HomeMy WebLinkAbout136 28-37 Sundance Vista Boulevard at Riverland Parcel D Phase 1CFN # 5558548 PLAT BOOK 136 PAGE 28., Recorded 12/05/2025 08:23:33 AM SAINT
LUCIE COUNTY Deputy Clerk THE 0A
]NSTR # 5558548
P BK 136
Pages 28 - 37 I
REC
ORDED CORDED 12/ OS/2025 08.23.33 AMf1
SAIN
T LUCIE
COUNTY
I
:.
DEPU
TY CLERK T
EJOAor
I
x.
A PARCEL OF LAND LYING IN SECTIONS 18 AND 19 TOWNSHIP 3�7 SOUTH
RA ,
NGE 39 EAST CITY OF PORT
ST. LUCIE, ST. LUCIE COUNTY FLORIDA
,
SHEET 1 OF 10
LEGAL DESCRIPTION n - ACCEPTANCE CIF DEDICATION
BEING A PARCEL OF LAND LYING WITHIN SECTIONS 18 AND 19, TOWNSHIP 37 SOUTH, RANGE STATE OF FLORIDA
S9✓EAST, CITY OF PORT ST. /LUCIE, ST. LUCIE COUNTY, FLORIDA AND BEING —MORE COUNTY OF ST. LUCIE
PARTICULARLY DESCRIBED/AS FOLLOWS:
CITY OF PORT ST, LUCIE HEREBY:
B�GINNING AT THE NORTHWEST CORNER OF THE N S-,A RIGHT-OF-WAY. �ASRECORDED IN
OFFICIAL RECORDS BOOK 3902 P P AGE 484, UBLIC .RECORDS 0V ST. LUCIE COUNTY, 1) ACCEPTS THE DEDICATIONS AND/OR THEIR OBLIGATIONS AS STATED HEREON OF
-FLORIDA; THENCE \ ALONG THE BOUNDARY OF SAID N/S A RIGHT -OF SWAY FOR .THE DISCOVERY WAY AS SET FORTH WITHIN THIS PLAT AND SPECIFICALLY DEDICATED
FOLLOWING SEVEN (7) DESCRIBED COURSES, SOUTH 89'50'39" EAST, A DISTANCE `OF 220.00 To CITY OF PORT ST, LUCIE 0
I, -- - ------ -- -- - ------ �__, A DULY LI NSED ATTORNEY IN
FEET, THENCE SOUTH 45 08 49 WEST, A DISTANCE OF 49.51 FEET; THENCE SOUTH ST 2
2) CO A E OF F D , DO HER BY CERTIFY THAT, AS OF THE _____ DAY OF
00'08'18" WEST, A DISTANCE OF 361.94 FEET TO THE POINT OF CURVATURE OF A CURVE, CONSENTS TO THE PLATTING OF THE LANDS HEREIN.
__ �� 2025:
CONCAVE EASTERLY HAVING A RADIUS OF 1925.00 FEET A CENTRAL ANGLE OF 43' »
% 52 48 ,
i � DATED THIS ��' `
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT _y____DAY OF ���_____2025.
.A DISTANCE OF THE RECORD TITLE TO THE LAND �,S DESCRIBED AND SHOWN HEREON . .' � » IS IN THENAME OF
1474.26 FEET TO A POINT OF TANGENCY, THENCE SOUTH 43 44 30 EAST, A DISTANCE OF
THE CITY OF PORT ST. LUCIE, A MUNICIPAL CORPORATION OF THE STATE OF
772.29 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY, HAVING ^�
. " ✓-� FLORIDA, THE ENTITY EXECUTING THE DEDICATION.
A RADIUS OF 2080.00 FEET, A CENTRAL ANGLE OF 43 55 24 , THENCE SOUTHEASTERLY ___MM_____________,
THERE ARE NO MORTGAGES OF RECORD ENCUMBERING THE LAND DESCRIBED N.
ALONG THE ARC OF SAID CURVE TO THE RIGHT, E AN HEREON.
R G T, A DISTANCE OF 1594.55 FEET TO A POINT - �9;-6��-WI A6EJ�—
. � » � � PURSUANT TO FLORIDA STATUTE 197.192, ALL TAXES HAVE BEEN PAID THROUGH THE
OF TANGENCY, THENCE SOUTH 00 10 54 WEST A DISTANCE OF 902.23 FEET• THENCE NORTH SMANON \MART014 M AV OR
-
N M
» i YEAR 2024.
89 49 06 WEST A DISTANCE OF 150.0
0 FEET, THENCE ALONG THE WEST\LINE OF SAID N S
ALL ASSESSMENTS AND ,
A ! RIGHT-OF-WAY » WITNESS __
OTHER ITEMS HELD AGAINST SAID LAND HAVE BEEN SATISFIED.
FOR THE FOLLOWING SIX (6) DESCRIBED COURSES,, NORTH�00 10 54 EAST, _ _____ WITNESS. __ ______________
��
�� THERE ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES DO NOT PROHIBIT .
A DISTANCE OF 902.23 FEET TO THE POINT OF CURVATURE OFF A CURVE, CONCAVE ^ � / � ----------
SURVEYORS ���
SOUTHWESTERLY HAVING A RADIUS OF 1930.00 FEET A CENTRAL ANGLE OF �43'S = 4"• PRINT NAME:,_ __ ! S ,M� a
THE CREATION OF THE SUBDIVISION DEPICTED BY THIS PLAT.
_ 5 2 �______ PRINT NAME• _______�_�___R_ 1) BEARINGS SHOWN HEREON ARE BASED ON THE STATE PLANE GRID, FLORIDA EAST
THENCE - NORTHWESTERLY ALONG , �' �j
A G THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF , ZONE, NAD 83, 1990 ADJUSTMENT, SOUTH LINE LINE OF DISCOVERY WAY AT RIVERLAND
, " ' '
1479.55 FEET TO A POINT OF TANGENCY; THENCE NORTH 43 44 30 WEST, A DISTANCE OF DATED THIS ___________DAY OF _ ____ —,2025. '' PARCEL C PHASE 2, AS RECORDED IN PLAT BOOK 136, PAGE. 3, PUBLIC RECORDS OF ST.
772.29 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A LUCIE COUNTY, FLORIDA, HAVING A BEARING OF SOUTH 89 50 39 EAST, WITH ALL
RADIUS OF 2075.00 FEET A CENTRAL ANGLE OF, 43 52 48 • THENCE NORTHWESTERLYACKNOWLEDGMENT BEARINGS SHOWN HEREON BEING RELATIVE THERETO.
ALONG ,
E AR F SAID `
THE C 0 D .CURVE TO THE RIGHT, A DISTANCE OF 1589.14 FEET. TO A POINT OF STATE OF FLORIDA BY: ____
TANGENCY; THENCE NORTH 00'08 18 EAST A DISTANCE OF 362.01 FEET; THENCE NORTH COUNTY OF ST. LUCIE 2) NOTICE: THIS PLAT AS RECORDED IN ITS GRAPHIC FORM O IS THE FFICIAL DEPICTION '
l F _ � 0 THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE
44 51 11 WEST, A DISTANCE OF 49.49 FEET TO THE POINT OF BEGINNING. ` � � PRINT NAME. _��_________ __________ ___�
' THE FOREGOIN CEPTANCE OF DEDICATION WAS ACKNOWLEDGED BEFORE ME BY SUPPLANTED IN THE AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL R
� E � ATTORNEY AT LAW -
I AL FORM OF THE
MEANS F (`i'PHYSICAL PRESENCE ORIC") ONLINE
CONTAINING 17.729 ACRES, MORE OR LESS. NOTARIZATION, THIS ^��___N; � q PLAT.
e .� ti n / FLORIDA BAR # __ C----------
DAY OF _, 2025 BY JESUS MEREJO, AND HE ACKNOWLEDGED TO
: FOR THE FIRM OF GREENBERG TRAURIG P.A.
AND BEFORE ME THAT HE EXECUTED SAID INSTRUMENT -AS -CITY MANAGER OF SAID
3) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT
CITY OF'PORT ST., LUCIE.I
THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
CERTIFICATION OF OWNERSHIP do DEDICATION '
SHE IS 6J-�RSONALLYiKNOWN TO ME OR,(') HAS PRODUCED \ __--------
STATE OF FLORIDA AS IDENTIFICATION AND DID TAKE AN OATH.
4) ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND .DECIMALS THEREOF.
COUNTY OF ST. LUCIE
CERTIFICATE OF SURVEYOR AND MAPPER 5) THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA
STATUTES BY A PROF
THE CITY OF PORT ST. LUCIE, A MUNICIPAL CORPORATION OF THE STATE OF WNER r � � r:�>. ° ��; < -�-•..��..h� • = � • � = .' THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS `A TRUE AND E PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDER
FLORIDA,' / / a, ; •,, < �. �. .,_; J E A CORRECT CONTRACT WITH THE CITY OF PORT ST, LUCIE.
OF THE LAND DESCRIBED AND PLATTED HEREIN AS SUNDANCE VISTA BOULEVARD AT NOTARY PUBLI _ � .ter,-ri, .; REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND
RIVERLAND PARCEL D PHASE 1, BEING IN ST. LUCIE COUNTY, FLORIDA, HAVE CAUSED SAID ; a (�'Y'�,.,. , .. SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE
LANDS TO BE SURVEYED AND PLATTED AS SHOWN COORDINATES SHOWN ARE GRID C ORDINATES DATUM NAD 83 {1990
0 HEREON AND HEREBY DEDICATES AS AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS (P.R.M. S) HAVE BEEN SET AND
PRINT NAME: _1�---- ADJUSTMENT).
FOLLOWS:' ` i3 r • -3 THAT PERMANENT CONTROL POINTS (P.C.P.'S) WILL BE SET UNDER THE GUARANTEES
_ � ZONE = FLORIDA EAST ZONE
\ / POSTED WITH THE CITY COUNCIL OF PORT ST. LUCIE FOR THE REQUIRED IMPROVEMENTS,
COMMISSIO LINEAR UNIT = U.S. SURVEY FEET
/ AND F
S N AN E MY COMMISSION EXPIRES:Q�L p FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALL OF THE REQUIREMENTS OF • COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION D C VISTA BOULEVARD, AS -SHOWN ON THIS PLAT, IS DEDICATED TO THE CITY OF PORT NUMBER: __I�1�3_ � �.�___ P ION
f CHAPTER 177, FLORIDA STATUTES, AS AMENDED, AND IN ACCORDANCE WITH THE • ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED).
ST, LUCIE, A MUNICIPAL CORPORATION OF THE STATE OF FLORIDA, FOR THE BENEFIT OF THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE -
PUBLIC. E SCALE FACTOR = 0.99998023
CODE;,SET FORTH BY THE FLORIDA,BOARD OF SURVEYORS AND MAPPERS PURSUANT TO PLAT BEARING = GRID BEARING
SET 0 4 . =
C I N 72.027, FLORIDA STATUTES, AND ORDINANCES OF THE CITY OF PORT ST. GROUND DISTANCE X SCALE FACTOR GRID DISTANCE
LUCIE FLORID IS Z 1 N1DAY OF :O_ '� � __ 2025. ALL MEASUREMENTS ASSOCIATED WITH THE BOUNDARY SURVEY THAT SUPPORTS
APPROVAL OF CITY OF PORT ST, LUCIE THIS PLAT ARE IN ACCORDANC
E WITH THE UNITED STATES STANDARD SURVEY
IN WITNESS WHEREOF, THE ABOVE NAMED CITY OF PORT ST. LUCIE HAS CAUSED THESE � � � I
PRESENTS TO BE SIGNED BY ITS THIS q— DAY 0 L@^+vx-le 2025.
STATE OF FLORIDA FEET. THE STATE PLANE COORDINATES DEPICTED ON THIS PLAT WERE OBTAINED
COUNTY OF ST. LUCIE f USING REAL TIME KINEMATIC (RTK) GPS METHODS WITH AN EXPECTED ACCURACY
-- ----=- - �_ _� OF +/- 0.051. REDUNDANT MEASUREMENTS WERE INCORPORATED UTILIZING THE
l
.PERRY C. E FLORIDA DEPARTMENT OF TRANSPORTATION F (DOT) FLORIDA PERMANENT
IT IS HEREBY CERTIFIED THAT THIS PLAT OF SUNDANCE VISTA BOULEVARD AT R F REFERENCE NETWORK (FPRN), THE NATIONAL GEODETIC SURVEY (NGS)
y J o g'5 P O E ONAL SURVEYOR MAPPER
BY. DATE. _C*C—e i RIVERLAND PARCEL D PHASE 1, HAS BEEN OFFICIALLY APPROVED FOR RECORD BY THE / CONTINUOUSLY OPERATING REFERENCE STATIONS
_ FLORIDA REGISTRATION N0.4213 T (CORS) TO PROVIDE RTK
CITY OF PORT ST. LUCIE AND ALL DEDICATIONS TO THE CITY OF PORT ST. LUCIE S NETWORK STATIONS.
HEREIN ARE ACCEPTED THIS DAY OF _ tQ K!9 �=------- 2025.
SAND � HILLS SURVEYING INC.
SN ANN oN N1 • MARTIN M�YoR 6675 E. CALUMET CIRCLE
WITNESS. /&d� WITNESS.
LAKE WORTH FLORIDA 33467
CI Y OF PORT ST. LUCIE ATTEST.
. y ,
M
5
PRINT Sty ►I f1 NAME. �- PRINT NAME. ey�flf�, OJ �eG
JESUS MEREJO, CITY MANAGER SALLY WALSH, ITY CLERK
ACKNOWLEDGMENT --- ---
1'
STATE OF FLORIDA RE CLERKS CORDING CERTIFICATE
COUNTY OF ST. LUCIE
STATE OF FLORIDA
DISCOVERY W
THE FOREGOING CERTIFICATE OF OWNERSHIP WAS ACKNOWLEDGED BEFORE
COUNTY OF ST. LUCIE E AY -
ME, BY MEANS OF (�'1'
PHYSICAL PRESENCE OR O ONLINE NOTARIZATION, THIS --- ------ DAY OF - � _� SHEET 2
2025 BY JESUS MEREJO, AND HE ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SAID I MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE, FLORIDA, DO HEREBY
INSTRUMENT AS ITY MANAGER OF SAID CITY OF PORT ST. CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT IT COMPLIES IN FORM WITH
LUCIE
HE' IS (v ERSONALLY KNOWN TO ME OR t) HAS PRODUCED AS
ALL THE RE
QUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MAPS AND PLATS,
AND THAT T S AT HAS BEEN FILED FOR RECORD IN PLAT BOO SHEET 3
IDENTIFICATION AND DID TAKE AN OATH. ..: ...:
PAGES ___ ?%_ OF THE PUBLIC R CORDS OF ST. LUCIE COUNTY, FLORIDA, THIS
--- --�, DAY OF -- -' ---- 2025.
r: • -n-= ,
H
S EET 4
NOTARY P
UBLIC:------- -- ---
Y'
MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT PLANNING &ZONING PROJECT NUMBER: P25-036
`, � �.�j ST. LUCIE COUNTY, FLORIDA
r SHEET 5
t, %.� 1�
PR�NT NAME. c _--------------
C
� s
.;
• F , -- cc 4zorto COMMISSION�N�S ' A'9-,SHEET 6
MY COMMISSION EXPIRES ___NUMBER:C c �-
�' ,9 F
O
W TRADITIONS SHEET 7
��. z � GAT, F`
PARKWA• _
J Y � BLVD. /
w
COMMUNITY BLVD.
A
SHEET 8
z
l�
�- SIT q
E
m DISCOVERY WAY s
O SHEET 9
RIVERLAND RIVERLAND
� L SW DISCOVERY _
PARCEL C >
PARCEL A/ WAY i
d
r
RIVERLAND
to >--
RIVERLAND RIVERLAND ,—
. :.. PARCEL /
PARCEL B i
PARCEL D
SHEET 10
THIS INSTRUMENT
E T PREPARED BY . ,. - , .,.. � °., , • - ... _ . , _.�.-..,
.. ,xt, t✓ E/W #3
PERRY C. WHITE, P.S.M. 42139 . -
�>� as ., , ° :..:, .:, ,. ,. ., I ��- � �: ��. _
<�,
ti .
STATE OF FLORIDA ,:.
t,: .:..,CLERK OF ,,,.. ;r CITY OF , �) _ =_ a
a. E. AP
,; _, SURVEYOR
,n, I C I r..,,. m
PURY15"f., LUCIE
C R U COURT z
SAND &HILLS SURVEYING, INC. .�.,� , , ,..:.; .�; . . �� . ; . , ; � _ . .. N.Ts.
C 3 CANAL 2 C L
S E
0 P
6675 E. CALUMET CIRCLE
S11 ILI i
LAKE WORTH, FLORIDA 33467 LB-7741
�X
LOCATION MA
�nlar� P
- PSLUSD PROJECT # 5268 2
N *01248--'P2� 036 SHEET 1 OF 10
' OT TO SCALE
PLAT BK 136 PG 29
Y118
Sloll P"k B 0 14� io, L E V A [,R", IF
rA 0-1
t r
k n,
°v
A PARCEL OF LA
ND LYING IN SECTIONS 18 AND 19, TOWNSHIP.. 37 SOUTH,
RANGE 39
EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA
SHEET 2 OF 10
o s 2 O 0 4 80 120
v
SCALE: 1" = 40'
y
\ NORTH LINE OF R/W
1
(O.R.B. 4077, PG. 1480)
—�
DISCOVERY WAY AT RIVERLAND PARCEL C PHASE 2 0
toLEGEND:
DISCOVERY WAY.
® - SET PERMANENT REFERENCE MONUMENT
3 (150.00 PUBLIC R/W) „ „ „
E�W 1 5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP
0:� I (P.B. 136, PG. 3) STAMPED PRML.B. #7741
(150.0 ', _ _ N 89050'39" W L
_ 0 PUBLIC R/W) _ _
o ❑ FOUND PERMANENT REFERENCE MONUMENT
,n ro.R.B. 4o77,,PG. 1480) 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
• - SET PERMANENT CONTROL POINT
(BASIS OF BEARINGP
"
�. - NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
o »to 0
S 89 5O 39 o O - FOUND PERMANENT CONTROL POINT
,n NAIL WITH 1.25" DISK STAMPED PCPL.B.# 7
220.00 ;%
LIMITS f ,� E c L 7 41
/ OF PLAT A -DELTA ANGLE
N 1061909.344 AC. - ACRES
SOUTH LINE OF R/W z B.E.BUFFER E 827908.968 BU FE EASEMENT SEMENT
(O.R.B. 4077, PG. 1480) .E. -
CB - CHORD BEARING
CH CHORD DISTANCE
109.99' / N 89°50'39" W -
w 110.01 � CENTERLINE
P.O.B. N 1061908.745 D.B. DEED BOOK
8 8
NORTHWEST. CORNER OF N/S A E 2 128.963 D.E. - DRAINAGE EASEMENT
RIGHT-OF-WAY
D.S.E. DRAINAGE SWALE EASEMENT
L -ARC LENGTH
(O.R.B. 3902, PG. 484) S 45008' 49» W
i L.A.E. _ LIMITED ACCESS EASEMENT..
49.51
L.E. LANDSCAPE EASEMENT
o » I L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT
N 44 * 51 11 W 1 ,
N 1061874.260 � N 06 87 3.831 L.M.E. -LAKE MAINTENANCE EASEMENT
49.49 E 827943.872
E 828093.869 N.R. - NOT RADIAL
N.R.T.R. - NOT RADIAL TO REAR
N.T.S. NOT TO SCALE
O.R.B. OFFICIAL RECORD BOOK
O.E. MAINTENANCE & ROOF OVERHANG EASEMENT
P.B. PLAT BOOK
—� P.C.P. - PERMANENT CONTROL POINT
PORT ST. LUCIE PCS. - PAGES
TREATMENT -PLANT P.O.B. - POINT of BEGINNING
-N, P.O.C. - POINT OF COMMENCEMENT
p (O.R.B. 2860, PG. 2678) P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT
P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
Q I R - RADIUS
:- > R/W - RIGHT-OF-WAY
0 L1J S.F. - SQUARE FEET
j _1 S.T. - SURVEY TIE
w \ 3 U.E. - UTILITY EASEMENT
� w
UNPLATT D 0 �(6 ti
E �a � - �, RAD -RADIAL LINE
m U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
SECTION 18, W VN ^ P.C. POINT OF CURVATURE
I.
--i w ti �O P.T. -POINT OF TANGENCY
TOWNSHIP 37 SOUTH, I— M
00 3 oo c� v I') P.R.C. - POINT OF REVERSE CURVATURE
RANGE 39 EAST w .. � ^ � cr _
m y H .. m 0 a P.N.R.I. POINT OF NON -RADIAL INTERSECTION
� co � o P.R.I. - POINT OF RADIAL INTERSECTION
0 av QU0 o
o 0 L1j 0 o z a-
P.C.C. - POINT OF COMPOUND CURVATURE
N
0 z n. Loa z N 00
V ..- o o
0 o N wW
0o Z � I z w
Z � MM
W 0) Q z m Z J m
J m H O
Z ��
�- a O
cn 0 - w
w -- 0
3
(n
(n _
DISCOVERY WAY
LIMITS
SHEET 2
OF PLAT LIMITS
I
OF PLAT
SHEET 3
75.00 75.00
SHEET 4
PORT ST. LUCIE
TREATMENT PLANT SHEET 5
N 1061512.262
E 827942.999 N 1.9(O.R.B. 2860, PG. 2678) s
P.T. E 828098092.995 boy
P.C. 2
SHEET 6
i LfS
MATCH LINE �q
(SEE SHEET 3) ` SHEET 7
F�
0
SHEET 8
THIS INSTRUMENT WAS PREPARED BY
SHEET 9
PERRY C. ,WHITE, P.S.M. 4213, STATE OF FLORIDA
KEY MAP
SAND & HILLS SURVEYING INC.
� J N. S.
6675 E. CALUMET CIRCLE
LAKE WORTH, FLORIDA 33467 SHEET 10
LB 7741
PSLUSD PROJECT # 5 6 - E 2 8 z SH0248 P25-036 SHEET 2 OF 10
PLAT BK 136 PG 30
AM
UND HCE
T
BVULEY RD
IrA
13
,
A PARCEL OF LAN
D LYING IN SECTIONS 18 AND 19, TOWNSHIP 37 SOUTH,
RANGE 39 EAST
, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA
SHEET 3 OF 10
MATCH LINE
(SEE SHEET 2) 0 8 20 40 80 120
P.T. P.C. -
N 1061512.262r'""
E 827942.999
N 1061511.900
� E 828092.995 _
SCALE. 1 40
.LEGEND,
/N11�\ 7.5.00 ® - SET PERMANENT REFERENCE MONUMENT
UNPLATTED 7,5.00 _v 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP
SECTION 18,
STAMPED PRM L.B. #7741
TOWNSHIP 37 SOUTPORT ST. LUCIE - ❑ - FOUND PERMANENT REFERENCE MONUMENT
H,
5/8 IRON ROD 18 IN LENGTH WITH 1.5 CAP
m
RANGE 39 EAST TREATMENT PLANT STAMPED PRM L.B. #7741
Q �� e SET PERMANENT CONTROL POINT
r (O.R.B. 2860, PG. 2678)
W NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
�..�
O - FOUND PERMANENT CONTROL POINT
00 v NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
N 'rl
z A - DELTA ANGLE
AC. - ACRES
B.E. - BUFFER EASEMENT
D
CB - CHORD BEARING
CH - CHORD DISTANCE
- CENTERLINE
11
D.B. DEED BOOK
.r IIDRAINAGE i
DE EASEMNET
I (fl D.S.E. DRAINAGE SWALE EASEMENT
N N N
O G L ARC LENGTH
..J / Z
L.A.E. - LIMITED ACCESS EASEMENT
L.E. -LANDSCAPE EASEMENT
L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT
N /
o n � p O L.M.E. - LAKE MAINTENANCE EASEMENT
o w cA z u _
O < u/ .r N.R. NOT RADIAL
z y v' -
oO rt'1 ° N.R.T.R. NOT RADIAL TO REAR
o ^ • cn
D N.T.S. -
P O O NOT TO SCALE
n 11 DN.r a? aW, �tpp
O
�.� �Cif O.R.B. OFFICIAL RECORD BOOKD 'O� O.E.. MAINTENANCE &ROOF OVERHANG EASEMENT
it mo P.B. -PLAT BOOKaa *(AIM
f _
° ° � Or n. o
P.C.P. PERMANENT CONTROL POINT
N c7� N
W cr O .�
m P. n? c, C� —C3� PGS. - PAGES
o _ SV w
Q = � ^4 N P.O.B. POINT OF BEGINNING
t3� N r 1 m 11 _0� •
n = 1 O O - . _ P.O.C. - POINT OF COMMENCEMENT
r m r C MM P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT
11 I� p r W
�J P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
w _ R RADIUS
• t �
cr 1` R/W RIGHT-OF-WAY
WAY
r
. 0 11 S.F. -SQUARE FEET -
S.T. - SURVEY TIE
Il 1 C7
..+ U.E. UTILITY EASEMENT
-J
RAD RADIAL LINE
•� U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
Csi
P.C. - POINT OF CURVATURE
N P.T. - POINT OF TANGENCY
P.R.C. - POINT OF REVERSE CURVATURE
- R
P.N.R.I. POINT OF NON RADIAL INTERSECTION
LIMITS
P.R.I. POINT OF RADIAL INTERSECTION
N P.C.C. - POINT OF COMPOUND CURVATURE
OF PLAT
W Z UNPLATTED
LIMITS
N� SECTION 18,
�? TOWNSHIP/37 SOUTH,
UNPLATTED OF PLAT �N
SECTION 18,
�� RANGE 39 EAST
TOWNSHIP 37 SOUTH,
RANGE 39 EAST---.,,,,
DISCOVERY WAY
SHEET 2
SHEET 3
75
,p0
SHEET 4
SHEET 5
y
�,.i c SHEET 6
GH �
�`
'C -� f
p► EE s
Es �
SSE �
�
H L
S EET7
•9,p
O
SHEET 8
THIS INSTRUMENT WAS PREPARED BY
PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA
SHEET 9
SAND & HILLS SURVEYING, INC.KEY MAP
6675 E. CALUMET CIRCLE N.T.S.
LAKE WORTH, FLORIDA 33467
SHEET 10
LB-7741
PLAT BK 136 PG 31
■
�
6�\ —Z UIVI'LIA I I E-U
p ./ < ® SET PERMANENT REFERENCE MONUMENT
SECTION 18, " "
5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP
TOWNSHIP 37 SOUTH, STAMPED PRM L.B. #7741
csIr
6'- 114 0 RANGE 39 EAST ❑ FOUND PERMANENT REFERENCE MONUMENT
N 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
P.
STAMPED PRM L.B. #7741
r ��` \ • - SET PERMANENT CONTROL POINT
NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
N 1060792.332
O - FOUND PERMANENT CONTROL POINT
.�
NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
UNPLATTED � E 828230.673 SECTION 18, p -DELTA ANGLE
�, v
AC. -ACRES
N \ B.E. BUFFER EASEMENT
TOWNSHIP 37 SOUTH, CB - CHORD BEARING
RANGE 39 EAST O $ o-� CH CHORD DISTANCE
N CL - CENTERLINE
D.B. - DEED BOOK �,
N c y� D.E. DRAINAGE EASEMENT
N 1060736.623 a / QD.S.E. DRAINAGE SWALE EASEMENT
E 828091.405 \No �' �� Q D I
O b3 /p o_ L 'z / L -ARC LENGTH
0 2 ?J - L.A.E. - LIMITED ACCESS EASEMENT
0`J
:A R_1925.00
o� � L.E. - LANDSCAPE EASEMENT
. Q
L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT
6aQ
p � & 43052'48" L.M.E. - LAKE MAINTENANCE EASEMENT ' N.R.` . NOT
E1=1474.26� N.R.T.R. - NOT RADIAL TO REAR
y � N.T.S. -NOT TO SCALE
x' a O.R.B. - OFFICIAL RECORD BOOK
1 Q L O.E. MAINTENANCE & ROOF OVERHANG EASEMENT
<�\ Q P.B. PLAT BOOK
s.s P.C.P. PERMANENT CONTROL POINT
�'
R 2075.00 \� O _ PGS. PAGES
o » .a UNPLATTED P.O.B. - POINT OF BEGINNING
0 43 52 48 /
/ P.O.C. -POINT OF COMMENCEMENT
SECTION 18,
_. / P.S.L.U.E. PORT ST. LUCIE UTILITY EASEMENT
L-1589.14 v >
TOWNSHIP 37 SOUTH, P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
, � R -RADIUS
RANGE 39 EAST R/W RIGHT-OF-WAY
s
6, r, S.F. - SQUARE FEET
Q
N . S.T. -SURVEY TIE
Q U.E. - UTILITY EASEMENT
< , a RAD - RADIAL LINE
.a .a U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
Q P.C. POINT OF CURVATURE
LIMITS
s� P.T. -POINT OF TANGENCY.
F
OF PL AT P.R.C. - POINT OF REVERSE CURVATURE
P.N.R.I. -POINT OF NON -RADIAL INTERSECTION . F RADA INTERSECTION
P.R.I. -POINT 0 RADIAL TION I C
ZF` P.C.C. - POINT OF COMPOUND CURVATURE
UNPLATTED
LIMITS .��
SECTION 18,
OF PLAT
�s
TOWNSHIP 37 SOUTH,A�
RANGE 39 EAST--*,,,,o0
00
�5 DISCOVERY WAY
SHEET 2
SHEET 3
�P�� SHE 4
115
SHEET 5
s
�y
cF SHEET 6
Lf
'9
B
L
SHEET 7
�Pa
SHEET 8
THIS INSTRUMENT WAS PREPARED BY
PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA
SHEET 9
SAND & HILLS SURVEYING, INC.
6675 E. CALUMET CIRCLE
N.T.S. �
LAKE WORTH FLORIDA 33467
' SHEET 10
LB-7741
n
l
PSLUSD PROJECT # 5268_ 2 SH0248 P25 036 SHEET 4 OF 10
PLAT BK 136 PG 32
e.rl
CL
Vil T OU-IL tIVAl IF
wn"_ 2 w
r
R_l_ I T\ 1 0010%."
INN
A PARCEL OF LAND LYING IN SECTIONS 18 AND 19 TOWNSHIP 37 SOUTH
y
RANGE 39 EAST,F COUNTY FLORIDA
CITY 0 PORT ST. LUCIE, ST. LUCIE ,
SHEET 5 OF 10
0 8 20 40 80 120
SCALE: 1 — 40
UNPLATTED
SECTION G � 18, �c � TOWNSHIP 37 SOUTH,LEGEND:
P5 _
RANGE 39 EAST SET PERMANENT REFERENCE MONUMENT
`i
" " 1
l5 5/8 IRON ROAD 18 IN LENGTH. WITH 1.5 CAP
PR L.B.
STAMPED M #7741
' \ ❑ - FOUND PERMANENT REFERENCE MONUMENT
5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
p • SET PERMANENT CONTROL POINT
� NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
��• O - FOUND PERMANENT CONTROL POINT
\ % NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
A DELTA ANGLE
is ..
AC. -ACRES
F SECTION 7- SOUTH LINE 0 SEC I N 18 3 39
— — - - — — — — - — — -- B.E. -BUFFER EASEMENT
p O / NORTH LINE OF SECTION 19-37-39 _
g0 CB CHORD BEARING
O+
CH - CHORD DISTANCE
CL - CENTERLINE
V
V D.B. - DEED BOOK
c�
�• D.E. _ DRAINAGE EASEMENT
D.S.E. DRAINAGE SWALE EASEMENT
c' L - ARC LENGTH
L.A.E. - LIMITED ACCESS EASEMENT
<�' + L.E. LANDSCAPE EASEMENT
.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT
OO q, L.M.E. - LAKE MAINTENANCE EASEMENT
o0� "= / N.R. - NOT RADIAL
` N.R.T.R. - NOT RADIAL TO REAR
�� o `I N.T.S. - NOT TO SCALE
koO �. �F��� S7 O.R.B. - OFFICIAL RECORD BOOK
`ss S �+ O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT
is P.B. -PLAT BOOK
00 UNPLATTED
P.C.P. - PERMANENT CONTROL POINT
O+ <�`
SECTION 19 Pcs. - PAGES
,Q �1 P.O.B. - POINT OF BEGINNING
o, �, s/ m LIMITS
�, S •., /- u'9 � � TOWNSHIP 37/,SOUTH P.O.C. -POINT OF COMMENCEMENT
�� �. o. G 0314, OF PLAT P.S.L.U.E - PORT ST. LUCIE UTILITY EASEMENT
L10. tip � RANGE 39 EAST
S? . A �, P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
R - RADIUS
a I�
' F
tS / \ �•_ CR/W - RIGHT-OF-WAY
� S � S.F. -SQUARE FEET
9 O. L� ,
UNPLATTED � 17 _ r nn �' N 1060176.319 S.T. SURVEY TIE
's O a' tS 828627..237 U.E. -UTILITY EASEMENT
SECTION 19 LP .o E
RAD - RADIAL LINE
TOWNSHIP 37 SOUTH, kv U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
O P.T. P.C. POINT OF CURVATURE
RANGE 39 EAST �P /_
.O G P.T. POINT OF TANGENCY
P.R.C. POINT OF REVERSE CURVATURE
F A
s � P.N.R.L - POINT OF NON -RADIAL INTERSECTION
O FJ
P.R I POINT O F RADIAL INTERSECTION
r
q
P.C.C. -POINT OF COMPOUND CURVATURE
�o
o St
A
tS'
c
D
QJ
LIMITS
r
OF PLAT •..
c'
+
P.C.
DISCOVERY WAY
O-.
N 1060072.610 �y
E 828518.869 SHEET 2
\ 1�
SHEET 3
tJ�o
+
SHEET 4
�o
Op
SFUT 5
UNPLATTED
. .SECTION 19,
2c. SHEET 6
TOWNSHIP 37 SOUTH fs�
� y�
RANGE 39 EAST---,,°� SHEET 7
FG
�o
SHEET 8
THIS INSTRUMENT WAS PREPARED/BY
SHEET 9
PERRY C. WHITE P.S.M. 4213 STATE OF FLORIDA
SAND & HILLS SURVEYING, .'/
N.T.S.
6675 E. CALUMET CIRCLE
LAKE WORTH FLORIDA 33467
� SHEET 10
LB-7741
PSLUSD PROJECT # 5268-2
SH0248 P25 036 SHEET 5 OF 10
PLAT BK 136 PG 33
on
U L R
.. •-,. :.. : yr
'Wa AV, A
V
A PAR -
CEL OF LAND LYING IN SECTIONS 18 AND 19 TOWNSHIP 37 SOUTH
RAN
GE 39 EAST, CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA
SHEET 6 OF 10
08 20 40 80 120
UNPLATTED SCALE 1 40
SECTION
E TION 19,
TOWNSHIP
HI 37 SOUTH,
AK RANG
E 39 EAST
h
� LEGEND:
® SET PERMANENT REFERENCE MONUMENT
_ -
A 5 5/8» IRON ROAD 18"
IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
FOUN ❑ D PERMANENT REFERENCE MONUMENT
5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
00
/ STAMPED PRM L.B. #7741
SET PERMANENT CONTROL POINT
NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
O FOUND PERMANENT CONTROL POINT
NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
LIMITS A DELTA ANGLE
AC. - ACRES
OF PP
AT B.E. -
BUFFER EASEMENT
d \ CB - CHORD BEARING
h0 _
CH CHORD DISTANCE
CL CENTERLINE
D.B. - DEED BOOK
D.E. - DRAINAG
E EASEMENT
D.S.E. DRAINAG WA E S LE EASEMENT
L ARC LENGTH
F L
s L.A.E. - _ LIMITED
ITED ACCESS EASEMENT
y L.E. LANDSCAPE EASEMENT
s � �
/
p �o L.M.A.E. - LAKE
KE MAINTENANCE ACCESS EASEMENT
f \ ' L.M.E. - LAKE MAINTENANCE
NCE EASEMENT _
+ R
N NOT RADIAL
o J
�T N.R.T.R. NOT RADIAL T REAR
'fi 2 0 E
N.T.S..o
c s NOT TO SCALE
'9 UNPLATTED
O.R.B. OFFICIAL RECORD BOOK
A- u
"y s _ v Q O.E. - MAINTENANCE SECTION 19 &ROOF OVERHANG EASEMENT
\ ! r
S �` � P.B. -.PLAT 800K
O _
'9 . \ � TOWNSHIP 37 SOUTH, P.C.P. - PERMANENT CONTROL POINT
r0� •
0 0+..� ��
s' �9+ RANGE 39 EAST Pcs. - PAGES
\� -
o P.O.B. POINT OF BEGINNING
F< P.O.C. - POINT OF COMMENCEMENT
P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT
A c� P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
R _ RADIUS
UNPLATTED
F �� F� G R/W RIGHT-OF-WAY
u � s� 9,
O J 1p S.F. - SQUARE FEET
SECTION 19, 2 \ S.T. SURVEY TIE
FO
TOWNSHIP 37 SOUTH t�o 9 U.E. -UTILITY EASEMENT
o�? 2 RAD - RADIAL LINE
RANGE 39 EAST s
: �+ G� ,q U.E.-R.A. .UTILITY EASEMENT -RESTRICTED AREA
As 'P P.C. - POINT OF CURVATURE
P.T. - POINT F 0 TANGENCY
*/
P.R.C. - POINT OF REVERSE CURVATURE P.N.R.I. POINT OF NON -
RADIAL INTERSECTION
P.R.I. - POINT OF RADA INTERSECTION RADIAL I ERSECTION
P.C.C. - POINT OF COMPOUND CURVATURE
O -
O
4j•
1
LIMITS
OF PLAT
P.C.
N 1019618.376; DISCOVERY WAY
O
E 829161.197
O SHEET 2
1�
\
SHEET 3
11
.�. SHEET 4
�5
UNPLATTED SHEET 5
SECTION 19, N 1059514.667 P.T. s
TOWNSHIP 37 SOUTH, E 829052.829
cF SHEET 6
RANGE 39 EAST
rs
`Z SHEET
FL 7
9
�o
SHEET 8
THIS INSTRUME
NT WAS PREPARED BY
PERRY C. WHITE, P.S.M. 4213 STATE OF FLORIDA �� .
� SHEET 9
SAND & HILLS SURVEYING INC.
6675 E. CALUMET CIRCLE N.T.S.
LAKE WORTH, FLORIDA 33467
- LB _7741 SHEET 10
- �— �
P L SD PRO - S u PROJECT # 5268 2 SH0248P25-036 SHEET 6 OF 10
PLAT BK 136 PG 34
N
a
y
_T B
r
x.
y
3
�P
VrL
A PARCEL OF LAND LYING IN SECTIONS 18 AND 19,TOWNSHIP 37 SOUTH,
RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA
SHEET 7 OF 10
0 8 20 40 80 120
N 1059618.376
UNPLATTED
E 829161.197 SECTION 19 SCALE. 1 - 40
P 37 SOUTH TOWNSHIP I
RANGE 39 EAST---,._,
'�► co1
LEGEND:
5
® - P SETPERMANENT REFERENCE MONUMENT
5/8S IRON ROAD 18 IN LENGTH WITH 1.5" CAP '
l� STAMPED PRM L.B. #7741
❑ - FOUND PERMANENT REFERENCE MONUMENT
5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
d
•O STAMPED PRM L.B. #7741
h•
N 1059514.667 1 / • - SET PERMANENT CONTROL POINT
E 829052.829 / i`9 P.T. NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
\L � �'�
O - FOUND PERMANENT CONTROL POINT
2F NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
"'9 �� LIMITS A -DELTA ANGLE
' A2 / AC. - ACRES
OF PLAT B.E. BUFFER EASEMENT
CB CHORD BEARING
CH - CHORD DISTANCE
CL CENTERLINE
D.B. - DEED BOOK
D.E. = DRAINAGE EASEMENT
D.S.E. DRAINAGE SWALE EASEMENT
L - ARC LENGTH
O L.A.E. LIMITED ACCESS EASEMENT
L.E. LANDSCAPE EASEMENT
O L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT
70 L.M.E. LAKE MAINTENANCE EASEMENT
N.R. ` - NOT RADIAL
N.R.T .R. NOT RADIAL TO REAR
N.T.S. - NOT TO SCALE -
0
S v � O.R.B. OFFICIAL RECORD BOOK
G
O.E. -MAINTENANCE &ROOF OVERHANG EASEMENT -
Q P.B. - PLAT BOOK
P.C.P. - PERMANENT CONTROL POINT
� s
PGS. PAGES
o s ! P.O.B. - POINT OF BEGINNING
P.O.C. -POINT OF COMMENCEMENT
l� p o°. OJ�
.�P.S.L.U.E. PORT ST. UTILITY EASEMENT
NT
��� p'P.S.M. - PROFESSIONAL SURVEYOR AND MAPPE
RUNPLATTED Q -RADIusRSECTION 19 O & vp J R/W - RIGHT-OF-WAY
s O �' UNPLATTED _
O.. �, �= ti` / S.F. SQUARE FEET
TOWNSHIP 37 SOUTH v z � �s, � O
`�'� G SECTION 19 S.T. - SURVEY TIE
�,,,, Q chi ,
RANGE 39 EAST r� ,9 3� U.E. - UTILITY EASEMENT
s � F TOWNSHIP 37 SOUTH,
�� 6' \ d� L. S RAD RADIAL LINE
Q s ss Q' / /
S? S u' - ON. RANGE 39 EAST U.E.-R.A. -UTILITY EASEMENT -RESTRICTED AREA
�'° ` : "� 9 P.C. - POINT OF CURVATURE
o � o
S �`� �= Q P.T. - POINT OF TANGENCY
lS,, ss P.R.C. - POINT OF REVERSE CURVATURE
P.N.R.I. - POINT OF NON -RADIAL INTERSECTION
Sj \ P.R.I. - POINT OF RADIAL INTERSECTION
i' P.C.C. - POINT OF COMPOUND CURVATURE
�Fs
0
is c�
S. so o,�
c, 2
-cam
'Q9
�y DISCOVERY WAY
SHEET 2
LIMITS
OF PLAT
\ SHEET 3
d
SHEET 4
SHEET 5
UNPLATTED ��
s
vq SECTION 19, �, ti
� SHEET 6
TOWNSHIP 37 SOUTH, .00
� rs
RANGE 39 EAST
is
FSFEET T
�o
SHEETS
THIS INSTRUMENT WAS PREPARED BY
PERRY C. WHITE P.S.M. 4213 STATE OF FLORIDA
� � � / -,-, .SHEET 9
SAND & HILLS SURVEYING INC. KEY MAP
6675 E. CALUMET CIRCLE N.T.S. 10000
LAKE WORTH, FLORIDA 33467
LB-7741 SHEET 10
PSLUSD PROJECT # 5268-2 — F 10
SH0248 P25 036 SHEET 7 0
PLAT BK 136 PG 35
ElJ771 ,016 mrl=l___= 071
A PARCEL OF LAND LYING IN SECTIONS 18 AND 19, TOWNSHIP 37 SOUTH,
RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA
SHEET 8 OF 10
0 8 20 40 80 120
SCALE: 1" = 40'
200 FPL EASEMENT
G� ��c
A0V
, UNPLATTED (O.R.B. 746, PG. 484) SECTION 19,
TOWNSHIP 37 SOUTH,
LEGEND:
o0
\ 5.
RANGE 39 EAST _
i ® SET PERMANENT REFERENCE MONUMENT
0
5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP
a STAMPED PRM L.B. #7741
N
e -❑ FOUND PERMANENT REFERENCE MONUMENT
0 sa
50 5/8 IRON ROD 18 IN LENGTH WITH 1.5 CAP
Q' STAMPED PRM L.B. #7741
\ NY
- O SET PERMANENT CONTROL POINT
NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
a �
N O - FOUND PERMANENT CONTROL POINT
e LIMITS
NI NAIL WITH 1.25" DISK STAMPED PCP L.B. O#7741
F PLAT
V Q � � -
DELTA ANGLE
AC. -ACRES
� < B.E. -BUFFER EASEMENT
� CB -CHORD BEARING
CH - CHORD DISTANCE
N= cA
- CENTERLINE
D.B. DEED BOOK
D E - DRAINAGE NAG RA EASEMENT
E
N .1058952.030
D.S.E. DRAINAGE SWALE EASEMENT
E 829589.984 L - ARC LENGTH
� p L.A.E. -LIMITED ACCESS EASEMENT
O -c�
�, L.E. -LANDSCAPE EASEMENT
UNPLATTED - ti�0 _
-° T ___-- ____ L.M.A.E. LAKE MAINTENANCE ACCESS EASEMENT.
SECTION 19 � `f' „_- — L.M.E. LAKE MAINTENANCE EASEMENT
�' 25 PUBLIC___7 N.R. - NOT RADIAL
TOWNSHIP 37 SOUTH, Q _� ENT
I -MODAL EASEMENT N.R.T.R. -NOT RADIAL TO REAR
RANGE 39 EAST
MOLT • 524) _ N.T.S. - NOT TO SCALE
f O.R.B. OFFICIAL RECORD BOOK
N 1058896.375
O.E. -MAINTENANCE &ROOF. OVERHANG EASEMENT
E 829450.695 .A G i P.B. - PLAT BOOK
P.C.P. PERMANENT CONTROL POINT
PGS. PAGES
P.O.B. POINT OF BEGINNING
P.O.C. - POINT OF COMMENCEMENT
o N �, _ P.S..U.E. - PORT ST. LUCIE UTILITY EASEMENT
'40 �c3+� N _ L -
° o 0 P.S.M. PROFESSIONAL SURVEYOR AND MAPPER
a op 0 ,� R - RADIUS
r�P .a R/W - RIGHT-OF-WAY
ZoLn S.F. -SQUARE FEET
s ` V
< � , � 'W
t� - S.T. -SURVEY TIE
-�
kr r, O n „ U.E. - UTILITY EASEMENT
y N TRACT OS5
Q p p < N �� ?� RAD RADIAL LINE
o -n �� Q �'0 - - —
z r O \ U.E. R.A. UTILITY EASEMENT RESTRICTED AREA
W N �, O
r-o� 6' G P.C. -POINT OF CURVATURE
Cr o
cn
cr (Q P.T. - POINT OF TANGENCY
(S Q N is 6'
• cp � cc� �_ ✓ G R_ 00f . 2080� P.R.C. -POINT OF REVERSE CURVATURE
ra � :-+ P.N.R.I. POINT OF NON RADIAL INTERSECTION
lelt O = 43 55 24 P.R.I. - POINT OF RADIAL INTERSECTION
'A
Q
L-1594.55 P.C.C. - POINT OF COMPOUND CURVATURE
r
RIVERLAND PARCEL D
Tel �PL,/Al EI GHT
� N
Ao �3A, (P.B. 131, PG. 13)
CSC � lP 8.
131
Cr N=
U
try
1
DISCOVERY WAY
c? 200' FPL EASEMENT
SHEET 2
LIMITS
75.00 1 (O.R.B. 746, PG. 484)
OF PLAT 00' \ SHEET 3
'f 5
UNPLATTED TRACT "OS5„
SECTION 19, SHEET 4
TOWNSHIP 37 SOUTH,
RANGE 39 EAST SHEET 5
c SHEET 6
F`
rs
' B
E CAI
• IN `� SHEET 7
TG �
A T 9
M
SEES ;
t
SHEET e
:
THIS INSTRUMENT WAS PREPARED BY
SHEET 9
PERRY C. WHITE P.S.M. 4213 FLORIDA PE � STATE OF � K.EY�dA.P
SAND & HILLS SURVEYING, INC� N.T.S:
6675 E. CALUMET CIRCLE
LAKE WORTH, FLORIDA 33467
SHEET 10
LB-7741
PSLUSD PROJECT # 5268-2 SH0248 P25-036 SHEET 8 OF 10
PLAT BK 136 PG 36
sa D
VA FJ
<
I.", P�
_ s
s
N-
,
a
-
A PARCEL OF LAND LYING IN SECTIONS 18 AND 19 TOWNSHIP. 37 SOUTH
RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA
a SHEET 9 OF
10
E
GH LIN
MAT SLE-r 8�
1
PG• 13
0 8 20 40 80 120
TRACT "OS5"
a�
75.00
SCALE: 1 = 40'
75.00
_ RIVERLAND PARCEL D
—
u
II ^,
N o PLAT .EIGHT
r LEGEND:
co •
t0
(P.B. 131 PG. 13)
-� PERMANENT
_ Q ® - SET REFERENCE MONUMENT
� 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP
O ro
O STAMPED PRM L.B. #7741
O
u .. ❑ -FOUND PERMANENT REFERENCE MONUMENT
5/8 IRON ROD 18 IN LENGTH WITH 1.5 CAP
o
c-) u i STAMPED PRM L.B. #7741
D
it O N �
D
Iv Ncn SET PERMANENT
NENT CONTR
OL POINT
D o NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
UNPLATTED /w O N \/\-� Ay
- �� \ T
It � • .p / O -FOUND PERMANENT CONTROL POINT
SECTION 19 / .� �.� N� W "
� � q �, a o NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
W N in - -
TOWNSHIP 37 SOUTH, o DELTA ANGLE
� I tT�
p
r w I
AC. -ACRES
/� � ul RANGE 39 EAST .& BE -
BUFFER EASEMENT
..� co tv _ i', CB - CHORD BEARING
rO -4 I ^ CH p n -p CHORD 00 C 0 D DISTANCE
CENTERLINE
n9-0
(D D.B. - DEED BOOK
r
v' rn D.E. DRAINAGE EASEMENT
r I wico II -4 - D.S.E. _ DRAINAGE SWALE EASEMENT
II ,o L - ARC LENGTH
c, �' \
- � L.A.E. -LIMITED ACCESS EASEMENT
Q \ 200' FPL EASEMENT L.E. - LANDSCAPE EASEMENT
-is
(O:R.B. 746, PG. 484) L.M.A.E. -LAKE MAINTENANCE ACCESS EASEMENT
(D w U1 L.M.E. - LAKE MAINTENANCE EASEMENT
J �� 3
(jI d- V1 N.R. NOT RADIAL
3 .✓ N.R.T.R. - NOT RADIAL TO REAR
0 �0- a N.T.S. NOT TO SCALE
m - N o I O.R.B. OFFICIAL RECORD BOOK
VN Z�
Q "o Lt- N O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT
. m P.B. PLAT BOOK
co (n z rn P.C.P. - PERMANENT CONTROL POINT
a a-� m .-' m� PGS. -PAGES
N� > ON I J�
j Z CL OO �,o P.O.B. POINT OF BEGINNING
LIMITS - N O`er a "� — P.O.C. - POINT OF COMMENCEMENT
��
00 w �Q W I LIMITS P.S.L.U.E. -PORT ST. LUCIE UTILITY EASEMENT
OF PLAT W Z
H Z cn OF PLAT P.S.M. -PROFESSIONAL SURVEYOR AND MAPPER
Q Z R - RADIUS
N o TRACT OS5
R/W -RIGHT-OF-WAY
W " Z I S.F. SQUARE FEET
3 I S.T. - SURVEY TIE
I
N 1058174.154
U.E. - UTILITY EASEMENT
I r
N 1058173.678 RAD - RADIAL LINE
E 829588.455 E 82 738.452 U.E.-R.A. UTILITY EASEMENT -RESTRICTED AREA
P.C.
P.T. P.C. - POINT OF CURVATURE
P.T. - POINT OF TANGENCY
P.R.C. - POINT OF REVERSE CURVATURE
P.N.R.I. POINT F NON -RADIAL I 0 NON R DIAL INTERSECTION
P.R.I. POINT OF RADIAL INTERSECTION
P.C.C. POINT OF MP N CO OU D CURVATURE
w (
w
UNPLATTED c\j
N RIVERLAND PARCEL D
SECTION 19, N •
o N PLAT EIGHT.
TOWNSHIP 37 SOUTH, O
M (P.B. 131, PG. 13)
RANGE 39 EAST W DISCOVERY WAY
'^^- �, SHEET 2
�a / N
w _
O M
o m O SHEET 3
O o00
0
O oI O
o O
Z o
Z SHEET 4
I SHEET 5
I 10 I--- U.E.
9 (P.B. 131,
PG. 13) SHEET 6
Lj
S�
'9
B
TRACT "OS5" SHEET 7
75.00 I 75.00' I '
�O
SHEET 8
THIS INSTRUMENT WAS PREPARED BY
C. W PERRY I � R C RITE, P.S.M. 4213, STATE OF FLORIDA sHEEr s
�/ J
SAND & HILLS SURVEYING,SC.KEY MAP
i N.T.S.
6675 E. CALUMET CIRCLE
LAKE WORTH, FLORIDA 33467
SHEET IO
LB-7741
MATC
H LINE
(SEE SHEET 10) -
PSLUSD PROJECT # 526s-2x SH02�48 P25-036 SHEET 9 OF 10
1
PLAT BK 136 PG 37
+
mc
3;
.i
t
4
E
® v
:
^ T
c w
rt
9 � � TOWNSHIP 37 SOUTH
A PARCEL OF LAND LYING IN SECTIONS 18 AND 1
MATCH LINE RANGE 39 EAST, CITY0 F PORT STO LUCIE ST. LUCIE COUNTY FLORIDA
(SEE SHEET 9)
.
• - SHEET 10 OF 10
10' U.E.
(P.B. 131
PG. 13)
I
TRACT"OS5"
80 120
i
. 1 - 40
I
I �
RIVERLAND PARCEL D
o
PLA
T EIGHT
OC (P.B. 131, PG. 13)
w
Q w
- N M
,. �LEGEND:
N
W N,
/'' I N MONUMENT
O 5 � _ ® SET PERMANENT REFERENCE 07 i3 M 0 5/8" IRON ROAD 18 IN LENGTH WITH 1.5" CAP
/ O.wo N 0�
���� - STAMPED PRM L.B. #7741W m co�U(V a FOUND PERMANENT REFERENCE NCE MONUMENT
w cn ` 200' FPL EASEMENT 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
' °' z °'� / (O.R.B. 746 PG. 484) STAMPED PRM L.B. #7741
UNPLATTED Lo/ 3 ^ cn ' o N �d' '
m o 0 o Ln / ` -SET PERMANENT CONTROL POINT
SECTION 19, 0 Qv > o� : I w
o v 00 0 � '`� O NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
TOWNSHIP 37 SOUTH, O � W O" z -� �, o O - FOUND PERMANENT CONTROL POINT
�/ "
z V/� Q - i - NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
RANGE 39 EAST O u- o z �, Q,� o o DELTA ANGLE
Z m � �' AC. ACRES
w
H � Q z (n,
J m Q , B.E. -BUFFER EASEMENT
- CHORD BEARING
o z i L LIMITS CB
.. � / CH _ CHORD DISTANCE
OF PLAT
I CL -CENTERLINE
D.B. DEED BOOK
D.E. - DRAINAGE EASEMENT
D.S.E. - DRAINAGE SWALE EASEMENT
TRACT "OS5" L - ARC LENGTH
L.A.E. - LIMITED ACCESS EASEMENT
I
L.E. _ LANDSCAPE EASEMENT
LIMITS
L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT
L.M.E. - LAKE MAINTENANCE EASEMENT
OF PLAT N.R. NOT RADIAL
• N.R.T.R. NOT RADIAL TO REAR
N.T.S. -NOT TO SCALE
O.R.B. OFFICIAL RECORD BOOK
O.E. MAINTENANCE & ROOF OVERHANG EASEMENT
P.B. PLAT BOOK
P.C.P. PERMANENT CONTROL POINT
RIVERLAND PARE D — PGS. - PAGES
B O P... POINT OF BEGINNING
�10 U.E. PLAT\EIGHT _
_ .. - P.O.C. POINT OF COMMENCEMENT
- PG. 13) ,
(P.B. 131, PG. 13) P.S.L.U.E. _ PORT ST. LUCIE UTILITY EASEMENT
P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
75.00' 75.00 R - RADIUS
R/W - RIGHT-OF-WAY
S.F. - SQUARE FEET
S.T. SURVEY TIE
/ I
U.E. UTILITY EASEMENTI RAD - RADIAL LINE
TRACT "OS7" 10' U.E. U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
(G. P.B.1) 124, P.C. - POINT OF CURVATURE
�
P
i P.T. -POINT OF TANGENCY
— -- / P.R.C. - POINT OF REVERSE CURVATURE
P.N.R.I. - POINT OF NON -RADIAL INTERSECTION
/ P.R.I. - POINT OF RADIAL INTERSECTION
MIDNIGHT STREAM P.C.C.- POINT of COMPOUND ND CURVATURE
l u Mo
BOULEVARD TRACT AM
N 89°56'34" W 1415.63 /
RIVEFLM PARCEL D
PLAT FIVE
(PIL 124, PG. 1)
N
cii — DISCOVERY WAY
UNPLATTED
10, U.E. SHEET 2
„
SECTION 19, I TRACT OS8 (P.B. 124,
TOWNSHIP 37 SOUTH, PG. 1)
39 EAST N 1057271.762
RANGE SHEET 3
E 829585.594 75.00' 75.00'
�10157�271.286
LIMITS
E 829735.591 SHEET 4
OF PLAT N 89 49 06 W
150.00 �
-- TRACT OS8 SHEET 5
s
�c SHEET 6
I F
Lf
0
SHEET 7
cop
N Q
w �; RIVERLAND PARCEL D
(n m N x Z n
3 i LLN PLAT SIX
v Z- M o 0 SHEET 8
o o w,� I (P.B. 126, PG. 1)
<v Om 0 �m
cn Q•c
Z ^O
.. THIS INSTRUMENT WAS PREPARED BY
w W PERRY C. WHITE P.S.M. 4213 STATE OF FLORIDA SHEET 9
z r10
m SAND & HILLS SURVEYING,�INC./ KEY MAP
- I �, N.T.S.
w Ll 0' U.E. TRACT oss 6675 E. CALUMET CIRCLE��
� (P.B. 126,
PG. 1) LAKE WORTH, FLORIDA 33467 sHEer 10
200' FPL EASEMENT
LB-7741
(O.R.B. 746, PG. 484)
75.00' 75.00,
I
PSLUSD PROJECT # 5268-2• —
SH0248 P25 036 SHEET 10 OF 10