Agenda 11/14/2017 Item #16A 911/14/2017
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 minor final plat of Buckley Parcel Replat, Application Number PL20170003099.
OBJECTIVE: To approve for recording the final plat of Buckley Parcel Replat, a subdivision of lands
located in Section 2, Township 49 South, Range 25 East, Collier County, Florida.
CONSIDERATIONS: The Development Review Division of the Growth Management Department has
completed the review of the minor final plat of Buckley Parcel Replat, and these documents are in
compliance with the County Land Development Code (LDC) and Chapter 177, Florida Statutes. Under
LDC Section 10.02.04 D, a minor final plat approval may be requested as an alternative to the standard
construction plans and plat approval where the plat does not require improvements, a construction and
maintenance agreement, a security performance bond, or phasing. This plat is located within the Buckley
PUD, Ord. 14-24, as amended. All fees have been paid. The Development Review Division
recommends that the minor final plat of Buckley Parcel Replat be approved for recording.
FISCAL IMPACT: 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: $1,087
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public
Facilities (COA) prior to the issuance of the construction plan final approval letter and plat recordation,
except when the applicant elects to delay obtaining a COA for non-residential developments that are
required to obtain approval of a site development plan prior to the issuance of a building permit.
LEGAL CONSIDERATIONS: The applicant is requesting approval of the final subdivision plat. The
Board shall consider the County Manager or designee’s recommendation and shall take evidence and
testimony in regard to the final subdivision plat requirements identified in LDC sections 10.02.04 B,
10.02.04 C, and other provisions of the LDC, as well as Chapter 177, Florida Statutes. If the Board denies
or places conditions on the final subdivision plat, it shall state reasons for such denial or conditions. This
item has been approved as to form and legality, and requires a majority vote for Board approval -- SAS
RECOMMENDATION: To approve the minor final plat of Buckley Parcel Replat, Application
Number PL20170003099 for recording.
Prepared by: John Houldsworth, Senior Site Plan Reviewer, Development Review Division
ATTACHMENT(S)
1. Location Map (PDF)
2. Plat Map (PDF)
11/14/2017
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.9
Doc ID: 3946
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 minor final plat of Buckley Parcel Replat, Application Number
PL20170003099.
Meeting Date: 11/14/2017
Prepared by:
Title: Site Plans Reviewer, Senior – Growth Management Development Review
Name: John Houldsworth
10/16/2017 8:27 AM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
10/16/2017 8:27 AM
Approved By:
Review:
Growth Management Development Review Chris Scott Additional Reviewer Completed 10/17/2017 8:40 AM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 10/17/2017 10:00 AM
Growth Management Department Judy Puig Level 1 Reviewer Completed 10/17/2017 1:05 PM
Growth Management Department Matthew McLean Additional Reviewer Completed 10/17/2017 2:04 PM
Growth Management Department Thaddeus Cohen Department Head Review Completed 10/17/2017 3:53 PM
Growth Management Department James French Deputy Department Head Review Completed 10/17/2017 4:04 PM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 10/18/2017 3:42 PM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 10/19/2017 3:07 PM
Budget and Management Office Mark Isackson Additional Reviewer Completed 10/24/2017 9:20 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 10/24/2017 2:19 PM
County Manager's Office Leo E. Ochs Level 4 County Manager Review Completed 11/01/2017 11:06 AM
Board of County Commissioners MaryJo Brock Meeting Pending 11/14/2017 9:00 AM
35 36
� 31
1
L'ANDFRRILT BEACH ROAD (CR 862)
PROJECT
LOCATION
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PINE RIDGE ROAD CR 896)
L OCA TION MAP
NOT TO SCALE
A REPLA T
PAGES 7958
(INCL USI VE),
62,
LEGAL DESCRIPTION
Buckley Parcel Replat
SHEET 1 OF 4
OF ALL OF TRACT "L I '; LESS THOSE LANDS DESCRIBED AND RECORDED IN OFFI CIA L RECORDS BOOK 5408.
THROUGH 1960 (INCLUSIVE), ALL OF LOTS I THROUGH 34 (INCLUSIVE), LOT 37, ALL OF LOTS 39 THROUGH 46
ALL OF LOTS 48 THROUGH 5J (INCLUSIVE). ALL OF LOTS 57 THROUGH 59 (INCLUSIVE). ALL OF LOTS 61 AND
ALL OF LOTS 64 THROUGH 82 (INCLUSIVE), AND ALL OF TRACTS "OSI " THROUGH "OS5 " (INCLUSIVE),
BUCKLEY PARCEL, AS RECORDED IN PLA T BOOK 6 I, PA GES 38 THROUGH 41 (INCLUSIVE).
ALL LYING WITHIN SECTION 2, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COL L lER COUNTY, FL ORIDA
BEING ALL OF TRACT "L 1 ', LESS THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK
5408, PAGES 1958 THROUGH 1960 (INCL USI VE), ALL OF LOTS 1 THROUGH 34 (INCL USI VE), LOT 37, ALL OF
L 0 TS 39 THROUGH 46 (INCL USI VE), ALL OF L 0 TS 48 THROUGH 53 (INCL USI VE), ALL OF L 0 TS 57 THROUGH
59 (INCLUSIVE), ALL OF LOTS 61 AND 62, ALL OF LOTS 64 THROUGH 82 (INCLUSIVE), AND ALL OF TRACTS
"OS 1 " THROUGH 'OS5 " (INCL USI VE), ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 61,
PAGES 38 THROUGH 41 (INCLUSIVE). ALL LYING WITHIN SECTION 2, TOWNSHIP 49 SOUTH, RANGE 25 EAST,
COLLIER COUNTY, FLORIDA.
CONTAINING 754, 373 SQUARE FEET OR 17.318 ACRES, MORE OR LESS.
DEDICA TIONS/RESER VA TIONS
STA TE OF FLORIDA
COUNTY OF COLLIER
KNOW ALL MEN BY THESE PRESENTS THAT PULTE HOME COMPANY, LLC, A MICHIGAN LIMITED LIABILITY
COMPANY, THE OWNER OF THE LANDS DESCRIBED HEREON, HAS CAUSED THIS PLAT ENTITLED "BUCKLEY
PARCEL REPLA T" TO BE MADE AND DOES HEREBY
A. DEDICA TE TO A VERY SQUARE HOMEOWNERS ASSOCIA TION, INC.:
1. ALL DRAINAGE EASEMENTS (D.E.) AS DEPICTED, FOR THE PURPOSE OF CONSTRUCTION, INSTALLATION,
MAINTENANCE AND OPERATION OF STORMWA TER/DRAINAGE FA CILI TIES WITH RESPONSIBILITY FOR
MAINTENANCE.
2. ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) AS DEPICTED, WITH RESPONSIBILITY FOR MAINTENANCE.
N OTI CE:
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.
COUNTY APPROVALS
COUNTY ENGINEER
THIS PLA T APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OF COLLIER
COUNTY, FLORIDA, THIS ______ DAY OF ------------- 2017, A. D.
JACK MCKENNA, P. E.
COLLIER COUNTY ENGINEER
COUNTY SURVEYOR
J. TRACT 11- AS LAKE, FOR THE PURPOSE OF CONSTRUCTION, INSTALLATION, MAINTENANCE AND d 7
OPERA TION OF STORY WA TER/DRAINAGE FACILITIES, SUBJECT TO THE EASEMENTS DEPICTED HEREON WITH z THIS PLA T REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS _____ DA Y
RESPONSIBILITY FOR MAINTENANCE. > OF ___________, 2017, A.D.
4 ALL LANDSCAPE BUFFER EASEMENTS (L.B.E.) FOR LANDSCAPING AND BUFFER PURPOSES WITH
RESPONSIBILITY FOR MAINTENANCE.
5. TRACTS "OSI; "OS2'; "0S3'; "OS4 " AND "OS5 " AS OPEN SPACE, SUBJECT TO THE EASEMENTS
SHOWN HEREON WITH RESPONSIBILITY FOR MAINTENANCE.
B. DEDICATE PUBLIC UTILITY EASEMENTS (P.UE) TO ALL LICENSED OR FRANCHISED
PUBLIC OR PRI VA TE UTILITIES:
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 FA CILI TIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER
PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC
U TILI TY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO
THOSE PRI VA TE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS,
OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL
COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE
COMMISSION.
C. DEDICA TE TO COLLIER COUNTY WATER -SEWER DISTRICT-
1.
ISTRICT
1. ALL COUNTY UTILITY EASEMENTS (C. U.E.) FOR POTABLE WATER, NON -POTABLE IRRIGATION
WA TER AND/OR WASTEWA TER SYSTEMS) OR PORTIONS) THEREOF AND INGRESS AND EGRESS
RIGHTS, WHERE APPROPRIA TE, ARE PROVIDED TO THE COLLIER COUNTY WA TER -SEWER DISTRICT
TO OPERA TE AND MAINTAIN POTABLE WA TER, NDN -POTABLE IRRIGA TION WA TER AND/OR
WASTEWA TER U TILI TY SYSTEMS OR POR TIONS) THEREOF WI THIN THE PLA TTED AREA AFTER FINAL
CONVEYANCE TO THE COLLIER COUNTY WA TER -SEWER DISTRICT AND, WHERE APPLICABLE, TO
INSTALL THE COLLIER COUNTY WATER -SEWER DISTRICT'S CONNECTING UTILITY FACILITIES WITHIN
SUCH EASEMENT(S), WITH NO RESPONSIBILITY FOR MAINTENANCE OF THE SURFACE EASEMENT
AREA.
2. APPLICABLE POTABLE WATER, NDN -POTABLE IRRIGA TION 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 OF
COUNTY COMMISSIONERS (BOARD) AS THE EX -OFFICIO GOVERNING BOARD OF THE WA TER -SEWER
DISTRICT UPON ACCEPTANCE OF THE ADDITIONS, EXTENSIONS AND/OR IMPROVEMENTS REQUIRED
BY THE PLAT.
D. DEDICATE TO COLLIER COUNTY -
1. ALL DRAINAGE EASEMENTS (D.E.), AS DEPICTED WITH NO RESPONSIBILITY FOR MAINTENANCE.
2. ALL LAKE MAINTENANCE EASEMENTS (L.M.E.), AS DEPICTED WITH NO RESPONSIBILITY FOR
MAINTENANCE.
E. RESERVE TO PULTE HOME COMPANY, LLC, AND FOR THE BENEFIT OF ITS
DESIGNEES, SUCCESSORS AND ASSIGNS:
1. PERPETUAL, NON EXCL USl VE TECHNOLOGY UTILITY EASEMENTS (T. U.E.) AS SHOWN HEREIN FOR THE
PURPOSES OF CONSTRUCTING, INSTALLING, OPERATING, MAINTAINING, REPAIRING AND REPLACING UTILITY
SYSTEMS, INCLUDING, WITHOUT LIMITATION, GAS, TELEPHONE, TELECOMMUNICATIONS, CABLE TELEVISION,
SECURITY AND SIMILAR SYSTEMS, WITH RESPONSIBILITY FOR MAINTENANCE. SUCH EASEMENTS BEING
RESER VED TO PUL TE HOME COMPAN Y, L CC, MA Y BE GRANTED OR CON VEYED TO THIRD PAR TIES AND
MAY, BUT NOT NECESSARILY, BE PERPETUAL AND IRREVOCABLE, AT WHICH POINT SUCH TECHNOLOGY
U TILI TY EASEMENTS OR INTERESTS SHALL BE MORE PARTICULARLY DESCRIBED IN THE INSTRUMENT
GRANTING OR CONVEYING SUCH EASEMENTS OR INTERESTS. ALL RIGHTS AND INTERESTS RESERVED OR
LATER GRANTED PURSUANT TO THE TECHNOLOGY U TILI TY EASEMENTS HEREIN SHALL BE INFERIOR AND
SUBORDINATE TO ANY RIGHT OR INTEREST PURSUANT TO THE EASEMENTS DEDICATED ABOVE. ANY USE
PURSUANT TO A TECHNOLOGY UTILITY EASEMENT MUST NOT INTERFERE WITH ANY USE PURSUANT TO
THE EASEMENTS DEDICATED ABOVE. IF THERE IS A CONFLICT BETWEEN ANY EXISTING OR PROPOSED
USE PURSUANT TO THE EASEMENTS DEDICATED ABOVE, AND ANY EXISTING OR PROPOSED USE
PURSUANT TO A TECHNOLOGY UTILITY EASEMENT, THEN ANY FACILITIES, EQUIPMENT OR USE PURSUANT
TO A TECHNOLOGY U TILI TY EASEMENT WILL BE MOVED, CHANGED, OR TERMINATED AT THE EXPENSE OF
THE HOLDER OF THE TECHNOLOGY UTILITY EASEMENT IN ORDER TO REMOVE ANY SUCH CONFLICT.
EXCEPT AS PERMITTED BY PULTE HOME COMPANY, LLC, ITS SUCCESSORS OR ASSIGNS, IN AN
INSTRUMENT GRANTING OR CONVEYING A TECHNOLOGY UTILITY EASEMENT, ALL FACILITIES CONSTRUCTED
OR INSTALLED BY ANY OF THE GRANTEES OF THE TECHNOLOGY UTILITY EASEMENTS DESCRIBED ABOVE
SHALL BE UNDERGROUND.
LOCA 77ON MAP
NOT TO SCALE
IN WI TNESS WHEREOF, THE UNDERSIGNED OWNERS HA VE CAUSED THESE PRESENTS TO BE SIGNED THIS
DA Y OF ------------------ 2017, A. D.
Wl TNESSES.-
---------------------
SIGMA TORE
---------------------
PRINT NAME
---- ------------
SIGNA TORE
------------ -------
PRINT NAME
PULTE HOME COMPANY, LLC, A MICHIGAN LIMITED LIABILITY COMPANY
A U THORIZED TO DO BUSINESS IN THE S TA TE OF FLORIDA
BY:_____________
MICHAEL HUENIKEN, DIRECTOR - LAND DEVELOPMENT
SURVEY NOTES:
1. ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF.
2. UNLESS OTHERWISE NOTED ALL CURVES ARE TANGENTIAL AND CIRCULAR.
3. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERL Y BOUNDARY OF THE PLA T OF BUCKLEY PARCEL, AS
RECORDED IN PLAT BOOK 61, PAGES 38 THROUGH 41 (INCLUSIVE) PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA,
BEARING NORTH 02'J4'0 7 " WEST AND RELA TE TO THE STA TE PLANE COORDINA TE SYSTEM ESTABLISHED BY THE
NA TIONAL GEODETIC SURVEY FOR FLORIDA EAST ZONE, 1983 DA TUM WITH 1990 ADJUSTMENT.
4. COVENANTS, CONDITIONS AND RESTRICTIONS FOR A VERY SQUARE, RECORDED IN OFFICIAL RECORDS BOOK 5293
PAGE 2970, AS AMENDED IN OFFICIAL RECORDS BOOK 5312, PAAGE 1375; OFFICIAL RECORDS BOOK 5312, PAGE
1377; OFFICIAL RECORDS BOOK 5396, PAGE 2641; OFFICIAL RECORDS BOOK 5416, PAGE 2975, OF THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA.
5. THIS PROJECT IS SUBJECT TO THE CONDITIONS OF THE BUCKLEY PUD ORDINANCE 14-24, AS AMENDED.
ACKNOWLEDGEMENT
STA TE OF FLORIDA
COUNTY OF COLLIER
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS _____ DAY OF ------------- 2017,
B Y MICHAEL HUENIKEN, DIRECTOR - LAND DE VEL OPMENT OF PUL TE HOME COMPAN Y, LL C, A MICHIGAN
LIM/ TED L/ABIL I TY COMPAN Y, ON BEHALF OF THE COMPAN Y. HE [ j IS PERSONA LL Y KNOWN TO ME OR
HAS PRODUCED _____________________________ AS IDENTIFICA TIONN,
SIGNA TORE OF PERSON TAKING A CKNOWLEDGMENT
NAME OF A CKNOWLEDGER TYPED, PRINTED OR STAMPED
(AFFIX SEAL)
MARCUS L. BERMAN, P. S.M. #5086
COLLIER COUNTY SURVEYOR
COUNTY A TTORNEY
THIS PLA T APPROVED BY THE COLLIER COUNTY A TTORNEY THIS _____ DA Y
OF ------------ 2017, A. D.
-------------------------------
SCOTT A. STONE
ASSISTANT COUNTY A TTORNEY
COUNTY COMMISSION APPROVAL
THIS PLA T 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 THA T THE PLA T IS
FILED IN THE OFFICE OF THE CLERK OF CIRCUIT COURT OF COLLIER COUNTY,
FL ORIDA.
A TTEST PENN Y TA YL OR, CHAIRMAN
DWIGHT E. BROCK BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA.
FILING RECORD
I HEREB Y CER TIFY THA T THIS PLA T HAS BEEN EXAMINED B Y ME AND THA T I T
COMPLIES IN FORM WITH THE REQUIREMENTS OF CHAPTER 177, FLORIDA
STA TU TES. I FUTHER CERTIFY THA T SAID PLA T WAS FILED FOR RECORD A T
________ (A. M. OR P.M.) THIS ______ DAY OF ----------- 2017 A.D.,
AND DUL Y RECORDED IN PLA T BOOK ------- PAGE(S) _______ THROUGH
INCLUSIVE, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
DWIGHT E. BROCK
CLERK OF THE CIRCUIT COURT IN
AND FOR COLLIER COUNTY, FLORIDA.
SUR VEYORS CER TIFICA TE
I HEREBY CERTIFY THA T THIS PLA T WAS PREPARED FROM A BOUNDARY
SUR VEY PERFORMED B Y ME, OR UNDER M Y SUPER VISION, AS PRO VIDED IN
CHAPTER 177.041, FLORIDA STA TU TES AND THA T THIS PLA T COMPLIES WITH
ALL THE REQUIREMENTS OF CHAPTER 177, PART 1, AS AMENDED, FLORIDA
STA TU TESS,
IT IS FURTHER CERTIFIED THAT ALL PERMANENT REFERENCE MONUMENTS WILL
BE SET PRIOR TO RECORDING OF THIS PLA T AND THA T ALL LOT CORNERS
WILL BE SET PRIOR TO FINAL A CCEP TA NCE OF THE REQUIRED IMPRO VEMEN TS.
RHODES & RHODES LAND SURVEYING, INC.
JOHN SCOTT RHODES, P. S.M. NO. 5739 DA TED
THIS INSTRUMENT PREPARED BY:
JOHN SCOTT RHODES, P.S.M. #5739
O RHODES & RHODES
LAND SURVEYING, INC.
28100 BONITA GRANDE DRIVE, SUITE #107
BONITA SPRINGS, FLORIDA 34135
(239) 405-8166 FAX NO. (239) 405-8163
FLORIDA BUSINESS LICENSE NO. LB 6897
Buckley Parcel Re p lat
A REPL A T
OF
A L L OF TRA C T "L I '; L ESS
THOSE L A NDS DESCRIBED A ND RECORDED IN OFFI CIA L RECORDS BOOK 54 08,
PAGES 1958
THROUGH 1960 (INCLUSIVE),
ALL
OF LOTS I
THROUGH 34 (INCLUSIVE), LOT 37, ALL OF LOTS 39 THROUGH 46
(INCLUSIVE),
ALL
OF LOTS 48 THROUGH
53
(INCLUSIVE),
ALL OF LOTS 57 THROUGH 59 (INCLUSIVE), ALL OF LOTS 61 AND
62,
ALL
OF LOTS 64 THROUGH
82
(INCLUSIVE),
AND ALL OF TRACTS "OSI"" THROUGH "OS5 " (INCLUSIVE),
00
02 3326 " W
BUCKL E Y PA RCEL, A S RECORDED IN PL A
T BOOK 6 I, PA GES 38 THROUGH 41 (INCL USI VE).
N
ALL
LYING WITHIN SECTION
2,
TOWNSHIP 49
SOUTH, RANGE 25 EAST COL L lER COUNTY, FL ORIDA
SHEET 2 OF
KEYMAP
0 40 80 160
GRAPHIC SC,4LE /N FEET
1"_90'
W. LINE OF SECTION 1-49-25
S 02 3326" E -1589.73' E. LINE OF SECTION 2-49-25 EASTERL Y R. 0. W. LINE
AIRPORT ROAD NORTH (C. R. 31)
N.E. CORNER SECTION 2-49-25 rn `�
(S. N. R. NO. 78-19, 0. R. 734, PGSS, 767-768)
Co
N 02 3326 " W 756.33' N 02 3326 " W 1989. 10'
_
Ll _ _ TRACT "OSI " TRACT "OS2 " 133 50'
LEGEND:
B. 0. B.
R. 0. W.
S. N. R.
NO.
0. R.
N. R.
(E)
P. U. E.
A. E.
I. E.
L.B.E.
L.M.E.
T. U. E.
D. E.
C. U. E.
P.B.
PGS.
■
N
Q
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W
BASIS OF BEARING
RIGH T- OF- WA Y
STREET NAME RESOL U TION
NUMBER
OFFICIAL RECORDS BOOK
NON -RADIAL
EASEMENT TIE
PUBLIC UTILITY EASEMENT
ACCESS EASEMENT
IRRIGATION EASEMENT
LANDSCAPE BUFFER EASEMENT
LAKE MAINTENANCE EASEMENT
TECHNICAL UTIL I TY EASEMENT
DRAINAGE EASEMENT
COUNTY UTILITY EASEMENT
PLA T BOOK
PA GES
12
13
14
15
16
17
19
20
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00
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L 1
Co
N
02 3326 " W
L2
O
N
NQ
LJ
45.20'
N
02 3326 " W
L 4
49.70'
00
N UL XJ Lb W 7 7 U. U4
(NOTA PART) I�/lL TON DRr VE SHEET 3
Al n'J'7Z'1)i'" IA/
TRA C T "R 99
C'n4 .4-7'
I
SUCKLEY PARCEL
P. B. 61 PGS. 38- 41
W
�
LINE
W
BEARING
L 1
45.03'
N
02 3326 " W
L2
O
N
NQ
LJ
45.20'
N
02 3326 " W
L 4
49.70'
00
02 3326 " W
L5
�
N
023326" W
L6
54.56'
N
89:26J9" E
'7
45.20'
N
CD
TRA C T "R 99
C'n4 .4-7'
I
SUCKLEY PARCEL
P. B. 61 PGS. 38- 41
UL JJ LD YV U/ /.LJ
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/ z Al n?'77'?�" iii 7Fg in, n/ n�^��'��" IA/
LINE TABLE
CURVE
LINE
LENGTH
BEARING
L 1
45.03'
N
02 3326 " W
L2
�
N
89 3939 " E
LJ
45.20'
N
02 3326 " W
L 4
49.70'
N
02 3326 " W
L5
�
N
023326" W
L6
54.56'
N
89:26J9" E
'7
45.20'
N
CD
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00
07
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N
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TRACT "OSI "
22
21
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TRACT "Ll "
-VU. 4u '
I
1990.92
53
127.32'
54
(NOT A PART)
4'07
3.24'
0
N 003321" W
63
(NOT A PART)
N 003321 " W
126.00'
62
61
126.00'
60
(NOT A PART)
N 003321 b
126.00'
59
58
57
126.00
N 003321 " W
56
(NOT A PART)
(NOT A PART)
�G9 N 003321SW 170 .6,
TRACT "OS2 "
11
I
EMERALD LAKES A T BRIDGET LAKE EMERALD LAKES A T BRIDGET LAKE-
UNIT
AKEUNIT ONE UNI T TWO
P. B. 15 FACES 45 AND 46 P. B. 16 PGS. 42-46
INDICA TES SET PERMANENT REFERENCE MONUMENT
(5/8" X 18" IRON ROD CAPPED "PRM LB 6897'
(UNLESS OTHERWISE NOTED)
INDICA TES PERMANENT CONTROL POINT
POIN T OF IN TERSEC TION, POIN T OF CUR VA TURF,
POINT OF TANGENCY OR POINT OF REVERSE
CUR VA TORE.
LINE TABLE
CURVE
LINE
LENGTH
BEARING
L 1
45.03'
N
02 3326 " W
L2
�
N
89 3939 " E
LJ
45.20'
N
02 3326 " W
L 4
49.70'
N
02 3326 " W
L5
�
N
023326" W
L6
54.56'
N
89:26J9" E
'7
45.20'
N
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N
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Co
76.46'
Co ��
N
NN
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46.04'
44.82'
N
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Lo
Lo
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25.00'
90 00'00"
39.27'
35.36'
N
422634" E
O
O
o
CQ
V
023326"
W
JL
L4
L5
N
TRACT "OSI "
22
21
N 02 34 '07" W
TRACT "Ll "
-VU. 4u '
I
1990.92
53
127.32'
54
(NOT A PART)
4'07
3.24'
0
N 003321" W
63
(NOT A PART)
N 003321 " W
126.00'
62
61
126.00'
60
(NOT A PART)
N 003321 b
126.00'
59
58
57
126.00
N 003321 " W
56
(NOT A PART)
(NOT A PART)
�G9 N 003321SW 170 .6,
TRACT "OS2 "
11
I
EMERALD LAKES A T BRIDGET LAKE EMERALD LAKES A T BRIDGET LAKE-
UNIT
AKEUNIT ONE UNI T TWO
P. B. 15 FACES 45 AND 46 P. B. 16 PGS. 42-46
INDICA TES SET PERMANENT REFERENCE MONUMENT
(5/8" X 18" IRON ROD CAPPED "PRM LB 6897'
(UNLESS OTHERWISE NOTED)
INDICA TES PERMANENT CONTROL POINT
POIN T OF IN TERSEC TION, POIN T OF CUR VA TURF,
POINT OF TANGENCY OR POINT OF REVERSE
CUR VA TORE.
h
Q
j
N
I=
THIS INSTRUMENT PREPARED BY:
JOHN SCOTT RHODES, P.S.M. #5739
O RHODES & RHODES
LAND SURVE)IING, INC.
28100 BONITA GRANDE DRIVE, SUITE #107
BONITA SPRINGS, FLORIDA 34135
(239) 405-8166 FAX N0. (239) 405-8163
FLORIDA BUSINESS LICENSE N0. LB 6897
LINE TABLE
CURVE
LINE
LENGTH
BEARING
L 1
45.03'
N
02 3326 " W
L2
53.23'
N
89 3939 " E
LJ
45.20'
N
02 3326 " W
L 4
49.70'
N
02 3326 " W
L5
49.70'
N
023326" W
L6
54.56'
N
89:26J9" E
L 7
45.20'
N
872553" E
L8
12.66'
N
5733'38" W
L9
45.20'
N
892639" E
L 10
45.20'
N
89:26J9" E
L11
11.43'
N
89:26J9" E
L 12
37.50'
N
0033'21 " W
L 13
81.86'
N
89 2639 " E
h
Q
j
N
I=
THIS INSTRUMENT PREPARED BY:
JOHN SCOTT RHODES, P.S.M. #5739
O RHODES & RHODES
LAND SURVE)IING, INC.
28100 BONITA GRANDE DRIVE, SUITE #107
BONITA SPRINGS, FLORIDA 34135
(239) 405-8166 FAX N0. (239) 405-8163
FLORIDA BUSINESS LICENSE N0. LB 6897
CURVE
TABLE
CURVE
RADIUS
DEL TA
LENGTH
CHORD
CHORD BEARING
C1
25.00'
90 00'00
39.27'
35.36'
N
473326"
W
C2
25.00'
92`13'05"
40.24'
36.03'
N
4333'06"
E
C3
57.50'
24151 '20"
242.72'
98.65'
N
31 `16'00"
W
C4
75.00'
6151'20"
80.97'
77.09'
N
584359"
E
C5
25.00'
874655"
38.30'
34.66'
N
462654"
W
C6
25.00'
92 00'05"
40.14'
35.97'
N
432636"
E
C7
75.00'
6151 '20 "
80.97'
77.09'
N
59 37'41 "
W
C8
57.50'
76 °11 '03"
76.46'
70.95'
N
66 4733"
W
C9
57.50'
4552'21"
46.04'
44.82'
N
0930'12" E
CIO
25.00'
875955"
38.40'
34.73'
N
463324"
W
C11
25.00'
90 00'00"
39.27'
35.36'
N
422634" E
h
Q
j
N
I=
THIS INSTRUMENT PREPARED BY:
JOHN SCOTT RHODES, P.S.M. #5739
O RHODES & RHODES
LAND SURVE)IING, INC.
28100 BONITA GRANDE DRIVE, SUITE #107
BONITA SPRINGS, FLORIDA 34135
(239) 405-8166 FAX N0. (239) 405-8163
FLORIDA BUSINESS LICENSE N0. LB 6897
Buckley Parcel Replat
A REPL A T
OF
A LL OF TRA C T "L I ', LESS
THOSE LA NDS DESCRIBED A ND RECORDED IN OFFI CIA L RECORDS BOOK 5408.
PAGES 1958
THROUGH 1960 (INCLUSIVE),
ALL
OF LOTS I
THROUGH 34 (INCLUSIVE), L 0 T 37, ALL OF L 0 TS 39 THROUGH 46
(INCLUSIVE),
ALL
OF LOTS 48 THROUGH
53
(INCLUSIVE),
ALL OF LOTS 57 THROUGH 59 (INCLUSIVE), ALL OF LOTS 61 AND
62,
ALL
OF LOTS 64 THROUGH
82
(INCLUSIVE),
AND ALL OF TRACTS "OSI " THROUGH "OS5 " (INCLUSIVE),
0 25 50 /00
W
BUCKL E Y PARCEL, AS RECORDED IN PLA
T BOOK 6 I, PAGES 38 THROUGH 41(INCLUSIVE).
N
ALL
LYING Wl THIN SECTION
2,
TOWNSHIP 49
SOUTH, RANGE 25 EAST, COL L IER COUNTY, FL ORIDA
GRAPHIC SCALE /N FEmmmi
ET
/ "=50'
L20
44.64'
N
1935'09"
E
S 023326" E
N. E. CORNER SECTION 2- 49-25
0
O
1589.73'
0
O
W. LINE OF SECTION 1-49-25
E. LINE OF SECTION 2-49-25
'
20' L. B. E. N ORDER OF TAKING
25.02 (0. R. 2445, PG. 3258)
154.12'(E) i15' C. U. E.
NI 1
L25 Ll
-r - --
N 00 20 21 " W 131.00'
I I N
15' L.B.E. 1 o
LINE TABLE
(SHEET 3)
TABLE SHEET 3
LINE
LENGTH
CURVE
BEARING
DEL TA
Ll
45.03'
N
02 3326 "
W
L2
53.23'
N
89 3939 " E
L 3
45.20'
N
02 3326 "
W
L 18
28.45'
N
51 4527"
W
L 19
9.94'
N
60:21'14" E
L20
44.64'
N
1935'09"
E
L21
45.20'
N
023326"
W
L24
19.94'
N
893939" E
L25
134.10'
N
02 3525 "
W
L26
18.52'
N
023326"
W
L41
415.26'
N
02 3326 "
W
L42
15.00'
S
872634"
W
L 43
126.09'
N
02 3326 "
W
L44
15.00'
S
872634"
W
1589.73'
0
O
W. LINE OF SECTION 1-49-25
E. LINE OF SECTION 2-49-25
'
20' L. B. E. N ORDER OF TAKING
25.02 (0. R. 2445, PG. 3258)
154.12'(E) i15' C. U. E.
NI 1
L25 Ll
-r - --
N 00 20 21 " W 131.00'
I I N
15' L.B.E. 1 o
75J
CURVE
TABLE SHEET 3
I
I
--I►I iI o'
CURVE
RADIUS
DEL TA
LENGTH
CHORD
CHORD BEARING
C1
25.00'
90 00'00"
39.27'
35.36'
N
473326" W
C2
25.00'
92 °13'05 "
40.24'
36.03'
N
43 33'06 " E
C3
57.50'
24151 '20"
242.72'
98.65'
N
31 °16'00" W
C4
75.00'
61 51 '20 "
80.97'
77.09'
N
58 4359 " E
C5
25.00'
87°4655"
38.30'
34.66'
N
46:2654 " W
C11
25.00'
90 00'00"
39.27'
35.36'
N
42:26J4 " E
C12
25.00'
1132'13"
5.03'
5.03'
N
03`12'40" E
C13
25.00'
80 40'52"
35.20'
32 37'
N
49 °19'13" E
C14
57.50'
17°10'56"
17.24'
17.18'
N
81 04'11 " E
C15
57.50'
34 °14'11 "
34.36'
33.85'
N
55:21'J8" E
C16
57.50'
67 53'18"
68.13'
64.21'
N
04 `17'54 " E
C17
57.50'
5303'32"
53.25'
51.37'
N
56`10'32" W
C18
57.50'
54:2549"
54.62'
52.59'
N
70 04'47" E
C19
57.50'
15 03'33"
15.11'
15.07'
N
3520'06" E
C20
25.00'
80 5326"
35.30'
J2.44'
N
49 5338" W
C21
25.00'
6 5329 "
3.01 '
3.01 '
N
06 00'11 " W
C26
55.00'
21 °15'49"
20.41'
20.29'
N
81 56'13" W
C27
55.00'
14 °15'26"
13.69'
13.65'
N
64 `10'35" W
C28
55.00'
19 2338"
18.62'
18.53'
N
47:21'04" W
C32
55.00'
54 5453"
52.71'
50.72'
N
65 0641 " W
C34
55.00'
35 05'48"
33.69'
33.17'
N 20`06'21 " W
1589.73'
0
O
W. LINE OF SECTION 1-49-25
E. LINE OF SECTION 2-49-25
'
20' L. B. E. N ORDER OF TAKING
25.02 (0. R. 2445, PG. 3258)
154.12'(E) i15' C. U. E.
NI 1
L25 Ll
-r - --
N 00 20 21 " W 131.00'
I I N
15' L.B.E. 1 o
75J
to
o
4
I
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12
II2
ZI
1
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2
0001" W
W
k-.:s
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131.0
E t--10' P. U. E. & T. U. E.
131.00'
hl05.0'
►�►ON
15
INS
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13
IWIN002021"W
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to
5' D. E.
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W
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131.00'
131.00'
W
_
W
ao
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h
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0 20' L. B. E.
\�
A
15' L. B. E.
5.0'
75J
I 1 N
4
N
Z�
18
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ZI
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40.20'
4115'
W
I I
v 0
131.00'
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131.00'
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W
W
W
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5.0'
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EASTERLY R. D. W. LINE
AIRPOR T ROAD NOR TH (C. R. 31)
(S. N.R. NO. 78-19, 0. R. 734, PGSS, 767-768)
N 023326" W
TRACT 11OS2 "
(OPEN SPACE, D. E.)
1989.01'
SHEET 3 OF 4
876.80'
N 02 3326 " W
20' L. B. E. 5' P. U. E.5' P. U. E. 5' P. U. E.
O.R. 5316, PG. 3722 O. R. 5316, PG. 3722
N 02'33'26" W 15.0' 756.33' WESTERL Y R. 0. W. LINE O.R. 5316, PG. 3722 15.0' N 02'3326 W 1132.77'
P.U.E. 126.09E
L(OPEN SPACE, 5.0' D.E.) d -- -876.80'- -- 5.0
----------------------------------------------- JJ
--�- N 0233'26" W--------------511.20'-----------------� T- -1---N 023326 W'---
50.20'
75J
131.00'---
o
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54.70'
Z�
18
I�Z
ZI
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40.20'
4115'
W
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00:20:21 " W
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131.00'
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I I O
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19
vl
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W
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W
W
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AIRPOR T ROAD NOR TH (C. R. 31)
(S. N.R. NO. 78-19, 0. R. 734, PGSS, 767-768)
N 023326" W
TRACT 11OS2 "
(OPEN SPACE, D. E.)
1989.01'
SHEET 3 OF 4
876.80'
N 02 3326 " W
20' L. B. E. 5' P. U. E.5' P. U. E. 5' P. U. E.
O.R. 5316, PG. 3722 O. R. 5316, PG. 3722
N 02'33'26" W 15.0' 756.33' WESTERL Y R. 0. W. LINE O.R. 5316, PG. 3722 15.0' N 02'3326 W 1132.77'
P.U.E. 126.09E
L(OPEN SPACE, 5.0' D.E.) d -- -876.80'- -- 5.0
----------------------------------------------- JJ
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50.20'
40.20'
50.20 1
40.20'
54.70'
1 54.70'
40.20'
50.20'
40.20' 1
50.20'
40.20'
4115'
W
N 0234'07" W 146.28'
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49.70'
50.20'
40.20'
50.20'
40.20'
50.20'
122.6J'
50.20'
j1
45.20
05'
N
V
N
W
I
N 02'33 26 W
10' L.M.E. N 023326" W 503.67' 10' L.M.E. 90.40' S2 0'
TRACT "OS3" 7' L.M.E. L.M.E.
(OPEN SPA CE, L. M. E., D. E.
TRACT B
(OPEN SPACE)
TRACT "L 1 "
(LAKE, D.E., L.M.E.)
20' L. B. E.
1196.21'
N 0234'07" W
TRACT A MILL POIVD CIRCLE
EMERALD LAKES A T BRID GE T LAKE
DIVI T TWO A
P.B. 16 PGS, 42-46
71'VACT B
(OPER SPA CE)
1990.92'
THIS INSTRUMENT PREPARED BY:
JOHN SCOTT RHODES, P.S.M. #5739
O RHODES & RHODES
LAND SUR VD ING, INC.
28100 BONITA GRANDE DRIVE, SUITE #107
BONITA SPRINGS, FLORIDA 34135
(239) 405-8166 FAX NO. (239) 405-8163
FLORIDA BUSINESS LICENSE NO. LB 6897
Buckley Parcel Replat
A REPL A T
OF
ALL OF TRA C T "L I" LESS
THOSE LANDS DESCRIBED AND RECORDED IN OFFI CIA L RECORDS BOOK 5408,
PAGES 1958
THROUGH 1960 (INCLUSIVE),
ALL
OF LOTS I
THROUGH 34 (INCLUSIVE), LOT 37, ALL OF LOTS 39 THROUGH 46
(INCLUSIVE),
ALL
OF LOTS 48 THROUGH
53
(INCLUSIVE),
ALL OF LOTS 57 THROUGH 59 (INCLUSIVE), ALL OF LOTS 61 AND
0 25 50 70062,
ALL
OF LOTS 64 THROUGH
82(INCLUSIVE),
L6
AND ALL OF TRACTS "OS 1 " THROUGH "OS5 "(VE),INCL USl
GRAPHIC SCALE /N FEET
'=50'
892639" E
BUCKL E Y PARCEL, AS RECORDED IN PLA
T BOOK 61, PAGES 38 THROUGH 41(INCLUSIVE).
7
ALL
LYING WITHIN SECTION
2,
TOWNSHIP 49
SOUTH, RANGE 25 EAST, COL L lER COUNTY, FL ORIDA
175.011
175.011 175.01 'I �
415$ I I I L�
LINE TABLE
(SHEET 4)
LINE
LENGTH
-
BEARING
LJ
45.20'
N
02 3326 " W
L4
49.70'
N
023326" W
L5
49.70'
N
023326" W
L6
54.56'
N
892639" E
L7
45.20'
N
872553" E
L8
12.66'
N
573338" W
L 9
45.20'
N
89 2639 " E
L 10
45.20'
N
89 2639 " E
LII
11.43'
N
89 2639 " E
L 12
37.50'
N
00 3321 " W
L 13
81.86'
N
89:26J9" E
L 14
34.35'
N
89:26J9" E
L 15
45.20'
N
89:26J9 " E
L 16
36.89'
N
872553" E
L17
25.00'
N
872553" E
L21
45.20'
N
023326" W
L22
44.70'
N
023326" W
L23
50.99'
N 2241'14" W
L27
13.06'
N
023326" W
L28
35 00'
N
89:26J9" E
L29
20.00'
N
00°3321 " W
L30
10.52'
N
892639" E
L31
49.83'
N
892639" E
L 32
7.50'
N
00 °3321 " W
L 33
22.50'
N
00 °3321 " W
L 34
71.37'
N
89:26J9" E
L 35
73.54 '
N
02 3326 " W
L36
5.00'
N
892639" E
L 37
70.04'
N
02 3326 " W
L38
5.00'
N
892639" E
L 39
5.00'
N
02 3326 " W
L40
J5.58'
N
89:26J9 " E
L 43
126.09'
N
02 3326 " W
L44
15.00'
N
872634" E
175.011
175.011 175.01 'I �
415$ I I I L�
L29
CUR VE TABLE (SHEET
4)
-
CURVE
RADIUS
DEL TA
LENGTH
CHORD
CHORD BEARING
C6
25.00'
92 00'05"
40.14'
35.97'
N
432636" E
C7
75.00'
6151'20"
80.97'
77.09'
N
5937'41" W
C8
57.50'
76 `11 '03"
76.46'
70.95'
N
66 4733" W
C9 1
57.50'
4552'21"
46.04'
44.82'
N
0930'12" E
CIO
25.00'
875955"
38.40'
34.73'
N
463324" W
C22
57.50'
2235'18"
22.67'
22.52'
N
39 5940" W
C23
57.50'
533546"
53.79'
51.85'
N
78 05'12" W
C24
57.50'
42 40'33"
42.83'
41.84'
N
534639" E
C25
57.50'
7707'22"
77.40'
71.69'
N
5159'40" W
C29
55.17'
19 "19'33"
18.61'
18.52'
N
42 `15'47" E
C30
55.17'
1926'30"
18.72'
18.63'
N
613849" E
C31
55.17'
14 *01'48 "
13.51 '
13.47'
N
78:2258" E
C33 1
5517'
52 47'51 "
50.83'
49.05'
N
58 5956 " E
C35 1
55.00'
35 05'48"
33.69'
33.17'
N
14 5928" f-
175.011
175.011 175.01 'I �
415$ I I I L�
L29
"
8.79 (E)
'1 f` -I
-
711111'
TRACT
.00'
11OS211
"�I I
J
C.U.E.
00-1-J---
I I I
5.
5.00'(E500
5.0�W0
'(EII)
W
C
22.07'
::S32
Q(
I
L L 33
-TiCC
I o
to
DETAIL
1 "= 3o'
SHEET 4 OF 4
EASTERLY R. 0. W. LINE
AIRPORT ROAD NORTH (C. R. 3I) 0 0
(S. N. R. NO. 78-19, 0. R. 734, PGS. 767-768)
10' P. U.E.
_ N 02 3326 " W 1989.01 ' 0. R. 5332, PG. 3388
5' P. U. E. 20' L. B. E. ORDER OF TAKING
O.R. 5316, PG. 3722 N �� 25' L.B. E. 20' L. B. E.
N 02 33 26 W WESTERL Y R. 0. W. LINE 1132.77 (0. R. 2445, PG. 3258) 25.01
126.09E � �, �� L 397 146.09 E
jq1 � F 5.0 5.0 TRA C T OS2 (OPEN SPACE, D.E.) � 5.0 ' SEE DETAIL I I I '- - � i � I I � � I
---- - L35
----- - -----------------N 023326" W----------------------------876.80'------------------------------r-i--I CUE. II-�ILJ7 -�- ---I I
40.20' 50.20' 40.20' 49.70' 1 144.70' 50.20' 40.20' 50.20' 40.20' 50.20' 40.20' 50.20' 49.70' 1 1 54.70' 40.20' 45.20' 40.20' 50.20'
I I
1 N 00'33 21 " W 133500'
15 D. E. 15 D. E. 1 o I L 12 by)I,,'
7.5�I 7.5� Q 63 ,
N L (i0 T ; Pi ,� T>
W W W W W 1 W W W W W W W W W 1 W W W W �, 15 L.B.E.
er d o cr cr cr cr cr er er �r cr cr er er Zr cr 7 00 33
�o
Li �o �o �o �o �o �o �o �o �o �o �o �o �o �o �o �o �0 21 W126.00' I --I 5.0'
N O 00 N `° O `° O d7 `° O M `° O ti `° O Cfl `° O `° O `° O Co `° O N `° O N co ,z co c�OV co ,c�O� co C� ,civ co ,c�Ov cfl CON I 131.00' I W I
N �o W N N M ,N � ti cV �d r- cV �6 I` N c6 f` N c6 f` N �6 r- cV �d I` ,N �o r- cv co ti ' O
N = N N r\ N N N N N N N N N N N N N N rr v p I 5 D. E. - -�
00 V)
Z Z p,°„�� �I 62 o I v I
Lv °0 o N 1 N 00 33 21 " w I I I
--� ----- --- ----I ------------ ---- --- ----- --- ---- - - - - --------- +-------- ---- ��Ao
of 131.00' I W I
40.20 50.20 40.20 49.70 44.70 50.20 40.20 50.20 40.20 50.20 40.20 50.20 49.70 54.70 40.20 45.20 40.20 50.20 N ► g N I o I
�I
N 02'3326 W 877.23 10' P.u.E&r.u.E �� I �I
OCI�� F Y D l CES ISI//� I -ON DRl VE TR C T "R " �w0 T A PART)
T� � 131. oo I 1 �
P.B. 6/ PCS 33-411 TR. 0. W, A. E, I. E., P.UE,D.E&SUE
10' P. U.E. & T. U.E. Q i. I N 00:31 21 W 126.00 I I
LJ N 02'33'26 " W 366.10' N 02'33'26 " W 245.06' N 1 60 I I
c� L6 I w0 i A PAR i' o
- - 45.20 4- - _ 49.70 I 49.70 50.20 40.20 50.20 40.20 50.20 40.20 45.20 49.70 44.70 50.20 40.20 50.20 50.20 6' d. I / v
---
-------------
r-- j - ------------ ----
--- ---- -- ----- ---- --
0 75 0 75' N 003321" W 126.00' I I
wp 7N I~D.E. p 75 1~D
.E. � � I 1 131.00' I 1
co D.E. I I co D. E
ZN ��o W I W W W W W W W N �' W W W N 1 � o �l 59 5 D.E. o f I
Q o �' Q p �r �r rr �r �r �r �r l� O d' -� I o � 01 N I I Z
_ O v o d� ^� O O O O N O Co O ^� O O Cfl o ^� o "� o d7 d O d d C'4
W I v �' hLr
U N Co p Q ,p Qi M N N N of N ai N N N <F p o p 00 N o� ^� O � ^� O � ^� O I I N 00 33 21 " W
Q) 00 Qo 00 00 00 N d d d I 131.00 I I I
� N
00 ?i -- I Z Z Z Z z Z Z N ao I' z N W� N I 58
� Z Z 1 Z Z Z Z 00 / o� I 75' D.E. d: I S I,
Z I I Z 1 L27 Z / N 003321" W---
--I- L--- --------- ---- --- ----- --- ---- -� --1 �3s / G� W N I QI �o
45-20 ---,- -- 32 + 131.00' ----
N 02 3326 W 45.20 49.70 50.20 40.20 50.20 40.20 50.20 40.20 45.20 2• I I N
L21 L4 N 023326" W 366.10' L5 L22 �� c5 D.E. - -- 3 0175'J
90.40 10 L.M. E. 37.06 40.20 50.20 - LZ o
7' L. M.E. �, �,, N 02 3326 " W 129.78' i�2� \ Z 5 7
/ Z
7' L.M.E. w n N 02'J4'07" W 142.40' / �J( 131.00' 5' D. E. I I
TRACT "OS4" (NR) �, �� �; I N 00'3321, W 10.0' 15' L.B.E.
10' P.u.E&T.u.E--1�� I 126.00 W ►'- I
(OPEN SPACE, L.M.E., D.E.) V 5.0'
TRACT "Ll " 53 I v ° 56 ,
(LAKE, D.E., L.M.E.) ii I �0( T I (NOT A PAR( � � I I
N 02'34'07" W 127.32 \ 7 p I I
(N R) N 02 34 07 (NOT A PAP( (NOTA PAR(
20' L. 3* v 54� 20 L.B.E. � lb �/A (N. R.) 520' L.B.E.
W 143.24 v N 00 33 21 W 170.69' I I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
--------------------------------
------------ -- -------- ----------- I
1196.21 ' TRACT "OS2 " (OPEN SPA CE, D.E.)
- - 394.23
-N 02'34'07" W 1990.92' _
�-
7-,6A C T R TC% C T A 1✓'11L L SSCD CICCL F
TOPCN SP Cl CM_5,R% L D l A ss s A l L13H" D Cs l LA KL TRA C T s
UNI T Two A � (052 N sS/�' (--s(
P.B. 16 PGS 4246
I
THIS INSTRUMENT PREPARED BY:
JOHN SCOTT RHODES, P.S.M. #5739
O RHODES & RHODES
LAND SURVEYING, INC.
28100 BONITA GRANDE DRIVE, SUITE #107
BONITA SPRINGS, FLORIDA 34135
(239) 405-8166 FAX NO. (239) 405-8163
FLORIDA BUSINESS LICENSE NO. LB 6897