3 5 1 .5 4 'C B =S 7 7 °4 6 '4 4 "W CD=334.66'S46°47'28"W106.38'R=275.00'ǻ=59°16'18"L =2 8 4 .4 8 'C B =N 7 9 °0 7 '5 0 "E CD=271.97'S71°14'01"ER=475.00'ǻ=29°25'42"
L=243.97'
CB=S56°31'09"E
CD=241.30'
N
4
1°4
8'1
8"
W
S
4
1°4
8'1
8"E
S
4
1
°4
8'1
8"E
92.69'
R=60.00'
L=74.86'
ǻ=71°29'09"
CB=N13°45'07"E
CD=70.10'
R
=
6
5.0
0'
L
=
2
82.23'
ǻ
=
248°4
6'5
6"
C
B
=
S
7
7°3
6'00"E
C
D
=
10
7.2
8'
ǻ=52°47'39"L=123.47'
CH=N09°26'06"E119.15'
N74°18'20"W
357.94'
R=166.56'L=162.90'ǻ=56°02'14"
CB=N27°42'38"ECD=156.49'
N88°56'43"E 14.45'
S72°54'41"E 63.21'
N84°48'39"E 8.59'
S84°17'43"E
31.81'
S75°58'21"E
18.80'
S70°43'22"E 70.68'
S70°16'05"E 93.66'
S41°48'25"E 3.90'
R=45.47'
ǻ=104°11'19" L=82.68'
CH=N50°53'26"E 71.75'
R=202.00'ǻ=52°36'43" L=185.49'
CH=N76°40'44"E 179.04'
4
5
'45'N50°22'23"E179.63'R=48.00'ǻ=38°34'20"L=32.31'CH=N69°39'33"E31.71'R=59.50'ǻ=18°08'36"L=18.84'
CH=S81°58'59"E18.76'
51.20'
S52°27'03"E
47.54'
N90°00'00"E
N 8 5 °1 4 '3 1 "E
4 2 .1 1 '
R=202.00' ǻ=22°16'40" L=78.54'
CH=S84°03'01"E 78.05'
S56°11'15"E
60.88'S48°11'42"W141.00'S38°35'00"W138.90'S23°35'00"W141.33'S18°45'59"W142.05'S10°23'00"W141.00'S14°48'00"E141.38'
N
43°12'3
2"
W
2
47.7
5'
N
43°1
2'32"
W
1
77.60'
N
3
3
°
1
3'0
0
"W1
6
8
.
6
1'N17°35'00"W199.46'N01°57'00"W148.18'N13°25'00"E165.19'N18°45'59"E158.53'N24°58'00"E145.73'N34°47'00"E166.86'N44°27'00"E149.44'N48°11'42"E153.23'17.91'3
9.1
5'
38.16'
73.45'
54.52'
51.88'
ǻ
=
2°47'46"
L
=
9.86'
C
H
=
S
78°2
4'48"E
9.86'
357.94'
ǻ
=
1
3°4
1'4
2"
L
=
1
5.54'
C
H
=
S
3
9°5
6'37"
W
15.5
0'74.81'31.57'57.99'ǻ=24°44'12"L=20.72'CH=N62°44'29"E20.56'121.64'ǻ=10°51'31"L=38.28'CH=S78°20'27"E38.23'ǻ=13°50'08"L=11.59'CH=N82°01'39"E11.56'
39.13'ǻ=11°25'09"L=40.26'CH=S89°28'47"E40.19'58.96'
49.61'8.41'33.73'
45.87'
1.59'
24.81'
1
1
6.4
2'ǻ=3°44'42"L=34.32'CH=S43°40'39"E34.31'5
4.8
9'ǻ=24°06'26"L=25.24'CH=N53°51'38"W25.06'7
4.4
3'
CD=88.47'
CB=N50°23'00"Wǻ=9°40'00"
L=88.58'
CD=89.84'
CB=N60°07'30"Wǻ=9°49'00"L=89.95'
CD=56.78'
CB=N68°08'00"W
ǻ=6°12'01"
L=56.81'
CD=30.34'
CB=N73°54'30"W
ǻ=5°20'59"
L=30.35'CD=86.90'
CB=N84°16'00"W
ǻ=15°22'00"
L=87.16'
CD=88.40'CB=S80°14'00"W
ǻ=15°38'00"
L=88.68'
CD=88.40'
CB=S64°36'00"W
ǻ=15°38'00"
L=88.68'
CD=56.61'
CB=S51°47'14"W
ǻ=9°59'32"
L=56.68'
CD=113.14'
CB=N83°55'30"E
ǻ=32°31'37"
L=114.68'
CD=60.72'
CB=N59°01'02"E
ǻ=17°17'19"
L=60.95'
CD=104.77'
CB=S20°36'17"E
ǻ=107°24'06"
L=121.84'
CD=76.91'
CB=N52°30'37"E
ǻ=33°21'23"
L=78.01'
CD=72.06'
CB=N84°47'09"E
ǻ=31°11'41"
L=72.96'
CD=22.24'
CB=S74°51'26"E
ǻ=9°31'08"
L=22.26'
CD=116.69'
CB=N41°51'06"E
ǻ=127°41'08"
L=144.85'
CD=133.56'
CB=N86°19'45"Eǻ=28°06'31"L=134.91'
CD=40.20'
CB=S75°25'30"E
ǻ=8°22'59"
L=40.24'
CD=108.62'
CB=N60°53'05"E
ǻ=22°46'48"
L=109.34'
CD=51.71'CB=S68°06'47"E
ǻ=6°14'27"
L=51.74'
CD=112.29'
CB=S58°12'17"E
ǻ=13°34'33"
L=112.55'
CD=79.59'CB=S46°36'39"E
ǻ=9°36'42"
L=79.68'
CD=75.71'
CB=S59°41'07"E
ǻ=18°37'08"
L=76.04'
CD=34.97'
CB=S46°05'26"Eǻ=8°34'15"L=35.00'
CD=4.50'CB=S69°32'47"Eǻ=1°06'11"L=4.50'
15'D.E.
15'D.E.
1 5 'D .E .
1 5 'D .E .7.5'
7.5'
7.5'
7.5'
7 .5 '7 .5 '7 .5 '7 .5 '1'L.M.E.1'L.M.E.ǻ=97°58'14"L=111.14'(TIE)ǻ=8°14'06"L=136.76'(TIE)
N19°21'44"E 37.77'
20'C.U.E
10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
LOT 990
LOT 991
LOT 992
LOT 993
LOT 994
LOT 995 LOT 996
LOT 997
LOT 998
LOT 999
LOT 1000
LOT 1002
LOT 1003
LOT 1004
LOT 1005
LOT 1006
12,035 S.F.
13,150 S.F.
11,952 S.F.
11,935 S.F.
14,654 S.F.
43,098 S.F.
18,497 S.F.
17,303 S.F.
20,754 S.F.
19,512 S.F.16,524 S.F.
16,403 S.F.
14,544 S.F.
15,957 S.F.
15,925 S.F.
13,981 S.F.
TRACT "O-2"
(OPEN SPACE & D.E.)
89,007 S.F. (2.04 Ac.)
TRACT "O-2"
(OPEN SPACE & D.E.)
89,007 S.F. (2.04 Ac.)Megan's
Bay Drive17,177 S.F.
LOT 1001
N54°10'05"W
106.87'
(N/R)10'P.U.E.(N/R)
TRACT "O-2"
(OPEN SPACE & D.E.)
89,007 S.F. (2.04 Ac.)
LOT 1007
LOT 989
SHEET 8 OF 9
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
A REPLAT OF TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 9”, AS RECORDED IN PLAT BOOK 63,PAGE 91, AND TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 10”, AS RECORDED IN PLATBOOK 62, PAGE 41, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
ISLES OF COLLIER PRESERVE PHASE 12
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH12\23420P01.03-09.DWG - TUE. 5-29-2018 - 7:12 AM
NOTES
1.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 WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 24
TO BEAR N00°44'12"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 6940
P.R.M.", UNLESS OTHERWISE NOTED.
5.= SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
18. C.U.E. = COUNTY UTILITY EASEMENT
19. COR. = CORNER
11.C/L= CENTER LINE
12.CB = CHORD BEARING
13.CD = CHORD DISTANCE
14.CH = CHORD BEARING AND DISTANCE
15.C.M. = CONCRETE MONUMENT
16.C.C.R. = COLLIER COUNTY RECORDS
17.C.C.R. # = CERTIFIED CORNER RECORD NUMBER
39. P.T.= POINT OF TANGENCY
40. P.U.E. = PUBLIC UTILITY EASEMENT
41. R = RADIUS
42. SEC. = SECTION
43. S.F. = SQUARE FEET
6.MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE 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 MAY
BE REQUIRED.
7.ǻ= DELTA
8.Ac.= ACRES
9.A.E. = ACCESS EASEMENT
10. (C)= CALCULATED
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.R.= IRON ROD
25. L= LENGTH
26. L.A.E.= LAKE ACCESS EASEMENT
27. L.B. = LICENSED BUSINESS
28. L.B.E. = LANDSCAPE BUFFER EASEMENT
29. L.M.E. = LAKE MAINTENANCE EASEMENT
30. L.S.E. = LIFT STATION EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER PLAT (ISLES OF COLLIER PRESERVE
PHASE 2, 6, 7, 8, 9, 10 OR 11)
35. P.B. = PLAT BOOK
36. P.C.= POINT OF CURVATURE
37. PG. = PAGE
38. PROP.= PROPERTY
0 25 50 100
SCALE IN FEET
1"=50'FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
9
7
5 6
8
4
3
MatchLineSeeSheet6of916.A.7.b
Packet Pg. 574 Attachment: Plat Map (5885 : Final Plat - Isles of Collier Preserve Phase 12)
SW 1/4
WEST 1/4 COR. SEC. 25
(C.C.R. #22081)
FD. 3.5"x 3.5" C.M.
(TOP BROKEN)
N=638004.73(Y)
E=404776.49(X)
UnplattedLot82
Lot81N00°19'19"E2688.11'(1/4SEC.COR.TOSEC.COR.)N89°41'49"E 5325.99'
(1/4 SEC.COR.TO SEC.COR.)
(CONSERVATION AREA 4B)
CONSERVATION EASEMENT
(O.R. 4867, PG. 3336, C.C.R.)100.54'TRACT "P"
(PRESERVE)(P)
R=75.73'L=90.08'
ǻ=68°09'13"
CB=N27°51'00"W
CD=84.87'
N80°36'53"W6.02'N39°49'52"W3.67'R=75.73'L=121.66'ǻ=92°02'47"
CB=S65°09'00"W
CD=109.00'
N66°06'27"W
32.91'
N80°24'28"W
40.05'
N87°06'09"W
39.29'N86°47'06"W
35.97'
S 8 2 °2 5 '5 4 "W27.9 3 'S49°08'18"WR=465.00'
L=296.48'ǻ=36°31'53"
CB=S30°52'22"W
CD=291.48'
R=347.00'L=63.82'
ǻ=10°32'14"
CB=S78°22'10"W
CD=63.73'
Unplatted
UnplattedUnplatted
(CONSERVATION AREA 4B)
CONSERVATION EASEMENT
(O.R. 4867, PG. 3336, C.C.R.)
(CONSERVATION AREA 4B)
CONSERVATION EASEMENT
(O.R. 4867, PG. 3336, C.C.R.)187.28'S17°16'28"W 31.62'
S19°45'41"E 40.38'
S44°16'20"E 46.04'
S29°17'49"E 59.15'
S11°15'46"E 26.61'
S20°41'09"E 32.93'
S89°07 '23"W
9 7.36'
N89°37'44"W
82.78'
N73°52'48"W
61.66'54.52'N00°12'22"EN09°39'25"W 3.61'
N14°07'55"W 7.15'N26°39'57"W 8.05'
N39°42'30"W 7.01'
N41°39'29"W 5.75'
N43°05'04"W 5.55'
N43°49'02"W 1.05'
N89°39'42"W
84.34'
N32°43'30"W 7.89'N00°19'19"E2587.57'1243.51'(P.R.M.TOP.R.M.)88.9'
88.9'
15'L.B.E.
15'L.B.E.N00°19'19"E2578.39'TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)"Isles of Collier
(P.B. 63, PG. 91, C.C.R.)Preserve Phase 9"
80.38'
N89°41'49"E
Township 50 South, Range 25 EastSection 25NW 1/4
"Isles of CollierPreserve Phase 6"(P.B. 60, PG. 1, C.C.R.)
N=638004.03(Y)
E=404886.81(X)N=637971.00(Y)
E=405033.65(X)
N=638105.27(Y)
E=404777.05(X)
N=638113.96(Y)
E=405353.87(X)
N=637934.50(Y)
E=405445.44(X)
N=638529.72(Y)
E=405716.89(X)
N=638266.68(Y)
E=405504.90(X)
N=637931.89(Y)
E=405201.71(X)N24°18'52"E189.51'R =6 0 0 .0 0 'ǻ=48°54'44"L=512.21'CB=N48°46'13"ECD=496.79'N 7 3 °1 3 '3 5 "E
2 2 4 .5 6 '25'
25'25'25'N24°18'52"ER =5 7 5 .0 0 'ǻ=48°54'44"L=490.86'CB=N48°46'13"ECD=476.09'N 7 3 °1 3 '3 5 "E
S 7 3 °1 3 '3 5 "W
1 3 2 .9 1 'R =6 2 5 .0 0 'ǻ=48°54'44"L=533.55'CB=S48°46'13"WCD=517.49'S24°18'52"W189.51'189.51'1 3 2 .9 1 'R =6 0 .0 0 'L =4 9 .3 8 'ǻ =4 7 °0 9 '2 3 "
C B =S 8 3 °1 1 '4 3 "E
C D =4 8 .0 0 'R =6 0 .0 0 'L =4 9 .3 8 'ǻ =4 7 °0 9 '2 3 "
C B =S 4 9 °3 8 '5 4 "W
C D =4 8 .0 0 'R =6 5 .0 0 'L =3 1 1 .2 0 'ǻ =2 7 4 °1 8 '4 6 "
C B =N 1 6 °4 6 '2 5 "W
C D =8 8 .4 0 'S57°40'30"E7.55'
R=350.00'L=152.43'
ǻ=24°57'13"
CB=N59°54'08"E
CD=151.23'
R=223.00'L=166.97'
ǻ=42°53'58"
CB=N68°52'30"E
CD=163.10'
R=223.00'
L=32.73'
ǻ=8°24'32"
CB=N85°28'15"W
CD=32.70'39.57'R =7 6 6 .0 0 'ǻ =40°03'15"L=535.49'CB=N52°21'07"ECD=524.65'S89°40'31"E57.03'S00°19'19"W446.00'N89°40'31"W57.05'
R=350.00' ǻ=35°00'05" L=213.81'
CH=S81°13'59"W 210.50'S24°18'52"W189.51'R =434.00'ǻ=39°25'05"L=298.58'CB=S44°01'24"WCD=292.73'N65°41'08"W
141.00'
N65°41'08"W
141.00'
N64°12'05"W
141.12'
N57°40'30"W
148.55'
N50°48'00"W
141.00'N3
0
°
1
0
'
3
0
"W1
4
1
.
0
0
'N23°18'00"W141.00'N16°46'25"W141.66'N16°46'25"W156.23'N16°46'25"W178.86'N00°19'19"E160.60'S00°19'19"W155.70'S00°19'19"W161.54'S16°13'00"E142.68'S2
6
°
1
3
'
0
0
"E14
1
.
0
0
'
S
3
5
°
5
8'0
0
"
E
1
4
1.0
0'
S
45°43'00"E
141.00'
S55°28'00"E
141.00'
S65°36'00"E
141.00'
S65°41'08"E
141.00'43.74'43.74'76.20'76.20'69.57'ǻ=0°51'32"L=9.37'
CH=S24°44'38"W9.37'82.60'ǻ=7°09'06"L=78.01'
CH=S28°44'57"W77.96'94.78'141.00'
6 .8 2 'ǻ=2°58'26"L=18.17'CH=N70°53'31"E18.16'
7 9 .2 0 '4 6 .8 9 'ǻ=7°19'30"L=28.51'CH=N51°05'16"E28.49'ǻ=8°46'03"L=53.56'CH=N51°48'33"E53.51'ǻ=17°54'59"L=18.76'CH=S35°01'42"W18.69'225.45'ǻ=4°55'53"L=19.19'CH=N87°51'32"E19.19'ǻ=4°55'34"L=19.17'CH=N87°12'44"W19.17'220.55'7.48'ǻ=3°28'58"L=13.56'CH=N83°00'28"W13.55'1 1 8 .7 5 '6 .6 8 'ǻ=0
°
0
3
'
0
4
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L
=0
.
3
9
'CH=S6
3
°
4
5'
2
8
"W0
.
3
9
'78.53'78.53'ǻ=6°52'30"
L=91.91'
CB=N35°45'45"E
CD=91.86'
ǻ=6°52'30"
L=74.99'
CB=S35°45'45"W
CD=74.95'
ǻ=6°52'30"
L=91.91'
C
B=
N42°38'15"E
C
D
=91.86'
ǻ
=
6
°
5
2'3
0"
L
=
7
4.9
9'
C
B
=
S
4
9
°
3
0'4
5"
W
C
D
=
7
4.9
5'
ǻ
=
6
°
5
2'3
0"
L
=
9
1.9
1'
C
B
=
N
4
9
°
3
0'4
5"E
C
D
=
9
1.8
6'
ǻ
=
6
°
5
2'3
0
"
L
=
9
1
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9
1'
C
B
=
N
5
6
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2
3'1
5
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E
C
D
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9
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8
6'ǻ=
6
°
5
2
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3
0
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L
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1
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9
1
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3
°
1
5
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4
5
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1
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8
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°
5
2
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3
0
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L
=7
4
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9
9
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3
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1
5
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4
5
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7
4
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9
5
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ǻ=6°52'30"
L=74.99'
C
B=S42°38'15"
W
C
D
=74.95'
ǻ
=
6
°
5
2'3
0
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L
=
7
4
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9
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C
B
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S
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D
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L=97.85'
CB=N39°24'30"E
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L=76.76'
CB=S29°28'00"W
CD=76.66'
ǻ=10°08'00"
L=101.69'CB=N29°28'00"E
CD=101.56'
L=76.77'
ǻ=12°34'05"
CB=S70°04'46"W
CD=76.62'
L=94.77'ǻ=9°26'35"
CB=N68°30'18"E
CD=94.66'
L=73.73'
ǻ=12°04'09"
CB=S82°23'53"W
CD=73.59'L=0.86'ǻ=0°05'08"CB=N24°21'26"ECD=0.86'L=0.65'ǻ=0°05'08"CB=S24°21'26"WCD=0.65'N
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CB=N70°04'18"E
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L=119.27'CD=59.35'CB=S53°14'06"Wǻ=54°19'48"L=61.64'CD=30.29'CB=S58°36'23"Wǻ=29°14'24"L=30.62'CD=80.53'CB=N62°47'56"Eǻ=13°12'44"L=80.71'15'D.E.15'D.E.1 5 'D .E .1 5 'D .E .7.5'7.5'7.5'7.5'7 .5 '7 .5 '7 .5 '7 .5 '1'L.M.E.
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'P.U.E.10'P.U.E.10'P.U.E.
10'P.U.E.
LOT 960
LOT 961
LOT 962
LOT 963
LOT 964
LOT 965
LOT 966LOT 967
LOT 968
LOT 969 LOT 970
LOT 971
LOT 972
LOT 973
LOT 974
LOT 975
LOT 976
LOT 977
LOT 978
LOT 979
LOT 980
LOT 981
10,744 S.F.
11,389 S.F.
12,401 S.F.
11,767 S.F.
11,767 S.F.
11,767 S.F.
11,767 S.F.
11,767 S.F.
12,136 S.F.
11,671 S.F.
12,948 S.F.
15,353 S.F.13,131 S.F.
12,758 S.F.
12,400 S.F.14,263 S.F.
12,612 S.F.
12,105 S.F.
12,105 S.F.
12,105 S.F.
12,581 S.F.
11,179 S.F.
TRACT "L"
1,593,343 S.F. (36.58 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "L"
1,593,343 S.F. (36.58 Ac.)
(LAKE, L.M.E. & D.E.)
U n io n IslandWayN19°08'10"W 7.83'(N/R)(N/R)(N/R)
LOT 959
LOT 982
SHEET 9 OF 9
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
A REPLAT OF TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 9”, AS RECORDED IN PLAT BOOK 63,PAGE 91, AND TRACT “F-1” OF THE RECORD PLAT OF “ISLES OFCOLLIER PRESERVE PHASE 10”, AS RECORDED IN PLATBOOK 62, PAGE 41, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
ISLES OF COLLIER PRESERVE PHASE 12
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH12\23420P01.03-09.DWG - TUE. 5-29-2018 - 7:13 AM
N
9
7
5 6
8
4
3
NOTES
1.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 WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 24
TO BEAR N00°44'12"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 6940
P.R.M.", UNLESS OTHERWISE NOTED.
5.= SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6.MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE 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 MAY
BE REQUIRED.
7.ǻ= DELTA
8.Ac.= ACRES
9.A.E. = ACCESS EASEMENT
10. (C)= CALCULATED
11. C/L= CENTER LINE
12. CB = CHORD BEARING
13. CD = CHORD DISTANCE
14. CH = CHORD BEARING AND DISTANCE
15. C.M. = CONCRETE MONUMENT
16. C.C.R. = COLLIER COUNTY RECORDS
17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
18.C.U.E. = COUNTY UTILITY EASEMENT
19.COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.R.= IRON ROD
25. L= LENGTH
26. L.A.E.= LAKE ACCESS EASEMENT
27. L.B. = LICENSED BUSINESS
28. L.B.E. = LANDSCAPE BUFFER EASEMENT
29. L.M.E. = LAKE MAINTENANCE EASEMENT
30. L.S.E. = LIFT STATION EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER PLAT (ISLES OF COLLIER PRESERVE
PHASE 2, 6, 7, 8, 9, 10 OR 11)
35. P.B. = PLAT BOOK
36. P.C.= POINT OF CURVATURE
37. PG. = PAGE
38. PROP.= PROPERTY
39. P.T.= POINT OF TANGENCY
40. P.U.E. = PUBLIC UTILITY EASEMENT
41. R = RADIUS
42. SEC. = SECTION
43. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
Match Line See Sheet 7 of 9
16.A.7.b
Packet Pg. 575 Attachment: Plat Map (5885 : Final Plat - Isles of Collier Preserve Phase 12)
Page 1 of 4
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 2,768 SY $1.85 $5,121.02
$15,121.02
II.ROADWAY
160-1 Type "B" Stabilization (12")17,812 SY $2.00 $35,624.00
200-1 Limerock Base w/Prime Coat (6")15,069 SY $7.00 $105,483.00
331-1 Asphalt Concrete Type S-III 1" (1st Lift)14,740 SY $4.50 $66,330.00
331-2 Asphalt Concrete Type S-III 3/4" (Final Lift) 14,740 SY $3.75 $55,275.00
331-3 Brick Pavers 329 SY $40.00 $13,160.00
520-1 Valley Gutter (2' Wide)11,292 LF $12.00 $135,504.00
520-2 Type "F" Curb 572 LF $9.00 $5,148.00
520-3 Type "A" Curb 612 LF $9.00 $5,508.00
520-4 1' Ribbon Curb 40 LF $15.00 $600.00
522-1 Asphalt Path (Cypress Waterway)2,155 SY $6.50 $14,004.90
522-2 4" Concrete Sidewalk 9,749 SY $20.00 $194,980.00
522-3 ADA Ramps w/ Detectable Warning 10 EA $450.00 $4,500.00
700-1 Signing and Pavement Markings 1 LS $5,000.00 $5,000.00
$641,116.90
SUB-TOTAL
Plat Bond
Isles of Collier Preserve Phase 12
ENGINEER'S OPINION OF PROBABLE COST
for the construction of
SUB-TOTAL:
June 5, 2018
16.A.7.c
Packet Pg. 576 Attachment: Opinion of Probable Cost (5885 : Final Plat - Isles of Collier Preserve Phase 12)
Page 2 of 4
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
III.DRAINAGE
425-1 Valley Gutter Inlet 20 EA $3,500.00 $70,000.00
425-2 Type "C" Inlet 4 EA $2,000.00 $8,000.00
425-3 Type "9" Inlet 2 EA $2,900.00 $5,800.00
425-4 18" Endwall 1 EA $1,500.00 $1,500.00
425-5 30" Endwall 1 EA $2,200.00 $2,200.00
425-6 24" Endwall 15 EA $1,800.00 $27,000.00
430-1 18" RCP Storm Sewer 266 LF $39.00 $10,374.00
430-2 30" RCP Storm Sewer 186 LF $65.00 $12,090.00
430-3 24" RCP Storm Sewer 3,362 LF $50.00 $168,100.00
430-4 8" ADS Storm Drain 1,120 L.F.$17.50 $19,600.00
430-5 12" ADS Storm Drain 577 L.F.$21.00 $12,117.00
430-6 18" ADS Storm Drain 1,188 L.F.$28.00 $33,264.00
430-7 8" Flared End Section 2 EA.$350.00 $700.00
430-8 12" Flared End Section 1 EA.$500.00 $500.00
430-9 Yard Drain 18 EA $550.00 $9,900.00
$381,145.00
IV.
A.8" DR-14 PVC Watermain 130 LF $25.00 $3,250.00
B.8" DR-18 PVC Watermain 5,943 LF $17.00 $101,031.00
C.8" Gate Valve 14 EA $1,800.00 $25,200.00
D.Fire Hydrant Assembly 20 EA $4,200.00 $84,000.00
E.Single Water Service 40 EA $600.00 $24,000.00
SUB-TOTAL:
WATERLINE AND ACCESSORIES
16.A.7.c
Packet Pg. 577 Attachment: Opinion of Probable Cost (5885 : Final Plat - Isles of Collier Preserve Phase 12)
Page 3 of 4
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
F.Double Water Service 42 EA $900.00 $37,800.00
G.Permanent Bacterial Sample Point 4 EA $1,200.00 $4,800.00
H.Air Release Valve 4 EA $1,500.00 $6,000.00
I. Permanent Automatic Flushing Device 2 EA $6,500.00 $13,000.00
$299,081.00
V.
A.8" SDR 26 Sanitary Sewer 5,503 LF $70.00 $385,210.00
B.4' Sanitary Manhole 22 EA $7,400.00 $162,800.00
C.6" Sewer Service (Single)45 EA $550.00 $24,750.00
D.6" Sewer Service (Double)34 EA $800.00 $27,200.00
$599,960.00
VI.
A.10' Height Buffer Tree 66 EA $250.00 $16,500.00
B.Melaleuca Mulch 20 CY $40.00 $800.00
$17,300.00
VII.
A..4" Gate Valve 2 EA $1,100.00 $2,200.00
B.4" DR-18 Irrigation Main 72 LF $11.00 $792.00
C.4" DR-14 Irrigation Main 40 LF $13.00 $520.00
D.10" DR-18 Irrigation Main 233 LF $25.00 $5,825.00
E.10" Gate Vave 1 EA $2,300.00 $2,300.00
F.4"Air Release Valve 1 EA $1,200.00 $1,200.00
$12,837.00
SUB-TOTAL:
SUB-TOTAL:
IRRIGATION SYSTEM
LANDSCAPING
SUB-TOTAL:
SUB-TOTAL:
SEWER SYSTEM
16.A.7.c
Packet Pg. 578 Attachment: Opinion of Probable Cost (5885 : Final Plat - Isles of Collier Preserve Phase 12)
Page 4 of 4
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
VIII.SITE LIGHTING
A.FPL Town & Country Street Lights 67 EA $900.00 $60,300.00
$60,300.00
$2,026,860.92
$202,686.09
$2,229,547.01
For the Firm
Estimated Date of Completion: 8/2019
Barraco and Associates, Inc.
2271 McGregor Boulevard
P.O. Drawer 2800
BOND TOTAL:
________________________________
Timothy B. Gavin, P.E.
Certificate of Authorization No. 7995
TOTAL:
SUB-TOTAL:
10% BOND TOTAL:
Fort Myers, FL 33902-2800
Florida P.E. No. 70675
16.A.7.c
Packet Pg. 579 Attachment: Opinion of Probable Cost (5885 : Final Plat - Isles of Collier Preserve Phase 12)