HomeMy WebLinkAboutBOUNDARY & TOPOGRAPHICLEGAL DESCRIPTION:
ALL OF LOT 13, BLOCK 32, RIVER PARK UNIT 4, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 9 OF
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SANITARY SEWER MANHOLE
IN CONCRETE APRON
NORTH RIM ELEVATION = 7.:
SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK ONE
ELEVATION = 8.28
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SCALE 1 t0
NOTE: THE BEARINGS ARE BASED ON THE SOUTH
RIGHT-OF-WAY LINE CHORD OF NARANJA AVENUE AND THE
CHORD OF THE NORTH LINE OF LOT 13, BLOCK 32,
ACCORDING TO THE PLAT OF RIVER PARK UNIT 4 WHICH
BEARS NORTH 42032'56" EAST.
ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS �a
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO280 J DATE OF FIRM FEBRUARY 16, 2012
COMMUNITY NUMBER 120287 PANEL 0280
FIRM ZONE X SUFFIX J
ADDENDUM
I FIELD BOOK
I PAGE
I DATE
I BY
I CHECKED
BOUNDARY SURVEY
E.F.B.
10/18/2016
R.E.R.
R.E.R.
TOPOGRAPHIC SURVEY
I E.F.B.
1
110/18/20161R.E.R.
I R.E.R.
BOUNDARY AND TOPOGRAPHIC SURVEY
SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK TWO
ELEVATION = 7.80
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BENCHMARK REFERENCE:
FOUND 2" ALUMINUM DISK STAMPED CITY OF
PSL BM# 512 LOCATED 39 FEET WEST OF
EAST EDGE OF SOUTHBOUND LANE OF
FLORESTA DRIVE AND 62 FEET SOUTH OF
PRIMA VISTA BOULEVARD. ELEVATION =
11.359 N.A.V.D. OF 1988
LEGEND:
= 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
= PRE HYDRANT
= WATER METER
0
= CONCRETE POWER POLE
= ANCHOR AND GUY WIRE
— • • —
= OVERHEAD WIRES
—�—
= NOT TO SCALE
— X —
= FENCELINE
0
= ALUMINUM LIGHT POST
ON CONCRETE BASE
p
= TELEPHONE SERVICE
m
= CABLE TELEVISION SERVICE
roe o�`
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PFi-_90 nf4& LAND SUMU09
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.T.S. = NOT TO SCALE
O/S = OFFSET
P.C.P. = PERMANENT CONTROL POINT
(P) = PLAT
CURVE ONE
CENTRAL ANGLE = 4038'08"
RADIUS = 381.55'
ARC LENGTH = 30.87'
CHORD LENGTH = 30.86' (P) AND (M)
CHORD BEARING = N 51'14'56" E (C)
N 51'14'56" E (M)
CURVE TWO
CENTRAL ANGLE = 12'45'51"
RADIUS = 351.55'
ARC LENGTH = 78.32'
CHORD LENGTH = 78.16' (C) AND (M)
CHORD BEARING = N 42'32'56" E (C)
N 42'32'56" E (M)
CURVE THREE
CENTRAL ANGLE = 12'45'51"
RADIUS = 381.55'
ARC LENGTH = 85.00'
CHORD LENGTH = 84.82' (P) AND (M)
CHORD BEARING = N 42'32'56" E (C)
N 42'32'56" E (M)
(BASIS OF BEARINGS)
CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY TO:
1) SCOTT BRITTON
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
5)
PROPERTY LINE.
ALL EASEMENTS SHOWN ARE PER RECORD PLAT
/ U /2 c�C ZOl(p
UNLESS OTHERWISE NOTED.
- -
k"OLANO E. ROLLINS DATE OF SIGNATURE
PROFESSIONAL LAND SURVEYOR
FLORIDA_REGISTRATION NUMBER 4945
DATE OF LAST FIELD WORK: 10/18/2016
PLOT DATE AND TIME: 10/24/2016 8:00 AM EST
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
LOT
SQUARE FOOTAGE: 0.381 ± ACRE
SURVEYOR AND MAPPER.
SCALE: 1" = 20
JOB NUMBER: RR161002