HomeMy WebLinkAboutAS-BUILT SURVEYLEGAL 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, FLORlbk
SANITARY SEWER MANHOLE
IN CONCRETE APRON
NORTH RIM ELEVATION = 7.37
SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK ONE -
ELEVATION = 8.28
SCALE
1"=20'
SET 5/8" IRON REBAR
CAP ROLLINS PLS 41
(POINT OF CURVATUI
CANNED
BY
St Lucie Cbulttty
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 42'32'56" EAST.
ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO280 J DATE OF FIRM FEBRUARY 16, 201
COMMUNITY NUMBER 120287 PANEL 02BO
FIRM ZONE X SUFFIX J
SET MAO NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK TWO
ELEVATION = 7.80
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ADDENDUM
FIELD BOOK
PAGE
I DATE
BY
I CHECKE"
BOUNDARY SURVEY
E.F.B.
10/18/2016
R.E.R.
R.E.R.
TOPOGRAPHIC SURVEY
E.F.B.
10/18/2016
R.E.R.
R.E.R.
C.L.S.
03/06/2018
R.E.R.
R.E.R.
FORMBOARD SURVEY
E.F.B.
04/27/2018
R.E.R.
R.E.R.
40:1
rAl
ASBUILT SURVEY
FORMBOARD SURVEY
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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
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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
= NOT TO SCALE
— x —
= FENCELINE
®
= ALUMINUM LIGHT POST
ON CONCRETE BASE
IM
= TELEPHONE SERVICE
m
= CABLE TELEVISION SERVICE
MAY 0 2 2010 �� E. �NS
Tviiieing. Depat'C
Lu6 a E LAID S�YOR
E
R 4- p 3221 SOUTHWEST CRUMPACKER STREET
e 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
`O CENTRAL ANGLE = 4638'08"
d' RADIUS = 381.55'
°7 ARC LENGTH = 30.87'
P CHORD LENGTH = 30.86' (P) AND (M)
o� CHORD BEARING = N 51'14'58" E (C)
N 51'14'56" E (M)
CURVE TWO
CENTRAL ANGLE - 1745'51"
RADIUS = 351.55'
ARC LENGTH = 78.32'
CHORD LENGTH = 78.16' (C) AND (M)
CHORD BEARING = N 42'32'56" E (C)
N 4732'56" E (M)
CURVE THREE
CENTRAL ANGLE = 12745'51 "
RADIUS = 381.55'
ARC LENGTH = 85.00'
m1001 CHORD LENGTH = 84.82' (P) AND (M)
CHORD BEARING = N 4732'56" E (C)
N 42'32'56" E (M)
(BASIS OF BEARINGS)
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: 04/27/2018
PLOT DATE AND TIME: 04/30/2018 12:15 PM EST
LOT SQUARE FOOTAGE: 0.381± ACRE
SCALE: 1 " = 20'
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 472.027, FLORIDA STATUTES.
R LAND 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: RR161002FB
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