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LEGAL DESCRIPTION:
ALL OF LOT 14, BLOCK 39, INDIAN RIVER ESTATES UNIT i',
ACCORDIISIG TO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK 10, PAGE 75 OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
BOUNDARY AND TOPOGRAPHIC SURVEY
CONSTRUCTION LAYOUT SURVEY
5
FOUND DSK NAIL
L7025LUMINUM
(POINT OF CURVATURE)--
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NOTE: THE DFARINGS ARE BASED ON THE CENTERLINE
rs OF MYRTLE DRIVE ACCORDING
TO THE
PLAT OF INDIAN RIVER ESTATES UNIT 7.
(SEE LEGAL DESCRIPTION)
WHICH BEARS SOUTH 00'DC) DO"
EAST.
ELEVATIONS BASED ON N.G.V,D. OF 1929
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AND SHOWN THUS
FLI: OD ELEVATION INFORMATION
MAP NUMBER 12061CC193 G
DATE OF FIRM MAY 4, 1992
COMMUNITY NUMBER 120285
PANEL 0165
BASE FLOOD ELEVATION 17.0
SUFFIX G
LOWEST FLOOR ELEVATION
FIRM ZONE SAE
HIGHEST ADJACENT GRADE
ADDENDUM.
FIELD BOOK
PAGE
DATE BY
CHECKED
80UNDARY SURVEY
E.F.S.
01 /25/2005 R.E.R.
R.E.R.
TOPOGEi/ 14IC SUR%rY
E.F.B.
01/25/2005 R.E.R.
R.E.R.
;.L.S.
105/09/20051 R.E,Ra.
R.E. R,
RE°PSE C.L.D9/,2/2D06�.
R.E.R.
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BENCHMARK REFERENCE:
FOUND FLORIDA STATE ROAD DEPARTMENT
BRASS DISK IN CONCRETE GUARDRAIL AT THE
SOUTHWEST CORNER OF BRIDGE AT MIDWAY
ROAD OVER THE NORTH FORK OF THE ST.
LUCIE RIVER. ELEVATION = 15.17 N.G,V.D.
OF 19�9
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LEGEND:
(�
= SET 5/8" IRON REBAR WITH
CAP ROLLINS P.LS. NUMBER 4945
O
= SET PK NAIL IN DISK ROLLINS
P.LS. NUMBER 4945
(�
= MANHOLE
= CATCH BASIN
= FIRE HYDRANT
[]
= WATER METER
= WOOD POWER POLE
= CONCRETE POWER POLE
--�
= ANCHOR AND GUY WIRE
�- • —
= OVERHEAD WIRES
—�/�—
= NOT TO SCALE
= FENCELINE
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-SET PK NAIL IN DISK
ROLLINS PLS 4N45
SITE BENCHMARK ON..
ELEVATION = 15.19
ROLMD
E. R0 '.
SURVEYORLAL LAND
3234 SW CRUMPACKER STREET
PORT ST. WCIE, FLORIDA 34953
i 00
SET PK NAIL IN DISK k°
ROLLINS PIS 4945 (p
SITE BENCHMARK TWO
ELEVATION - 18.24
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NOTES:
1) LANDS SHOWN HEREON WERE N(.','F 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 RADIA.- TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED, -�
DATE OF LAST FIELD WORK: 01/04/T006 j
PLOT DATE AND TIME: 09/19/2006 11:30 AM EST
LOT SQUARE FOOTAGE: 0.23# ACR.'' —�
SCALE: 1" = 20' '.
ABBREVIATIONS:
A/C = AIR CONDITIONER
C) = CALCULATED
CALCULATED FROM TRAVERSE
CENTERLINE
C.B.S. = CONCRETE BLOCK STRUCTURE
C.L.S. = CONSTRUCTION LAYOUT SURVEY
E/P = EDGE OF PAVEMENT
F.O.W. = EDGE OF WATER
EL. = ELEVATION
-1RM = FLOOD INSURANCE RATE MAPS
FND. = FOUND
(M) = MEASURED
N.G.V.D. 1929 = NATIONAL GEODETIC VERTICAL
DATUM OF 1929.
N.T.S. = NOT TO SCALE
0/S = OF SET
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
= POINT OF INTERSECTION
S/W = SIDEWALK
T.O.S. = TOE OF SLOPE
7.0.8. = TOP OF BANK
CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT
CERTIFY TO:
') CORAL KEY DESIGN
I HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES Wi TH MINIMUM
TECHNICAL STANDARDS FOR SURVEYS AS
CON- NED IN CHAPTER 611317-6, FLnRIDA
10MINISTRATIVE CODE, PURSUANT TO
SECTION 472.027, FLORIDA STATUTES.
ROLAND E. ROLLiNS DATE OF IG�ATURE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 49.45
NOT VALID WITHOI.T THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: R41103CLS 1°t