HomeMy WebLinkAboutboundary surveyRECEIVED
5FP 9A"11
ST. Lucie County, Permitting
LEGAL 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.
SCALE
0
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
SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK TWO
ELEVATION = 7.80
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BY
St Lucie County
SET 5/8" IRON REBAR WITH
CAP ROLLINS PLS 4945
(POINT OF CURVATURE)
NOTE:THE BEARINGS ARE BASED ON THE SOUTH St LUC0 I°'Y"i�_
RIGHT—OF—WAY LINE CHORD OF NARANJA AVENUE AND THE �,, `, ��
CHORD OF THE NORTH LINE OF LOT 13, BLOCK 32, p°t°ved
ACCORDING TO THE PLAT OF RIVER PARK UNIT 4 WHICH '''ter
BEARS NORTH 42.32'56" EAST.
BOUNDARY SURVEY
FINAL SURVEY
ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS �° BENCHMARK REFERENCE:
FLOOD ELEVATION INFORMATION FOUND 2" ALUMINUM DISK STAMPED CITY OF
MAP NUMBER 12111CO280 J DATE OF FIRM FEBRUARY 16, 2012 PSL BM# 512 LOCATED 39 FEET WEST OF
EAST EDGE OF SOUTHBOUND LANE OF
COMMUNITY NUMBER 120287 PANEL 0280 FLORESTA DRIVE AND 62 FEET SOUTH OF
PRIMA VISTA BOULEVARD. ELEVATION =
FIRM ZONE X SUFFIX J 11.359 N.A.V.D. OF 1988
ADDENDUM
FIELD BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY SURVEY
E.F.B.
10/18/2016
R.E.R.
R.E.R.
TOPOGRAPHIC SURVEY
E.F.B.
10/18/2016
R.E.RI
R.E.R.
C.L.S.
03/06/2018
R.E.R.11
R.E.R.
FORMBOARD SURVEY
E.F.B.
04/27/2018
R.E.R
R.E.R.
FINAL SURVEY
E.F.B.
09/18/2018
R.EA.
R.E.R.
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NOTE: ZONE AE LINE
PER FLOOD MAP 12111CO280 J
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
�•
= FIRE HYDRANT
= WATER METER
= 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
PROFESSIONAL LAND SURVEYOR
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 = 4.38'08"
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)
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: 09/18/2018
PLOT DATE AND TIME: 09/21/2018 3:20 PM EST
LOT SQUARE FOOTAGE: 0.381 ± ACRE
SCALE: 1 " = 20'
�111:�5M1111i
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 and Shannon Britton
2) Collin Builders
3) American Financial Resources, Inc.
4) Liberty Title
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.
ROLAND E. R/ OLLMS 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: RR161002F
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