HomeMy WebLinkAboutSURVEYP. W° I0M* 0331
LEGAL DESCRIPTION:
ALL OF LOT 329, SHERATON PLAZA UNIT FOUR REPLAT
ACCORDING TO THE ECLAT THEREOF AS RECORDED IN PLAT
BOOK 16, PAGE 18 OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
SCALE1 O
CALCULATED
50' RADIUS
$ 67
9
SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK TWO
100.07
0
0 I
CD
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Lo
-40
SET MAG NAIL IN DISK
ROLLINS PLS 4945 1c
SITE BENCHMARK ONE
ELEVATION = 99.81 1
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NOTE: THE BEARINGS ARE BASED ON THE EAST RIGHT-OF-WAY
LINE OF STERLING COURT AND THE WEST LOT LINE OF LOT 329
(SEE LEGAL DESCRIPTION)
WHICH BEARS NORTH 00'00'20" EAST.
ELEVATIONS BASED ON ASSUMED AND
SHOWN THUS
o0
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO176 J
COMMUNITY NUMBER 120285
FIRM ZONE X
DATE OF FIRM FEBRUARY
PANEL 0176
SUFFIX J
16, 2012
ADDENDUM
FIELD BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY SURVEY
E.F.B.
04/26/2019
R.E.R.
R.E.R.
TOPOGRAPHIC SURVEY
E.F.B.
04/26/2019
R.E.R.
R.E.R.
C.L.S.
04/26/2019
R.E.R.
R.E.R.
FORMBOARD SURVEY
E.F.B.
11/04/2019
R.E.R.
R.E.R.
FINAL SURVEY
E.F.B.
04/21/2020
R.E.R.
R.E.R.
BOUNDARY SURVEY
FINAL SURVEY
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CURVE ONE
CENTRAL ANGLE = 25'07'25"
RADIUS = 50.00'
ARC LENGTH = 21.92'
CHORD LENGTH = 21.75'
CHORD BEARING = N 40'34'26" E
BENCHMARK REFERENCE:
SET MAG NAIL IN DISK ROLLINS PLS 4945 IN
THE CENTERLINE OF STERLING COURT 2.3'
NORTH AND 30.0' WEST OF THE SOUTHWEST
CORNER OF LOT 329 (SEE LEGAL DESCRIPTION)
ASSUMED AN ELEVATION OF 99.81 ON TOP OF
THIS NAIL(SITE BENCHMARK ONE)
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FENCE CORNER POST IS
6' SOUTH AND 5.2' WEST
OF PROPERTY CORNER
4' HIGH CHAIN LINK FENCE
IS 54.0 FEET LONG
FENCE END POST IS
2.9' SOUTHEAST OF PROPERTY LINE
FENCE CORNER POST IS
3.2' SOUTHEAST OF PROPERTY LINE
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LEGEND:
O
= SET 5/8" IRON REBAR WITH
CAP ROLLINS P.L.S. NUMBER 4945
•
= SET MAG NAIL IN DISK ROLLINS
P.L.S. NUMBER 4945
46
= FIRE HYDRANT
0
= WATER METER
0
= CONCRETE POWER POLE
= ANCHOR AND GUY WIRE
— • • —
= OVERHEAD WIRES
1�L
= NOT TO SCALE
— X —
= FENCELINE
0
= ALUMINUM LIGHT POST
ON CONCRETE BASE
in
= TELEPHONE SERVICE
M
= CABLE TELEVISION SERVICE
E
R 4- P
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8
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PRO - ONAL LAND StAWEYCA
3221 SOUTHWEST CRUMPACKER STREET
PORT ST. LUCIE, FLORIDA 34953
772-873-4700
ABBREVIATIONS:
A/C = AIR CONDITIONER
C) = CALCULATED
C.F.T.) = CALCULATED FROM TRAVERSE
= CENTERLINE
C.L.S. = CONSTRUCTION LAYOUT SURVEY
E/P = EDGE OF PAVEMENT
EL. = ELEVATION
FIRM = FLOOD INSURANCE RATE MAPS
(M) = MEASURED
N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
N.G.V.D. OF 1929 = NATIONAL GEODETIC VERTICAL
DATUM OF 1929.
N.T.S. = NOT TO SCALE
O/S = OFFSET
P.C.P. = PERMANENT CONTROL POINT
(P) = PLAT
F
MAY 12020
Permittirig LAe'partment
St. Lucie County, FL
CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY TO:
1) HARVEY L. JONES
NOTES: I HEREBY CERTIFY THAT THE SURVEY
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED SHOWN HEREON COMPLIES WITH STANDARDS
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- OF PRACTICE FOR SURVEYS AS CONTAINED
-OF-WAYS OF RECORD. IN CHAPTER 5J-17, FLORIDA
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS ADMINISTRATIVE CODE, PURSUANT TO
WERE LOCATED EXCEPT AS NOTED. SECTION 472.027, FLORIDA STATUTES.
3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE -
PROPERTY LINE. r���w
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT% Z ?j �CJ�
UNLESS OTHERWISE NOTED.
ROLAND E. OLLINS DATE OF IGN URE
PROFESSIONAL LAND SURVEYOR
DATE OF LAST FIELD WORK: 04/21/2020 FLORIDA REGISTRATION NUMBER 4945
PLOT DATE AND TIME: 04/22/2020 8:00 AM EST NOT VALID WITHOUT THE SIGNATURE AND
LOT SQUARE FOOTAGE: 0.198±ACRE SIMINED THE ORIGINAL RAISED SEAL OF A
By FLORIDA LICENSED SURVEYOR AND MAPPER.
SCALE: 1" = 20' -O� ' UCIe®U %JOB NUMBER: RR190419F