Agenda 07/10/2018 Item #16A 207/10/2018
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 11, (Application Number PL20180001590)
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 11, 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 11. 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 11 be
approved for recording.
FISCAL IMPACT: The project cost is $582,539.05 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $322,799.00
b) Drainage, Paving, Grading $259,740.05
The Security amount, equal to 110% of the
project cost, is $640,792.96
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: $18,601.17
16.A.2
Packet Pg. 473
07/10/2018
The Fees are based on a construction estimate of $582,539.05 and were paid in April, 2018.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,125.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 2,420.99
c) Drainage, Paving, Grading
(.75% const. est.) $ 1,948.05
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $ 7,262.98
e) Drainage, Paving, Grading
(2.25% const. est.) $ 5,844.15
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 11 (Application Number PL20180001590) for recording with the following stipulations:
1. Approve the amount of $640,792.96 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.2
Packet Pg. 474
07/10/2018
ATTACHMENT(S)
1. Location Map (PDF)
2. Plat Map (PDF)
3. Opinion of Probable Cost (PDF)
16.A.2
Packet Pg. 475
07/10/2018
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.2
Doc ID: 5812
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 11, (Application Number
PL20180001590) 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
05/30/2018 2:45 PM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
05/30/2018 2:45 PM
Approved By:
Review:
Growth Management Operations & Regulatory Management Stephanie Amann Additional Reviewer Completed 05/31/2018 8:17 AM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 06/04/2018 10:15 AM
Growth Management Department Judy Puig Level 1 Reviewer Completed 06/05/2018 3:42 PM
Growth Management Development Review Chris Scott Additional Reviewer Completed 06/06/2018 8:27 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 10:20 AM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 06/08/2018 12:57 PM
Growth Management Department Thaddeus Cohen Department Head Review Completed 06/08/2018 2:42 PM
Growth Management Department James C French Deputy Department Head Review Completed 06/13/2018 9:33 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 10:29 AM
Office of Management and Budget Allison Kearns Additional Reviewer Completed 06/22/2018 12:01 PM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 07/02/2018 9:11 AM
Board of County Commissioners MaryJo Brock Meeting Pending 07/10/2018 9:00 AM
16.A.2
Packet Pg. 476
ISLES OF COLLIER PRESERVE PHASE 11
LOCATION MAP
16.A.2.a
Packet Pg. 477 Attachment: Location Map (5812 : Final Plat - Isles of Collier Preserve Phase 11)
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 6
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THIS PLAT OF ISLES OF COLLIER PRESERVE PHASE 11, 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 11, TO BE MADE, AND DOES HEREBY:
1)DEDICATE TO ISLES OF COLLIER PRESERVE PROPERTY OWNERS ASSOCIATION, INC:
A) TRACT "R" FOR PRIVATE ROAD RIGHT OF WAY (R.O.W) SUBJECT TO THE EASEMENTS DEPICTED
HEREON (C.U.E., P.U.E., D.E., A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
B) TRACTS "O-1", "O-2", AND "O-3" AS OPEN SPACE WITH RESPONSIBILITY FOR MAINTENANCE.
C) ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.
D) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
E) ALL ACCESS EASEMENTS (A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
F) ALL LANDSCAPE BUFFER EASEMENTS (L.B.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
2)DEDICATE TO COLLIER COUNTY, ITS SUCCESSORS OR ASSIGNS:
A) A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT "R" FOR USE BY
GOVERNMENTAL VEHICLES IN 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.
3)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.
4)DEDICATE TO COLLIER COUNTY WATER-SEWER DISTRICT:
A) THAT ALL COUNTY UTILITY EASEMENTS (C.U.E.) FOR POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR
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.
5)DEDICATE TO GREATER NAPLES FIRE RESCUE DISTRICT:
A) A NON-EXCLUSIVE EMERGENCY ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT "R", WITH NO RESPONSIBILITY 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 LOTS 747 THROUGH 783 AND TRACT "F-2", ISLES OFCOLLIER PRESERVE PHASE 10, AS RECORDED IN PLAT BOOK 62,PAGES 41 THROUGH 53, 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 11 PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH11\23420P01.01.DWG - TUE. 5-22-2018 - 5:03 PM
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
Lots 747 through 783 and Tract "F-2" of the record plat of “ISLES OF COLLIER PRESERVE
PHASE 10” recorded in Plat Book 62, at Page 41 of the Public Records of Collier County, Florida.
16.A.2.b
Packet Pg. 478 Attachment: Plat Map (5812 : Final Plat - Isles of Collier Preserve Phase 11)
TOTAL PLATTED
AREA = 24.92 Ac. +/-
SHEET 3Plana
W
ay
Antigua
WayAntigua"Isles of CollierPreserve Phase 10"(P.B. 62, PG. 41, C.C.R.)
SW 1/4
NW 1/4
Township 50 South, Range 25 EastSection 25
24
2526
23
Township 50 South, Range 25 EastSection 24
TRACT "F-1"
TRACT "L-2"
TRACT "L-2"
TRACT "L"CompartIsleD riveLOT5
2
9
L
O
T
530
L
O
T
531
LOT532
LOT533
LOT 534
LOT 535
LOT 536
LOT 537 LOT 538
LOT 539
LOT540
LOT541
L
O
T
5
4
2
L
O
T
5
4
3
"Isles of CollierPreserve Phase 10"(P.B. 62, PG. 41, C.C.R.)
"Isles of CollierPreserve Phase 10"(P.B. 62, PG. 41, C.C.R.)
TRACT "L-2"
TRACT "L-2"
TRACT "F-2"
"Isles of CollierPreserve Phase 2"(P.B. 56, PG. 80, C.C.R.)
Cays D r i v e
AltoVeloWayWayAntiguaTRACT "O-1"
TRACT "O-2"
"Isles of CollierPreserve Phase 7"(P.B. 60, PG. 49, C.C.R.)
SHEET 4
SHEET5
S
H
E
E
T
6
LOT 89
LOT 88
LOT 87
LOT 86
L O T 8 6 1
L O T 8 6 2
L O T 863LOT864LOT865LOT866LOT867LOT868LOT869LOT870LOT871LOT872LOT873LOT874LOT875LOT876LOT877LOT878LOT879LOT880LOT881LOT882LOT883LOT884LOT 747 LOT 748 LOT 749 LOT 750 LOT 751
LOT 752
LOT 753
LOT 754 LOT 755 LOT 756 LOT 757 LOT758LOT759LOT760LOT761LOT 762
LOT 763
LOT 764L
OT765LOT766LOT767LOT768LOT 769
LOT 770
LOT 771
LOT 772
LOT 773
LOT 774
LOT 775
LOT 776
LOT 777
LOT 778
LOT 779
LOT 780LOT 781LOT 782LOT 783LOT 860
In
dies
Avenue
TRACT "L-1"
TRACT "O-1"
TRACT "O-2"
TRACT "O-3"
Preserve Phase 9""Isles of Collier
(P.B. 63, PG. 91, C.C.R.)
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 LOTS 747 THROUGH 783 AND TRACT "F-2", ISLES OFCOLLIER PRESERVE PHASE 10, AS RECORDED IN PLAT BOOK 62,PAGES 41 THROUGH 53, 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 11
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH11\23420P01.02.DWG - TUE. 5-22-2018 - 2:02 PM
SHEET 2 OF 6
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 OR 10)
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 50 100 200
SCALE IN FEET
1"=100'FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4
5
6
KEY MAP
16.A.2.b
Packet Pg. 479 Attachment: Plat Map (5812 : Final Plat - Isles of Collier Preserve Phase 11)
Township 50 South, Range 25 EastSection 24SW 1/4
EASEMENT 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)
Plana
Cays
D r i v e
AltoVeloWayAntigua10'P.U.E.(P)
10'P.U.E.(P)
10'P.U.E.(P)
TRACT "F-1"
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)(P)
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)
15'L.B.E.(P)Way10'P.U.E.(P)"Isles of Collier Preserve Phase 10"(P.B. 62, PG. 41, C.C.R.)
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)"Isles of Collier Preserve Phase 10"(P.B. 62, PG. 41, C.C.R.)33.5'(P)"Isles of CollierPreserve Phase 10"(P.B. 62, PG. 41, C.C.R.)
N89°15'48"E 151.00'N00°44'12"W116.00'N00°44'12"W 50.00'
N22°06'47"W 27.44'
N72°14'04"W 14.00'
R=60.00'
L=121.80'ǻ=116°18'25"
CB=S20°16'33"W
CD=101.94'
S72°14'04"E 13.99'R=325.50'ǻ=65°26'37"L
=
3
7
1
.
7
9
'
C
B
=
S
33°2
7'31"
E
CD=351.90
N89°15'48"E 376.86'
CD=374.90'
CB=S81°29'08"E
L=376.53'
ǻ=18°30'08"R=1166.00'
R=834.00'ǻ=29°30'34"L=429.54'CB=S86°59'21"E C D =4 2 4 .8 1 '
S 7 8 °2 5 '4 6 "W
CD=395.52'
CB=S79°38'53"W
L =9 1 4 .8 4 'ǻ=235°03'04"R=223.00'R=250.00' ǻ=26°46'12" L=116.81'
CH=N03°47'18"E 115.75'
R=65.00' ǻ=64°32'24" L=73.22'CH=N44°26'06"W 69.41'
R=365.00' ǻ=2°34'06" L=16.36'
CH=N10°52'51"W 16.36'
R=1166.00' ǻ=4°28'14" L=90.98'
CH=N74°28'11"W 90.96'
R=834.00' ǻ=18°30'08" L=269.32'CH=N81°29'08"W 268.15'
S89°15'48"W 366.86'N00°44'12"W90.45'R=25.00' ǻ=90°00'00" L=39.27'
CH=N44°15'48"E 35.36'
R=25.00' ǻ=90°00'00" L=39.27'
CH=N45°44'12"W 35.36'
S72°14'04"E
N89°15'48"E 351.86'S11°32'39"E25.00'25.00'CD=321.52'
CB=S81°29'08"E
L=322.93'ǻ=18°30'08"R=1000.00'
R=1000.00'
ǻ=29°30'34"L=515.04'CB =S 86°59'21"E C D =5 0 9 .3 6 '
ǻ=15°02'46"
L=262.61'
CB=S79°45'27"E CD=261.85'
13.99'
ǻ=14°27'48"L =252.4 3'C B =N 8 5 °2 9 '1 6 "E C D =2 5 1 .7 6 'S02°43'12"W66.09'R=800.00'ǻ=14°15'51"L=199.17'CB=S04°24'44"ECD=198.65'121.22'25'25'25'25'2 5 '2 5 '25'25'
R=1025.00'ǻ=12°19'00"L=220.34'CB=S78°23'34"E CD=219.92'
S89°15'48"W
R=975.00'
ǻ=29°30'34"L=502.16'CB =N 86°59'21"W C D =4 9 6 .6 3 '
R=1025.00'ǻ =1 1 °4 4 '02"L =2 0 9 .9 2 'C B =N 8 4 °0 7 '2 3 "E C D =2 0 9 .5 5 'R=775.00'ǻ=14°15'51"L=192.94'CB=N04°24'44"WCD=192.44'R=825.00'ǻ=14°15'51"L=205.39'CB=S04°24'44"ECD=204.86'
N89°15'48"E 351.86'
351.86'
CD=313.49'
CB=S81°29'08"E
L=314.85'ǻ=18°30'08"R=975.00'
CD=329.56'
CB=N81°29'08"W
L=331.00'
ǻ=18°30'08"R=1025.00'
13.99'N72°14'04"W
13.99'
S72°14'04"E
R=25.00'
L=38.08'
ǻ=87°16'16"
CB=S40°54'56"E
CD=34.50'
R=25.00'
L=38.08'
ǻ=87°16'12"
CB=N46°21'18"E
CD=34.50'N02°43'12"E17.28'S02°43'12"W17.28'R=60.00'ǻ=47°09'23"L=49.38'CH=S12°02'02"W48.00'R=60.00'ǻ=47°09'23"L=49.38'CH=N35°07'21"W48.00'R=65.00'L=311.20'ǻ=274°18'46"CB=N78°27'21"ECD=88.40'N11°32'39"W29.57'S11°32'39"E29.57'S00°44'12"E141.00'S00°44'12"E141.00'114.16'
105.36'
120.36'
139.16'
N 7 8 °2 7 '2 1 "E
1 6 2 .5 3 'N00°44'12"W141.00'N00°44'12"W141.00'N00°54'00"E141.00'N07°02'00"E141.00'N13°10'00"E141.00'N17°20'00"E141.00'N24°07'00"E145.51'N 8 5 °4 4 '0 0 "E 1 4 8 .4 0 '
N 7 9 °2 6 '0 0 "E 1 5 6 .4 6 'N34°07'00"E158.00'N2
9
°
2
5
'
0
0
"W1
5
8
.
0
0
'
S 8 7 °0 3 '0 0 "W 1 5 8 .0 0 '
S 7 8 °2 7 '2 1 "W
1 8 0 .8 9 'N71°25'00"W
191.53'N11°44'38"W141.38'S10°16'00"E141.00'S04°08'00"E141.00'S02°00'00"W141.00'S08°08'00"W141.00'S14°22'00"W141.00'S16°15'00"W141.00'S11°15'00"W141.00'S06°15'00"W141.00'S01°15'00"W141.00'S00°44'12"E141.00'S00°44'12"E141.00'90.20'
90.20'
90.20'
90.20'
66.10'
CD=23.82'
CB=N89°55'06"W
ǻ=1°38'12"
L=23.82'
CD=27.85'
CB=S89°55'06"E
ǻ=1°38'12"
L=27.85'
66.10'CD=89.23'CB=N86°02'00"Wǻ=6°08'00"L=89.28'CD=104.32'CB=S86°02'00"Eǻ=6°08'00"L=104.37'CD=89.23'CB=N79°54'00"Wǻ=6°08'00"L=89.28'CD=104.32'CB=S79°54'00"Eǻ=6°08'00"L=104.37'CD=66.92'
CB=N74°32'02"W
ǻ=4°35'56"
L=66.94'
CD=7.73'
CB=S72°27'02"Eǻ=0°25'56"L=7.73'
CD=82.18'
CB=N74°41'08"W
ǻ=4°02'20"
L=82.19'
CD=111.73'
CB=S75°47'28"E
ǻ=6°14'55"
L=111.79'
CD=50.17'
CB=N43°10'56"W
ǻ=45°24'09"
L=51.51'
CD=100.54'
CB=S00°46'24"E
ǻ=6°59'12"
L=100.60'CD=100.78'CB=S81°44'00"Eǻ=5°38'09"L=100.82'C D =8 2 .4 5 'C B =N 0 0 °0 6 '2 0 "W
ǻ =1 8 °5 8 '5 7 "
L =8 2 .8 3 '
CD=90.67'
CB=S07°25'00"Eǻ=6°18'00"L=90.71'
C D =9 .4 3 '
C B =N 1 6 °1 9 '2 3 "W
ǻ =8 °1 8 '5 8 "
L =9 .4 3 '
C D =8 3 .3 3 'C B =N 0 6 °2 4 '1 7 "E
ǻ =2 1 °3 2 '1 5 "
L =8 3 .8 3 'C D =2 4 .5 4 'C B =S 2 4 °4 3 '4 8 "W
ǻ =2 1 °4 5 '5 0 "
L =2 4 .6 9 'C D =1 4 .0 8 '
C B =S 1 1 °0 3 '2 0 "E
ǻ =0 °5 8 '3 9 "
L =1 4 .0 8 'C D =3 3 .9 5 'C B =N 1 3 °1 6 '4 7 "E
ǻ =7 °4 7 '1 6 "
L =3 3 .9 8 'CD=193.83'
CB=N30°07'25"W
ǻ=51°31'09"
L=200.52'
CD=74.32'
CB=S21°01'03"E
ǻ=69°43'53"
L=79.11'
CD=234.80'
CB=N87°39'00"Wǻ=63°32'00"L=247.28'
CD=68.44'
CB=S87°39'00"E
ǻ=63°32'00"
L=72.08'
CD=234.80'
CB=S28°49'00"W
ǻ=63°32'00"
L=247.28'
CD=68.44'
CB=N28°49'00"E
ǻ=63°32'00"
L=72.08'
C D =4 1 .5 2 'C B =N 3 8 °2 7 '1 9 "W
ǻ =4 0 °2 9 '2 7 "
L =4 2 .4 0 'CD=60.78'
CB=N30°49'31"W
ǻ=55°45'02"
L=63.25'
CD=118.86'
CB=S18°24'24"Eǻ=30°54'48"L=120.32'
CD=131.04'
CB=N06°41'41"W
ǻ=9°41'57"
L=131.19'
C D =6 .9 8 'C B =N 1 4 °5 2 '3 8 "W
ǻ =6 °3 9 '5 6 "
L =6 .9 8 'CD=56.76'
CB=S09°38'50"E
ǻ=56°27'39"
L=59.13'
CD=59.86'CB=S48°30'23"Wǻ=59°50'46"L=62.67'
6 .8 1 'CD=178.70'
CB=N84°59'21"E
ǻ=10°00'07"
L=178.93'
CD=61.73'
CB=N00°26'15"E
ǻ=4°33'54"
L=61.75'
C D =3 0 .9 9 'C B =N 7 9 °0 7 '1 9 "E
ǻ =1 °4 3 '5 6 "
L =3 0 .9 9 'CD=25.14'CB=S78°59'41"Wǻ=1°28'38"L=25.14'CD=21.50'CB=N78°59'41"Eǻ=1°28'38"L=21.50'CD=104.32'CB=S82°48'00"Wǻ=6°08'00"L=104.37'CD=89.23'CB=N82°48'00"Eǻ=6°08'00"L=89.28'CD=104.32'CB=S88°56'00"Wǻ=6°08'00"L=104.37'CD=89.23'CB=N88°56'00"Eǻ=6°08'00"L=89.28'CD=104.32'CB=N84°56'00"Wǻ=6°08'00"L=104.37'CD=89.23'CB=S84°56'00"Eǻ=6°08'00"L=89.28'CD=106.02'CB=N78°45'00"Wǻ=6°14'00"L=106.07'CD=90.69'CB=S78°45'00"Eǻ=6°14'00"L=90.73'CD=27.11'CB=N72°59'32"Wǻ=1°30'56"L=27.11'CD=57.83'CB=N73°56'02"Wǻ=3°23'56"L=57.84'CD=49.47'CB=S73°56'02"Eǻ=3°23'56"L=49.47'CD=30.84'CB=S72°59'32"Eǻ=1°30'56"L=30.84'CD=89.42'CB=N76°15'00"Wǻ=5°00'00"L=89.45'CD=101.72'CB=S76°15'00"Eǻ=5°00'00"L=101.75'CD=89.42'CB=N81°15'00"Wǻ=5°00'00"L=89.45'CD=101.72'CB=S81°15'00"Eǻ=5°00'00"L=101.75'CD=89.42'CB=N86°15'00"Wǻ=5°00'00"L=89.45'CD=101.72'CB=S86°15'00"Eǻ=5°00'00"L=101.75'54.30'
CD=35.54'
CB=N89°44'36"W
ǻ=1°59'12"
L=35.54'
CD=40.43'
CB=S89°44'36"E
ǻ=1°59'12"
L=40.43'
54.30'
91.70'
91.70'
91.70'
91.70'
ǻ =4 °0 0 '5 2 "L =1 5 .6 2 'C H =S 3 5 °5 2 '1 3 "E 1 5 .6 2 'ǻ=10°49'18"L=12.28'CH=N71°17'39"W12.26'ǻ=0°25'54"L=8.79'CH=N72°27'01"W8.79'ǻ=4°35'56"L=78.26'CH=S74°32'02"E78.24'TRACT "O-1"
(OPEN SPACE)
19,487 S.F. (0.45 Ac.)
TRACT "O-2"
(OPEN SPACE)
18,119 S.F. (0.42 Ac.)
LOT 747 LOT 748 LOT 749 LOT 750
LOT 751
LOT 752
LOT 753
LOT 754
LOT 755 LOT 756 LOT 757
LOT 769
LOT 770
LOT 771
LOT 772
LOT 773
LOT 774
LOT 775
LOT 776
LOT 777
LOT 778
LOT 779
LOT 780
LOT 781LOT 782LOT 783LOT 860
12,718 S.F.12,718 S.F.12,963 S.F.13,652 S.F.
13,652 S.F.
13,375 S.F.
14,555 S.F.
23,848 S.F.
14,566 S.F.
18,771 S.F.
22,052 S.F.
25,229 S.F.
25,229 S.F.
17,856 S.F.
20,782 S.F.
30,375 S.F.
13,652 S.F.13,652 S.F.13,652 S.F.
13,875 S.F.
13,624 S.F.
13,480 S.F.
13,480 S.F.
13,480 S.F.13,013 S.F.12,930 S.F.12,930 S.F.
N =6 4 1 4 9 4 .7 5 (Y )
E =4 0 6 1 3 2 .9 6 (X )
N=641576.84(Y)
E=405324.64(X)
N=641571.99(Y)
E=404947.81(X)
N=641240.15(Y)
E=404962.08(X)
N=641244.86(Y)
E=405328.91(X)
N=641176.54(Y)
E=405695.08(X)
N=640995.41(Y)
E=405739.11(X)
N=640794.72(Y)
E=405299.06(X)
N=641088.32(Y)
E=405105.04(X)
N=641086.38(Y)
E=404954.05(X)
15'D.E.15'D.E.7.5'
7.5'7.5'7.5'5'L.M.E.5'L.M.E.5'L.M.E.R =7 5 '
R=370'15'L.M .E .1
5'
L.
M
.
E
.
1 5 'L .M .E .
5 'L .M .E .5'L.M.E.5'L.M.E.5 'L .M .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.10'P.U.E.
10'P.U.E.10'P.U.E.10'P.U.E.1 0 'P .U .E .10'P.U .E.10'P.U.E.10'P.U.E.
15'D.E.
7.5'7.5'
WEST QUARTER COR.
SEC. 24 (C.C.R. #22088)
FD. 4"x 4" C.M. (W/ 5/8" I.R.)
N=643391.47(Y)
E=404756.89(X)
SOUTHWEST COR.
SEC. 24 (C.C.R. #22075)
FD. 4"x 4" C.M. (TOP BROKEN)
25
23 24
N=640692.83(Y)
E=404791.60(X)
26 N00°44'12"W2698.83'(M)S89°15'48"W
167.50'(TIE)N00°44'12"W877.07'(TIE)(SEC.COR.TO1/4SEC.COR.)260.88'(TIE)
36.5'
(P)
23.5'
(P)
36.5'
(P)
23.5'
(P)
LOT 758
LOT 768
LOT 862
LOT 863
LOT 864
LOT 865
LOT 866
LOT 867
LOT 868
LOT 861
SHEET 3 OF 6
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 LOTS 747 THROUGH 783 AND TRACT "F-2", ISLES OFCOLLIER PRESERVE PHASE 10, AS RECORDED IN PLAT BOOK 62,PAGES 41 THROUGH 53, 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 11 PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH11\23420P01.03-06.DWG - TUE. 5-22-2018 - 2:04 PM
N
3 4
5
6
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 OR 10)
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 MatchSeeSheet4of6LineSee Sheet 5 of 6
16.A.2.b
Packet Pg. 480 Attachment: Plat Map (5812 : Final Plat - Isles of Collier Preserve Phase 11)
"Isles of CollierPreserve Phase 7"(P.B. 60, PG. 49, C.C.R.)
TRACT "L"
(LAKE, L.M.E. & D.E.)(P)
Township 50 South, Range 25 EastSection 24SW 1/4
EASEMENT 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)
D r i v e
C a y sPlana
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)"Isles of Collier Preserve Phase 10"(P.B. 62, PG. 41, C.C.R.)
R=350.00'
L=155.88'
ǻ=25°31'02"
CB=N88°48'43"W
CD=154.59'
R=350.00'L=157.44'ǻ=25°46'23"
CB=N65°22'10"E
CD=156.11'
N 7 8 °1 5 '2 2 "E 1 1 3 .7 8 '
R =8 3 4 .0 0 '
C D =401.77'CB=S11°47'07"EL=900.88'
ǻ=231°27'49"
R=223.00'
S 7 8 °2 5 '4 6 "W
1 5 3 .3 7 '
N 7 8 °1 5 '2 2 "E
3 6 2 .9 2 'R =1 0 0 0 .0 0 '25'25'
S 7 8 °1 5 '2 2 "W
N 7 8 °1 5 '2 2 "E
2 7 1 .2 7 'R =9 7 5 .0 0 'R =1 0 2 5 .0 0 '2 7 1 .2 7 'R =6 0 .0 0 'L =4 9 .3 8 'ǻ =4 7 °0 9 '2 3 "
C B =S 5 4 °4 0 '4 0 "W
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 7 8 °0 9 '5 7 "E
C D =4 8 .0 0 'R=65.00'ǻ=274°18'46"L=311.20'CB=N11°44'38"WCD=88.40'N11°44'38"W141.38'N11°44'38"W141.19'N11°44'38"W143.10'N11°44'38"W164.48'N11°44'38"W158.83'
N66°52'00"W
158.00'S49°36'00"W 158.00'S13°56'00"E158.00'S11°44'38"E169.48'S11°44'38"E144.32'S11°44'38"E141.00'S10°16'00"E141.00'
6 .8 1 '9 0 .2 0 '5 9 .2 2 'C D =3 0 .9 9 'C B =N 7 9 °0 7 '1 9 "E
ǻ =1 °4 3 '5 6 "
L =3 0 .9 9 '5 6 .3 6 'C D =3 3 .8 9 'C B =S 8 1 °1 2 '1 4 "W
ǻ =5 °3 2 '5 7 "
L =3 3 .9 0 '9 0 .2 0 'CD=92.70'CB=N88°24'42"Wǻ=15°13'11"L=92.97'
9 0 .2 0 'CD=29.00'CB=N78°25'39"Wǻ=4°44'54"L=29.01'CD=87.13'CB=N87°19'11"Wǻ=22°31'57"L=87.70'
CD=40.45'
CB=S72°43'06"E
ǻ=36°15'40"
L=41.14'
3 1 .6 5 'CD=217.18'
CB=S52°16'26"W
ǻ=58°16'51"
L=226.83'
CD=70.82'
CB=N56°08'32"E
ǻ=66°01'04"
L=74.89'
CD=68.44'
CB=N08°38'00"Wǻ=63°32'00"L=72.08'
CD=234.80'
CB=S08°38'00"E
ǻ=63°32'00"
L=247.28'
CD=68.44'
CB=N72°10'00"W
ǻ=63°32'00"
L=72.08'
CD=234.80'
CB=S72°10'00"E
ǻ=63°32'00"
L=247.28'
1 9 .1 9 'CD=49.71'
CB=S53°34'59"Wǻ=44°58'01"L=51.01'CD=91.14'CB=S64°16'29"Wǻ=23°35'01"L=91.79'CD=15.26'CB=N53°43'54"Eǻ=2°29'51"L=15.26'
9 0 .2 0 'CD=93.64'CB=N62°40'06"Eǻ=15°22'33"L=93.93'
9 1 .7 0 'CD=48.22'CB=N74°18'22"Eǻ=7°53'59"L=48.26'
4 3 .6 0 'CD=25.14'CB=S78°59'41"Wǻ=1°28'38"L=25.14'
7 0 .1 8 '7 0 .1 8 'CD=21.50'CB=N78°59'41"Eǻ=1°28'38"L=21.50'
LOT 758
LOT 759
LOT 760
LOT 761
LOT 762
LOT 763
LOT 764
LOT 765LOT 766
LOT 767
LOT 768
12,728 S.F.
12,766 S.F.
13,681 S.F.19,167 S.F.
23,834 S.F.
25,229 S.F.
25,229 S.F.
18,161 S.F.
13,956 S.F.
12,983 S.F.
13,184 S.F.
N =6 4 1 4 9 4 .7 5 (Y )
E =4 0 6 1 3 2 .9 6 (X )
N=641189.66(Y)
E=406468.33(X)
N=641582.97(Y)
E=406386.27(X)
1 5 'D .E .
7 .5 '7 .5 '5'L.M.E.R=370'R=370'1
5
'
L
.M.E.
1 5 'L .M .E .15'L.M.E.5'L.M.E.10'P.U.E.10'P.U.E.1
0
'
P
.U.
E
.10'P.U.E.1 0 'P .U .E .LOT 757
LOT 769
SHEET 4 OF 6
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 LOTS 747 THROUGH 783 AND TRACT "F-2", ISLES OFCOLLIER PRESERVE PHASE 10, AS RECORDED IN PLAT BOOK 62,PAGES 41 THROUGH 53, 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 11 PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH11\23420P01.03-06.DWG - TUE. 5-22-2018 - 2:04 PM
N
3 4
5
6
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 OR 10)
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 MatchLineSeeSheet3of616.A.2.b
Packet Pg. 481 Attachment: Plat Map (5812 : Final Plat - Isles of Collier Preserve Phase 11)
Township 50 South, Range 25 EastSection 25NW 1/4
Township 50 South, Range 25 EastSection 24SW 1/4
EASEMENT 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)AntiguaWay
Way
Antigua
1 0 'P .U .E .(P )10'P.U.E.(P)10'P.U.E.(P)10'P.U.E.(P)TRACT "F-1"
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)(P)
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)"Isles of Collier Preserve Phase 10"(P.B. 62, PG. 41, C.C.R.)
"Isles of Collier Preserve Phase 10"(P.B. 62, PG. 41, C.C.R.)
N89°15'48"E 151.00'
R=1523.50'
N66°10'49"W
503.91'R=476.50'ǻ=65°26'37"L
=
5
4
4
.
2
6'
C
B
=
N
33°27'31"
W
CD=515.15'R=325.50'ǻ=65°26'37"L
=
3
7
1
.
7
9
'
C
B
=
S
33°2
7'31"
E
CD=351.90'
S66°10'49"E
503.91'
R=1674.50'S28°00'00"W151.00'S25°10'00"W151.00'S23°49'11"W151.00'S23°49'11"W151.00'S23°49'11"W151.00'S23°49'11"W151.00'S23°49'11"W151.00'S23°49'11"W151.00'S23°49'11"W151.00'S36°35'00"W151.00'S49°27'00"W 151.00'S 6 2°19'00 "W 15 1.00 'S 7 5 °1 1 '0 0 "W 1 5 1 .0 0 'CD=75.33'CB=N63°25'00"Wǻ=2°50'00"L=75.34'CD=82.80'CB=S63°25'00"Eǻ=2°50'00"L=82.81'40.00'CD=35.81'CB=N65°30'25"Wǻ=1°20'49"L=35.82'CD=39.36'CB=S65°30'25"Eǻ=1°20'49"L=39.37'40.00'
76.20'
76.20'
76.20'
76.20'
79.20'
79.20'
79.20'
79.20'
76.20'
76.20'
76.20'
76.20'CD=105.93'CB=N59°47'55"Wǻ=12°45'49"L=106.15'0.71'CD=72.36'CB=S59°47'55"Eǻ=12°45'49"L=72.51'CD=106.78'CB=N46°59'00"Wǻ=12°52'00"L=107.01'CD=72.94'CB=S46°59'00"Eǻ=12°52'00"L=73.10'C D =106.78'CB=N 34°07'00"W
ǻ=12°52'00"L=107.01'CD=72.94'CB=S34°07'00"Eǻ=12°52'00"L=73.10'C D =1 0 6 .7 8 'C B =N 2 1 °1 5 '0 0 "W
ǻ =1 2 °5 2 '0 0 "L =1 0 7 .0 1 'C D =7 2 .9 4 'C B =S 2 1 °1 5 '0 0 "E
ǻ =1 2 °5 2 '0 0 "L =7 3 .1 0 'C D =1 1 6 .8 0 '
C B =N 0 7 °4 6 '3 6 "W
ǻ =1 4 °0 4 '4 8 "
L =1 1 7 .1 0 '
C D =7 9 .7 9 '
C B =S 0 7 °4 6 '3 6 "E
ǻ =1 4 °0 4 '4 8 "
L =7 9 .9 9 '0.71'LOT 861
LOT 862
LOT 863
LOT 864
LOT 865
LOT 866
LOT 867
LOT 868
LOT 869
LOT 870
LOT 872
LOT 873
LOT 871
11,940 S.F.
11,716 S.F.
11,506 S.F.
11,506 S.F.
11,959 S.F.
11,959 S.F.
11,506 S.F.
11,506 S.F.
13,596 S.F.
13,598 S.F.
13,598 S.F.
13,598 S.F.
14,880 S.F.
N=640591.21(Y)
E=405760.06(X)
N=640794.72(Y)
E=405299.06(X)
N=641088.32(Y)
E=405105.04(X)
N=641086.38(Y)
E=404954.05(X)
N=640656.59(Y)
E=405238.08(X)
N=640453.07(Y)
E=405699.07(X)
15'D.E.
7.5'
7.5'
5 'L .M .E .5'L.M.E.5'L.M.E.5'L.M.E10'P.U.E.1 0 'P .U .E .10'P.U.E.10'P.U.E.25
23 24
N=640692.83(Y)
E=404791.60(X)
26
WEST QUARTER COR.
SEC. 24 (C.C.R. #22088)
FD. 4"x 4" C.M. (W/ 5/8" I.R.)
N=643391.47(Y)
E=404756.89(X)N00°44'12"W2698.83'(M)S89°15'48"W
167.50'(TIE)N00°44'12"W391.42'(TIE)(SEC.COR.TO1/4SEC.COR.)SOUTH QUARTER COR.
SEC. 24 (C.C.R. #22085)
FD. 4"x 4" C.M.
W/DISC & SCREW
(1/4 SEC.COR.TO SEC.COR.)
S89°42'21"W 2664.12'(M)
243.03'(TIE)
260.88'(TIE)
1934.32'(TIE)
SOUTHWEST COR.
SEC. 24 (C.C.R. #22075)
FD. 4"x 4" C.M. (TOP BROKEN)
LOT 874
SHEET 5 OF 6
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 LOTS 747 THROUGH 783 AND TRACT "F-2", ISLES OFCOLLIER PRESERVE PHASE 10, AS RECORDED IN PLAT BOOK 62,PAGES 41 THROUGH 53, 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 11 PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH11\23420P01.03-06.DWG - TUE. 5-22-2018 - 2:05 PM
N
3 4
5
6
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 OR 10)
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 MatchLineSeeSheet6of616.A.2.b
Packet Pg. 482 Attachment: Plat Map (5812 : Final Plat - Isles of Collier Preserve Phase 11)
Township 50 South, Range 25 EastSection 25NW 1/4
AntiguaWay18.5'(P)41.5'(P)60'(P)
(P.B. 56, PG. 80, C.C.R.)
"Isles of CollierPreserve Phase 2"
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)
10'
P.U.E.(P)
"Isles of CollierPreserve Phase 7"(P.B. 60, PG. 49, C.C.R.)
TRACT "L"
(LAKE, L.M.E. & D.E.)(P)
10'
P.U.E.(P)
5'(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)W
ay
A
ntig
u
a
TRACT "F-1"
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)(P)"Isles of Collier Preserve Phase 10"(P.B. 62, PG. 41, C.C.R.) of Colliereserve Phase 10". 62, PG. 41, C.C.R.
10'L.M.E.(P)S46°13'19"W151.00'N
43°46'41"
W
394.96'
C
D
=591.89'
CB=N54°58'45"W
L=595.68'
ǻ=22°24'08"
R=1523.50'
C
D
=650.56'
CB=S54°58'45"E
L=654.72'
ǻ=22°24'08"
=1674.50'
S
43°46'41"
E
394.96'N46°13'19"E34.59'
34.59'151.00'S46°13'19"W151.00'S46°13'19"W151.00'S46°13'19"W151.00'S46°13'19"W151.00'S45°14'00"W151.00'S42°24'00"W151.00'S39°34'00"W151.00'S36°44'00"W151.00'S33°47'00"W151.00'S30°50'00"W151.00'S28°00'00"W151.00'79.20'
79.20'
79.20'
79.20'
76.20'
76.20'
76.20'
76.20'CD=26.29'CB=N44°16'20"Wǻ=0°59'19"L=26.29'49.56'
49.56'CD=28.89'CB=S44°16'20"Eǻ=0°59'19"L=28.89'CD=75.33'CB=N46°11'00"Wǻ=2°50'00"L=75.34'CD=82.80'CB=S46°11'00"Eǻ=2°50'00"L=82.81'CD=75.33'CB=N49°01'00"Wǻ=2°50'00"L=75.34'CD=82.80'CB=S49°01'00"Eǻ=2°50'00"L=82.81'CD=75.33'CB=N51°51'00"Wǻ=2°50'00"L=75.34'CD=82.80'CB=N51°51'00"Wǻ=2°50'00"L=82.81'CD=78.43'CB=N54°44'30"Wǻ=2°57'00"L=78.44'CD=86.21'CB=S54°44'30"Eǻ=2°57'00"L=86.22'CD=78.43'CB=N57°41'30"Wǻ=2°57'00"L=78.44'CD=86.21'CB=S57°41'30"Eǻ=2°57'00"L=86.22'CD=75.33'CB=N60°35'00"Wǻ=2°50'00"L=75.34'CD=82.80'CB=S60°35'00"Eǻ=2°50'00"L=82.81'LOT 874
LOT 875
LOT 876
LOT 877
LOT 878
LOT 879
LOT 880
LOT 881
LOT 882
LOT 883
LOT 884
11,959 S.F.
11,959 S.F.
11,506 S.F.
11,506 S.F.
11,651 S.F.
11,940 S.F.
11,940 S.F.
11,940 S.F.
12,432 S.F.
12,432 S.F.
11,940 S.F.
N=640591.21(Y)
E=405760.06(X)
N=640453.07(Y)
E=405699.07(X)
N
=
64011
3.40(Y)
E
=
4061
83.80(X)
N
=
6
39828.22(Y)
E
=
4
06457.07(X)
N=639932.70(Y)
E=406566.09(X)
N=640217.87(Y)
E=406292.83(X)
15'D.E.
15'
D.E.
7.5'
7.5'
7.5'
7.5'5'L.M.E.5'L.M.E.5'L.M.E.5'L.M.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.(P)In
dies
A
ve
n
u
e
TRACT "F-1"
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)(P)
(OPEN SPACE)(P)
TRACT "O-3"
TRACT "L-1"
(LAKE, L.M.E. & D.E.)(P)
.B. 63, PG. 91, C.C.Preserve Phase 9
LOT 873
SHEET 6 OF 6
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 LOTS 747 THROUGH 783 AND TRACT "F-2", ISLES OFCOLLIER PRESERVE PHASE 10, AS RECORDED IN PLAT BOOK 62,PAGES 41 THROUGH 53, 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 11 PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH11\23420P01.03-06.DWG - TUE. 5-22-2018 - 2:05 PM
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 OR 10)
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
3 4
5
6
MatchLineSeeSheet5of616.A.2.b
Packet Pg. 483 Attachment: Plat Map (5812 : Final Plat - Isles of Collier Preserve Phase 11)
Page 1 of 3
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
I. EARTHWORK
110-2 Erosion Control 1 LS $6,500.00 $6,500.00
575-1 Sodding 6,978 SY $1.85 $12,909.30
$19,409.30
II.ROADWAY
160-1 Type "B" Stabilization (12")7,061 SY $2.00 $14,122.00
200-1 Limerock Base w/Prime Coat (6")558 SY $7.00 $3,906.00
331-1 Asphalt Concrete Type S-III 1" (1st Lift)5,319 SY $4.50 $23,935.50
331-2 Asphalt Concrete Type S-III 3/4" (Final Lift) 5,319 SY $3.75 $19,946.25
331-3 Brick Pavers 240 SY $50.00 $12,000.00
520-1 Valley Gutter (2' Wide)3,998 LF $12.00 $47,976.00
520-2 Type "F" Curb 236 LF $9.00 $2,124.00
520-3 Type "A" Curb 306 LF $9.00 $2,754.00
522-1 4" Concrete Sidewalk 164 SY $20.00 $3,280.00
522-2 ADA Ramps w/ Detectable Warning 2 EA $450.00 $900.00
700-1 Signing and Pavement Markings 1 LS $3,800.00 $3,800.00
$134,743.75
III.DRAINAGE
425-1 Valley Gutter Inlet 8 EA $3,500.00 $28,000.00
425-5 24" Endwall 4 EA $1,800.00 $7,200.00
430-1 18" RCP Storm Sewer 83 LF $39.00 $3,237.00
ENGINEER'S OPINION OF PROBABLE COST
for the construction of
SUB-TOTAL:
April 24, 2018
SUB-TOTAL
Plat Bond
Isles of Collier Preserve Phase 11
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Packet Pg. 484 Attachment: Opinion of Probable Cost (5812 : Final Plat - Isles of Collier Preserve Phase 11)
Page 2 of 3
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
430-2 24" RCP Storm Sewer 737 LF $50.00 $36,850.00
$75,287.00
IV.
B.8" DR-18 PVC Watermain 1,127 LF $17.00 $19,159.00
C.8" Gate Valve 4 EA $1,800.00 $7,200.00
D.Fire Hydrant Assembly 9 EA $4,500.00 $40,500.00
E.Single Water Services 6 EA $450.00 $2,700.00
F.Double Water Service 16 EA $900.00 $14,400.00
G.10" DR-14 PVC Watermain 50 LF $28.00 $1,400.00
H. 10" DR-18 PVC Watermain 924 LF $25.00 $23,100.00
I. 10" Gate Valve 1 EA $2,000.00 $2,000.00
M.Permanent Bacterial Sample Point 1 EA $1,200.00 $1,200.00
O.Permanent Automatic Flushing Device 2 EA $6,500.00 $13,000.00
$124,659.00
V.
A.8" SDR 26 Sanitary Sewer 1,852 LF $70.00 $129,640.00
B.4' Sanitary Manhole 7 EA $7,400.00 $51,800.00
C.6" Sewer Service (Single)10 EA $550.00 $5,500.00
D.6" Sewer Service (Double)14 EA $800.00 $11,200.00
$198,140.00
VI.
A.10' Height Buffer Tree 8 EA $500.00 $4,000.00
B.Buffer Hedge 1 LS $1,750.00 $1,750.00
C.Melaleuca Mulch 1 LS $250.00 $250.00
D.Irrigation 1 LS $4,000.00 $4,000.00
$6,000.00
SEWER SYSTEM
SUB-TOTAL:
SUB-TOTAL:
SUB-TOTAL:
LANDSCAPING
SUB-TOTAL:
WATERLINE AND ACCESSORIES
16.A.2.c
Packet Pg. 485 Attachment: Opinion of Probable Cost (5812 : Final Plat - Isles of Collier Preserve Phase 11)
Page 3 of 3
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
VII.SITE LIGHTING
A.FPL Town & Country Street Lights 27 EA $900.00 $24,300.00
$24,300.00
$582,539.05
$58,253.91
$640,792.96
________________________________
Timothy B. Gavin, P.E.
Certificate of Authorization No. 7995
TOTAL:
SUB-TOTAL:
10% BOND TOTAL:
Fort Myers, FL 33902-2800
For the Firm
Estimated Date of Completion: 11/18
Barraco and Associates, Inc.
2271 McGregor Boulevard
P.O. Drawer 2800
BOND TOTAL:
Florida P.E. No. 70675
16.A.2.c
Packet Pg. 486 Attachment: Opinion of Probable Cost (5812 : Final Plat - Isles of Collier Preserve Phase 11)