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454.77'
`30'.INGRESS/EGRESS EASEMENT
SHEET 1 OF 1
7.6'
FD. #4 REBAR
8.1' 8.2' CAP #LB4942 S 890 59' 04" E 9.3-' 9.2'
165.65'
- —FE. #5 R AR
& AP #L 94
LEGAL DESCRIPTION
BENCHMARK=NAIL' IN':
THE EASTERLY 165 FEET OF THE FOLLOWING
1811'OAK. ELEV.'
DESCRIBED LAND, MEASURED AT RIGHT ANGLES
=10.00' ASSUMED_
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TO EASTERLY LINE OF SAID LAND.
.THE SOUTH 1/2 OF LOT 118 AND THE SOUTH
'1/2 OF LOT 119 LYING WEST OF CANAL OF
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SHEEN'S SURVEY OF WHITE CITY, FLORIDA
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AS PER PLAT THEREOF, RECORDED IN PLAT
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BOOK 1, PAGE 23, OF THE PUBLIC RECORDS
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OF ST. LUCIE COUNTY,.FLORIDA.
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SOUTH::'
TOGETHER WITH THE NORTH 30 FEET OF THE
A 8.2V
1/2
SOUTH 1/2 OF LOT•118, EXTENDING FROM
LOT119.
THE EAST LINE OF DUNN ROAD TO THE WEST.
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LINE OF THE BELOW DESCRIBED PARCEL OF
LAND: AS RECORDED':,,IM'OR; BOOK; :1122';
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PAGE 2336, ST. LUCIE COUNTY, FLORIDA'
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PROP.. F.F.= t4l D
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L0 8 ./SETBACK REa. G'? I < PROPOSED ' 3 :: ' '.: m-
BEDROOM
�h RESIDENCE -
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SIDES
CNR SIDES
REAR so s • 1,. A
ZNG• -jai" REBAR
FD . • REBAR �' CO4�, & ' CAP # .
TECH• #LB4942 - LB4602
OFFSET..30' 'OFFSET
11.3'A 11.4 _. 30�.'`
8 2' •B.2'
483.74'
65.65'
N- 890 59' 0,4" W -
CITY SEWER & WATER
S TBACKS; LOCA I,O S: &CITY SEWER &WATER AVAILABILITIES BE VERIFIED BY. CONTRACTOR
PLOT PLAN & TORO SURVEY— BOUNDARY SURVEY ❑ = FORM BOARD SURVEY ❑ = AS -BUILT SURVEY = ELEV. ARE ASSUMED ❑ = ELEV. ARE N.G.V.D;, 1929_ DATA
LEGEND: D = DEED C =CALCULATED • ,X =EXISTING GRADE PRO. =PRORATION DISTANCE Mt= EASURED DISTANCE P =PLAT DISTANCE
P.C.P. = PERMANENT CONTROL POINT P.R.M. = PERMANENT REFERENCE MONUMENT ELEV. = ELEVATIONS •CONC. = CONCRETE
MON. = MONUMENT C/L"=_CENTERb0E` FD. = FOUND N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM = F.F. = FINISHED,FLOOR
RAV = RIGHT OF WAY '' P.C: ='POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE . P.T. = POINT OF TANGENT C.M; P. = CORRUGATED METAL PIPE
C = CHORD- CB _jCH0_RD BEARING
BEARINGS HEREON -ARE REFERRED TO AN ASSUMED VALUE OF-
• S 899 59' 04" W FOR THE ' SOUTH' PROPERTY
Xxm LINE OF S 112 I_QT 118 R 119 SAID BEARING' IS IDENTICAL WITH THE PLAT OF RECORD.
NOTES: -LANDS SHOWN HEREON'WERE "NOT ABSTRACTED'FOR•. EASEMENTS AND/OR RIGHT-OF-WAY OF RECORD.`"
NO SEARCH OF THE PUBLIC RECORDS"HAS BEEN MADE. BY THIS OFFICE FOR ACCURACY OR OMISSIONS.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. A D IONS
OR DELETIONS TO SURVEY MAPS OR.REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT RI EN
CONSENT OF THE SIGNING PARTY OR PARTIES.
THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER MATTERS OF
RECORD AS RECORDED, WHETHER SHOWN ON 'SURVEY OR NOT.
THIS SURVEY NOT TO BE USED FOR FENCE INSTALLATION, GEORGE M. AYLOR, JR. .
SPRINKLER SYSTEMS, SHRUBS OR ANY OTHER UTILITIES WITHOUT REGISTERED LAND SURVEYOR. FLORIDA CERTIFICATE #4015
REVERIFICATION OF PROPERTY CORNERS. - SIGNATURE DATE: 9-30-97
SCALE 1 - GMA
Ai LO INC.
j - CHECKED BY
JOB N0. 9752-97,� �
LAND SURVEYING DRAWN BY cGM
FIELD BK. NO. REFERENCES
9 15-97 4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 - -MAILING ADDRESS
FIELDWORK DATE - 336E S.E. TRESSLER DRIVE, STUART, FLORIDA 34994 - - OFFICE FLOOD ZONE
DDqqT�E9-30-97 TELEPHONE (561) 287-0664
REVISED=2= !?�>�20 -EASEMENT-TO 30' EASEMENT -- _