Agenda 02/14/2017 Item #16A 602/14/2017
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 10, (Application Number
PL20160001842), 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 10, a subdivision of lands located in Section 25, Township 50 South,
Range 25 East, and Sections 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 10. These documents are in compliance with the County Land Development Code (LDC)
and Chapter 177, Florida Statutes. This project is within the Sabal Bay PUD, Ord. 05-59, 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 LDC.
Staff recommends that the final plat of Isles of Collier Preserve Phase 10 be approved for recording.
FISCAL IMPACT: The project cost is $4,466,291.25 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $1,988,860.00
b) Drainage, Paving, Grading $2,477,431.25
The Security amount, equal to 110% of the
project cost, is $4,912,920.38
The County will realize revenues as follows:
Fund: Growth Management Fund 131
Agency: County Manager
Cost Center: 138327 -- Land Development Services
Revenue generated by this project: Total: $135,958.74
16.A.6
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02/14/2017
The Fees are based on a construction estimate of $4,466,291.25 and were paid in September, 2016.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,970.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 14,916.45
c) Drainage, Paving, Grading
(.75% const. est.) $ 18,580.73
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $ 44,749.35
e) Drainage, Paving, Grading
(2.25% const. est.) $ 55,742.20
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: This item has been approved as to form and legality, and requires a
majority vote for Board approval. - SAS
RECOMMENDATION: To approve the final plat of Isles of Collier Phase 10 (Application Number
PL20160001842), for recording with the following stipulations:
1. To approve the amount of $4,912,920.38, 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. To 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 LDC.
Prepared by: John Houldsworth, Senior Site Plans Reviewer, Development Review Division, Growth
Management Department
ATTACHMENT(S)
1. Location Map (PDF)
2. Opinion of Probable Cost (PDF)
3. Plat Map (PDF)
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02/14/2017
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.6
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 10, (Application Number
PL20160001842) approval of the standard form Construction and Maintenance Agreement and approval
of the amount of the performance security.
Meeting Date: 02/14/2017
Prepared by:
Title: Site Plans Reviewer, Senior – Growth Management Development Review
Name: John Houldsworth
01/10/2017 12:08 PM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
01/10/2017 12:08 PM
Approved By:
Review:
Growth Management Department Judy Puig Level 1 Division Reviewer Completed 01/10/2017 4:24 PM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 01/17/2017 12:21 PM
Growth Management Development Review Chris Scott Additional Reviewer Completed 01/17/2017 12:49 PM
Growth Management Department Matthew McLean Additional Reviewer Completed 01/18/2017 8:36 AM
Growth Management Department Jeanne Marcella Level 2 Division Administrator Completed 01/18/2017 2:35 PM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 01/18/2017 3:45 PM
Growth Management Department James French Additional Reviewer Completed 01/19/2017 8:27 AM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 01/20/2017 11:03 AM
Budget and Management Office Mark Isackson Additional Reviewer Completed 01/25/2017 11:14 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 01/25/2017 2:04 PM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 01/26/2017 1:16 PM
Board of County Commissioners MaryJo Brock Meeting Pending 02/14/2017 9:00 AM
16.A.6
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Packet Pg. 445 Attachment: Location Map (2569 : Final Plat Isles of Collier Preserve 10)
Page 1 of 4
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
I. EARTHWORK
110-2 Erosion Control 1 LS $20,000.00 $20,000.00
575-1 Sodding 46,655 SY $1.85 $86,311.75
$106,311.75
II.ROADWAY
160-1 Type "B" Stabilization (12")33,703 SY $2.00 $67,406.00
200-1 Limerock Base w/Prime Coat (6")26,604 SY $7.00 $186,228.00
331-1 Asphalt Concrete Type S-III 1" (1st Lift)25,892 SY $4.50 $116,514.00
331-2 Asphalt Concrete Type S-III 3/4" (Final Lift) 25,892 SY $3.75 $97,095.00
331-3 Brick Pavers 667 SY $32.00 $21,344.00
520-1 Valley Gutter (2' Wide)12,117 LF $12.00 $145,404.00
520-2 Type "F" Curb 8,389 LF $9.00 $75,501.00
520-3 Type "A" Curb 765 LF $9.00 $6,885.00
520-4 Type "D" Curb 209 LF $15.00 $3,135.00
520-5 1' Ribbon Curb 80 LF $6.00 $480.00
522-1 4" Concrete Sidewalk 13,833 SY $20.00 $276,660.00
522-2 ADA Ramps w/ Detectable Warning 21 EA $450.00 $9,450.00
700-1 Signing and Pavement Markings 1 LS $5,000.00 $5,000.00
$1,011,102.00
ENGINEER'S OPINION OF PROBABLE COST
for the construction of
SUB-TOTAL:
December 6, 2016
Plat Bond
Isles of Collier Preserve Phase 10
SUB-TOTAL
16.A.6.b
Packet Pg. 446 Attachment: Opinion of Probable Cost (2569 : Final Plat Isles of Collier Preserve 10)
Page 2 of 4
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
III.DRAINAGE
425-1 Valley Gutter Inlet 21 EA $3,500.00 $73,500.00
425-2 Type "9" Inlet 15 EA $2,900.00 $43,500.00
425-3 18" Endwall 10 EA $1,500.00 $15,000.00
425-4 30" Endwall 7 EA $2,200.00 $15,400.00
425-5 24" Endwall 6 EA $1,800.00 $10,800.00
430-1 18" RCP Storm Sewer 1,734 LF $39.00 $67,626.00
430-2 30" RCP Storm Sewer 1,024 LF $65.00 $66,560.00
430-3 24" RCP Storm Sewer 870 LF $50.00 $43,500.00
430-4 Concrete Ditch Block 1 LS $3,500.00 $3,500.00
430-5 8" ADS 411 LF $17.50 $7,192.50
430-6 Yard Drain 4 EA $550.00 $2,200.00
430-7 8" FES 2 EA $375.00 $750.00
$349,528.50
IV.
A.8" DR-14 PVC Watermain 243 LF $19.00 $4,617.00
B.8" DR-18 PVC Watermain 3,490 LF $17.00 $59,330.00
C.8" Gate Valve 11 EA $1,800.00 $19,800.00
D.Fire Hydrant Assembly 28 EA $3,500.00 $98,000.00
E.Single Water Service 21 EA $600.00 $12,600.00
F.Double Water Service 92 EA $900.00 $82,800.00
G.10" DR-14 PVC Watermain 47 LF $45.00 $2,115.00
H. 10" DR-18 PVC Watermain 1,510 LF $30.00 $45,300.00
I. 10" Gate Valve 4 EA $1,800.00 $7,200.00
J.12" DR-18 PVC Watermain 5,161 LF $30.00 $154,830.00
WATERLINE AND ACCESSORIES
SUB-TOTAL:
16.A.6.b
Packet Pg. 447 Attachment: Opinion of Probable Cost (2569 : Final Plat Isles of Collier Preserve 10)
Page 3 of 4
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
K.12" DR-14 PVC Watermain 264 LF $35.00 $9,240.00
L.12" Gate Valve 10 EA $2,300.00 $23,000.00
M.Permanent Bacterial Sample Point 4 EA $1,200.00 $4,800.00
N.Air Release Valve 3 EA $1,500.00 $4,500.00
O.Permanent Automatic Flushing Device 5 EA $6,500.00 $32,500.00
$560,632.00
V.
A.8" SDR 26 Sanitary Sewer 9,532 LF $70.00 $667,240.00
B.4" DR-18 PVC Forcemain 2,322 LF $15.00 $34,830.00
C.4" DR-14 PVC Forcemain 41 LF $18.00 $738.00
D.4" Plug Valve 8 EA $900.00 $7,200.00
E.4' Sanitary Manhole 42 EA $7,400.00 $310,800.00
F.6" Sewer Service (Single)26 EA $550.00 $14,300.00
G.6" Sewer Service (Double)89 EA $800.00 $71,200.00
H.Lift Station 1 EA $180,000.00 $180,000.00
I. Lift Station (less Wetwell)1 EA $140,000.00 $140,000.00
J.6" DR-18 PVC Forcemain 46 LF $20.00 $920.00
K.6" Sanitary Sewer Clean Out 4 EA $250.00 $1,000.00
$1,428,228.00
VI.
A.Littoral Shelf Planting Area 141,199 SF $4.00 $564,796.00
B.10' Height Buffer Tree 318 EA $250.00 $79,500.00
C.5' Height Buffer Shrub 800 EA $100.00 $80,000.00
D.Melaleuca Mulch 128 CY $40.00 $5,120.00
$729,416.00
LANDSCAPING
SUB-TOTAL:
SEWER SYSTEM
SUB-TOTAL:
SUB-TOTAL:
16.A.6.b
Packet Pg. 448 Attachment: Opinion of Probable Cost (2569 : Final Plat Isles of Collier Preserve 10)
Page 4 of 4
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
VII.
A..4" Gate Valve 13 EA $1,100.00 $14,300.00
B.4" DR-18 Irrigation Main 442 LF $11.00 $4,862.00
C.4" DR-14 Irrigation Main 357 LF $13.00 $4,641.00
D.10" DR-18 Irrigation Main 5,386 LF $25.00 $134,650.00
E.10" DR-14 Irrigation Main 40 LF $28.00 $1,120.00
F.4"Air Release Valve 10 EA $1,200.00 $12,000.00
G.Single Irrigation Service 24 EA $1,000.00 $24,000.00
$195,573.00
VIII.SITE LIGHTING
A.FPL Town & Country Street Lights 95 EA $900.00 $85,500.00
$85,500.00
$4,466,291.25
$446,629.13
$4,912,920.38
Florida P.E. No. 70675
SUB-TOTAL:
TOTAL:
SUB-TOTAL:
10% BOND TOTAL:
Fort Myers, FL 33902-2800
IRRIGATION SYSTEM
________________________________
Timothy B. Gavin, P.E.
Certificate of Authorization No. 7995
For the Firm
Estimated Date of Completion: 6/17
Barraco and Associates, Inc.
2271 McGregor Boulevard
P.O. Drawer 2800
BOND TOTAL:
16.A.6.b
Packet Pg. 449 Attachment: Opinion of Probable Cost (2569 : Final Plat Isles of Collier Preserve 10)
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_________________, 2017 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 13
DESCRIPTION
A tract or parcel of land being a portion of Tract “F” as shown on the record plat of Isles of
Collier Preserve Phase 7, recorded in Plat Book 60, at Page 49 of the Public Records of
Collier County, Florida and a tract or parcel of land lying in Section 25, Township 50 South,
Range 25 East, all in Collier County, Florida, lying in Sections 24 and 25, Township 50
South, Range 25 East, Collier County, Florida, said tract or parcel of land being more
particularly described as follows:
Beginning at the Southwest corner of said Section 24 run along the Westerly and Northerly
line of said Tract “F”, the following three (3) courses: N00°44'12"W also being along the
West line of the Southwest Quarter (SW 1/4) of said Section 24 for 2,698.83 feet;
N00°39'06"W also being along the West line of the of the Northwest Quarter (NW 1/4) of
said Section 24 for 753.56 feet to the Southwest corner of lands described in deed recorded
in Official Records Book 1027, at Page 678, Collier County Records, and N89°35'27"E also
being along the South line of said lands for 1,290.01 feet to the Southeast corner of said
lands and an intersection with the Westerly line of the record plat of Isles of Collier Preserve
Phase 8, recorded in Plat Book 61, at Page 52 of the Public Records of Collier County,
Florida; thence run along said Westerly line the following three (3) courses: S00°39'06"E for
71.62 feet to a point on a non-tangent curve; Southwesterly along an arc of a curve to the
left of radius 736.50 feet (delta 11°22'52") (chord bearing S61°44'22"W) (chord 146.06 feet)
for 146.30 feet to a point on a radial line and S33°57'04"E for 60.00 feet to a point on a
radial curve and an intersection with the Easterly line of said Tract “F”; thence run along said
Easterly line of said Tract “F” the following nineteen (19) courses: Southwesterly along an
arc of a curve to the left of radius 676.50 feet (delta 49°35'13") (chord bearing S31°15'19"W)
(chord 567.38 feet) for 585.48 feet; S85°33'30"E along a non-tangent line for 163.58 feet;
S04°26'30"W for 519.68 feet to a point of curvature; Southerly along an arc of a curve to the
right of radius 887.50 feet (delta 10°30'37") (chord bearing S09°41'48"W) (chord 162.58
feet) for 162.80 feet; S85°38'22"E along a non-tangent line for 926.69 feet to a point of
curvature; Southeasterly along an arc of a curve to the right of radius 238.50 feet (delta
78°34'42") (chord bearing S46°21'02"E) (chord 302.05 feet) for 327.09 feet to a point on a
non-tangent curve; Southerly along an arc of a curve to the left of radius 350.00 feet (delta
07°48'12") (chord bearing S01°19'50"E) (chord 47.63 feet) for 47.67 feet to a point on a
non-tangent curve; Southerly along an arc of a curve to the right of radius 238.50 feet (delta
24°39'55") (chord bearing S16°43'59"W) (chord 101.88 feet) for 102.67 feet to a point of
tangency; S29°03'56"W for 436.37 feet to a point of curvature; Southerly along an arc of a
curve to the left of radius 328.00 feet (delta 61°20'06") (chord bearing S01°36'07"E) (chord
334.60 feet) for 351.12 feet to a point of tangency; S32°16'09"E for 135.06 feet to a point of
curvature; Southerly along an arc of a curve to the right of radius 238.50 feet (delta
83°31'51") (chord bearing S09°29'46"W) (chord 317.72 feet) for 347.71 feet to a point of
tangency; S51°15'42"W for 561.66 feet to a point of curvature; Southwesterly along an arc
of a curve to the left of radius 328.00 feet (delta 19°12'14") (chord bearing S41°39'35"W)
(chord 109.42 feet) for 109.94 feet to a point of tangency; S32°03'28"W for 318.97 feet to a
point of curvature; Southerly along an arc of a curve to the left of radius 30.00 feet (delta
89°00'01") (chord bearing S12°26'33"E) (chord 42.05 feet) for 46.60 feet to a point of
reverse curvature; Southeasterly along an arc of a curve to the right of radius 1,689.50 feet
(delta 13°09'52") (chord bearing S50°21'37"E) (chord 387.33 feet) for 388.19 feet to a point
of tangency; S43°46'41"E for 447.95 feet and S46°13'19"W for 141.00 feet to an intersection
with the Westerly line of the record plat of Isles of Collier Preserve Phase 9, recorded in Plat
Book __, at Page __ of the Public Records of Collier County, Florida; thence run along said
Westerly line the following twelve (12) courses: N43°46'41"W for 10.00 feet to a point on a
radial curve; Westerly along an arc of a curve to the right of radius 15.00 feet (delta
90°00'00") (chord bearing N88°46'41"W) (chord 21.21 feet) for 23.56 feet to a point of
tangency; N43°46'41"W for 6.50 feet; S46°13'19"W for 80.00 feet to a point on a radial
curve; Southerly along an arc of a curve to the right of radius 15.00 feet (delta 90°00'00")
(chord bearing S01°13'19"W) (chord 21.21 feet) for 23.56 feet to a point of tangency;
S46°13'19"W for 15.00 feet; S43°46'41"E for 35.00 feet; S46°13'19"W for 133.80 feet to a
point of curvature; Southwesterly along an arc of a curve to the right of radius 5,000.00 feet
(delta 02°02'40") (chord bearing S47°14'39"W) (chord 178.41 feet) for 178.42 feet to a point
of tangency; S48°16'00"W for 583.42 feet to a point of curvature; Southwesterly along an
arc of a curve to the left of radius 600.00 feet (delta 23°57'08") (chord bearing S36°17'26"W)
(chord 249.00 feet) for 250.83 feet to a point of tangency and S24°18'52"W for 412.94 feet
to an intersection with the South line of said Tract “F”; thence run N89°41'49"E along the
Southerly line of said record plat of Isles of Collier Preserve Phase 9 for 262.97 feet to an
intersection with the Northerly line of a Conservation Easement (Conservation Area 4B)
described in deed recorded in Official Records Book 4867, at Page 3336, Collier County
Records; thence run along the Northerly line of said Conservation Area 4B the following
Thirty-Two (32) courses: Westerly along an arc of a curve to the right of radius 347.00 feet
(delta 10°32'14") (chord bearing S78°22'10"W) (chord 63.73 feet) for 63.82 feet to a point on
a non-tangent curve; Southwesterly along an arc of a curve to the right of radius 465.00 feet
(delta 36°31'53") (chord bearing S30°52'22"W) (chord 291.48 feet) for 296.48 feet to a point
of tangency; S49°08'18"W for 187.28 feet; S17°16'28"W for 31.62 feet; S19°45'41"E for
40.38 feet; S44°16'20"E for 46.04 feet; S29°17'49"E for 59.15 feet; S11°15'46"E for 26.61
feet; S20°41'09"E for 32.93 feet; S82°25'54"W for 27.93 feet; S89°07'23"W for 97.36 feet;
N86°47'06"W for 35.97 feet; N89°37'44"W for 82.78 feet; N87°06'09"W for 39.29 feet;
N80°24'28"W for 40.05 feet; N73°52'48"W for 61.66 feet; N66°06'27"W for 32.91 feet to a
point on a non-tangent curve; Southwesterly along an arc of a curve to the right of radius
75.73 feet (delta 92°02'47") (chord bearing S65°09'00"W) (chord 109.00 feet) for 121.66
feet; N39°49'52"W for 3.67 feet; N80°36'53"W for 6.02 feet to a point on a non-tangent
curve; Northwesterly along an arc of a curve to the right of radius 75.73 feet (delta
68°09'13") (chord bearing N27°51'00"W) (chord 84.87 feet) for 90.08 feet; N00°12'22"E for
54.52 feet; N43°49'02"W for 1.05 feet; N43°05'04"W for 5.55 feet; N41°39'29"W for 5.75
feet; N39°42'30"W for 7.01 feet; N32°43'30"W for 7.89 feet; N26°39'57"W for 8.05 feet;
N19°08'10"W for 7.83 feet; N14°07'55"W for 7.15 feet; N09°39'25"W for 3.61 feet and
N89°39'42"W for 84.34 feet to an intersection with the West line of the Northwest Quarter
(NW 1/4) of said Section 25; thence run N00°19'19"E along said West line for 2,587.57 feet
to the POINT OF BEGINNING.
Containing 194.03 acres, more or less.FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THIS PLAT OF ISLES OF COLLIER PRESERVE PHASE 10, 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 ___________________, 2017 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 __________________, 2017, 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 10, TO BE MADE, AND DOES HEREBY:
1) RESERVE TO MINTO SABAL BAY, LLC:
A) TRACTS "F-1" AND "F-2" FOR FUTURE DEVELOPMENT, WITH RESPONSIBILITY FOR MAINTENANCE.
B) ALL TEMPORARY ACCESS EASEMENTS (T.A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
2) 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) TRACT "L", AS LAKES FOR DRAINAGE AND STORMWATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR
MAINTENANCE.
C) TRACT "O" 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 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.
D) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.
E) ALL TEMPORARY ACCESS EASEMENTS (T.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
FOR PUBLIC UTILITY PURPOSES:
ALL PLATTED PUBLIC UTILITY EASEMENTS (P.U.E.) SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION,
MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION,
INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND
SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY
DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE 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 ELECTRIC 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 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.
ISLES OF COLLIER PRESERVE PHASE 10A REPLAT OF A PORTION OF TRACT "F", ISLES OF COLLIERPRESERVE PHASE 7, AS RECORDED IN PLAT BOOK 60,PAGES 49 THROUGH 66, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING INSECTION 25, TOWNSHIP 50 SOUTH, RANGE 25 EASTA SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH10\23420P01.01.DWG - FRI. 12-30-2016 - 2:05 PM
COUNTY ENGINEER
THIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS ____ DAY OF ______________________, 2017 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 ______________________, 2017, 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
, CHAIRMAN
COLLIER COUNTY, FLORIDA
THIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS ____ DAY OF ______________________, 2017 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 ______________________, 2017 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________________, 2017, A.D.C.R.864VICE PRESIDENT
16.A.6.c
Packet Pg. 450 Attachment: Plat Map (2569 : Final Plat Isles of Collier Preserve 10)
NW 1/4
SW 1/4(REPLATOFAPORTIONOFNAPLESGROVES)"NAPLESGROVESANDTRUCKCO'SLITTLEFARMSNO.2"(P.B.1,PG.27A,C.C.R.)LOT 95
LOT 91
LOT 90
LOT 89
LOT 88
LOT 87
LOT 86
LOT 85"HALLENDALE"(P.B.4,PG.25,C.C.R.)"TURNER OAKHILL ESTATES, INC."(P.B. 9, PG. 114, C.C.R.)
"TURNER OAKHILL ESTATES,INC. - FIRST ADDITION"(P.B. 9, PG. 115, C.C.R.)DR.CONSTITUTION(P.B. 1,PG. 27A,C.C.R.)
AVEWOODSIDE
AVE.ANDREWS
PINE TREE DR.
LOT 83
LOT 84
LOT 82
LOT 81
NW 1/4
Township 50 South, Range 25 EastSection 25
SW 1/4
U N P L A T T E D
U N P L A T T E D
PLATTED AREA = 194.03 Ac. +/-ANTIGUALYFORDDRIVEI
SLETRACT "A"
TRACT "L-1"
TRACT "R-1"
TRACT "L-2"
ANTIGUA WAY
DRIVEGUANAC L A R E N D O N D R IV E
D R I V EANEGADA
Sheet 3
LI
GHTBOURNWAYCOMPARTISLEDRIVE
TRACT "R"
TRACT "L"
TRACT "L"
Sheet 4
Sheet 5
Sheet 7
Sheet 8
Sheet 9
Sheet 10
Sheet 11
Sheet 12
Sheet 13 TRACT"R-1""Isles of Collier
(P.B. 61, PG. 52, C.C.R.)Preserve Phase 8"
TRACT "L-2"TRACT"O""Isles of Collier
(P.B. 60, PG. 1, C.C.R.)Preserve Phase 6"
(P.B. 56, PG. 80, C.C.R.)Preserve Phase 2""Isles of Collier
TRACT "R"24
2526
23
W A YTRACT "L"
Township 50 South, Range 25 EastSection 24
Sheet 6
IN
DIE
S
TRACT"R"
TRACT "O-3"TRACT "L-1"
AVENUE
TRACT "F-1"TRACT"L-2"ANTIGUAWAYANTIGUA
W
A
Y
BARTHÉLEMY AVENUELUCAYA WAY
"Isles of Collier
(P.B. __, PG. __, C.C.R.)Preserve Phase 9"
TRACT"P"
656
657
658
659
660
661
662
663
664
665
666
667
668
669
670
6716726736746756766
776
7
8
679680681682683684685686687688689
690
691
692
693
694
6 9 5
696
6
9
7
6986997007017027037047057067077 0 8
709
710711712713714715716717
718
719
720
721 7227237247 2 5
726
7277287297307317327337347357367377387397407417427437447457467 4 7
7 4 8
7 4 9
750751752753754755756757758759760761762763764765766767768769770771772773774775776777778779780781782783TRACT "F-1"
TRACT "F-2"
TRACT "L-2"
TRACT "L-2"
TRACT "L-2"
TRACT "F-1"
TRACT "R"
TRACT "R"
TRACT "R"TRACT "R"
POINT OF BEGINNINGSouthwest Cor.Section 24.
TRACT "L"
T
R
A
C
T
"
L
-
1
"
(P.B. 60, PG. 49, C.C.R.)Preserve Phase 7""Isles of Collier
(P.B. 56, PG. 80, C.C.R.)Preserve Phase 2""Isles of Collier
Section Line
TRACT "L-1"
784
785
786787788789
790791792793
794795
796797798799800801802803804805
806807
808
809
810
811
812
813
8
1
48
1
5
8168178188198
2
0
8
2
1
822
823824825826827828829
830 831
832 833
834
835
836 837
838 839
840 841
842 843
844 845
846 847
848 849850851 852853854855
856857
858859
ACKLINS
DRIVE
MARIGOT DRIVE
HAITIDRIVECIVIL 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.
ISLES OF COLLIER PRESERVE PHASE 10A REPLAT OF A PORTION OF TRACT "F", ISLES OF COLLIERPRESERVE PHASE 7, AS RECORDED IN PLAT BOOK 60,PAGES 49 THROUGH 66, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING INSECTION 25, TOWNSHIP 50 SOUTH, RANGE 25 EASTA SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH10\23420P01.02.DWG - WED. 12-21-2016 - 3:01 PM
SHEET 2 OF 13
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 OR 9)
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
0 150 300 600
SCALE IN FEET
1"=300'FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3
4
5 6
7 8
9
10 11
12
13
KEY MAP
16.A.6.c
Packet Pg. 451 Attachment: Plat Map (2569 : Final Plat Isles of Collier Preserve 10)
Lot95"TurnerOakHillEstates,Inc.-FirstAddition"(P.B.9,PG.115,C.C.R.)Lot14Lot15Lot16Lot17Lot18Lot46WEST QUARTER COR.
SEC. 24 (C.C.R. #22088)
FD. 4"x 4" C.M. (W/ 5/8" I.R.)
NORTHWEST COR. SEC. 24 (C.C.R. #37909)
FD. 40d NAIL IN CUT OUT
EAST QUARTER
COR. SEC. 24
(C.C.R. #22083)
FD. 4"x 4" C.M.
(W/ 3/4" I.P.)(BROKEN)(REPLATOFAPORTIONOFNAPLESGROVES)23 24
14 13
"NaplesGrovesandTruckCo'sLittleFarmsNo.2"(P.B.1,PG.27A,C.C.R.)"TurnerOakHillEstates,Inc."(P.B.9,PG.114,C.C.R.)N00°39'06"W2694.57'(M)(1/4SEC.COR.TOSEC.COR.)N89°43'18"E 5335.05'(M)
(1/4 SEC.COR.TO 1/4 SEC.COR.)1941.01'(TIE)N=643417.40(Y)
E=410091.95(X)
N=644154.21(Y)
E=406038.32(X)
FD. 3"X3" C.M. (2406)
0.31' N. & 0.61' E.
OF PROP. COR.
SW. COR. O.R. 1027,
PG. 678, C.C.R.South line of North 1940.99'of NW 1/4
Township 50 South, Range 25 EastSection 24NW 1/4 A ntiguaW a y
SW 1/4
N=646085.91(Y)
E=404726.25(X)
1
0
'P.U.E.S2
5
°22'53"E6
0
.00'
N 6 4 °3 7 '0 7 "E50.0 0 '60.
0
0
'N2
5
°22'
5
3
"WCD=50.00'
CB=S64°37'07"W
ǻ=3°53'26"
L=50.01'
5 0 'C .U .E
CH=N66°59'49"E 11.13'ǻ=0°51'58" L=11.13'
(P.B. 60, PG. 1, C.C.R.)Preserve Phase 6""Isles of Collier
TRACT "L"
(LAKE, L.M.E. & D.E.)(P)
Unplatted(O.R. 1027, PG. 678, C.C.R.)"Hallendale"(P.B.4,PG.C.C.R.)10'P.U.E.(P)
East line of West 1290' of NW 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)
S85°33'30"E 163.58'
S
3
3
°
5
7'0
4
"
E
6
0
.
0
0'
R=736.50'L=146.30'ǻ=11°22'52"
CB=S61°44'22"W
CD=146.06'
S00°39'06"E
71.62'
N89°35'27"E 1290.01'N00°39'06"W753.56'Lot2652, C.C.RPreserve Phase 8
TRACT "O"
(OPEN SPACE
& L.A.E.)(P)36.5'
(P)23.5'
(P)
1
0
'P.U.E.(P)
15'L.B.E.(P)
(TIE TO C.U.E.)N00°44'12"W2698.83'CD=567.38'CB=S31°15'19"WL=585.48'ǻ=49°35'13"R=676.50'S04°26'30"W519.68'N=644145.00(Y)
E=404748.32(X)
N=644013.44(Y)
E=405910.49(X)
N=643478.63(Y)
E=405649.61(X)
N=643465.96(Y)
E=405812.70(X)
N=643391.47(Y)
E=404756.89(X)ǻ=15°18'18"L=186.98'CH=S12°05'38"W186.43'3
6
.
5
0'
2
3
.
5
0'CD=609.40'CB=S30°14'43"WL=630.50'ǻ=51°36'26"R=700.00'CD=436.14'CB=S37°53'51"WL=443.52'ǻ=36°18'09"S04°26'30"W495.83'23.5'
36.5'
23.5'36.5'CD=312.14'CB=N43°48'52"EL=314.53'ǻ=24°28'07"R=736.50'CD=148.09'CB=N10°12'42"EL=148.34'ǻ=11°32'24"R=736.50'CD=588.94'CB=S30°14'43"WL=609.33'ǻ=51°36'26"R=676.50'R=25.00'ǻ=86°14'07"L=37.63'
CH=N66°37'44"E34.17'
R=25.00' ǻ=86°14'07" L=37.63'
CH=N27°08'09"W 34.17'S04°26'30"W495.83'N04°26'30"E495.83'N36°32'45"E 20.00'
R=738.50' ǻ=1°26'07" L=18.50'
CH=N29°19'00"E 18.50'
N22°05'14"E 20.00'
R=736.50'ǻ=3°32'30"L=45.53'
CH=N25°16'55"E45.52'
38.5'
36.5'
C D =453.34'CB=N49°30'18"EL=460.82'ǻ=35°50'59"S85°33'30"E 164.00'
S85°33'30"E 164.00'
S85°33'30"E 164.00'50.20'50.20'50.20'50.20'27.35'51.20'ǻ=2°01'13"L=23.85'CH=S05°27'06"W 23.85'AntiguaWay10'P.U.E.
10'P.U.E.
10'P.U.E.
5'L.M.E.15'L.B.E.15'L.B.E.15'L.B.E.15'L.B.E.
15'L.B.E.
90'
90'14'14'6'165.07'
N89°35'27"E 1034.89'
N00°24'33"W
8.00'1349.42'(P.R.M.TOP.R.M.)N84°04'53"W 124.25'
N70°15'13"W
238.23'N15°58'19"E152.92'N04°26'30"E435.64'ǻ=1°28'37"L=20.62'CH=N05°10'48"E20.62'ǻ=10°03'12"L=140.37'CH=N10°56'43"E140.19'R=500.00'ǻ=13°49'40"L=120.67'
CB=N77°10'03"W CD=120.38'CD=160.72'CB=N10°12'24"EL=160.99'ǻ=11°31'49"R=800.00'25'25'25'25'S70°15'13"E
178.38'S15°58'19"W61.27'S04°26'30"W404.96'N70°15'13"WN15°58'19"EN04°26'30"E178.38'
S84°04'53"E 72.59'
N84°04'53"W 73.21'
R=475.00'ǻ=13°49'40"L=114.64'
CH=N77°10'03"W114.36'
R=525.00'ǻ=13°49'40"L=126.70'
CH=S77°10'03"E126.40'
R=25.00'ǻ=93°49'21"L=40.94'CH=S37°10'12"E 36.51'
R=25.00'ǻ=91°28'37"L=39.91'CH=S50°10'48"W 35.81'61.27'5
1
3
2
4
CURVE INFORMATION
R=825.00'ǻ=11°31'49"L=166.02'CH=N10°12'24"E165.74'CH=S39°33'00"W48.00'ǻ=47°09'23"L=49.38'R=60.00'R=60.00'ǻ=47°09'23"L=49.38'CH=N07°36'23"W48.00'R=775.00'ǻ=6°13'50"L=84.28'CH=S12°51'23"W84.24'R=65.00'L=311.20'ǻ=274°18'46"
CB=S74°01'41"E
CD=88.40'435.64'S04°26'30"W435.64'CH=S05°34'36"E 40.17'
ǻ=10°20'07" L=40.23'
R=223.00'S00°24'33"E65.00'N00°39'06"WN04°26'30"ES89°35'27"W 446.00'N00°24'33"Wǻ=8°43'38"L=72.35'
CH=N74°37'02"W72.28'
ǻ=9°13'12"L=84.48'
CH=S74°51'49"E84.39'
1200.01'90.00'753.56'R=223.00'ǻ=47°56'07"L=186.57'CB=N23°33'31"ECD=181.17'40'40'65.00'R=350.00'L=135.33'ǻ=22°09'12"
CB=S00°19'57"W
CD=134.49'
R=966.00'
L=117.47'
ǻ=6°58'04"
CB=S07°55'31"W
CD=117.40'425.10'753.12'N00°44'12"W 1162.99'(TRACT"O")1163.06'(TRACT"O")S77°05'00"E 93.73'
S77°05'00"E
151.34'
S87°00'00"E 109.09'
N89°35'27"E 204.22'
N89°35'27"E 111.53'
N89°35'27"E 158.32'
N89°35'27"E 114.90'S89°35'27"W 114.90'
S89°35'27"W 159.17'
S89°35'27"W
S89°35'27"W 161.68'
N85°33'30"W 88.22'
N85°33'30"W 142.52'
N85°33'30"W 93.71'
N85°33'30"W 141.22'
N85°33'30"W 97.79'
N85°33'30"W
N85°33'30"W 97.90'
N85°33'30"W 141.00'
N85°33'30"W 97.90'
N85°33'30"W 141.00'
N85°33'30"W 97.90'
S85°33'30"E 97.90'
S85°33'30"E 141.00'
S85°33'30"E 97.90'
S85°33'30"E 141.00'
S85°33'30"E 97.90'
N85°33'30"W 141.00'
N85°33'30"W 97.90'
N85°33'30"W 141.00'
N85°33'30"W 97.90'
N85°33'30"W 141.00'
S85°33'30"E 141.00'
S85°33'30"E 97.90'
S85°33'30"E 141.00'
S85°33'30"E 97.90'
S85°33'30"E 141.00'
48.41'
S77°05'00"E
S87°00'00"E
75.76'
55.44'
N89°35'27"E
54.32'
N89°35'27"ES89°35'27"W
46.55'
58.35'
S89°35'27"W
N85°33'30"W
58.00'
N85°33'30"W
47.08'
N85°33'30"W
43.12'
N85°33'30"W
43.10'
N85°33'30"W
43.10'
N85°33'30"W
43.10'
43.10'
S85°33'30"E
43.10'
S85°33'30"E
43.10'
S85°33'30"E
N85°33'30"W
43.10'
N85°33'30"W
43.10'
43.10'
S85°33'30"E
43.10'
S85°33'30"E
S12°55'00"W 9.00'
S03°00'00"W 9.00'
S00°24'33"E 9.00'
S00°24'33"E 9.00'
N00°24'33"W 9.00'
N04°26'30"E 9.00'
N04°26'30"E 9.00'
N04°26'30"E 9.00'
N04°26'30"E 9.00'
N04°26'30"E 9.00'
N04°26'30"E 9.00'
S04°26'30"W 9.00'
S04°26'30"W 9.00'
S04°26'30"W 9.00'
N04°26'30"E 9.00'
N04°26'30"E 9.00'
S04°26'30"W 9.00'
S04°26'30"W 9.00'37.63'23.64'27.50'37.50'223.00'223.00'35.10'29.90'8.71'52.55'25.39'25.39'44.10'35.10'34.10'43.10'47.10'38.10'34.10'43.10'47.10'38.10'31.60'40.60'44.10'35.10'31.10'40.10'44.10'35.10'31.10'40.10'44.10'35.10'30.43'59.57'49.60'40.60'34.10'43.10'47.10'38.10'34.10'43.10'7.25'29.63'44.10'35.10'31.10'40.10'44.10'35.10'31.10'40.10'ǻ=31°40'50"L=35.94'
CB=N02°30'24"E
CD=35.48'
111.78'
ǻ=3°44'17"
L=14.55'
CB=S02°16'41"E
CD=14.55'
ǻ=6°35'50"L=25.68'
CH=S07°26'44"E 25.66'
ǻ=1°35'55"L=9.77'
CH=S09°56'41"E 9.77'
N00°24'33"W
9.00'
R=65.00'ǻ=17°51'03"L=20.25'CH=N22°15'33"W 20.17'
R=60.00'ǻ=25°41'16"L=26.90'CH=N18°20'26"W 26.68'
R=60.00'ǻ=21°28'07"L=22.48'CH=N05°14'15"E 22.35'
1
3
2
ǻ=6°30'57"L=39.80'
CH=S05°53'15"E 39.78'
ǻ=55°50'16"L=63.35'
CH=S62°29'25"E 60.87'
ǻ=1°57'11"L=7.60'
CH=N00°34'03"E 7.60'
ǻ=32°33'00"L=36.93'CB=S22°34'50"WCD=36.43'ǻ=11°02'25"
L=42.97'
CB=N07°03'51"E
CD=42.90'
ǻ=10°35'45"L=41.24'
CB=N17°52'56"E
CD=41.18'
R=65.00'ǻ=24°16'22"L=27.54'CH=S50°59'31"W 27.33'
R=60.00'ǻ=41°20'36"L=43.29'CH=S42°27'23"W 42.36'
5
4
ǻ=5°48'47"L=6.09'CH=S18°52'42"W 6.08'ǻ=14°31'25"L=56.53'
CB=N30°26'30"E
CD=56.38'
ǻ=9°49'21"L=38.23'CH=N42°36'54"E 38.18'
ǻ=12°26'00"
L=32.55'
CB=N41°18'34"E
CD=32.49'
ǻ=0°05'21"L=1.21'CH=S15°55'38"W1.21'ǻ=3°50'27"L=51.95'CB=S11°39'42"WCD=51.94'ǻ=4°36'28"
L=42.22'
CB=S81°46'39"E
CD=42.21'
R=150.00' ǻ=36°33'55" L=95.73'
CH=N29°14'37"E 94.11'
R=634.00' ǻ=2°56'09" L=32.49'
CH=N09°29'35"E 32.48'
ǻ=15°51'14" L=41.51'
CH=S27°09'57"W 41.37'
ǻ=8°16'41" L=21.67'
CH=S15°06'00"W 21.65'
ǻ=6°10'34" L=37.73'
CH=S00°27'30"W 37.71'
ǻ=6°34'26" L=40.16'
CH=S06°50'00"W 40.13'
ǻ=0°37'22"L=8.97'CH=N15°39'38"E 8.97'
ǻ=2°11'31"L=31.56'CH=N14°15'11"E 31.56'ǻ=1°17'20" L=7.87'
CH=S10°45'53"W 7.87'
ǻ=1°37'38" L=27.43'
CH=S10°35'44"W 27.43'
ǻ=3°05'14"L=44.45'CH=N11°36'48"E 44.45'
ǻ=2°10'01"L=31.20'CH=N08°59'11"E 31.20'
ǻ=0°52'21" L=14.71'
CH=S04°52'40"W 14.71'
ǻ=2°04'59" L=35.12'
CH=S06°21'21"W 35.12'
ǻ=2°23'05" L=40.21'
CH=S08°35'23"W 40.21'
ǻ=0°23'48"L=5.71'CH=N04°38'24"E 5.71'
ǻ=3°03'53"L=44.13'CH=N06°22'14"E 44.13'
141.00'ǻ=5°06'02"L=42.28'CB=N81°31'52"WCD=42.27'ǻ=71°14'38"L=80.82'
CH=N53°58'08"E 75.72'(N/R)
(N/R)
(N/R)
ǻ=40°52'37"L=46.37'
CH=S14°07'58"E 45.40'
(N/R)
(N/R)
(N/R)
(N/R)
(N/R)ǻ=2°18'02"L=31.12'CH=S14°43'56"W31.12'(N/R)
(N/R)
(N/R)
(N/R)
(N/R)
(N/R)29.63'LOT 656
LOT 657
LOT 658
8,233 S.F.
8,233 S.F.
8,393 S.F.
TRACT "L-1"
758,306 S.F. (17.41 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "L-1"
758,306 S.F. (17.41 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "L-1"
758,306 S.F. (17.41 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "O"
(OPEN SPACE & D.E.)
172,473 S.F. (3.96 Ac.)
LOT 784
LOT 785
LOT 786
LOT 787
LOT 788
LOT 789
LOT 790
LOT 791
LOT 792
LOT 793LOT 832
LOT 833
LOT 834
LOT 835
LOT 836
LOT 837
LOT 838
LOT 839
LOT 840
LOT 841
LOT 842
LOT 843
LOT 844
LOT 845
LOT 846
LOT 847
LOT 848
LOT 849
LOT 850
LOT 851 LOT 852
LOT 853
LOT 854
LOT 855
LOT 856
LOT 857
LOT 858
LOT 859
8,923 S.F.
5,417 S.F.
8,047 S.F.
7,865 S.F.
8,177 S.F.
6,450 S.F.
6,066 S.F.
6,312 S.F.
6,817 S.F.
6,663 S.F.
6,280 S.F.
6,084 S.F.
7,361 S.F.
5,273 S.F.
5,414 S.F.
5,244 S.F.
5,341 S.F.
5,266 S.F.
5,337 S.F.
5,689 S.F.
5,760 S.F.
5,689 S.F.
5,760 S.F.
5,337 S.F.
6,113 S.F.
5,689 S.F.
5,760 S.F.
5,689 S.F.5,337 S.F.
5,266 S.F.
5,337 S.F.
5,266 S.F.
5,337 S.F.
5,266 S.F.
5,337 S.F.
5,266 S.F.
5,337 S.F.
8,364 S.F.
15'D.E.15'D.E.
7.5'
7.5'7.5'7.5'7.5'15'D.E.5'L.M.E.
5'L.M.E.
5'L.M.E.
5'L.M.E.
5'L.M.E.
5'L.M.E.
5'L.M.E.
5'L.M.E.
5 'L .M .E .10'P.U.E.10'P.U.E.
10'P.U.E.
10'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.DriveHaitiMarigot
DriveDriveHaiti
LOT 659
Match Line S e e S h e e t 4 o f 1 3
LOT 831
LOT 794
SHEET 3 OF 13
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 OR 9)
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'
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.
ISLES OF COLLIER PRESERVE PHASE 10A REPLAT OF A PORTION OF TRACT "F", ISLES OF COLLIERPRESERVE PHASE 7, AS RECORDED IN PLAT BOOK 60,PAGES 49 THROUGH 66, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING INSECTION 25, TOWNSHIP 50 SOUTH, RANGE 25 EASTA SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH10\23420P01.03-08.DWG - WED. 12-21-2016 - 3:05 PM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3
4
5 6
7 8
9
10 11
12
13
16.A.6.c
Packet Pg. 452 Attachment: Plat Map (2569 : Final Plat Isles of Collier Preserve 10)
Lot2Lot78Lot27Lot130Avenue
Woodside
Avenue
Andrews
Pine
Tree
Drive
60'60'60'(P.B.4,PG.25,C.C.R.)(REPLATOFAPORTIONOFNAPLESGROVES)Township 50 South, Range 25 EastSection 24SW 1/4
Lot79(P.B. 60, PG. 1, C.C.R.)Preserve Phase 6""Isles of Collier
TRACT "L"
(LAKE, L.M.E. & D.E.)(P)
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)
R=887.50'L=162.80'ǻ=10°30'37"
CB=S09°41'48"W
CD=162.58'S04°26'30"WN00°44'12"W2698.83'519.68'N=642787.58(Y)
E=405745.07(X)S04°26'30"W495.83'R=700.00'ǻ=45°53'05"L=560.59'CB=S27°23'02"WCD=545.73'36.5'23.5'
36.5'23.5'N04°26'30"ES04°26'30"W495.83'495.83'R=663.50'ǻ=45°53'05"L=531.36'CB=N27°23'02"ECD=517.27'R=723.50'ǻ=45°53'05"L=579.41'CB=S27°23'02"WCD=564.05'R=887.50'
L=547.94'
ǻ=35°22'27"
CB=N32°38'21"E
CD=539.28'
S85°33'30"E 164.00'
S59°46'00"E
164.00'
S63°38'00"E
164.00'
S67°30'00"E
164.00'
S71°22'00"E
164.00'
S75°14'00"E
164.00'
S79°06'00"E
164.00'
S82°58'00"E 164.00'
S85°33'30"E 164.00'
S85°33'30"E 164.00'
S85°33'30"E 164.00'
S85°33'30"E 164.00'
S85°33'30"E 164.00'
S85°33'30"E 164.00'
S85°33'30"E 164.00'
CD=48.82'
CB=S28°18'00"W
ǻ=3°52'00"
L=48.83'
CD=59.88'
CB=N28°18'00"E
ǻ=3°52'00"
L=59.89'
CD=48.82'
CB=S24°26'00"W
ǻ=3°52'00"L=48.83'
CD=59.88'
CB=N24°26'00"E
ǻ=3°52'00"L=59.89'
CD=48.82'
CB=S20°34'00"W
ǻ=3°52'00"L=48.83'CD=59.88'CB=N20°34'00"E
ǻ=3°52'00"L=59.89'
CD=48.82'CB=S16°42'00"Wǻ=3°52'00"L=48.83'
CD=59.88'CB=N16°42'00"Eǻ=3°52'00"L=59.89'
CD=48.82'CB=S12°50'00"Wǻ=3°52'00"L=48.83'
CD=59.88'CB=N12°50'00"Eǻ=3°52'00"L=59.89'
CD=48.82'CB=S08°58'00"Wǻ=3°52'00"L=48.83'
CD=59.88'CB=N08°58'00"Eǻ=3°52'00"L=59.89'
16.68'
CD=32.72'CB=S05°44'15"Wǻ=2°35'30"L=32.73'
CD=40.14'CB=N05°44'15"Eǻ=2°35'30"L=40.15'
16.68'50.20'50.20'50.20'50.20'50.20'50.20'50.20'50.20'50.20'50.20'50.20'50.20'50.20'50.20'WayAntigua10'P.U.E.
10'P.U.E.
10'P.U.E.
10'P.U.E.
10'P.U.E.
5'L.M.E.
5'L.M.E.
5'L.M.E.
15'L.B.E.
15'L.B.E.
15'L.B.E.
90'
90'
90'1349.42'(P.R.M.TOP.R.M.)N00°44'12"W259.87'N54°03'55"E192.69'N04°26'30"ECD=135.52'CB=N01°51'09"EL=135.57'ǻ=5°10'42"R=1500.00'R=150.00'ǻ=54°48'07"L=143.47'CB=N26°39'52"ECD=138.06'25'25'
2
5'
2
5'N00°44'12"WR=125.00'ǻ=54°48'07"L=119.56'CB=N26°39'52"ECD=115.05'N54°03'55"ES54°03'55"W 101.04'S00°44'12"E259.87'6
7
8S04°26'30"WN04°26'30"ER=1525.00'ǻ=5°10'42"L=137.83'CH=N01°51'09"E137.78'259.87'R=65.00'L=311.20'ǻ=274°18'46"CB=N35°56'05"W
CD=88.40'CH=S30°29'14"W 48.00'ǻ=47°09'23"L=49.38'R=60.00'R=60.00'ǻ=47°09'23"L=49.38'CH=N77°38'37"E48.00'101.04'CD=133.26'CB=S01°51'09"WL=133.31'ǻ=5°10'42"R=1475.00'R=175.00'ǻ=54°48'07"L=167.38'CH=S26°39'52"W161.08'N89°15'48"ES00°44'12"E445.95'N00°44'12"WN00°44'12"WS89°15'48"W 70.00'
CH=S44°15'48"W 70.71'
ǻ=90°00'00" L=78.54'
R=50.00'S00°44'12"E220.55'S04°26'30"WN04°26'30"E 425.10'
R=1666.00'L=150.57'ǻ=5°10'42"
CB=S01°51'09"W
CD=150.52'
R=1334.00'
L=120.56'
ǻ=5°10'42"
CB=N01°51'09"E
CD=120.52'259.87'R=316.00'ǻ=49°25'21"L=272.58'CB=N23°58'28"ECD=264.20'CD=127.93'CB=N38°09'21"EL=128.65'ǻ=21°03'36"R=350.00'R =2 2 3 .0 0 'ǻ =6 1 °3 8 '1 5 "L=239.90'CB=N58°26'40"ECD=228.50'65.00'1162.99'1163.06'(TRACT"O")22'
22'
N73°34'00"W
148.35'
N85°33'30"W 141.00'
N86°43'00"W 97.90'
N88°17'00"W 141.00'
N89°38'00"W 97.90'
S89°15'48"W 141.00'
S89°15'48"W 97.90'
N89°15'48"E 141.00'
N89°15'48"E 97.90'
N89°20'00"E 141.00'
S89°11'00"E 97.59'
S87°29'00"E 141.00'
S86°00'00"E 97.71'
S85°33'30"E 141.00'
S89°15'48"W 141.00'
S89°15'48"W 97.90'
S89°15'48"W 141.00'
S89°15'48"W 97.90'
N
3
6
°
0
6'5
0
"W1
0
2.7
9'N16°15'51"W157.26'N00°44'12"W112.90'S79°20'00"E
141.00'
N89°15'48"E 97.87'
N89°15'48"E 141.00'
N89°15'48"E 97.90'
N89°15'48"E 141.00'
N89°15'48"E 97.90'
S
44°50'00"E
161.84'
S
44°50'00"E
143.16'
S
44°50'00"E
97.90'
S57°01'00"E
141.00'
S67°09'00"E
97.90'S00°44'12"E114.37'S13°57'00"E158.00'
S
4
0
°
1
7'0
0"
E
1
1
1.0
9'
S
44°50'00"E
162.60'
S
44°50'00"E
111.22'
S
44°50'00"E
101.98'
43.10'
S89°15'48"W
N86°43'00"W
43.13'
N89°38'00"W
43.13'
43.10'
S89°15'48"W
43.10'
N89°15'48"E
43.38'
S89°11'00"E
43.27'
S86°00'00"E
43.10'
S89°15'48"W
S67°09'00"E43.33'
N89°15'48"E
43.10'
43.10'
N89°15'48"E
43.10'
N89°15'48"E
4
3.4
2'
N
3
6
°
0
6'5
0
"WN00°44'12"W48.05'47.68'
S
44°50'00"E
S
44°50'00"E
43.33'S00°44'12"E45.60'S
4
0
°
1
7'0
0"
E
4
6.7
3'
S
44°50'00"E
64.27'
N03°17'00"E 9.00'
N00°22'00"E 9.00'N89°15'48"E9.00'S89°15'48"W9.00'S
4
9
°
4
3'0
0"
W
9.0
0'52.67'7.25'
7.25'
12.70'12.70'44.10'35.10'31.10'40.10'31.10'40.10'44.10'35.10'29.77'38.77'29.63'44.10'35.10'31.10'40.10'44.10'35.10'22.35'CB=S07°50'54"W
ǻ=17°10'12"
CD=14.93'
L=14.98'15.50'54.50'222.95'4.50'31.10'35.60'44.10'35.10'31.10'40.10'44.10'35.10'29.55'71.49'16.80'44.64'31.48'8.13'223.00'40.10'24.90'
ǻ=1°49'59"L=47.19'CH=S03°25'59"W 47.18'
ǻ=1°21'01"L=34.76'CH=S01°50'29"W 34.76'
ǻ=1°49'59"L=47.19'
CH=S00°14'59"W 47.18'
ǻ=0°04'12"L=1.80'
CH=S00°42'06"E 1.80'
ǻ=0°05'31"L=2.37'CH=S04°23'44"W 2.37'29.63'S04°00'00"W9.00'
S00°49'00"W9.00'
ǻ=0°26'30" L=10.28'
CH=N04°13'15"E 10.28'
ǻ=1°29'00" L=34.54'
CH=N03°15'30"E 34.54'
ǻ=1°42'00" L=39.58'
CH=N01°40'00"E 39.58'
ǻ=1°29'00" L=34.54'
CH=N00°04'30"E 34.54'
ǻ=0°04'12" L=1.63'
CH=N00°42'06"W 1.63'
ǻ=0°45'55" L=20.37'
CH=N00°21'15"W 20.37'
ǻ=1°41'17"L=44.93'CH=N00°52'21"E 44.93'
ǻ=1°13'43"L=32.70'CH=N02°19'51"E 32.70'
ǻ=1°29'47"L=39.83'CH=N03°41'36"E 39.83'
ǻ=1°06'12" L=32.08'
CH=S00°11'06"E 32.08'
ǻ=1°21'00" L=39.25'
CH=S01°02'30"W 39.25'
ǻ=1°34'00" L=45.55'
CH=S02°30'00"W 45.55'
ǻ=1°09'30" L=33.68'
CH=S03°51'45"W 33.68'
S00°44'12"E9.00'
(N/R)(N/R)
(N/R)(N/R)
S00°44'12"E9.00'
S00°44'12"E9.00'
S00°44'12"E9.00'
N00°44'12"W9.00'
N00°44'12"W9.00'
N00°44'12"W9.00'ǻ=8°51'20"L=19.32'CB=N03°41'28"ECD=19.30'ǻ=45°56'48"L=100.24'CB=N31°05'31"ECD=97.58'ǻ=25°46'44"L=22.50'
CH=S29°19'22"W22.31'N53°53'10"E9.00'(N/R)
ǻ
=
3
1
°
3
1'2
5
"
L
=
2
7.5
1'
C
H
=
S
5
7
°
5
8'2
6
"W2
7.1
6'ǻ=15°31'39"L=13.55'CH=S81°29'58"W13.51'ǻ=29°24'58"L=33.37'CB=N86°30'49"ECD=33.01'ǻ=72°32'33"L=82.30'CH=N35°32'04"E76.91'(N/R)ǻ=11°24'12"L=34.83'CH=S04°57'54"W 34.77'
ǻ=9°14'07"L=28.21'CH=S15°17'04"W 28.18'
ǻ=13°04'53"L=39.95'
CH=S26°26'34"W39.87'
ǻ=9°14'07"L=28.21'
CH=S37°36'04"W28.18'
ǻ
=11°50'48"
L=36.18'
C
H
=
S
48°08'31"
W
36.12'
ǻ=0°48'57" L=4.50'
CH=N00°19'43"W 4.50'
ǻ=10°35'15" L=58.39'
CH=N05°22'23"E 58.31'
ǻ=12°11'00" L=67.19'
CH=N16°45'30"E 67.07'
ǻ=10°08'00" L=55.89'
CH=N27°55'00"E 55.81'
ǻ=12°11'00" L=67.19'
CH=N39°04'30"E 67.07'
ǻ=3°31'09" L=19.41'
CH=N46°55'34"E 19.41'
S
45°10'00"
W
9.00'
S
45°10'00"
W
9.00'
S22°51'00"W9.00'
ǻ
=6°34'25"
L=40.16'
C
B
=
N
42°49'34"E
C
D
=40.13'
ǻ
=6°06'03"
L=37.27'
C
B
=
N
30°40'34"E
C
D
=37.25'
ǻ
=5°48'46"
L=35.51'
C
B
=
N
36°37'59"E
C
D
=35.49'
ǻ=2°34'22" L=15.72'
CH=N47°23'58"E 15.72'
S
45°10'00"
W
9.00'
6
R=60.00' ǻ=13°53'41" L=14.55' CH=S47°07'05"W 14.51'
ǻ=1°05'02" L=4.22'
CH=N28°10'04"E 4.22'
ǻ
=9°13'28"
L=35.90'
C
B
=
N
33°19'19"E
C
D
=35.86'
ǻ =2 4 °0 1 '1 3 "L =9 3 .4 9 'C B =N 6 4 °0 2 '2 3 "ECD=9 2 .8 1 'ǻ
=
1
4
°
0
5'4
4"
L
=
5
4.8
6'
C
B
=
N
4
4
°
5
8'5
5"
E
C
D
=
5
4.7
2'
ǻ=13°12'48"
L=51.43'
CB=N82°39'24"E
CD=51.31'ǻ=75°50'27"L=86.04'CB=N38°39'26"WCD=79.89'ǻ=27°22'21"L=31.05'CH=S89°44'10"W30.76'ǻ=26°20'00"L=29.87'CH=S62°53'00"W29.61'
ǻ
=30°08'22"
L=34.19'
C
B
=
S
34°38'49"
W
C
D
=33.80'
R=60.00' ǻ=33°15'42" L=34.83' CH=S23°32'23"W 34.34'
R=65.00' ǻ=12°40'06" L=14.37' CH=S13°14'35"W 14.34'
7
8
(N/R)
(N/R)
(N/R)
(N/R)(N/R)LOT 659
LOT 660
LOT 661
LOT 662
LOT 663
LOT 664
LOT 665
LOT 666
LOT 667
LOT 668
LOT 669
LOT 670
LOT 671
LOT 672
8,915 S.F.
8,915 S.F.
8,915 S.F.
8,915 S.F.
8,915 S.F.
8,915 S.F.
8,711 S.F.
8,233 S.F.
8,233 S.F.
8,233 S.F.
8,233 S.F.
8,233 S.F.
8,233 S.F.
8,233 S.F.
TRACT "L-1"
758,306 S.F. (17.41 Ac.)
(LAKE, L.M.E. & D.E.)TRACT "L-1"
758,306 S.F. (17.41 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "O"
(OPEN SPACE & D.E.)
172,473 S.F. (3.96 Ac.)
LOT 794
LOT 795
LOT 796
LOT 797
LOT 798
LOT 799
LOT 800
LOT 801
LOT 802
LOT 803
LOT 804
LOT 805
LOT 806
LOT 807
LOT 808
L
O
T
809
L
O
T
810L
O
T
811
L
O
T
812
L
O
T
813
L
O
T
814
LOT 815
LOT 816
LOT 817
LOT 818
LOT 819
LOT 820
LOT 821
LOT 822
LOT 823
LOT 824
LOT 825
LOT 826
LOT 827
LOT 828
LOT 829
LOT 830
LOT 831
5,958 S.F.
5,763 S.F.
5,689 S.F.
5,735 S.F.
5,337 S.F.
5,266 S.F.
5,337 S.F.
5,266 S.F.
5,337 S.F.
8,015 S.F.
11,106 S.F.
7,516 S.F.
8,539 S.F.
9,090 S.F.
7,625 S.F.
8,799 S.F.
9,456 S.F.
7,285
S.F.
6,536
S.F.
6,202
S.F.
5,916
S.F.
5,448
S.F.
5,360
S.F.
6,972 S.F.
6,511 S.F.
6,972 S.F.
6,643 S.F.
5,266 S.F.
5,337 S.F.
5,266 S.F.
5,337 S.F.
5,266 S.F.
5,337 S.F.
5,320 S.F.
5,518 S.F.
5,485 S.F.
5,516 S.F.
5,314 S.F.15'D.E.7.5'7.5'5'L.M.E.
5'L.M.E.
5'L.M.E.
5'L.M.E.
5
'
L
.M.E.5'L.M.E.
5'L.M.E.
5'L.M.E.
5'L.M.E.10'P.U.E.10'P.U.E.
10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
10'P.U.E.
CURVE INFORMATION
HaitiDriveLOT 658
LOT 673
LOT 793LOT 832
TRACT "L-1"
758,306 S.F. (17.41 Ac.)
(LAKE, L.M.E. & D.E.)
SHEET 4 OF 13
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 OR 9)
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'
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.
ISLES OF COLLIER PRESERVE PHASE 10A REPLAT OF A PORTION OF TRACT "F", ISLES OF COLLIERPRESERVE PHASE 7, AS RECORDED IN PLAT BOOK 60,PAGES 49 THROUGH 66, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING INSECTION 25, TOWNSHIP 50 SOUTH, RANGE 25 EASTA SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH10\23420P01.03-08.DWG - WED. 12-21-2016 - 3:05 PM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3
4
5 6
7 8
9
10 11
12
13
S h e e t 3 o f 1 3Match Line
SeeSheet5of13
Match Line See
16.A.6.c
Packet Pg. 453 Attachment: Plat Map (2569 : Final Plat Isles of Collier Preserve 10)
Township 50 South, Range 25 EastSection 24SW 1/4
Lot91"NaplesGrovesandTruckCo'sLittleFarmsNo.2"(P.B.1,PG.27A,C.C.R.)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)2698.83'N00°44'12"W(P.B. 60, PG. 1, C.C.R.)Preserve Phase 6"Isles of Collier
TRACT "L"
(LAKE, L.M.E. & D.E.)(P)
S85°38'22"E 926.69'
N=642042.15(Y)
E=404774.25(X)
N=642787.58(Y)
E=405745.07(X)
N 7 7 °3 0 '2 6 "E
1 9 9 .7 5 'S66°13'16"E
372.64'S50°19'35"W 207.92'R=700.00'ǻ=45°53'05"L=560.59'CB=N27°23'02"ECD=545.73'CD=603.41'CB=S24°47'41"WL=623.85'ǻ=51°03'47"R=700.00'CD=321.44'CB=S37°03'09"WL=324.34'ǻ=26°32'51"R=600.00'
ǻ=36°16'18"L=379.84'CB=S84°21'25"E C D =3 7 3 .5 3 '
3
6.5'
2
3.5'
23.5'
36.5'N50°19'35"EN66°13'16"W
322.22'
S 7 7 °3 0 '2 6 "W
1 9 9 .7 5 'N 7 7 °3 0 '2 6 "E
S66°13'16"E S50°19'35"W 207.92'R=663.50'ǻ=45°53'05"L=531.36'CB=N27°23'02"ECD=517.27'R=723.50'ǻ=45°53'05"L=579.41'CB=S27°23'02"WCD=564.05'207.92'CD=634.87'CB=N24°47'41"EL=656.38'ǻ=51°03'47"R=736.50'R=25.00'L=41.19'ǻ=94°24'06"
CB=S19°01'13"E
CD=36.69'
R=25.00'L=41.19'ǻ=94°24'06"
CB=S66°34'41"W
CD=36.69'
322.22'
R=625.00'
ǻ=36°16'18"L=395.66'CB=N84°21'25"W C D =3 8 9 .0 9 '
R=575.00'
ǻ=36°16'18"L=364.01'CB=S84°21'25"E C D =3 5 7 .9 6 '
1 9 9 .7 5 'R=676.50'L=174.55'ǻ=14°47'01"
CB=S35°34'20"W
CD=174.07'
R=676.50' ǻ=0°54'21" L=10.70'
CH=S49°52'24"W 10.70'
S17°59'04"W 19.58'
R=666.50' ǻ=3°35'04" L=41.70'
CH=S46°11'32"W 41.69'
S74°24'00"W 19.58'
3
3.5'25'25'25'25'S
3
9
°
4
0'2
5"
E
S23°46'44"W141.00'N66°13'16"W
229.04'
S 7 7 °3 0 '2 6 "W
1 3 3 .1 5 'R=60.00'
L=79.51'
ǻ=75°55'49"
CB=S39°32'31"W
CD=73.82'
R=966.00'
L=116.29'
ǻ=6°53'51"
CB=S05°01'32"W
CD=116.22'
R=350.00'
L=186.86'
ǻ=30°35'22"
CB=S06°49'14"E
CD=184.65'
R=223.00'
L=620.75'
ǻ=159°29'22"
CB=S57°37'46"W
CD=438.87'164.19'93.18'
R=434.00'ǻ=36°16'18"L=274.75'CB=N84°21'25"W C D =2 7 0 .1 8 '
S 7 7 °3 0 '2 6 "W 1 3 3 .1 5 '1
6
4.0
0'43.73'N50°19'35"ER=887.50'ǻ=35°22'27"L=547.94'CB=N32°38'21"ECD=539.28'N12°29'34"W141.00'N12°29'34"W141.00'N11°07'00"W141.00'N03°02'00"WN05°03'00"E141.00'N13°08'00"E141.00'N21°13'00"E141.00'N23°46'44"E141.00'N23°46'44"E141.00'N23°46'44"E141.00'S
4
0
°
2
6'0
0"E
1
6
4.0
0'
S
44°18'00"E
164.00'
S48°10'00"E
164.00'
S52°02'00"E
164.00'
S55°54'00"E
164.00'
S59°46'00"E
164.00'
1 9 .2 7 '6 2 .2 0 '6 2 .2 0 'C D =1 3 .8 1 'C B =N 7 8 °1 1 '4 3 "E
ǻ =1 °2 2 '3 4 "
L =1 3 .8 1 '5 1 .6 8 '5 1 .6 8 'C D =1 0 .4 2 'C B =S 7 8 °1 1 '4 3 "W
ǻ =1 °2 2 '3 4 "
L =1 0 .4 2 'C D =8 1 .0 5 '
C B =N 8 2 °5 5 '3 0 "E
ǻ =8 °0 5 '0 0 "
L =8 1 .1 2 '
CD=81.05'CB=S88°59'30"Eǻ=8°05'00"L=81.12'
CD=81.05'CB=S80°54'30"Eǻ=8°05'00"L=81.12'
CD=81.05'CB=S72°49'30"Eǻ=8°05'00"L=81.12'
42.44'
CD=25.71'
CB=S67°30'08"E
ǻ=2°33'44"L=25.71'
CD=19.41'
CB=N67°30'08"W
ǻ=2°33'44"L=19.41'
42.44'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
C
D
=
9.5
9'
C
B
=
S
4
9
°
5
6'4
7"
W
ǻ
=
0
°
4
5'3
5"
L
=
9.5
9'43.73'C
D
=
1
1.7
7'
C
B
=
N
4
9
°
5
6'4
7"
E
ǻ
=
0
°
4
5'3
5"
L
=
1
1.7
7'
C
D
=
4
8.8
2'
C
B
=
S
4
7°3
8'0
0"
W
ǻ
=
3°5
2'0
0"
L
=
4
8.8
3'
C
D
=
5
9.8
8'
C
B
=
N
4
7°3
8'0
0"E
ǻ
=
3°5
2'0
0"
L
=
5
9.8
9'
C
D
=48.82'
C
B
=
S
43°46'00"
W
ǻ
=3°52'00"
L=48.83'
C
D
=59.88'
C
B
=
N
43°46'00"E
ǻ
=3°52'00"
L=59.89'
C
D=48.82'
CB=S39°54'00"W
ǻ=3°52'00"
L=48.83'
C
D=59.88'
CB=N39°54'00"E
ǻ=3°52'00"
L=59.89'
CD=48.82'
CB=S36°02'00"W
ǻ=3°52'00"
L=48.83'
CD=59.88'
CB=N36°02'00"E
ǻ=3°52'00"
L=59.89'
CD=48.82'
CB=S32°10'00"W
ǻ=3°52'00"
L=48.83'
CD=59.88'
CB=N32°10'00"E
ǻ=3°52'00"
L=59.89'
L=61.23'ǻ=8°05'00"CB=N72°49'30"WCD=61.18'
L=61.23'ǻ=8°05'00"CB=N80°54'30"WCD=61.18'
L=61.23'ǻ=8°05'00"CB=N88°59'30"WCD=61.18'
L =6 1 .2 3 '
ǻ =8 °0 5 '0 0 "
C B =S 8 2 °5 5 '3 0 "W
C D =6 1 .1 8 '141.00'AntiguaW ayBarthélemy
Avenue
10'P.U.E.
10'P.U.E.
1
0'
P.
U
.E.
1
0'
P.
U
.E.
10'P.U.E.50'C.U.E60.42'N60°38'11"WN29°21'49"E50.00'S60°38'11"E
60.42'CD=243.34'CB=N40°49'03"EL=244.46'ǻ=19°01'03"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.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.5'L.M.E.
5'L.M.E.
5'L.
M
.E.5'L.M.E.5'L.M.E.5'L.M.E.15'L.M.E.
5'L.M.E.5'L.M.E.
R =3 7 0 '15'L.B.E.Lot1311349.42'P.R.M.TOP.R.M.)N89°15'48"E
N89°15'48"E
158.33'
ǻ=15°02'26" L=193.34'
CH=N42°48'22"E 192.78'
ǻ=36°01'21" L=463.05'
CH=N17°16'28"E 455.46'1163.06'90.00'
R=316.00' ǻ=49°25'21" L=272.58'
CH=N23°58'28"E 264.20'CD=127.93CB=N38°09'21"EL=128.65=21°03'3R=350.00'R =2 2 3 .0 0 'ǻ =6 1 °3 8 '1 5 "L=239.90'CB=N58°26'40"ECD=228.565.00'N00°44'12"W1162.99'248.33'(TRACT"O")22'
(TRACT "L-1")
(TRACT "F-1")1535.78'(TRACT"F-1")TRACT "F-1"
2,970,584 S.F. (68.20 Ac.)
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)
TRACT "L-2"
1,372,239 S.F. (31.50 Ac.)
(LAKE, L.M.E. & D.E.)
LOT 673
LOT 674
LOT 675
LOT 676
LOT 677
LOT 678
LOT 679
LOT 680
LOT 681
LOT 682
LOT 683
LOT 684 LOT 685 LOT 686
LOT 687
LOT 688
8,770 S.F.
8,995 S.F.
10,036 S.F.10,036 S.F.10,036 S.F.
10,036 S.F.
9,166 S.F.
8,770 S.F.
8,770 S.F.
8,770 S.F.
8,923 S.F.
8,915 S.F.
8,915 S.F.
8,915 S.F.
8,915 S.F.
8,915 S.F.
TRACT "L-1"
758,306 S.F. (17.41 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "O"
(OPEN SPACE & D.E.)
172,473 S.F. (3.96 Ac.)
'L.
M
.E.
5
'
L
.M.E."Hallendale"(P.B.4,PG.25,C.C.R.)15.41'N03°03'24"E 113.36'
N00°44'12"W
1218.16'
LOT 672
LOT 741
LOT 742
LOT 743
LOT 744
LOT 745
LOT 746
LOT 739LOT 740
LOT 733
LOT 734
LOT 735
LOT 736
LOT 737LOT 738
LOT 668
LOT 669
LOT 670
LOT 671
LOT 689
LOT 691
LOT 692
LOT 693
LOT 694
LOT 695
LOT 696
LOT 697
LOT 698
LOT 690
L
O
T
809
L
O
T
810L
O
T
811
L
O
T
812
L
O
T
813
L
O
T
814
LOT 815
LOT 816LOT 817
LOT 808
SHEET 5 OF 13ISLES OF COLLIER PRESERVE PHASE 10A REPLAT OF A PORTION OF TRACT "F", ISLES OF COLLIERPRESERVE PHASE 7, AS RECORDED IN PLAT BOOK 60,PAGES 49 THROUGH 66, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING INSECTION 25, TOWNSHIP 50 SOUTH, RANGE 25 EASTA SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH10\23420P01.03-08.DWG - WED. 12-21-2016 - 3:06 PM
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.
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 OR 9)
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
7 8
9
10 11
12
13
See MatchLineSeeSheet6of13Match Line
Sheet7of13
Match Line
See Sheet 4 of 13
16.A.6.c
Packet Pg. 454 Attachment: Plat Map (2569 : Final Plat Isles of Collier Preserve 10)
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)
R=328.00'L=351.12'ǻ=61°20'06"
CB=S01°36'07"E
CD=334.60'S29°03'56"WR=238.50'L=102.67'ǻ=24°39'55"
CB=S16°43'59"W
CD=101.88'
R=350.00'
L=47.67'ǻ=7°48'12"
CB=S01°19'50"E
CD=47.63'
R=238.50'L=327.09'
ǻ=78°34'42"
CB=S46°21'02"E
CD=302.05'
S85°38'22"E
926.69'
(P.B. 56, PG. 80, C.C.R.)
"Isles of CollierPreserve Phase 2"
TRACT "L"
(LAKE, L.M.E. & D.E.)(P)
"Isles of CollierPreserve Phase 7"(P.B. 60, PG. 49, C.C.R.)
TRACT "L"
(LAKE, L.M.E. & D.E.)(P)436.37'N=641982.02(Y)
E=406647.43(X)
N=642363.44(Y)
E=406859.42(X)
S89°08'12"E
N12°56'58"EN03°45'47"W108.52'N
3
7
°
5
7'4
2"W9
8.6
4'
S87°58'08"E 267.11'
N 7 7 °3 0 '2 6 "E
1 9 9 .7 5 'ǻ=5°47'39" L=80.90'
CH=N89°08'02"E 80.87'
R =8 0 0 .0 0 'ǻ =1 4 °3 1 '2 6 "L =2 0 2 .7 9 'C B =N 8 4 °4 6 '09"E CD=202.25'C D =1 2 1 .7 7 'C B =N 8 1 °5 2 '1 9 "E
L =1 2 1 .8 9 '
ǻ =8 °4 3 '4 7 "CD=232.52'CB=N04°35'35"EL=233.35'ǻ=16°42'45"R=800.00'C D =1 8 8 .6 2 '
C B =N 5 1 °5 4 '2 3 "E
L=203.98'ǻ=77°54'50"R=150.00'69.73'S 7 7 °3 0 '2 6 "W
1 9 9 .7 5 'CD=195.93'C B =S 8 4 °46'09"WL=1 9 6 .4 5 '
ǻ =1 4 °3 1 '2 6 "
R =7 7 5 .0 0 'N87°58'08"W 175.46'
S87°58'08"ECD=225.26'CB=S04°35'35"WL=226.06'ǻ=16°42'45"R=775.00'S12°56'58"W69.73'N89°08'12"W 369.56'
S89°08'12"E
N12°56'58"ECD=239.79'CB=N04°35'35"EL=240.64'ǻ=16°42'45"R=825.00'N 7 7 °3 0 '2 6 "E
1 9 9 .7 5 'R =8 2 5 .0 0 'ǻ =5 °2 1 '2 7 "L =7 7 .1 4 'C H =N 8 0 °1 1 '0 9 "E 7 7 .1 1 'R=25.00'ǻ=86°37'40"L=37.80'
C
H=
N39°33'02"E
34.30'R=25.00'ǻ=86°37'40"L=37.80'CH=S47°04'37"E34.30'R=825.00'ǻ=2°25'19"L=34.87'CH=S89°10'48"E 34.87'N03°45'47"W59.99'59.99'S03°45'47"E175.46'R=60.00'ǻ=47°09'23"L=49.38'CH=N68°27'10"E 48.00'
CH=N64°23'27"W 48.00'ǻ=47°09'23"L=49.38'R=60.00'CH=S02°01'52"W88.40'ǻ=274°18'46"L=311.20'R=65.00'69.73'R=125.00'
L=169.98'
ǻ=77°54'50"
CB=S51°54'23"W
CD=157.18'
369.56'
CH=N65°33'30"W 48.00'ǻ=47°09'23"L=49.38'R=60.00'CH=S00°51'48"W88.40'ǻ=274°18'46"L=311.20'R=65.00'R=60.00'ǻ=47°09'23"L=49.38'CH=N67°17'07"E 48.00'
C H =N 2 2 °4 3 '0 6 "E 5 9 .3 9 'ǻ =1 9 °3 2 '1 6 "L =5 9 .6 7 'R =1 7 5 .0 0 'R
=
2
5.0
0'
ǻ
=
1
1
2
°
2
4'1
5"
L
=
4
9.0
5'
C
H
=
S
5
2
°
1
2'3
0"
E
4
1.5
5'
C
H
=
N
2
3
°
4
2'5
4"W4
1.5
5'
ǻ
=
1
1
2
°
2
4'1
5"
L
=
4
9.0
5'
R
=
2
5.0
0'R=65.00'ǻ=263°54'39"L=299.40'CH=N52°02'18"E96.68'2 5 '2 5 '25'25'25'25'N89°08'12"W 199.53'
R=60.00'L=79.51'ǻ=75°55'49"
CB=S39°32'31"W
CD=73.82'
R=966.00'
L=116.29'
ǻ=6°53'51"
CB=S05°01'32"W
CD=116.22'
R=350.00'
L=186.86'
ǻ=30°35'22"
CB=S06°49'14"E
CD=184.65'
R=100.00'
L=81.18'
ǻ=46°30'38"
CB=N65°52'53"W
CD=78.97'
R=150.00'
L=84.02'
ǻ=32°05'36"
CB=S73°05'24"E
CD=82.93'
S89°08'12"E
R=80.00'
L=109.93'
ǻ=78°43'42"
CB=N51°29'57"E
CD=101.48'R=634.00'
L=11.95'
ǻ=1°04'46"
CB=N11°35'43"E
CD=11.95'
R=350.00'
L=157.58'
ǻ=25°47'48"
CB=S75°05'34"E
CD=156.26'
S87°59'28"E
18.06'R=634.00'
L=160.47'
ǻ=14°30'07"
CB=N84°45'29"E
CD=160.04'N 7 7 °3 0 '2 6 "E
1 9 9 .7 5 'S 7 7 °3 0 '2 6 "W 1 3 3 .1 5 'C D =4 0 2 .0 7 'CB=N02°09'46"EL=900.18'
ǻ=231°17'08"
R=223.00'
185.36'
C D =3 7 2 .6 6 'CB=N00°22'13"WL=960.00'ǻ=
2
4
6
°
3
9
'
1
3
"
R=223.00'R=100.00' ǻ=34°33'37" L=60.32'
CH=S73°35'00"W 59.41'
CD=438.87'
C B =S 5 7 °3 7 '4 6 "W
L=620.75'ǻ=159°29'22"R=223.00'S12°29'34"E141.00'S12°29'34"E141.00'S09°19'30"E141.00'S03°46'00"E141.00'S02°01'52"W141.00'S02°01'52"W145.27'S02°01'52"W166.53'S09°48'00"W158.00'S
3
7
°
4
4'0
0"
E
1
5
8.0
0'
S85°16'00"E 158.00'N47°12'00"E158.00'N02°01'52"EN02°01'52"EN02°01'52"E170.74'N39°30'00"ES84°09'00"E
S78°35'00"E 141.00'
S77°03'02"E
161.23'S00°51'48"W145.58'S00°51'48"W141.00'S00°51'48"W141.00'S00°51'48"W141.00'S00°51'48"W145.58'S00°51'48"WS00°51'48"WS
3
2
°
5
3'0
0
"
E
1
5
8
.
0
0'
S80°25'00"E 158.00'N52°03'00"E158.00'N00°51'48"EN00°51'48"EN00°51'48"EN00°51'48"E141.00'N00°51'48"E141.00'N00°51'48"E141.00'N00°51'48"E145.75'N00°51'48"E191.48'N04°39'58"EN02°09'00"W158.00'N49°41'00"W
158.00'
S 8 2 °4 7 '0 0 "W 1 5 8 .0 0 '
S 7 4 °5 9 '5 7 "W
2 0 3 .1 0 'N85°39'00"W 159.14'
N85°39'00"W 143.04'
N84°20'00"W
N48°17'00"WN1
2°29'34"W141.00'
6 2 .2 0 '6 2 .2 0 'C D =4 2 .8 4 'C B =S 7 9 °0 5 '2 8 "W
ǻ =3 °1 0 '0 4 "
L =4 2 .8 5 '2 6 .7 5 '2 6 .7 5 'C D =3 5 .0 5 'C B =N 7 9 °0 5 '2 8 "E
ǻ =3 °1 0 '0 4 "
L =3 5 .0 5 'CD=75.15'CB=S83°27'15"W
ǻ=5°33'30"
L=75.18'
CD=61.48'
CB=N83°27'15"E
ǻ=5°33'30"
L=61.51'
C D =7 5 .68'
C B =S 89°0 1 '55"W
ǻ =5°3 5 '51"
L =75.7 1'CD=61.42'CB=N89°00'35"Eǻ=5°33'10"L=61.44'72.49'CD=2.71'CB=N88°04'09"Wǻ=0°12'01"L=2.71'CD=2.47'CB=N88°06'09"Wǻ=0°13'22"L=2.47'CD=54.84'CB=S83°29'52"Eǻ=8°59'11"L=54.89'76.70'CD=79.59'CB=S72°28'33"Eǻ=13°03'28"L=79.76'CD=43.81'
CB=N60°30'23"W
ǻ=39°23'15"
L=44.68'
26.27'CD=22.92'CB=S64°04'15"Eǻ=3°45'10"L=22.92'CD=69.79'CB=S71°11'50"Eǻ=18°00'20"L=70.08'CD=52.39'
CB=S76°02'00"W
ǻ=47°32'00"
L=53.92'
CD=179.74'
CB=N76°02'00"Eǻ=47°32'00"L=185.00'
CD=52.39'
CB=S28°30'00"W
ǻ=47°32'00"
L=53.92'
CD=179.74'CB=N28°30'00"Eǻ=47°32'00"
L=185.00'
CD=52.39'
CB=S19°02'00"Eǻ=47°32'00"L=53.92'
CD=179.74'
CB=N19°02'00"W
ǻ=47°32'00"
L=185.00'
CD=53.39'
CB=S67°03'00"E
ǻ=48°30'00"
L=55.02'
CD=174.77'
CB=N65°52'11"W
ǻ=46°08'22"
L=179.58'CD=48.52'CB=N66°47'14"Eǻ=43°49'31"L=49.72'CD=62.99'CB=S82°56'29"Wǻ=16°14'19"L=63.20'
36.53'
CD=26.32'CB=N79°21'48"Eǻ=25°20'06"L=26.53'CD=32.61'CB=S82°17'10"Wǻ=31°31'55"L=33.02'138.94'
CD=129.88'
CB=S01°02'36"W
ǻ=9°36'47"
L=130.03'
CD=22.37'
CB=N41°06'35"W
ǻ=16°04'22"
L=22.44'CD=75.27'CB=S08°38'00"Wǻ=5°34'00"L=75.30'45.23'CD=20.73'CB=S12°10'59"Wǻ=1°31'58"L=20.73'CD=57.87'CB=N33°20'21"Eǻ=42°24'31"L=59.21'
51.01'24.50'CD=23.44'
CB=N62°58'02"Eǻ=16°50'50"
L=23.52'
62.20'
35.53'
62.20'
62.20'
62.20'
62.20'
CD=37.06'
CB=S82°02'29"E
ǻ=14°11'26"
L=37.15'
62.20'CD=46.68'CB=S65°59'41"Eǻ=17°54'10"L=46.87'62.20'
CD=30.69'
CB=N55°38'08"W
ǻ=27°18'37"
L=30.98'
CD=80.26'
CB=S73°05'25"E
ǻ=20°44'06"
L=80.70'
CD=58.61'
CB=S83°54'47"Wǻ=53°35'34"L=60.80'
CD=150.44'
CB=N76°49'46"Eǻ=39°25'33"
L=153.45'
CD=52.39'
CB=S33°21'00"W
ǻ=47°32'00"
L=53.92'
CD=179.74'
CB=N33°21'00"E
ǻ=47°32'00"
L=185.00'
CD=52.39'
CB=S14°11'00"E
ǻ=47°32'00"
L=53.92'
CD=179.74'
CB=N14°11'00"W
ǻ=47°32'00"
L=185.00'
CD=50.82'
CB=S60°57'48"E
ǻ=46°01'36"
L=52.22'
CD=187.37'
CB=N62°47'32"W
ǻ=49°41'04"
L=193.38'
CD=57.31'CB=N69°51'55"Eǻ=52°18'59"L=59.35'CD=35.05'CB=S66°23'44"Wǻ=20°11'06"L=35.23'62.20'
CD=25.02'CB=S83°40'32"Wǻ=14°22'31"L=25.09'
37.37'
62.20'
62.20'
65.20'
65.20'
65.20'
34.75'
48.01'CD=49.71'CB=N57°01'07"Wǻ=28°47'06"L=50.24'4.55'
CD=96.72'
CB=S44°04'41"E
ǻ=96°08'38"
L=109.07'
CD=91.82'
CB=N80°16'09"W
ǻ=23°45'41"
L=92.48'
CD=52.39'
CB=N64°05'00"E
ǻ=47°32'00"
L=53.92'
CD=179.74'CB=S64°05'00"W
ǻ=47°32'00"
L=185.00'
CD=52.39'
CB=N16°33'00"E
ǻ=47°32'00"
L=53.92'
CD=179.74'
CB=S16°33'00"W
ǻ=47°32'00"
L=185.00'
CD=77.05'
CB=N43°34'01"W
ǻ=72°42'02"
L=82.48'
C D =5 7 .8 2 '
C B =S 1 4 °3 9 '5 8 "E
ǻ =1 4 °5 3 '5 5 "
L =5 7 .9 9 '
C D =4 3 .4 3 'C B =S 1 8 °3 3 '2 9 "E
ǻ =7 °0 6 '5 2 "
L =4 3 .4 6 '30.98'CD=50.72'
CB=S10°50'45"Eǻ=8°18'36"L=50.76'
CD=28.97'CB=N11°56'37"E
ǻ=2°00'42"
L=28.97'38.75'CD=67.34'
CB=S01°10'14"E
ǻ=11°02'27"
L=67.45'CD=75.87'CB=N08°18'08"Eǻ=5°16'15"L=75.90'CD=25.19'CB=S06°24'44"Wǻ=4°07'27"L=25.19'CD=47.33'CB=S07°04'14"Wǻ=2°48'27"L=47.34'CD=62.24'CB=N03°30'17"Eǻ=4°19'26"L=62.26'CD=62.23'CB=S03°49'15"Wǻ=3°41'30"L=62.24'C
D=44.13'
C
B=S23°09'07"W
ǻ=43°09'02"
L=45.19'
8 5 .8 7 'C
D=33.86'
C
B=S61°07'02"W
ǻ=32°46'47"
L=34.33'
1 9 .2 7 'ǻ=0°23'53"L=6.71'CH=S01°46'33"W 6.71'
ǻ=5°06'22" L=73.52'
CH=N01°12'37"W 73.50'
N84°20'00"W 141.00'ǻ=7°03'43"L=27.49'CH=N46°09'25"W27.47'176.18'ǻ=9°00'14"L=35.04'CH=S60°48'18"W35.01'CD=104.34'
CB=S78°50'11"W
ǻ=27°03'31" L=105.31'158.19'160.77'CH=N11°46'33"E 7.95'ǻ=0°43'06"L=7.95'CH=N11°14'10"E 4.00'ǻ=0°21'41"L=4.00'233.03'CH=S70°40'16"W32.28'ǻ=8°18'06"L=32.31'182.25'CH=N55°47'07"E22.71'ǻ=21°49'16"L=22.85'158.08'(N/R)(N/R)(N/R)(N/R)(N/R)(N/R)(N /R )
(N/R)
(N/R)
Barthélemy Avenue
Way
Lucaya
LucayaWay10'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.
10'P.U.E.
10'P.U.E.10'P.U.E.10'P.U.E.10'P .U .E .10'P.U.E.15'D.E.
15'D.E.
7.5'
7.5'7.5'7.5'7.5'
7.5'
15'L.M.E.5'L.M.E.15'L.M.E.1
5
'
L
.M.E.5'L.M.E.15'L.M.E.15'L.M.E.
1 5 'L .M .E .5'L.M.E.5'L.M.E.5'L.M.E.5'L.M.E.
R =3 7 0 'R=370'ǻ =3 8 °4 9 '3 0 "L =1 0 1 .6 4 'C H =N 7 1 °2 7 '0 3 "E 9 9 .7 1 'ǻ=39°05'20"L=102.33'CH=N32°29'38"E100.36'15'L.M.E.
R=60.00' ǻ=61°44'18" L=64.65'
CH=N82°36'38"W 61.57'
R=80.00' ǻ=62°47'49" L=87.68'
CH=N20°20'35"W 83.36'ǻ=2°35'43"L=3.62'CH=N50°26'38"W3.62'ǻ=30°12'23"L=31.63'CH=N66°50'41"W31.27'25.43'ǻ=17°43'32"L=30.94'CH=S80°16'26"E30.81'161.05'
ǻ=44°07'43"L=61.62'CH=N11°00'32"W 60.10'174.72'(N/R)141.34'5'L.M.E.R=120'R=170'R=170'15'D.E.
7.55'ǻ=5°40'46"L=22.10'CH=S59°52'59"E22.10'ǻ=19°28'21"L=27.19'CB=S81°07'38"WCD=27.06'COR. FALLS IN LAKE
COR. FALLS
IN LAKE
COR. FALLS
IN LAKE
COR. FALLS
IN LAKE
COR. FALLS IN LAKE
212.56'R=175.00'ǻ=19°16'26"L=58.87'CH=N81°13'35"E 58.59'
461.21'
62.20'CD=44.54'CB=N78°54'03"Eǻ=14°37'21"L=44.66'CD=14.20'CB=N88°32'16"Eǻ=4°39'05"L=14.21'CD=72.46'CB=N59°02'18"Wǻ=18°42'03"L=72.78'(N/R)144.13'ǻ =3 9 °5 8 '0 3 "L =1 7 .4 4 'C H =N 5 9 °5 6 '0 1 "W 1 7 .0 9 'ǻ =7 2 °2 6 '1 3 "L =3 1 .6 1 'C H =N 0 3 °4 3 '5 3 "W 2 9 .5 4 '190.05'N55°37'04"E82.75'(TIE)S04°33'26"W
79.07' (TIE)
N50°52'31"E
29.71' (TIE)
N18°17'47"E
69.90' (TIE)
N43°19'01"E
20.51' (TIE)
N=642702.20(Y)
E=406655.02(X)
N=642442.26(Y)
E=406865.71(X)
N=641935.29(Y)
E=406579.13(X)
N=641777.32(Y)
E=406493.36(X)
TRACT "L-2"
1,372,239 S.F. (31.50 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "L-2"
1,372,239 S.F. (31.50 Ac.)
(LAKE, L.M.E. & D.E.)
LOT 689
LOT 690
LOT 691
LOT 692
LOT 693
LOT 694
LOT 695
LOT 696
LOT 697
LOT 707
LOT 708
LOT 709
LOT 710
LOT 718
LOT 719
LOT 720
LOT 721 LOT 722
LOT 723 LOT 724
LOT 725
LOT 726
LOT 727
LOT 728
LOT 729
LOT 730LOT 731LOT 732
LOT 733
LOT 734
8,770 S.F.
9,264 S.F.
9,637 S.F.9,670 S.F.10,680 S.F.
11,837 S.F.
17,135 S.F.
18,875 S.F.
18,875 S.F.
18,875 S.F.
18,533 S.F.10,436 S.F.
10,966 S.F.18,640 S.F.
22,496 S.F.
10,016 S.F.
9,375 S.F.
16,907 S.F.
18,875 S.F.
18,875 S.F.
19,402 S.F.
18,875 S.F.
18,875 S.F.
15,301 S.F.
14,718 S.F.
10,042 S.F.
10,479 S.F.
8,777 S.F.
14,471 S.F.
15,656 S.F.
LOT 711
LOT 712
LOT 713LOT 714LOT 715LOT 716
LOT 717
21,510 S.F.
8,810 S.F.8,770 S.F.8,770 S.F.8,826 S.F.
9,853 S.F.
13,521 S.F.
LOT 698
LOT 699
LOT 700 LOT 701 LOT 702 LOT 703 LOT 704 LOT 705
LOT 706
17,426 S.F.
9,882 S.F.8,796 S.F.8,770 S.F.9,193 S.F.9,241 S.F.10,247 S.F.
15,378 S.F.
13,674 S.F.R=85'D
riv
e
A
c
klin
s
"Isles of Collier Preserve Phase 6"(P.B. 60, PG. 1, C.C.R.)
LOT 688
LOT 735
TRACT "L-2"
1,372,239 S.F. (31.50 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "L-2"
1,372,239 S.F. (31.50 Ac.)
(LAKE, L.M.E. & D.E.)
SHEET 6 OF 13
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.
ISLES OF COLLIER PRESERVE PHASE 10A REPLAT OF A PORTION OF TRACT "F", ISLES OF COLLIERPRESERVE PHASE 7, AS RECORDED IN PLAT BOOK 60,PAGES 49 THROUGH 66, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING INSECTION 25, TOWNSHIP 50 SOUTH, RANGE 25 EASTA SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH10\23420P01.03-08.DWG - WED. 12-21-2016 - 3:06 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 OR 9)
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
7 8
9
10 11
12
13
MatchLineSeeSheet7of13MatchLineSee5 o f1 3
SheetM a t c h L i n e See
Sheet 8 o f1 3
16.A.6.c
Packet Pg. 455 Attachment: Plat Map (2569 : Final Plat Isles of Collier Preserve 10)
Lot91Section23Section241349.42'(P.R.M.TOP.R.M.)Lot90Lot89N00°44'12"W2698.83'Lot88Township 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)1349.42'(P.R.M.TOP.R.M.)N=642042.15(Y)
E=404774.25(X)
N 7 7 °3 0 '2 6 "E
1 9 9 .7 5 'S66°13'16"E
372.64'S00°44'12"E711.22'319.65'25.00'25.00'CD=603.41'CB=S24°47'41"WL=623.85'ǻ=51°03'47"R=700.00'CD=297.23'CB=S11°31'16"WL=299.51'ǻ=24°30'56"R=600.00'
ǻ=36°16'18"L=379.84'CB=S84°21'25"E C D =3 7 3 .5 3 '391.56'N89°15'48"E
48.50'
23.5'
36.5'
36.5'23.5'CD=634.87'CB=N24°47'41"EL=656.38'ǻ=51°03'47"R=736.50'N00°44'12"WS00°44'12"E341.56'CD=236.27'CB=S09°19'13"WL=237.49'ǻ=20°06'50"R=676.50'N66°13'16"W
322.22'
S 7 7 °3 0 '2 6 "W
1 9 9 .7 5 'N 7 7 °3 0 '2 6 "E
S66°13'16"E
R=25.00'L=41.19'ǻ=94°24'06"
CB=S19°01'13"E
CD=36.69'
R=25.00'L=41.19'ǻ=94°24'06"
CB=S66°34'41"W
CD=36.69'
322.22'
R=625.00'
ǻ=36°16'18"L=395.66'CB=N84°21'25"W C D =3 8 9 .0 9 '
R=575.00'
ǻ=36°16'18"L=364.01'CB=S84°21'25"E C D =3 5 7 .9 6 '
1 9 9 .7 5 'S00°44'12"E90.45'711.22'R=25.00'
L=39.27'
ǻ=90°00'00"
CB=S45°44'12"E
CD=35.36'
R=25.00'
L=39.27'
ǻ=90°00'00"
CB=S44°15'48"W
CD=35.36'
S22°06'47"E 27.44'
S00°44'12"E 44.30'
S20°38'23"W 27.44'
33.5'25'25'25'25'S00°44'12"ES89°15'48"W 366.86'
N72°14'04"W
14.00'
R=1166.00'L=90.98'
ǻ=4°28'14"
CB=N74°28'11"W
CD=90.96'
S72°14'04"E13.99'
N89°15'48"E 376.86'
N 7 7 °3 0 '2 6 "E
S66°13'16"ES23°46'44"W141.00'116.00'93.18'
83.54'225.56'R=766.00'
ǻ=36°16'18"
L=484.92'CB=S84°21'25"E C D =4 7 6 .8 7 '
238.68'
1 9 9 .7 5 '50.00'CD=374.90'
CB=S81°29'08"E
L=376.53'
ǻ=18°30'08"R=1166.00'
CD=268.15'
CB=N81°29'08"W
L=269.32'
ǻ=18°30'08"R=834.00'S23°46'44"W141.00'S23°46'44"W141.00'S23°46'44"W141.00'S22°37'00"W141.00'S16°50'00"W141.00'S11°19'00"W141.00'S05°48'00"W141.00'S00°17'00"W141.00'S05°14'00"E141.00'S10°45'00"E141.00'S12°29'34"E141.00'S12°29'34"E141.00'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
CD=12.68'
CB=N66°48'08"W
ǻ=1°09'44"L=12.68'
52.08'
52.08'
CD=15.54'
CB=S66°48'08"E
ǻ=1°09'44"L=15.54'CD=63.06'CB=N70°16'30"Wǻ=5°47'00"L=63.09'CD=77.29'CB=S70°16'30"Eǻ=5°47'00"L=77.32'CD=60.15'CB=N75°55'30"Wǻ=5°31'00"L=60.18'CD=73.73'CB=S75°55'30"Eǻ=5°31'00"L=73.75'CD=60.15'CB=N81°26'30"Wǻ=5°31'00"L=60.18'CD=73.73'CB=S81°26'30"Eǻ=5°31'00"L=73.75'CD=60.15'CB=N86°57'30"Wǻ=5°31'00"L=60.18'CD=73.73'CB=S86°57'30"Eǻ=5°31'00"L=73.75'CD=60.15'CB=N87°31'30"Eǻ=5°31'00"L=60.18'CD=73.73'CB=N87°31'30"Eǻ=5°31'00"L=73.75'CD=60.15'CB=N82°00'30"Eǻ=5°31'00"L=60.18'CD=73.73'CB=N82°00'30"Eǻ=5°31'00"L=73.75'4 5 .6 0 'CD=19.01'CB=N78°22'43"Eǻ=1°44'34"L=19.01'CD=23.30'CB=N78°22'43"Eǻ=1°44'34"L=23.30'
4 5 .6 0 '6 5 .2 0 '6 5 .2 0 'WayAntiguaBarthélemy
Avenue10'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.
10'P.U.E.
10'P.U.E.10'P.U.E.
10'P.U.E.
1 5 '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.CD=455.46'CB=N17°16'28"EL=463.05'ǻ=36°01'21"(TRACT"F-1")1535.78'(TRACT"F-1")TRACT "F-2"
786,009 S.F. (18.04 Ac.)
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)
TRACT "L-2"
1,372,239 S.F. (31.50 Ac.)
(LAKE, L.M.E. & D.E.)
LOT 735
LOT 736
LOT 737LOT 738LOT 739LOT 740
LOT 741
LOT 742
LOT 743
LOT 744
LOT 745
LOT 746
8,770 S.F.
8,770 S.F.
8,770 S.F.
9,332 S.F.
9,899 S.F.
9,442 S.F.
9,442 S.F.9,442 S.F.9,442 S.F.9,442 S.F.
9,413 S.F.
9,193 S.F.
82.5'
15'L.B.E.
15'L.B.E.N00°44'12"W1218.16'LOT 734
TRACT "L-2"
1,372,239 S.F. (31.50 Ac.)
(LAKE, L.M.E. & D.E.)
LOT 679
LOT 680
LOT 682
LOT 683
LOT 684
LOT 681
LOT 685 LOT 686
LOT 687
LOT 688
LOT 689
SHEET 7 OF 13
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.ISLES OF COLLIER PRESERVE PHASE 10A REPLAT OF A PORTION OF TRACT "F", ISLES OF COLLIERPRESERVE PHASE 7, AS RECORDED IN PLAT BOOK 60,PAGES 49 THROUGH 66, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING INSECTION 25, TOWNSHIP 50 SOUTH, RANGE 25 EASTA SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH10\23420P01.03-08.DWG - WED. 12-21-2016 - 3:07 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 OR 9)
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
7 8
9
10 11
12
13
Match Line
See
Sheet
5 o f 1 3 MatchLineSeeS h e e t 6 o f 1 3
MatchLineSheet8of13M atc h Line See Sheet 9 of 13
16.A.6.c
Packet Pg. 456 Attachment: Plat Map (2569 : Final Plat Isles of Collier Preserve 10)
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)S51°15'42"W
R=238.50'L=347.71'ǻ=83°31'51"
CB=S09°29'46"W
CD=317.72'
S
3
2
°
1
6
'
0
9
"
E
1
3
5
.
0
6
'
"Isles of CollierPreserve Phase 7"(P.B. 60, PG. 49, C.C.R.)
TRACT "L"
(LAKE, L.M.E. & D.E.)(P)
R=328.00'
L=351.12'ǻ=61°20'06"
CB=S01°36'07"E
CD=334.60'561.66'N=641219.98(Y)
E=406676.47(X)
N=641982.02(Y)
E=406647.43(X)
N72°14'04"W
14.00'
R=1166.00'
L=90.98'
ǻ=4°28'14"
CB=N74°28'11"W
CD=90.96'
R=65.00'
L=73.22'
ǻ=64°32'24"
CB=N44°26'06"W
CD=69.41'
R=365.00'
L=16.36'
ǻ=2°34'06"
CB=N10°52'51"W
CD=16.36'
R=250.00'
L=116.81'
ǻ=26°46'12"
CB=N03°47'18"E
CD=115.75'
R=223.00'
L=914.84'
ǻ=235°03'04"
CB=S79°38'53"W
CD=395.52'
R=60.00'
L=121.80'
ǻ=116°18'25"
CB=S20°16'33"W
CD=101.94'
S 7 8 °2 5 '4 6 "W
1 5 3 .3 7 '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 'S72°14'04"E13.99'
R=223.00'
L=900.18'
ǻ=231°17'08"
CB=N02°09'46"E
CD=402.07'
R=350.00'
L=157.58'
ǻ=25°47'48"
CB=S75°05'34"E
CD=156.26'
S87°59'28"E
18.06'R=634.00'L=160.47'ǻ=14°30'07"
CB=N84°45'29"E
CD=160.04'N 7 7 °3 0 '2 6 "E
1 9 9 .7 5 'R=834.00'
ǻ=29°30'34"L=429.54'C B =S 8 6 °5 9 '21 "E C D =4 2 4 .8 1 '
C D =4 0 1 .7 7 'CB=S11°47'07"EL=900.88'
ǻ=231°27'49"
R =2 2 3 .0 0 '15'L.M.E.5'L.M.E.5'L.M.E.R=370'COR. FALLS IN LAKE
COR. FALLS IN LAKE
COR. FALLS IN LAKE
OR. FALLS IN LAKE
N 8 1 °4 2 '4 6 "E
2 1 0 .3 3 '(T I E )
S81°45'33"E346.19'(TIE)
S51°32'48"E
208.67'(TIE)N55°37'04"E82.75'(TIE)N=641935.29(Y)
E=406579.13(X)
N=641777.32(Y)
E=406493.36(X)
N=641582.97(Y)
E=406386.27(X)
N=641189.66(Y)
E=406468.33(X)
N=641066.49(Y)
E=406128.19(X)
TRACT "F-2"
786,009 S.F. (18.04 Ac.)
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)
TRACT "L-2"
1,372,239 S.F. (31.50 Ac.)
(LAKE, L.M.E. & D.E.)
TRACT "L-2"
1,372,239 S.F. (31.50 Ac.)
(LAKE, L.M.E. & D.E.)
LOT 735
LOT 732
LOT 733
LOT 734
LOT 727
LOT 728
LOT 729
LOT 730LOT 731
LOT 725
LOT 726
TRACT "L-2"
1,372,239 S.F. (31.50 Ac.)
(LAKE, L.M.E. & D.E.)
SHEET 8 OF 13
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 OR 9)
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'
ISLES OF COLLIER PRESERVE PHASE 10A REPLAT OF A PORTION OF TRACT "F", ISLES OF COLLIERPRESERVE PHASE 7, AS RECORDED IN PLAT BOOK 60,PAGES 49 THROUGH 66, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING INSECTION 25, TOWNSHIP 50 SOUTH, RANGE 25 EASTA SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH10\23420P01.03-08.DWG - WED. 12-21-2016 - 3:07 PM
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.FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3
4
5 6
7 8
9
10 11
12
13
MatchLineSeeSheet7of13M a t c h L i n e
S e e
Sheet 6of13Match Line See Sheet 9 of 13
16.A.6.c
Packet Pg. 457 Attachment: Plat Map (2569 : Final Plat Isles of Collier Preserve 10)
Lot87SOUTH QUARTER COR.
SEC. 24 (C.C.R. #22085)
FD. 4"x 4" C.M.
W/DISC & SCREW
SOUTHWEST COR. SEC. 24 (C.C.R. #22075)
FD. 4"x 4" C.M. (TOP BROKEN)
26 25
23 24
S 89°42'21"W 2664.12'1349.42'(P.R.M.TOP.R.M.)N=640692.83(Y)
E=404791.60(X)
Township 50 South, Range 25 EastSection 24SW 1/4
(1/4 SEC.COR.TO SEC.COR.)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)
R=30.00'L=46.60'
ǻ=89°00'01"
CB=S12°26'33"E
CD=42.05'S32°03'28"WR=328.00'L=109.94'ǻ=19°12'14"
CB=S41°39'35"W
CD=109.42'
POINT OF BEGINNINGN00°44'12"W2698.83'Lot86TRACT "L"
(LAKE, L.M.E. & D.E.)(P)
NW 1/4
N00°19'19"E2688.11'(1/4SEC.COR.TOSEC.COR.)S51°15'42"W
561.66'318.97'N00°19'19"E2587.57'1344.05'(P.R.M.TOP.R.M.)N=640475.35(Y)
06005.38(X)
N=640868.51(Y)
E=406238.36(X)
S66°10'49"ES00°44'12"E711.22'319.65'R=500.00'ǻ=65°26'37"
L
=
5
7
1
.
1
0'
C
B
=
S
33°27'31"E
CD=540.56'
503.91'
36.5'23.5'36.5'23.5'N66°10'49"W
503.91'
S66°10'49"EN00°44'12"W711.22'R=536.50'ǻ=65°26'37"
L
=
6
1
2
.
7
9'
C
B
=
N
33°27'31"
W
CD=580.02'R=476.50'ǻ=65°26'37"
L
=
5
4
4
.
2
6'
C
B
=
S
33°27'31"E
CD=515.15'
S22°06'47"E 27.44'
S00°44'12"E 44.30'
S20°38'23"W 27.44'S00°44'12"E83.80'503.91'
33.5'
S89°15'48"W 366.86'
N72°14'04"W
14.00'
R=1166.00'
L=90.98'
ǻ=4°28'14"
CB=N74°28'11"W
CD=90.96'
R=65.00'
L=73.22'
ǻ=64°32'24"
CB=N44°26'06"W
CD=69.41'
R=365.00'
L=16.36'
ǻ=2°34'06"
CB=N10°52'51"W
CD=16.36'
R=250.00'
L=116.81'
ǻ=26°46'12"
CB=N03°47'18"E
CD=115.75'
S89°15'48"W 151.00'
N66°10'49"W
503.91'
R=1674.50'L=654.72'ǻ=22°24'08"
CB=N54°58'45"W
CD=650.56'R=325.50'ǻ=65°26'37"
L
=
3
7
1
.
7
9'
C
B
=
N
33°2
7'31"
W
CD=351.90'CD=395.52'
C
B
=
S
7
9°3
8'5
3"
W
L =9 1 4 .8 4 'ǻ=235°03'04"R=223.00'CD=268.15'
CB=N81°29'08"W
L=269.32'
ǻ=18°30'08"R=834.00'N23°49'11"E151.00'N23°49'11"E151.00'N23°49'11"E151.00'N23°49'11"E151.00'N23°49'11"E151.00'N23°49'11"E151.00'N23°49'11"E151.00'N23°49'11"E151.00'N23°49'11"EN28°43'00"E151.00'N37°21'00"E151.00'N45°59'00"E151.00'N54°37'00"E151.00'N 6 3 °1 5 '0 0 "E
1 5 1 .0 0 'N 7 1 °5 3 '0 0 "E 1 5 1 .0 0 'N 8 0 °3 1 '0 0 "E 1 5 1 .0 0 '
50.20'
50.20'
50.20'
50.20'
50.20'
50.20'
54.20'
54.20'
54.20'
54.20'
50.20'
50.20'
50.20'
50.20'
50.20'
50.20'
CD=40.71'
CB=S63°43'55"E
ǻ=4°53'49"L=40.73'
21.74'
21.74'CD=27.81'CB=N63°43'55"Wǻ=4°53'49"L=27.82'CD=49.00'CB=N56°58'00"Wǻ=8°38'00"L=49.05'CD=49.00'CB=N48°20'00"Wǻ=8°38'00"L=49.05'CD=49.00'CB=N39°42'00"W
ǻ=8°38'00"L=49.05'C D =49.00'C B =N 31°04'00"W
ǻ =8°38'00"L=49.05'C D =4 9 .0 0 'C B =N 2 2 °2 6 '0 0 "W
ǻ =8 °3 8 '0 0 "L =4 9 .0 5 'C D =4 9 .0 0 'C B =N 1 3 °4 8 '0 0 "W
ǻ =8 °3 8 '0 0 "
L =4 9 .0 5 'C D =4 9 .6 4 '
C B =N 0 5 °0 6 '3 6 "W
ǻ =8 °4 4 '4 8 "
L =4 9 .6 9 '
ǻ=8°44'48" L=72.74'
CH=S05°06'36"E 72.67'
L =7 1 .8 0 'ǻ =8 °3 8 '0 0 "
C B =S 1 3 °4 8 '0 0 "E
C D =7 1 .7 3 'L =7 1 .8 0 'ǻ =8 °3 8 '0 0 "C B =S 2 2 °2 6 '0 0 "E
C D =7 1 .7 3 'L=71.80'ǻ =8°38'00"C B =S 31°04'00"E
C D =71.73'L=71.80'ǻ=8°38'00"CB=S39°42'00"ECD=71.73'L=71.80'ǻ=8°38'00"CB=S48°20'00"ECD=71.73'L=71.80'ǻ=8°38'00"CB=S56°58'00"ECD=71.73'151.00'Ant
i
guaWa
y
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.10'P.U.E.10'P.U.E.15'D.E.
7.5'
7.5'5'L.M.E.5'L.M.E.5'L.M.E.5'L.M.E."Isles of CollierPreserve Phase 7"(P.B. 60,.C.R.)
TRACT "L"
(LAKE, L.M.E. & D.E.)(P)
5 'L .M .E .
OR.FALLSINLAKECOR.FALLSINLAKECOR.FALLSINLAKECOR.FALLSINLAKES69°20'49"E77.87'(TIE)N77°58'05"E
65.24'(TIE)S07°37'18"E282.22'(TIE)S2
9
°
0
5
'
3
8
"E2
2
6
.
5
6
'
(
T
I
E)
N=640502.82(Y)
E=405932.51(X)1535.78'(TRACT"F-1")TRACT "F-1"
2,970,584 S.F. (68.20 Ac.)
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)
TRACT "F-1"
2,970,584 S.F. (68.20 Ac.)
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)
TRACT "F-2"
786,009 S.F. (18.04 Ac.)
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)
TRACT "L-2"
1,372,239 S.F. (31.50 Ac.)
(LAKE, L.M.E. & D.E.)
LOT 747
LOT 748
LOT 749
LOT 750
LOT 751
LOT 752
LOT 753
LOT 754
LOT 755
LOT 756
LOT 757
LOT 758
LOT 759
LOT 760
LOT 761
LOT 762
7,580 S.F.
7,580 S.F.
7,580 S.F.
8,184 S.F.
8,184 S.F.
7,580 S.F.
7,580 S.F.
7,580 S.F.
8,458 S.F.
9,124 S.F.
9,124 S.F.
9,124 S.F.
9,124 S.F.
9,124 S.F.
9,124 S.F.
9,244 S.F.
82.5'
88.9'
88.9'
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°44'12"W1218.16'N05°44'12"W29.77'AT BISECTOR,
NOT ON
SECTION LINE
N00°19'19"E2553.91'LOT 763
LOT 764
LOT 765
LOT 766
LOT 767
LOT 76
TRACT "F-2"
786,009 S.F. (18.04 Ac.)
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)
Sheet11of13
SHEET 9 OF 13
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.
ISLES OF COLLIER PRESERVE PHASE 10A REPLAT OF A PORTION OF TRACT "F", ISLES OF COLLIERPRESERVE PHASE 7, AS RECORDED IN PLAT BOOK 60,PAGES 49 THROUGH 66, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING INSECTION 25, TOWNSHIP 50 SOUTH, RANGE 25 EASTA SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH10\23420P01.09-13.DWG - WED. 12-21-2016 - 3:10 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.
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
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
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 OR 9)
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
7 8
9
10 11
12
13
Match Line See Sheet 10 of 13 MatchLineSeeMatch Line See Sheet 8 of 13
M atc h Line See Sheet 7 of 13
16.A.6.c
Packet Pg. 458 Attachment: Plat Map (2569 : Final Plat Isles of Collier Preserve 10)
Lot85Lot86Township 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"E2587.57'10'P.U.E.TRACT "F-1"
2,970,584 S.F. (68.20 Ac.)
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)
88.9'
88.9'
15'L.B.E.
15'L.B.E.N00°19'19"E2553.91'LOT 759
LOT 760
LOT 761
LOT 762
N66°10'49"W503.91'
SHEET 10 OF 13ISLES OF COLLIER PRESERVE PHASE 10A REPLAT OF A PORTION OF TRACT "F", ISLES OF COLLIERPRESERVE PHASE 7, AS RECORDED IN PLAT BOOK 60,PAGES 49 THROUGH 66, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING INSECTION 25, TOWNSHIP 50 SOUTH, RANGE 25 EASTA SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH10\23420P01.09-13.DWG - WED. 12-21-2016 - 3:10 PM
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.
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 OR 9)
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
7 8
9
10 11
12
13
Match Line See Sheet 9 of 13
MatchLineSeeSheet11of13Match Line See Sheet 12 of 13
16.A.6.c
Packet Pg. 459 Attachment: Plat Map (2569 : Final Plat Isles of Collier Preserve 10)
Township 50 South, Range 25 EastSection 25NW 1/4
AntiguaWay10'
P.U.E.18.5'(P)41.5'(P)60'(P)
(P.B. 56, PG. 80, C.C.R.)
"Isles of CollierPreserve Phase 2"
5'S46°13'19"WS
43°46'41"E
35.00'S46°13'19"W15.00'R=15.00'L=23.56'ǻ=90°00'00"CB=S01°13'19"WCD=21.21'S46°13'19"W80.00'N
43°46'41"
W
6.50'S46°13'19"WS
43°46'41"E
447.95'
R=30.00'L=46.60'
ǻ=89°00'01"CB=S12°26'33"E
CD=42.05'
"Isles of CollierPreserve Phase 7"(P.B. 60, PG. 49, C.C.R.)
TRACT "L"
(LAKE, L.M.E. & D.E.)(P)
TRACT "L-2"
(LAKE, L.M.E. & D.E.)(P)
In
dies
A
ve
n
u
e
TRACT "L-1"
(LAKE, L.M.E. & D.E.)(P)TRACT "F-1"
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)(P)
"Isles of Collier
(P.B. __, PG. __, C.C.R.)Preserve Phase 9"
10'L.B.E.(P)
10'P.U.E.(P)5'(P)
10'P.U.E.(P)
1
0'
P.U.E.(P)
C
D
=387.33'
C
B=N50°21'37"
W
L=388.19'
ǻ=13°09'52"
R=1689.50'141.00'10'L.B.E.N43°46'41"W10.00'R=15.00'ǻ=90°00'00"L=23.56'CH=N88°46'41"W21.21'133.80'R=5000.00' ǻ=2°02'40" L=178.42'
CH=S47°14'39"W 178.41'
N=640475.35(Y)
E=406005.38(X)N=639707.42(Y)E=406434.33(X)N
=
6
39904.8
1(Y)
E
=
4
06613.59(X)
S
43°46'41"E
416.45'36.50'23.50'S66°10'49"E503.91'
C
D
=582.76'
CB=S54°58'45"E
L=586.49'
ǻ=22°24'08"
R=1500.00'36.5'23.5'36.5'23.5'C
D
=568.58'
CB=N54°58'45"W
L=572.22'
ǻ=22°24'08"
R=1463.50'
N
43°46'41"
W
41
6.45'
S
43°46'41"E
C
D
=591.89'
CB=S54°58'45"E
L=595.68'
ǻ=22°24'08"
R=1523.50'
503.91'
S66°10'49"E
N66°10'49"W503.91'
4
16.45'
N
43°46'41"
W
394.96'N46°13'19"E151.00'21.49'10.00'10.00'
R
=1674.50'
ǻ=22°24'08"
L=654.72'
CB=N54°58'45"W
CD=650.56'
503.91'N66°10'49"W
N46°13'19"E151.00'N46°13'19"E151.00'N46°13'19"E151.00'N46°13'19"E151.00'N46°13'19"E151.00'N46°13'19"E151.00'N46°13'19"EN45°40'45"E151.00'N43°48'45"E151.00'N41°56'45"E151.00'N40°04'45"E151.00'N38°12'45"E151.00'N36°20'45"E151.00'N34°20'00"E151.00'N32°19'15"E151.00'N30°27'15"E151.00'N28°35'15"E151.00'N26°43'15"E151.00'N24°51'15"E151.00'N23°49'11"E151.00'N23°49'11"E151.00'54.20'
54.20'
54.20'
54.20'
50.20'
50.20'
50.20'
50.20'
50.20'
50.20'
50.20'
50.20'
50.20'
50.20'
35.56'CD=15.86'CB=N44°02'58"Wǻ=0°32'34"L=15.86'CD=54.55'CB=N45°15'15"Wǻ=1°52'00"L=54.55'CD=54.55'CB=N47°07'15"Wǻ=1°52'00"L=54.55'CD=54.55'CB=N48°59'15"Wǻ=1°52'00"L=54.55'CD=54.55'CB=N50°51'15"Wǻ=1°52'00"L=54.55'CD=54.55'CB=N52°43'15"Wǻ=1°52'00"L=54.55'CD=58.81'CB=N54°39'38"Wǻ=2°00'45"L=58.82'CD=58.81'CB=N56°40'22"Wǻ=2°00'45"L=58.82'CD=54.55'CB=N58°36'45"Wǻ=1°52'00"L=54.55'CD=54.55'CB=N60°28'45"Wǻ=1°52'00"L=54.55'CD=54.55'CB=N62°20'45"Wǻ=1°52'00"L=54.55'CD=54.55'CB=N64°12'45"Wǻ=1°52'00"L=54.55'22.37'CD=27.51'CB=S65°39'47"Eǻ=1°02'04"L=27.51'22.37'
50.20'
50.20'ǻ=1°02'04"L=30.23'CB=N65°39'47"WCD=30.23'L=49.63'ǻ=1°52'00"CB=S64°12'45"ECD=49.63'L=49.63'ǻ=1°52'00"CB=S62°20'45"ECD=49.63'L=49.63'ǻ=1°52'00"CB=S60°28'45"ECD=49.63'L=53.51'ǻ=2°00'45"CB=S56°40'23"ECD=53.51'L=49.63'ǻ=1°52'00"CB=S58°36'45"ECD=49.63'L=49.63'ǻ=1°52'00"CB=S50°51'15"ECD=49.63'L=49.63'ǻ=1°52'00"CB=S52°43'15"ECD=49.63'L=53.51'ǻ=2°00'45"CB=S54°39'38"ECD=53.51'L=49.63'ǻ=1°52'00"CB=S47°07'15"ECD=49.63'L=49.63'ǻ=1°52'00"CB=S48°59'15"ECD=49.63'L=14.43'ǻ=0°32'34"CB=S44°02'58"ECD=14.43'35.56'L=49.63'ǻ=1°52'00"CB=S45°15'15"ECD=49.63'151.00'W
ay
A
ntig
u
a10'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.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.5'L.M.E.15'15'COR. FALLS IN LAKE
COR.FALLSINLAKECOR.FALLSINLAKEN
46°13'19"E
15.00'(TIE)S69°20'49"E77.87'(TIE)N77°58'05"E
65.24'(TIE)
N=640502.82(Y)
E=405932.51(X)
N
=
6
40217.87(Y)
E
=
4062
92.83(X)
TRACT "F-1"
2,970,584 S.F. (68.20 Ac.)
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)
LOT 763
LOT 764
LOT 765
LOT 766
LOT 767
LOT 768
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 781
LOT 782
LOT 783
8,184 S.F.
8,184 S.F.
7,580 S.F.
7,580 S.F.
7,580 S.F.
7,580 S.F.
7,580 S.F.
7,657 S.F.
7,866 S.F.
7,866 S.F.
7,866 S.F.
7,866 S.F.
7,866 S.F.
8,481 S.F.
8,481 S.F.
7,866 S.F.
7,866 S.F.
7,866 S.F.
7,866 S.F.
7,737 S.F.
7,580 S.F.AntiguaWayLOT 762
TRACT "L-2"
1,372,239 S.F. (31.50 Ac.)
(LAKE, L.M.E. & D.E.)SHEET 11 OF 13
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.ISLES OF COLLIER PRESERVE PHASE 10A REPLAT OF A PORTION OF TRACT "F", ISLES OF COLLIERPRESERVE PHASE 7, AS RECORDED IN PLAT BOOK 60,PAGES 49 THROUGH 66, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING INSECTION 25, TOWNSHIP 50 SOUTH, RANGE 25 EASTA SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH10\23420P01.09-13.DWG - WED. 12-21-2016 - 3:10 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 OR 9)
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
7 8
9
10 11
12
13
MatchLineSeeSheet10of13Match Line See Sheet 12 of 13MatchLineSee
Sheet 9 of 13
16.A.6.c
Packet Pg. 460 Attachment: Plat Map (2569 : Final Plat Isles of Collier Preserve 10)
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.)R=600.00'L=250.83'
ǻ=23°57'08"
CB=S36°17'26"W
CD=249.00'S48°16'00"WR=5000.00'L=178.42'ǻ=2°02'40"
CB=S47°14'39"W
CD=178.41'
TRACT "F-1"
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)(P)
"Isles of Collier
(P.B. __, PG. __, C.C.R.)Preserve Phase 9"583.42'N00°19'19"E2587.57'1344.05'(P.R.M.TOP.R.M.)N=639348.78(Y)
E=404784.04(X)
N=639105.35(Y)
E=405771.33(X)
TRACT "F-1"
2,970,584 S.F. (68.20 Ac.)
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)
88.9'
88.9'
15'L.B.E.
15'L.B.E.N00°19'19"E2553.91'SHEET 12 OF 13
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.
ISLES OF COLLIER PRESERVE PHASE 10A REPLAT OF A PORTION OF TRACT "F", ISLES OF COLLIERPRESERVE PHASE 7, AS RECORDED IN PLAT BOOK 60,PAGES 49 THROUGH 66, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING INSECTION 25, TOWNSHIP 50 SOUTH, RANGE 25 EASTA SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH10\23420P01.09-13.DWG - WED. 12-21-2016 - 3:11 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.
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
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
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 OR 9)
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
7 8
9
10 11
12
13
Match Line See Sheet 13 of 13
Match Line See Sheet 10 of 13 Match Line See Sheet 11 of 13
16.A.6.c
Packet Pg. 461 Attachment: Plat Map (2569 : Final Plat Isles of Collier Preserve 10)
SW 1/4
WEST 1/4 COR. SEC. 25
(C.C.R. #22081)
FD. 3.5"x 3.5" C.M.
(TOP BROKEN)
EAST 1/4 COR. SEC. 25
FD. 3/4" I.P.. W/CAP "LB642"
N=638004.73(Y)
E=404776.49(X)N=638032.90(Y)
E=410102.47(X)
Township 50 South, Range 25 EastSection 25NW 1/4
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)
(P.B. 60, PG. 1, C.C.R.)Preserve Phase 6""Isles of Collier
N00°19'19"E2587.57'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'
N89°41'49"E 262.97'S24°18'52"W"Isles of Collier
(P.B. __, PG. __, C.C.R.)Preserve Phase 9"
TRACT "F-1"
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)(P)
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.)412.94'187.28'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
97.36'
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'
N19°08'10"W7.83'
N32°43'30"W 7.89'1243.51'(P.R.M.TOP.R.M.)N=638105.27(Y)
E=404777.05(X)
N=637971.00(Y)
E=405033.65(X)
N=637934.50(Y)
E=405445.44(X)
N=638113.96(Y)
E=405353.87(X)
N=638529.72(Y)
E=405716.89(X)
N=638004.03(Y)
E=404886.81(X)
N=638528.33(Y)
E=405453.92(X)
TRACT "F-1"
2,970,584 S.F. (68.20 Ac.)
(FUTURE DEVELOPMENT, TEMPORARY
ACCESS EASEMENT, D.E. & P.U.E.)
88.9'
88.9'
15'L.B.E.
15'L.B.E.N00°19'19"E2553.91'SHEET 13 OF 13
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.
ISLES OF COLLIER PRESERVE PHASE 10A REPLAT OF A PORTION OF TRACT "F", ISLES OF COLLIERPRESERVE PHASE 7, AS RECORDED IN PLAT BOOK 60,PAGES 49 THROUGH 66, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING INSECTION 25, TOWNSHIP 50 SOUTH, RANGE 25 EASTA SUBDIVISION LYING IN SECTIONS 24 AND 25,TOWNSHIP 50 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23420\DWG\SURVEYING\PLAT\PH10\23420P01.09-13.DWG - WED. 12-21-2016 - 3:11 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 OR 9)
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
7 8
9
10 11
12
13
Match Line See Sheet 12 of 13
16.A.6.c
Packet Pg. 462 Attachment: Plat Map (2569 : Final Plat Isles of Collier Preserve 10)