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95.14'
95.50'
SET 5/8" IRC
(LB8098)
PARCEL 1
5300 STEEL BLVD.
EXISTING COMMERCIAL BUILDINGS B/F/P
x
6' CHAIN FENCE L
0.47' S (TYP.) B7893 ASPHALT
OHW OHW �- OHW
N89@51'51W 610o04'(C) AT ❑
QHW
�' SWAL� -S89'52'43"W % 610.04'(D) � —
cV 'n 6' CHAIN FENCE
PARCEL "Bs'06 8,00s W (TYP.) i
150.01 149.95' xfto
139688' 19.37' 19.34' 75.00' 00
SINGLE STORY iv
Q� p
COMMERCIAL BUILDING o see
rn FFE=21.50' p Ilt
364.94'
N89'51'51 "W
ten. =x
1—�x —x _x x x
6' BARBED WIRE FENCE
6' BARBED WIRE FENCE
1.3' E (TYP.)
N 89'52' 43"E
x=
610.04'(C)
610.04'(D)
—x —x
LEGEND
PB PLAT BOOK (C) CALCULTED
PG PAGE
L.B. LICENSED BUSINESS CD) DEED
IRC 5/8" IRON ROD & CAP AS NOTED F.I.R.C. FOUND 5/8" IRON ROD AND CAP
CM CONCRETE MONUMENT F/H FIRE HYDRANT
IR IRON ROD CL CENTERLINE
EL ELEVATION -OHW- OVERHEAD WIRES
N.A.V.D, NORTH AMERICAN VERTICAL DATUM WV N WATER VALVE
TYP. TYPICAL
CO-) WOOD POWER POLE
O.R.B. OFFICIAL RECORDS BOOK
F.F.E. FINISHED FLOOR ELEVATION ® CATCH BASIN
B/F/P BACK FLOW PREVENTOR
149.59'
N
SET 5/8" IRC
`O (LB8098)
_ _x _x
�x —x
-- x x
SWAI_E
6' CHAIN FENCE CORNER
4.55' E 1.88' S
LEGAL DESCR/PT/ON
PARCEL "B"
COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHWEST
gUAR1ER OF SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40
EAST, RUN SOUTH ALONG THE EAST LINE OF SAID
SOUTHWEST QUARTER, 445,00 FEET; THENCE SOUTH
89'47'08" WEST 1733,52 FEET TO THE POINT OF BEGINNING.
FROM THE POINT OF BEGINNING, RUN SOUTH 89052143" WEST
610.04 FEET; THENCE SOUTH 00*04138" EAST 250.00 FEET;
THENCE NORTH 89'52'43" EAST 610.04 FEET; THENCE NORTH
00'04138" EAST 250,00 FEET TO THE POINT OF BEGINNING,
SITUATE IN ST. LUCIE COUNTY, FLORIDA.
CALCULATED (SEE NOTE #16)
N.E. CORNER OF THE S.W. 1/4 OF
SECTION 30/34S/40E,
T. LUCIE COUNTY, FLORIDA
FND 5/8" IRC
(EDC LB 8098)
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BENCHMARK W1
ST. LUCIE COUNTY, FLORIDA
VICINITY MAP
NO SCALE
FND IRC (LB 7893) GRAPHIC SCALE
EL= 19.52' 80 0 40 80
N89'51'51 "W 1733.52'(C) IN �
S89'47'08"W 1733.52'(D) 1 inch = 80 it.
P.O.B.
BENCHMARK &2
o� FND IRC (NO ID)
EL= 18.78'
op SURVEYORS NOTES AND REPORT:
N 1, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER
w N THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR.
CO W 2, THE LAST DATE OF FIELD WORK WAS 8/16/2021
M d 3. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS.
p LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, >011111
O O RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE
O N OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
z ' 4. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT
LOCATED AS A PART OF THIS SURVEY.
Z 5. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN
EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL
0p IMPROVEMENTS AND/OR LOT LINES, THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF
THE IMPROVEMENTS, OVER THE SCALED POSITIONS,
7 LANDS BEING SURVEYED LIE IN A FLOOD ZONE "X" ACCORDING TO THE FEDERAL EMERGENCY
MANAGEMENT AGENCY FLOOD MAP 12111CO160J, SAINT LUCIE COUNTY, FLORIDA WITH AN
EFFECTIVE DATE OF FEBRUARY 16, 2012.
Be REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE
NOTED.
9. GRID BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SECTION 30,
TOWNSHIP 34 SOUTH, RANGE 40 EAST BEARS S00'18'22"W AND ALL OTHER BEARINGS ARE
RELATIVE THERETO. BEARINGS SHOWN HEREON ARE BASED UPON ST, LUCIE COUNTY SECTION
LINES AND MONUMENTATION, BOTH FOUND AND HISTORICAL, SOME HISTORICAL MONUMENTATION
MAY HAVE BEEN DESTROYED SINCE THE ORIGINAL DELINEATION AND RESOLUTION OF THIS
SECTIONAL SURVEY. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES
STANDARDS AND ARE IN FEET AND DECIMALS THEREOF,
10. THE BOUNDARY CALLS IN THE DESCRIPTIONS FOR PARCEL "B" AND THE PARCEL TO THE NORTH Linemen
CREATE AN OVERLAP. IT IS THIS SURVEYOR'S OPINION THAT THE INTENT WAS FOR THESE
BOUNDARY LINES TO BE CONTIGUOUS,
11, IT IS THE OPINION OF THIS SURVEYOR THAT THERE IS A SCRIVENER'S ERROR IN THE LEGAL
DESCRIPTION AND THE SECOND BEARING FROM THE POINT OF BEGINNING SAID TO BE SOUTHEAST
QUADRANT SHOULD`Q3 \SOUIHHIVEST QUADRANT.
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DRAWN BY: TMO
CHECKED BY: MTO
CREW: S.V.
DATE: 8/17/2021
PROJECT: 19-451
SHEET
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