HomeMy WebLinkAboutBOUNDARY & TOPOGRAPHIC SURVEY-CONSTRUCTION LAYOUT SURVEYr
LEGAL DESCRIPTION:
ALL OF LOT 13, BLOCK 32, RIVER PARK UNIT 4, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1;1, PAGE 9 OF
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
00
SCALE
1"=20'
IN CC
NORTH RIM
SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK ONE.
ELEVATION = 8.28
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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 4732'56" EAST.
ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS �p4
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO280 J DATE OF FIRM FEBRUARY 16, 2012
COMMUNITY NUMBER 120287 PANEL 02BO
FIRM ZONE X SUFFIX J
ADDENDUM
FIELD BOOK
PAGE
I DATE I
BY
CHECKED
BOUNDARY SURVEY
E.F.B.
10/18/2016
R.E.R.
R.E.h.
TOPOGRAPHIC SURVEY
E.F.B.
10/18/2016
R.E.R.
R.E.R.
O.L.S.
03/06/2018
R.E.R.
I R.E.Id.
BOUNDARY AND TOPOGRAPHIC SURVEY
CONSTRUCTION LAYOUT SURVEY
SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK TWO
ELEVATION = 7.80
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s PORT ST, LUCIE, FLORIDA 34953
772-873-4700
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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 = 4'38'08"
RADIUS = 381.55'
° ARC LENGTH = 30.87'
P CHORD LENGTH = 30.86' (P) AND (M)
CHORD BEARING = N 51'14'56" E (C)
N 51'14'56" E (M)
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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
Sy g'S
NOTE: ZONE AE LINE
PER FLOOD MAP 12111CO280 J
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
= FIRE HYDRANT
= WATER METER
= CONCRETE POWER POLE
= ANCHOR AND GUY WIRE
= OVERHEAD WIRES
1VOOL
= NOT TO SCALE
X —
= FENCELINE
Q
= ALUMINUM LIGHT POST
ON CONCRETE BASE
IM
= TELEPHONE SERVICE
m
= CABLE TELEVISION SERVICE
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF—WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3 LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4 BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
DATE OF LAST FIELD WORK: 10/18/2016
PLOT DATE AND TIME: 03/07/2018 8:30 AM EST
LOT SQUARE FOOTAGE: 0.381± ACRE
SCALE: 1. = 20'
CURVE TWO
CENTRAL ANGLE = 1745'51"
RADIUS = 351.55'
ARC LENGTH = 78.32'
CHORD LENGTH = 78.16' (C) AND (M)
CHORD BEARING = N 4232'56" 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 4732'56" E (C)
N 42'32'56" E (M)
(BASIS OF BEARINGS)
CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY TO:
1) SCOTT BRITTON
I HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH STANDARDS
OF PRACTICE FOR SURVEYS AS CONTAINED
IN CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO
SECTION 472-.D27, FLORIDA STATUTES.
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OLANq E. ROLLINS DATE OF SIGNATURE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
JOB NUMBER: RR161002CLS
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