HomeMy WebLinkAboutFormBoard SurveyLEGAL DESCRIPTION:
THE SOUTH 32 FEET OF LOT 30 AND ALL OF LOT 31, BLOCK 2,
INDIAN RIVER ESTATES UNIT ONE, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 43 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA
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ABBREVIATIONS:
A/C = AIR CONDITIONER
(C) = CALCULATED
(C.F.T.) = CALCULATED FROM TRAVERSE
�= CENTERLINE
C.B.S. = CONCRETE BLOCK STRUCTURE
C.L.S. = CONCSTRUCTION LAYOUT SURVEY
E/P = EDGE OF PAVEMENT
E.O.W. = EDGE OF WATER
E.F.B. = ELECTRONIC FIELD BOOK
EL. = ELEVATION
FIRM = FLOOD INSURANCE RATE MAPS
FND. = FOUND
(M) = MEASURED
N.G.V.D. OF 1929 = NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL
DATUM OF 1988.
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SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK ONE
ELEVATION 100.14
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SET MAG NAIL IN DISK
ROLLINS PLS 4945
SITE BENCHMARK TWO
ELEVATION = 100.00
ABBREVIATIONS:
N.T.S. = NOT TO SCALE
O/S = OFFSET
P.C.P. = PERMANENT CONTROL POINT
(P) = PLAT
P.O.B. = POINT OF BEGINNING
P.R.M. = PERMANENT REFERENCE MONUMENT
(R) = RECORD
P.C. = POINT OF CURVATURE
P. 1. = POINT OF INTERSECTION
S/W = SIDEWALK
T.O.S. = TOE OF SLOPE
T.O.B. = TOP OF BANK
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GRAPHIC SCALE
ROLMD E. ROLUNS
e PR01=ES5'IC)IVA►N Lm,#M SURVEYOR
r P 3221 SW CRUMPACKER STREET
e PORT ST. LUCIE, FLORIDA 34953
772-873-4700
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BENCHMARK REFERENCE:
SET MAG NAIL DISK IN DISK ROLLINS PLS 4945 NEAR THE WEST
EDGE OF PAVEMENT OF PINETREE DRIVE 9.1 FEET NORTH AND
23.3 FEET EAST OF THE SOUTHEAST CORNER OF LOT 31, BLOCK
2, OF INDIAN RIVER ESTATES UNIT ONE. ASSUMED AN ELEVATION
OF 100.00 ON TOP OF THIS NAIL. (SITE BENCHMARK TWO)
ELEVATIONS BASED ON ASSUMED AND SHOWN THUS 1�
/p�
FLOOD ELEVATION INFORMATION
-� h/le-- c MAP NUMBER 12111CO277 J DATE OF FIRM FEBRUARY 16, 2012
COMMUNITY NUMBER 120285 PANEL 0277
FIRM ZONE X SUFFIX J
(IN�)
1 !loch - 80 &
NOTE: THE BEARINGS ARE BASED ON THE WEST
RIGHT—OF—WAY LINE OF PINETREE DRIVE AND THE EAST LINE
OF LOT 31 BLOCK 2 ACCORDING TO THE PLAT OF INDIAN
RIVER ESTATES UNIT ONE (SEE LEGAL DESCRIPTION) WHICH
BEARS SOUTH 00004.41" EAST.
CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
1) CHRISTOPHER AND MELISSA HUTCHINGS
FIELD
ADDENDUM
BOOK
PAGE
DATE
BY
CHECKED
BOUNDARY
SURVEY
E.F.B.
03/24/2017
R.E.R.
R.E.R.
TOPOGRAPHIC
SURVEY
E.F.B.
03/24/2017
R.E.R.
R.E.R.
CONSTRUCTION
IAYOUT SURVEY
03/24/2017
R.E.R.
R.E.R.
LOCATE
WELL PIPES
E.F.B.
08/05/2017
R.E.R.
R.E.R.
FORMBOARD
SURVEY
E.F.B.
03 07 2018
/ /
R.E.R.
R.E.R.
EGEND:
O = SET 5/8e IRON REBAR WITH CAP P.L.S. NUMBER 4945
• = SET MAG NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
OTHERWISE NOTED.
O = MANHOLE (M.H.)
® = CATCH BASIN (C.B.)
;• = FIRE HYDRANT (F.H.)
O = WATER METER (W.M.)
�tI = WOOD POWER POLE (WD. P.P.)
= CONCRETE POWER POLE (CONC. P.P.)
—� = ANCHOR AND GUY WIRE
— — = OVERHEAD WIRES
—I/�- = NOT TO SCALE
— X —= FENCELINE
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.
PLOT DATE AND TIME: 03/08/2018 11:15 AM EST
LOT SQUARE FOOTAGE: 0.674± ACRE
SCALE: 1 " = 20'
DATE OF LAST FIELD WORK: 03/07/2018
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.
Ter ytn l
711-03��
RIG/LAND/E. ROLLINS DATE
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: RR170249FB