HomeMy WebLinkAbout125 1-7 Tropicana MidwayCFN #
5366056
PLAT BOOK 125
PAGE 1, Recorded 07/24/2024 03:50:45 PM SAINT
LUCIE
COUNTY
Deputy Clerk
GOMEZA
a
QN
C
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ST. LUCIE, STATE OF FLORIDA, AND IS
DESCRIBED AS FOLLOWS:
A PARCEL OF LAND LYING IN SECTION 1 AND 2, OF TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY,
FLORIDA, BEING MOR PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 1: THENCE SOUTH 00'28'15" EAST, ALONG THE WEST
LINE OF SAID SECTION 1, A DISTANCE OF 42.50 FEET TO A POINT ON THE SOUTH LINE OF NORTH ST. LUCIE
RIVER WATER MANAGEMENT DISTRICT CANAL NO. 102, BEING THE POINT OF BEGINNING:
THENCE SOUTH 0048'15" EAST, ALONG SAID WEST LINE, AND SAID SOUTH LINE, A DISTANCE OF 2.50 FEET;
THENCE NORTH 89'�9'19" EAST, DEPARTING SAID WEST LINE, AND ALONG SAID SOUTH LINE, A DISTANCE OF
3505.98 FEET TO THE NORTHWEST CORNER OF THE PARCEL OF LAND DESCRIBED IN OFFICIAL RECORD BOOK 280,
PAGE 691, PUBLIC RECORDS OF SAID COUNTY; THENCE DEPARTING SAID SOUTH LINE SOUTH 24'04'05" EAST, A
DISTANCE OF 15.42 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A
RADIUS OF 1323.54 FEET; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 04*54952, AND AN ARC DISTANCE OF 113.53 FEET TO A POINT ON A CURVE CONCAVE TO THE
SOUTHWEST, HAVINGA RADIUS OF 988.52 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 69'01'29" WEST;
THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 16'24'56", AN ARC
DISTANCE OF 283.22 FEET; THENCE SOUTH 04'04'32" EAST, A DISTANCE OF 71.69 FEET TO A POINT ON A
NON -TANGENT CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 1064.23 FEET, THE RADIUS POINT OF
WHICH BEARS NORTH 86'04'18" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 11'07'15", AN ARC DISTANCE OF 206.56 FEET; THENCE SOUTH 19'47'46" EAST, A DISTANCE
OF 245.99 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF GLADES CUT-OFF ROAD (COUNTY
ROAD NO. 709, A 00 FOOT WIDE RIGHT-OF-WAY); THENCE SOUTH 44'41'48"i WEST, ALONG SAID NORTHERLY
RIGHT-OF-WAY LIN�, A DISTANCE OF 2059.21 FEET TO THE NORTHEAST CORNER OF THE PARCEL OF LAND
DESCRIBED IN OFFICIAL RECORD BOOK 204, PAGE 815, PUBLIC RECORDS OF SAID COUNTY; THENCE ALONG THE
NORTH AND WEST �INE OF SAID PARCEL FOR THE FOLLOWING TWO (2) COURSES: NORTH 89'53'44" WEST,
DEPARTING SAID NO THERLY RIGHT-OF-WAY LINE, A DISTANCE OF 225.00 FEET;' THENCE SOUTH 44'41'48" WEST,
A DISTANCE OF 164.89 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY (LINE OF MIDWAY ROAD (COUNTY
ROAD NO. 712, A VARYING WIDTH RIGHT-OF-WAY) AS DESCRIBED IN OFFICIAL RECORD BOOK 752, PAGE 2269,
PUBLIC RECORDS OFF SAID COUNTY; THENCE NORTH 89'53'45" WEST, DEPARTING SAID WEST LINE, ALONG SAID
NORTH RIGHT-OF-WAY LINE, A DISTANCE OF 1519.63 FEET; THENCE SOUTH 00*01,55" WEST, DEPARTING SAID
NORTH RIGHT-OF-WAY LINE, ALONG THE WEST LINE OF SAID OFFICIAL RECORD BOOK 752, PAGE 2269, A
DISTANCE OF 25.00 FEET; THENCE NORTH 89'53'44" WEST, DEPARTING SAID WEST LINE, A DISTANCE OF 12.41
FEET TO THE SOUTHEAST CORNER OF THE RIGHT-OF-WAY TAKING PARCEL 103 ! R(A) AS DESCRIBED IN OFFICIAL
RECORD BOOK 311, PAGE 479; THENCE ALONG THE NORTH, AND EAST LINES OF SAID PARCEL, BEING THE EAST
LIMITED ACCESS RIGHT-OF-WAY LINE FOR INTERSTATE 1-95, THE FOLLOWING ELEVEN (11) COURSES: NORTH
00'11'53" EAST, A ISTANCE OF 55.00 FEET; THENCE NORTH 89'48'07" WEST, A DISTANCE OF 288.31 FEET;
THENCE SOUTH 8913'38" WEST, A DISTANCE OF 349.11 FEET; THENCE SOUTH 89'42'23" WEST, A DISTANCE OF 00 1115.28 FEET; THENCE NORTH '17'37" WEST, A DISTANCE OF 18.00 FEET; THENCE SOUTH 89'42'23" WEST, A
DISTANCE OF 382.16 FEET; THENCE NORTH 86'28'46" WEST, A DISTANCE OF 462.90 FEET TO A POINT OF
CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 336.00 FEET; THENCE WESTERLY,
NORTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 85'12'05", AND AN ARC DISTANCE
OF 499.65 FEET; THENCE NORTH 00'35'08" WEST, A DISTANCE OF 374.40 FEET TO A POINT ON A CURVE, FROM
WHICH A RADIAL LIE BEARS SOUTH 89'22'08" EAST; THENCE NORTHEASTERLY, ON A CURVE, CONCAVE TO THE
SOUTHEAST, HAVING A RADIUS OF 2197.83 FEET, THROUGH A CENTRAL ANGLE OF 18'57'48", AND AN ARC
DISTANCE OF 727.4� FEET TO A POINT OF TANGENCY; THENCE NORTH 19'35'40" EAST, A DISTANCE OF 1030.73
FEET TO A POINT ON THE SOUTH LINE OF SAID CANAL NO. 102; THENCE NORTH 89'51'02" EAST, DEPARTING
SAID RIGHT -OF -WAIF LINE, AND ALONG SAID SOUTH LINE OF CANAL NO. 102, A DISTANCE OF 2016.68 FEET TO
THE POINT OF BEGINNING.
CONTAINING 310.62 ACRES, MORE OR LESS.
CERTIFICATE OF OWNERSHIP & DEDICATION
STATE OF NEW JERSEY
COUNTIES OF SOMERSET & HUDSON
TROPICANA MANUFACTURING COMPANY, INC., A DELAWARE CORPORATION, ACTING BY AND THROUGH ITS
UNDERSIGNED OFFIC RS, DOES HEREBY CERTIFY THAT IT IS THE OWNER OF THE PROPERTY DESCRIBED HEREON.
1) JOINT ACCESS EASEMENT
A NON-EXCLUSIVE ACCESS EASEMENT 100 FEET IN WIDTH, AS DEPICTED ON THIS PLAT, IS HEREBY DEDICATED TO
A T R
TROPICANA MIDWALY
A SUBDIVISION OF A PORTION OF THE NORTH 1/2 OF SECTION 1 AND THE NORTHEAST 1/4
OF SECTION 2, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA
ACKNOWLEDGEMENT
STATE OF 4}E-W-rIIER9f_i� Z LL.t Nle Gp
COUNTY OF F5@10ER9E+ 4=40K
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ❑
ONLINE NOTARIZATION, THIS -- DAY OF STU _, 2024, BY _11W11_L0rE -__, THE
AUTHORIZED MANAGER OF TROPICANA MANUFACTURING COMPANY, INC., WHO YIS PERSONALLY KNOWN TO ME
OR ❑ HAS PRODUCED ----------------- AS IDENTIFICATION
- ---- ---A --- L • DiAv► ----
N RY IGNATURE
MMA L . . PRINT NAME: __ elm L
NO?ARYR IC-r-J1.2OFN11K11S — --------------------
Wf NOTARY PUBLIC
STATE OF 3:11i^0;50 AT LARGE
MY COMMISSION EXPIRES: __0411 i 20Z4
TITLE CERTIFICATION
STATE OF FLORIDA
COUNTY OF PALM BEACH
WE, DEAN, MEAD, MINTON & MOORE, MEMBERS OF THE FLORIDA BAR, IN RELIANCE UPON THAT CERTAIN TITLE
SEARCH REPORT DATED _ JKi 1 202!�_- __, ISSUED BY OLD REPUBLIC NATIONAL TITLE INSURANCE
COMPANY, HEREBY CERTIFY THAT AS OF ---- ItAr+e - 2$-0 202'E____, AT 1? oP _ __A'.M.
1. APPARENT RECORD TITLE TO THE LAND DESCRIBED AND SHOWN ON THIS PLAT IS IN THE NAME OF THE
ENTITIES AND/OR PERSONS EXECUTING THE DEDICATION HEREON.
2. ALL RECORDED MORTGAGES, NOT SATISFIED OR RELEASED OF RECORD, ENCUMBERING THE LAND DESCRIBED
HEREON ARE LISTED AS FOLLOWS:
NONE
PURSUANT TO FLORIDA STATUTE 197.192, ALL TAXES HAVE BEEN PAID THROUGH THE YEAR 202 3____.
DATED THIS i 7!7 DAY OF ---! _____-, 202y __.
DEAN, MEAD, MINTON & MOORE
B Y: ---=--
W. LEE DOBBINS, VICE PRESIDENT
1903 S. 25TH ST. SUITE 200
FT. PIERCE, FL 34947
FLORIDA BAR NO. 988138
CERTIFICATE OF APPROVAL FROM THE CLERK OF CIRCUIT
COURT
STATE OF FLORIDA
COUNTY OF ST. LUCIE
I, MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, DO HEREBY CERTIFY THAT
THIS PLAT HAS BEEN EXAMINED AND THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS OF THE LAWS OF
FLORIDA PERTAINING TO DAPS AND PLATS, AND THAT THIS PLAT HAS BEEN FILED OF RECORD IN PLAT BOOK
GE(S) �'�OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THIS
-------- DAY OF___ -- -- 2024.
%.
BY: __ -,.
------ -- --- DATE: _ !i �fA-
MICHELLE R. MILLER, CLERK OF TH CIRCUIT COURT
ST. LUCIE COUNTY, FLORIDA '
THE OWNERS OF P II 2 AND 3 OF THIS PLAT FOR THEIR USE, AND THE USE OF HEI SUCCESSORS,
ASSIGNS, TENANTS,
EMPLOYEES, GUESTS, DESIGNEES AND INVITEES, AND FOR THE USE OF POLICE AND
EMERGENCY SERVICES
AND DELIVERY SERVICES. THE ACCESS EASEMENT SHALL BE FOR VEHICULAR AND
PEDESTRIAN INGRESS AND EGRESS TO AND FROM MIDWAY ROAD (COUNTY ROAD 712). THE OWNERS OF PARCELS
CERTIFICATE OF APPROVAL
BY THE BOARD OF COUNTY
2 AND 3 SHALL EACH HAVE THE RIGHT TO CONSTRUCT, USE AND MAINTAIN A PAVED ACCESS DRIVEWAY AND
COMMISSIONERS
SIDEWALKS WITHIN THE ACCESS EASEMENT, FOR THE PURPOSES OF VEHICULAR AND PEDESTRIAN INGRESS AND
EGRESS, ALONG WITH RELATED IMPROVEMENTS INCLUDING STORMWATER DRAINAGE, LIGHTING, LANDSCAPING,
STATE OF FLORIDA
LANDSCAPE IRRIGATION IMPROVEMENTS AND DIRECTIONAL WAYFINDING SIGNS. AN EASEMENT AGREEMENT BY AND
COUNTY OF ST. LUCIE
BETWEEN THE OWNERS OF PARCELS 2 AND 3 MAY BE EXECUTED AND RECORDED IN THE PUBLIC RECORDS OF ST.
LUCIE COUNTY, MORE SPECIFICALLY GOVERNING THEIR RIGHTS AND OBLIGATIONS' WITH RESPECT TO THE ACCESS
IT IS HEREBY CERTIFIED THAT THIS PLAT HAS
BEEN OFFICIALLY APPROVED FOR RECORD BY THE BOARD OF
EASEMENT.
COUNTY COMMISSIONERS OF ST. LUCIE
COUNTY, FLORIDA, THIS 2�� _______ DAY
OF----�--------- 2024.
IN WITNESS WHEREOF,
THE ABOVE NAMED TROPICANA MANUFACTURING COMPANY, INC., A DELAWARE
CORPORATION, HAS
I I
CAUSED THESE PRESENTS TO BE SIGNED THIS �LDAYIOF _Vl 2024 BY:
BY: _ ___
DATE: -7 2-3
CATHY TOWNSEN
TROPICANA MANUFACTURING COMPANY, SIGNED, SEALED AND DELIVERED
CHAIR OF BOA OF COUNTY COMMISSIONERS
INC., A DELAWARE CORPORATION IN THE PRESENCE OF:
WITNESS SIGNATURE:
BY: ____ __________ PRINTED NAME: MIC�I�� _�_____ S
PRINT NAME: It_� _�`�!_r WITNESS SIGNATURE. - ----
n.
TITLE:Ma!"��l�w'>�r PRINTED NAME: ___ O �^ _4`1ak�1/ _
i
CERTIFICATE OF APPROVAL FROM THE COUNTY SURVEYOR
IT IS HEREBY CERTIFIED THAT THE UNDERSIGNED SURVEYOR AND MAPPER DULY LICENSED IN THE STATE OF
FLORIDA HAS REVIEWED THIS PLAT FOR CONFORMITY WITH THE REGULATIONS OF CHAPTER 177, FLORIDA
STATUTES
BY: - -- - --&i L----- DATE:
ALEXEY GILEV, PROFESSIONAL SURVEYOR & MAPPER
ST. LUCIE COUNTY, FLORIDA
PLAT BOOK ZC
PAGE l
DOCKET NO.
INSTR # 5366L61 7
P BK 125 Pag
RECORDED 07I24/2024 03:50:45 PMf1
SAINT LUCIE COUNT`!
DEPUTY CLERK GOMEZA
W MIDWAY ROAD
ST. LUCIE COUNTY, FLORIDA
VICINITY MAP
NO SCALE
---------------—
I
ESH 3 OF 7 1 SHEET 5 OF 7 I SHEET
1 I I
CERTIFICATE OF APPROVAL FROM THE COUNTY ATTORNEY I 7 of 7
THIS PLAT IS R V D A TO FORM. ---------I---------------
/� I I I
BY: -------- -- ---------- DATE: _-1 �'`� a--------
DANIEL MCINTYRE I4 OF 7 1 SHEET 6 OF 7
COUNTY ATTORNEY
ST. LUCIE COUNTY, FLORIDA
-------------I
CERTIFICATE OF APPROVAL FROM THE COUNTY ENGINEER KEY MAP
STATE OF FLORIDA NO SCALE
COUNTY OF ST. LUCIE
IS ITS HEREBY CERTIFIED THAT THIS PLAT MEETS ALL MINIMUM SUBDIVISION PLATTING REQUIREMENTS AS SET NOTES:
FORTH IN SECTION 11.03.00 OF THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
----- 1. BEARINGS SHOWN HERON ARE BASED UPON GRID NORTH AND ARE RELATIVE TO THE NORTH LINE OF SECTION
BY: __- -__ i �-- _____ DATE: �L�'_ 1, TOWNSHIP 36 SOUTH, RANGE 39 EAST, BEARING NORTH 89'50'54" WEST (LABELED HERON AS "BEARING
DAN J. ALLA K, E. BASIS"). ALL OTHER BEARINGS ARE RELATIVE THERETO. STATE PLANE COORDINATES HEREON HAVE BEEN
COUNTY INEE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM -EAST ZONE, NAD 83 (2011 ADJUSTMENT).
ST. LUCIE COUNTY, FLORIDA DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF.
2. PLAT CONTAINS 310.62 ACRES, MORE OR LESS.
PLANNING AND DEVELOPMENT SERVICES APPROVAL 3. ALL TRACT CORNERS WILL BE SET IN ACCORDANCE WITH CHAPTER 177, PART 1, FLORIDA STATUTES.
4. THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, FLORIDA STATUTES, BY A PROFESSIONAL
STATE OF FLORIDA SURVEYOR AND MAPPER EMPLOYED BY OR UNDER CONTRACT WITH ST. LUCIE COUNTY.
COUNTY OF ST. LUCIE
5. NO BUILDING, CONSTRUCTION, TREES, OR SHRUBS SHALL BE PLACED ON ANY EASEMENT WITHOUT THE
IT IS HEREBY CERTIFIED THAT THIS PLAT MEETS THE MINIMUM LOT DIMENSION REQUIREMENTS OF THE "IL WRITTEN CONSENT OF ALL EASEMENT BENEFICIARIES AND ALL APPLICABLE COUNTY APPROVALS OR PERMITS
AS REQUIRED FOR SUCH ENCROACHMENTS. THERE SHALL BE NO ABOVE -GROUND ENCROACHMENTS WHERE
LIGHT INDUSTRIAL" & "IH - HEAVY INDUSTRIAL" ZONIt p DISTRICT, ASSET FORTH IN SECTION 7.04.00 OF THE UTILITY AND POND MAINTENANCE EASEMENTS COINCIDE.
ST. LUND DEVELOPMENT CODE THIS ° �f DAY OF _�, 2024. 6. IN THOSE CASES WHERE EASEMENTS OF DIFFERENT TYPES CROSS OR OTHERWISE COINCIDE, DRAINAGE
EASEMENTS SHALL HAVE PRIORITY, UTILITY EASEMENTS SHALL HAVE SECOND PRIORITY, ACCESS EASEMENTS
SHALL
BY: - -- ---/'�'--- DATE: �-p PR ORITIESV BEING DDETERMORITY, ALL INED BY USEALL R GHOTSHER GRANTEDMENTS SHALL SUBORDINATE TO THESE WITH THEIR
BENJA ALCER, ICP 7. RIGHT-OF-WAY WIDTHS OF NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANALS HEREON ARE SHOWN
PLANNING AND DEVELOPMENT SERVICES DIRECTOR IN REFERENCE TO THE NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT MAP UPDATED BY LINDAHL,
ST. LUCIE COUNTY, FLORIDA BROWNING, FERRARI AND HELLSTROM, INC. IN MAY OF 1991. THE RIGHT-OF-WAY WIDTH FOR ROCK ROAD IS
BASED ON ST. LUCIE COUNTY TAX MAPS.
SURVEYORS CERTIFICATE 8. ALL LINES INTERSECTING CIRCULAR CURVES ARE RADIAL CURVES UNLESS OTHERWISE NOTED.
I, MICHAEL T. OWEN, DO HEREBY CERTIFY THAT (A) THIS PLAT OF TROPICANA MIDWAY IS TRUE AND CORRECT
AND WAS PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE BY ME OR UNDER MY RESPONSIBLE NOTICE:
DIRECTION AND SUPERVISION; (B) SAID SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND
BELIEF; (C) ALL PERMANENT REFERENCE MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS
SIZE, TYPE, AND MATERIAL ADHERE TO THE REQUIREMENTS OF CHAPTER 177, PART 1, FLORIDA STATUTES; AND DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR
(D) THE SURVEY DATA COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177, PART 1, FLORIDA STATUTES, DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT
AS AMENDED, AN THE ORDINANCES OF ST. LUCIE COUNTY, FLORIDA. THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
DATED THIS.___ DAY OF ---- -- ----------------- 2024.
MICHAEL T. OWEN
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA CERTIFICATE NO. 5556
EDC, INC.
LB#8098
10250 SW VILLAGE PARKWAY
PORT ST. LUCIE, FLORIDA 34987
SEAL
Nv. SURV OR
G
u
G case 7) • \
5556
E
STATE OF
FLORIDA
01
SEAL
-CLERK'OF
CIRCUIT COURT '
. * d r € _i
PREPARED BY MICHAEL T. OWEN
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER No. 5556
ENGINEERS O SURVEYORS O ENVIRONMENTAL
PORT SAINT LUCIE
10250 SW VILLAGE PARKWAY SUITE 201
PORT SAINT LUCIE, FL 34987
`M 772-340-4990
www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098 7
EDC PROJECT #21-512 SHEET 1 OF ,V
2.
PLAT BK 125 PG 2
M
0
fM
to
N
N
11 XAAL�%,
A SUBDIVISION OF
A
PORTION
OF
THE NORTH 1/2 OF SECTION
1 AND THE NORTHEAST 1/4
OF SECTION
2,
TOWNSHIP
36
SOUTH, RANGE 39 EAST, ST.
LUCIE COUNTY, FLORIDA
RANGE 39 EAST (FALLS IN CANAL)
SET/RECOVERED WITNESSES: 01/16/2024
N:1108370.06, E:851136.71
CCR PENDING
NW CORNER SECTION 2 TOWNSHIP 36 SOUTH
SOQ'19'30"E 45.00'
RANGE 39 EAST (FALLS IN CANAL)
SET/RECOVERED WITNESSES: 01/11/2024
S. LINE SECTION 35 TOWNSHIP
N:1108355.98, E:845814.14
35 SOUTH RANGE 39 EAST
P.
FND 5/8" IR/C
CCR PENDING
42.50'
"LBFH LB959"
0.25'S, 2.23'W
35
34 35 35
+---
- - �-„
32---,--- - - - -
2 - -
3 2 2
N89'50'54"E
1008.53' N89050'54"E 1008.53'
42.50'
SOUTH RIGHT-OF-WAY LINE OF
h
N.S.L.R.W.M.D. CANAL NO. 102
0
w w .
N. LINE SECTION 2 TOWNSHIP S00'19'30"E 2.50'
T- LO
rnl0) o o d`
36 SOUTH RANGE 39 EAST
o
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w w CO %O TANGENCY J �' N N ro
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0 0 O �' S88'42'S7"Wk-,94-07'02"W 182.17' W
¢I� 2 371.99
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O V `cc
PARCEL 3 "
1� 00 90.55 ACRES
ui 3i � co N
cV J a
Cif / S89'18'49"E (RADIAL)-
S891737"W
349.04'-
3
NON -TANGENT INTERSECTION
S89'45'42"W
w
d.
E. LINE OF O.R.B. 311, PG. 479
326.20'
c M
N89'06'42"E
CD
Y a,
POINT OF TANGENCY
292.32'
m
Z
= ' ' ' "
L 499.65 R=336.00 �=85'12 05
NORTH LINE OF LAND DESCRIBED ^
M o Q
IN O.R.B. 311, PG. 479 0
0 a�
PARCEL 103-R(A) ORDER OF
TAKING O.R.B. 311, PG. 479 W
0
POINT OF N00'14'18"W 18.00' g
CURV73.00' 55.00' o
35.00' ," 9' " S89'45'42"W 789.08' N
462.90 382.10,
- --- y- -rcli-mirv
tOUTlL t 1/4 SECTIAN-2 Y0 S H RAN f T35.00'NORTH LINE SW 1/4 SECTION 2 TOWNSHIP 36 SOUTH RANGE 39 EA T
I 35.00' 35.00'
SOUTH LINE OF MIDWAY ROAD (COUNTY ROAD 712) .
F.D.O.T. RIGHT-OF-WAY MAP SECTION 94530-2602
CENTER 1/4 CORNER NORTH LINE OF MIDWAY ROAD (COUNTY ROAD 712)
SEC. 01/36/39 F.D.O.T. RIGHT-OF-WAY MAP SECTION 94530-2602
SET MAG/D LTC PARKWAY
CCR PENDING 150.00' RIGHT-OF-WAY
N:1105725.12 PLAT BOOK 40, PAGE 1
E: 848486.86
LTC RANCH PUD #2 REPLAT #3
P.B. 111, PAGE 37
IGRAPHIC SCALE
300 0 150 300 600 1,200
LEGEND -
INDICATES (P.R.M.) PERMANENT
P.R.M.
REFERENCE MONUMENT SET 5/8"
P.C.P.
El
IRON ROD & CAP STAMPED "PRM LB
FND
8098" UNLESS OTHERWISE NOTED
IR&C
INDICATES (P.C.P.) PERMANENT
CM
o CONTROL POINT SET STAMPED "PCP
IR
LB 8098 UNLESS OTHERWISE NOTED
O.R.B.
INDICATES TRACT CORNER 5/8" IRON
D B
& CAP STAMPED "LB 8098"
P.B.
P.L.S. PROFESSIONAL LAND SURVEYOR
P.S.M. PROFESSIONAL SURVEYOR & MAPPER
PG.
U.E.
LS. LAND SURVEYOR
R/W
L.B. LICENSED BUSINESS
(NR)
w
o�
U QO M
Q ^ o0
o
'6 o
N.S.L.R.W.fIII.D. CANAL NO. 102
85.00' WIDE DRAINAGE RIGHT-OF-WAY (N.S.L.R.W.M.D. R/W MAP 1980)
45.00'
(BEARING BASIS)
---A89'4jjL E 5310,11'
N89'41'58"E - N89'41'58"E 1024.11' 45.0o N89041'58"E 1024.11'
433.76' SOUTH RIGHT-OF-WAY LINE OF
N.S.L.R.W.M.D. CANAL N0. 102 N. LINE SECTION 1 TOWNSHIP
F 36 SOUTH RANGE 39 EAST
PARCEL 1
189.99 ACRES
M
NE CORNER O.R.B. 204, PG. 815
N89'53'42"W 225.00'
PLAT BOOK
PAGE Z
DOCKET NO.
NE CORNER SECTION 01 TOWNSHIP 36 SOUTH
\ RANGE 39 EAST (FALLS IN CANAL)
SET/RECOVERED WITNESSES: 01/15/2024
\ N1108397.92, E856446.74
S. LINE SECTION 36 TOWNSHIP 35 SOUTH RANGE 39 EAST \ \ CCR PENDING
BEARING BASIS) - - - \ 3 31
39'41'58"E 5310.11'
N89'41'58"E 1024.11' POINT OF CURVATURE
1 '6
S24000'00"E 15.42' \ ,
NON -TANGENT INTERSECTION F L 0 R ID A S T U R N P I K E
L=113.02' R=1323.54' ,.%oa'w � ,
a=4'53'34"'s69°5 �� POINT (STATE ROAD 91)
U-) u' � �RPp�P OF 300.00' PUBLIC R/W (F.D.O.T. R/W MAP SECTION 94110-2501)
Z W Z W L=283.28 R=988.52 TANGENCY
F r`' � �`'=16'25'09" \ U N P L A T T E D L A N D
\
N PARCEL ID: 3301-112-0005-000-2
�NUj SO4'00'40"E 71.69' \ I
,l I z ,l z \ OFFICIAL RECORDS BOOK 280, PAGE 691
(0 < ocl� NON -TANGENT INTERSECTION
��I�= S86'08'10"W (RADIAL) U N P L A T T E D LAND I
o �,, o W. LINE OF O.R.B. 1758, PG. 1630 PARCEL ID: 3301-112-0006-000-9
z U") z cn OFFICIAL RECORDS BOOK 1758, PAGE 1630
CD o L=206.56' R=1064.23' °o
w a- LAd=11 *07'15" \ NIPc=n � n POINT OF TANGENCY �`SO
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NORTH LINE SW 1/4 SECTION 1
25.00' (O.R.B. 752, PG. 2269) SURVEY /
TOWNSHIP 36 SOUTH
RANGE 39 EAST
S00'19'30"E 158.45'
NORTH LINE O.R.B. 752, PG. 2269 &/
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SET: 1/17/2024
CCR PENDING
N:1105741.53
E:851151.62
( IN FEET )
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PERMANENT REFERENCE MONUMENT
SEC.
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PERMANENT CONTROL POINT
TWP.
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FOUND
RGE.
RANGE
5/8" IRON ROD & CAP
S.F.
SQUARE FEET
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CCR
CERTIFIED CORNER RECORD
IRON ROD
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CURVE CENTRAL ANGLE/DELTA
OFFICIAL RECORDS BOOK
R
RADIUS
DEED BOOK
L
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PLAT BOOK
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CHORD BEARING
PAGE
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FLORIDA DEPARTMENT OF
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LTC RANCH PUD #2
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/ FLORIDA EAST COAST RAILROAD
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PREPARED BY MICHAEL T. OWEN
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER No. 5556
ENGINEERS O SURVEYORS O ENVIRONMENTAL
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10250 SW VILLAGE PARKWAY SUITE 201
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F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
EDC PROJECT #23-303 SHEET 2 OF 7
PLAT BK 125 PG 3
NW CORNER SECTION 2 TOWNSHIP 36 SOUTH
RANGE 39 AST (FALLS IN CANAL)
SET/RECOVERFD WITNESSES: 01 /11 /2024
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W CORNER SECTION 1 TOWNSHIP 36 SOUTH
RANGE 39 EAST (FALLS IN CANAL)
SET/RECOVERED WITNESSES: 01/16/2024
N:1108370.06, E:851136.71
CCR PENDING
- - - - - - - - - -
- - -- _
LINE SECTION 35 TOWNSHIP 35 SOUTH RANGE 39 EAST 42.50' N. S. L. R. W. M. D C A P) A L N 0 1 0 2 -R/W LINE
LINE SECTION 2 TOWNSHIP 36 SOUTH RANGE 39 EAST 85.00' WIDE DRAINAGE RIGHT-OF-WAY (N.S.L.R.W.M.D. R/W MAP 1980
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IRON ROD & CAP STAMPED "PRM LB FND
8098 UNLESS OTHERWISE NOTED
IR&C
INDICATES (P.C.P.) PERMANENT
CM
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D.B.
& CAP STAMPED "LB 8098"
P.B.
PROFESSIONAL LAND SURVEYOR
PROFESSIONAL SURVEYOR & MAPPER
PG.
LAND SURVEYOR
U.E.
R/W
LICENSED BUSINESS
(NR)
POINT OF TANGENCY
PERMANENT REFERENCE MONUMENT
PERMANENT CONTROL POINT
FOUND
5/8" IRON ROD & CAP
CONCRETE MONUMENT
IRON ROD
OFFICIAL RECORDS BOOK
DEED BOOK
PLAT BOOK
PAGE
UTILITY EASEMENT
RIGHT-OF-WAY
NON -RADIAL
NW 50 a4 E 2017.06 R W LINE S0019 30 f
500.45' 508.08' SOUTH RIGHT-OF-WAY LINE OF N.S.L.R.W.M.D. CANAL NO. 102 1008.53' P.O.B.
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CERTIFIED CORNER RECORD
A/D
CURVE CENTRAL ANGLE/DELTA
R
RADIUS
L
CURVE LENGTH
CB
CHORD BEARING
CD
CHORD DISTANCE
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NORTH ST. LUCIE RIVER WATER
CONTROL DISTRICT
F.D.O.T.
FLORIDA DEPARTMENT OF
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PLAT BOOK A 76
PAGE �
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SHEET 3 OF 7 SHEET 5 of 7
SHEET I PREPARED BY MICHAEL T. OwEN
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GRAPHIC SCALEETW
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100 0 50 100 200 400 I I I
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NO SCALE F.B.P.E.
BL.B. CERTIFICATETOF AUTHORIZATION 80TION 98 5
EDC PROJECT #23-303 SHEET 3 OF 7
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