HomeMy WebLinkAboutSpecific Purpose SurveyPB HOLDCO, LLC
PARECL ID: 1432-221-0001-000-6
MEASUREMENT BASED ON FOUND CORNER
BEFORE BEING REMOVED FOR THE FORMBOARD
FND 5/8" RIC LB 4241 °D
N
S 0.54' , E 0.51'
FND 4X4 CM NO ID
S 2.88', E 0.29'
5 89°46'59" E
192.22'(M)
FND 5/8" PIC LB 4241
S 1.48', E 0.23'
FND 5/8" RIC LB 3444
N 0.91', W 0.05'
N 0.24', W 0,02'
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ST LUCIE BOULEVARD
COUNTY ROAD 608
SECTION 29-345-40E
SECTION 32-345-40E
S 89049'28" E 1300.67'(M)
BEARING BASIS
FND CM
ST LUCIE COUNTY BM " RICK"
EL= 20.97 NAVD
TP SET 5/8" PIC VELCON
EL= 19.68 NAVD
1104.25'
I/-C>.1 6�
NORTH 1/4 CORNER SECTION 32
FND RAILROAD SPIKE IN CUT-OUT NO ID
--N 00'09'36" E 40.00'(M)
FND 5/8" RIC LB 4286 1
2
W
3
4
S
6
7
6
12
13
14
iL.
to
I►,
18 I
HAWTHORNE ROAD
1
2
3
4
5
8
LEGAL DESCRIPTION:
THE NORTHWEST 1/4 OF SECTION 32, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LESS
THE FOLLOWING PORTIONS THEREOF: THE WEST 1/2 OF THE NORTHWEST 1/4 OF
THE NORTHWEST 1/4; AND LESS THE NORTH 40 FEET OF THE NORTHWEST 1/4; AND
LESS THE SOUTH 125 FEET OF THE NORTHWEST 1/4; AND LESS THE WEST I, 1,174.41
FEET OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4; AND LESS THE WEST 700
FEET OF THE EAST 3/4 OF THE NORTH 1/2 OF THE NORTHWEST 1/4.
ADDRESS: 3891 ST LUCIE BOULEVARD
FORT PIERCE, FLORIDA 34946
NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER
RESTRICTIONS OF RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE.
BEARINGS SHOWN ARE RELATED TO THE NORTHERLY PROPERTY LINE OF PARCEL
HAVING A MEASURED BEARING OF 5 89049'28" E, ALL OTHER BEARINGS ARE
RELATIVE THERETO.
ELEVATIONS ARE IN FEET AND RELATED TO THE PORT ST. LUCIE BENCHMARK "RICK"
HAVING A PUBLISHED ELEVATION= 20.97 NAVD. ALL OTHER ELEVATIONS ARE
RELATIVE THERETO.
PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON MAP NUMBER 12111CO176 K,
DATED 02-19-20. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD
INSURANCE RATE MAPS.
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY
MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT
WRITTEN CONSENT OF THE SIGNING PARTY.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS
SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
THE EXPECTED USE OF THE SURVEY AND MAP IS COMMERCIAL.
ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED
STATES STANDARD USING FEET.
ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES,
MINUTES AND SECONDS.
LEGAL DESCRIPTION FROM SPECIAL WARRANTY DEED RECORDED IN OFFICIAL
RECORD BOOK 4276, PAGE 892, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA.
BOUNDARY SURVEY LINE WORK FROM A SURVEY PREPARED BY CULPEPPER &
TERPENING, JOB #18-188, DATED 12-10-2018.
BOUNDARY SURVEY TIE IN FIELD DATE: 07-31-19.
UPDATE SURVEY FIELD DATE: 01-07-22.
FORMBOARD SURVEY TIE IN FIELD DATE: 04-01-22.
CERTIFIED TO:
TP SET 5/8" RIC VELCON
7
27.94'
EL= 22,72 NAVD
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n
6
ABBREVIATIONS
LEGEND
C-i164.68'
9
75.00'
FORMBOARD
TOP OF FORM
10
A/C
AIR CONDITIONING
ACRE
DC
"D" CURB
INT
INTERSECTION
P/C
PROPERTY CORNER
SHP
SHIP SPIKE OR BOLT
AC
D.E.
DRAINAGE EASEMENT
INV
INVERT
P/L
PROPERTY LINE
SLCR
ST LUCIE COUNTY RECORDS
EL= 23.23 NAVD
AL
ALUMINUM
DI
OROPINLET
IP
IRON PIPE
P
PLAT
SLP
STREET LIGHT SUPPORT POLE
%a
ANC
ANCHOR
DIA
DIAMETER
IP&P
IRON PIPE &PLUG
PAVE
PAVEMENT
S.S.
SANITARY SEWER
ST. LUCIE INDUSTRIAL PARK, LLC
O�
11
AP
ANCHOR POLE
APPROXIMATE
DIP
DUCTILE IRON PIPE
IR
IRON ROD
PB
PLAT BOOK
SPC
STATE PLANE COORDINATES
p g
APRX
DMH
DRAINAGE MANHOLE
IRR
IRRIGATION
PC
POINT OF CURVATURE
ST
SEPTIC TANK
O.R.B. 2394, PAGE 1166
O
°p
ASP
ASPHALT
DUE
DRAINAGE & UTILITY EASEMENT
IV
IRRIGATION VALVE
PCC
POINT OF COMPOUND CURVATURE
STD
STANDARD
12
BE
BUFFER EASEMENT
EC
EDGE OF CONCRETE
ICV
IRRIGATION CONTROL VALVE
PCO
PRESSURE CLEAN OUT (SANITARY)
STU
STORY
PS HOLDCO, LLC
O
BFP
BACK FLOW PREVENTOR
ECP
ELECTRICAL CONTROL PANEL
IW
IRRIGATION WELL
PCP
PERMANENT CONTROL POINT
5V
SANITARY VALVE
Parcel ID: 1432-211-0002-000-2
V)
BLDG
BLK
BUILDING
BLOCK
EL
ELEC
ELEVATION
ELECTRIC
L
LENGTH
PF
PLASTIC FENCE
SWL
SWALE
13
LB
LICENSED BUSINE55
PG
PAGE
TA
TOP OF ASPHALT
UNDER CONSTRUCTION
( )
BM
BENCHMARK
ELEV
ELEVATION
LFST
LIFT STATION
PI
POINT OF INTERSECTION
TM
TAX MAP
BOC
BACK OF CURB
EM
ELECTRIC METER
LME
LAKE MAINTENANCE EASEMENT
PRKG
PARKING
TMH
TELEPHONE MANHOLE
14
BP
BRICK PAVERS
ENC
ENCROACHMENT
LOC
LOCATION
PK&D
PARKER KALON NAIL AND DISK
TOR
TOP OF BANK
BOW
BACK OF WALK
EOW
EDGE OF WATER
LP
LIGHT POLE
PK/TT
PARKER KALON NAIL AND TIN TAB
TOE
TOE OF SLOPE
165.35'
BRG
BEARING
EP
EDGE OF PAVEMENT
LS
LICENSED SURVEYOR
PLS
PROFESSIONAL LAND SURVEYOR
TP
TRAVERSE POINT
15
BW
C&G
BARBED WIRE
CURB AND GUTTER
ESB
E5MT
ELECTRIC SERVICE BOX
EASEMENT
M
MAX
MEASURED
MAXIMUM
POB
POC
POINT OF BEGINNING
POINT OF COMMENCEMENT
TR
TRANS
TELEPHONE RISER
TRANSFORMER
75.004
C&T
CULPEPPER & TERPENING
EX.
EXISTING
MR
MAIL BOX
PP
POWER POLE
TSB
TRAFFIC SIGNAL BOX
g
C/O
CUT OUT
EXT
EXTENDED
MEAS
MEASURED
PRC
POINT OF REVERSE CURVATURE
TT
TIN TAB
i6
C
CALCULATED
FNC
FENCE
MES
MITERED END SECTION
PRO
PRORATED DISTANCE
TWP
TOWNSHIP
CATV
CABLE TELEVISION BOX
PC
"F"CURB
MH
MAN HOLE
PROP
PROPOSED
TYP
TYPICAL
ti
CB
CATCH BASIN
FDC
FIRE DEPARTMENT CONNECTION
MHWL
MEAN HIGH WATERLINE
PRM
PERMANENT REFERENCE MONUMENT
U/C
UNDER CONSTRUCTION
165.68'
75,00'
150.00'
1102,79'
DICKENS
ROAD
CBS
CONCRETE BLOCK STRUCTURE
FECRR
FLORIDA EAST COAST RAILROAD
MIN
MINIMUM
P5M
PROFESSIONAL SURVEYOR & MAPPER
U.E.
UTILITY EASEMENT
CND
CI
CHORD
CURB INLET
FFE
PH
FINISHED FLOOR ELEVATION
FIRE HYDRANT
MN
MN&D
MAGNETIC NAIL
MAGNETIC NAIL& DI5K
PSWL
PT
PLASTIC SWALE
POINT OF TANGENCY
UP
UP.
UTILITY POLE
UTILITY RISER
17
CL
CENTERLINE
FND
FOUND
MIT
MITERED END
P.U.E.
PRIVATE UTILITY EASEMENT
UW
UNDER WATER
CLF
CHAIN LINK FENCE
FOL
FACE OF CURB
MW
MONITORING WELL
PVC
POLYVINYL CHLORIDE
VC
VALLEY CURB
CM
CONCRETE MONUMENT
POW
FACE OF WALK
M&e
METES AND BOUNDS
RIC
ROD AND CAP
VLT
VAULT
...
18
CMP
CORRUGATED METAL PIPE
FPL
FLORIDA POWER & LIGHT
N&D
NAIL AND DISK
R/W
RIGHT-OF-WAY
WD
WOOD
CO
CLEAN OUT
GA
GREEN AREA
N
NAIL
R
RADIUS
WL
WATERLINE
.�i
COR
CORNER
GMH
GAS MANHOLE
NA
NON -APPLICABLE
RCP
REINFORCED CONCRETE PIPE
WM
WATER METER
19
CONC
CONCRETE
GND
GROUND
NAVE)
NORTH AMERICAN VERTICAL DATUM
RFL
ROOF LINE
WP
WELL POINT
g
ui
LONST
CONSTRUCTION
GRD
GRINDER
NGVD
NATIONAL GEODETIC VERTICAL DATUM
RGE
RANGE
WPP
WOOD POWER POLE
N
COY
COVERED
He
HEADERCURB
NO
NUMBER
RLS
REGISTERED LAND SURVEYOR
WS
WATER SERVICE
ti
CE
COVERED ENTRY
HCP
HANDI-CAP
NTS
NOT TO SCALE
RP
RADIUS POINT
WV
WATER VALVE
2U
W
COVP
COVERED PORCH
HDPE
HIGH DENSITY POLYETHYLENE
CIA
OVERALL
RR
RAILROAD
lU
>
CPP
CONCRETE POWER POLE
HGW
HOG WIRE
O/S
OFFSET
RR5
RAILROAD SPIKE
CPPIPE
CORRUGATED PLASTIC PIPE
HW
HEADWALL
OE
OVERHEAD EASEMENT
S/W
SIDEWALK
a
21
Q
C5
CONCRETE SLAB
HYD
HYDRANT
OHE
OVERHEAD ELECTRIC
SMH
SANITARY SEWER MANHOLE
M
A
DELTA ANGLE
ICV
IRRIGATION CONTROL VALVE
CHU
OVERHEAD UTILITY
SOT
SOUTHERN BELL TELEPHONE
b
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D/F
DRAIN FIELD
ID
IDENTIFICATION
OR
OFFICIAL RECORD
SEC
SECTION
22
T
D
DEED INFORMATION
ILL
ILLEGIBLE
ORB
OFFICIAL RECORD BOOK
5F
SQUARE FEET
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BLOCK 15B
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26
BRYANT ROAD
27
N 89059'52" W 1493.59'
FND 5/8" RIC ILLI 28
gN— — — — CANAL NO. 1
FORT PIERCE FARMS WATER CONTROL DISTRICT
— — — — g
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SOUTH LINE OF THE NW 1/4 SECTION 32-345-40E
ROBERT F. KEMERSON
PROFE 'SIONAL SURVEYOR AND MAPPER
STATE OF FLORIDA (P5M)#6285
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DRAWN BY:
G 5ANTOIEMMA
APPROVED BY
R. KEMERSON
SCALE:
1" = 150'
DATE
04-04-22
FIELD BOOK/PAGES
PLANS
JOB NUMBER:
21-2334
SHEET:
1 OF 1