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MAY 2 4 2001
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- - BENCHMARK ASSUMED ELEVATION 37.75 AT
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DESCRIPTION: A
THE SOUTH 1/2 OF LOT 8. WHITE CITY SUBDIVISION. P.B. 1. PG. I
23. ST. LUCIE COUNTY PUBLIC RECORDS, LESS THE EAST 132.00
FEET THEREOF. Z
ALL LYING IN SECTION 3. TOWNSHIP 36 SOUTH, RANGE '40 EAST, I O m
ST. LUCIE COUNTY. FLORIDA.
ADDRESS: 4590 OLEANDER AVENUE I
F.I.R.M. ZONE: 'Xw AS PER MAP 189 F I I
PERMIT NO: 21010464 96.0'
NOTE: I
THIS IS NOT A BOUNDARY SURVEY OF SUBJECT PARCEL. THIS AN
UNDER CONSTRUCTION AS —BUILT LOCATION SURVEY OF I
FORMBOARDS ONLY. BASED UPON SURVEY NO. 3539B BY JAMES A. I
FOWLER, FLORIDA PSM NO. 3435. DATED 07/05/00 I 1
PREPARED FOR THE EXCLUSIVE USE OF:
G.M. WORL.EY INC.
G SCRIPM REIO c DESCRIPTION DATE BY CK
PR0111DFD BY ctm+T OR aNrs R8WWffA7IVE FORMBOARD TiE—IN 05/23/01 JS KAB
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FB/PG: 47/52 SCALE: 1' = 60,
FILE: 15154 JOB. NO: 15147
1 HEREBY CERTIFY, based on my knowledge and information, that the plat hereon represents
an accurate field survey performed under my responsible charge and further certify, that it
was prepared in accordance with minimum technical standards established by the Florida
Board of Surveyors and Mappers (Chapter.61G17-6, F.A.C.) pursuant to Section 472.027.
Florida Statutes. There are no ;apparent encroachments or uses except as shown.
TYPICAL ELEVATION
TOP OF FORMBOARDS
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FORM BOARDS
NORTH 1/2 OF LOT 8
NORTH LINE OF PARCEL AS PER FOWLER SURVEY
496.35' (FOWLER) 496.11' (CALCULATE)
FOUND 3/4'IRON
BOUNDARY LINES SHOWN HEREON ARE
BASED UPON SURVEY DRAWING NO.
3539B, BY JAMES A. FOWLER, FLORIDA
P.S.M. #3435, DATED 07/05/00.
SOUTH 1/2 OF LOT 8
501.20' (FOWLER) 501.37' (CALCULATE)
SOUTH LINE OF PARCEL AS PER FOWLER SURVEY
LOT 9
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STANDARD NOTES:
No search of the public records for _determination of ownership or restrictions affecting the lands shown was performed by the surveyor. The survey
depicted here is prepared exclusively for those parties noted and is not covered by professional liability insurance. No responsibility or liability is
assumed by the surveyor far use by others not specifically named. Not valid without the signature and embossed seal of Florida licensed surveyor
and mapper #4820.
TRADEWINDS PROFESSIONAL SERVICES, INC.
SURVEYORS AND MAPPERS
113 NW 11th Avenue
Okeechobee;, FL 34972
Tel: (863) 763-2887
$enneth A. Breaux, Jr. (PSM 482
Certificate of Authorization No. LB 8719
LEGEND
O—Set Iron Rod and Cap TWPS 5719 o—Foutvd CM
*—Found Iron Rod (and Cap) IS —Found" Pipe (crid Cap)
ABBREVIATIONS
k Baseline; BM=Benchmark; (j= Centerline; C=Calculated; CATV=Cable TV; CM=
Concrete Monument; CONC=Concrete; D=Deed; A=Delta or Central Angle; E=East;
E'LY=Easterly, E/P=Edge of Pavement; ESMT=Easement; F.I.R.M.=Flood Insurance
Rate Map; FND=found; IP=Iron Pipe; IR&(C)=Iron Rod (and ID Cap); L=(Arc) Length;
M=Measured; MH=Manhole; N=North; N'LY=Northerly, NGV(D)=National Geodetic
Vertical (Datum) of 1929; NTS=Not to Scale; OHW=Overhead Wires; R Property
Line; P=Plat; PC --Point of Curvature; PCC=Point of Compound Curvature; PCP=
Permanent Control Point; POB=Paint of Beginning; POC=Point of Commencement;
PRC=Point of Reverse Curvature; PRM=Permanent Reference Monument; PT=Point
of Tangency PU&D=Public UtIIItiy and Drainage; R=Radius; R/W=Right—of—Way,
S=South; S LY=Southerly, T=Tangent; TEL=Telephone Splice or Switch Box; W=West;
W'LY=Westerly; UTIL=Utllity(ies); .S$�"=Spot Elevation based on indicated Datum.