HomeMy WebLinkAboutBoundary Survey- -- POINT OF COMMENCEMENT
LEGAL DESCRIPTION
THE N.E. CORNER OF
STARTING AT THE ICE CORNER OF THE NE QUARTER OF THE NE QUARTER OF THE SW
THE N.E.,QUARTER OF
THE N.E. QUARTER OF i
QUARTER OF SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAT, RUN THENCE SOUTH
THE S.W. QUARTER OF
19 FEET TO. -A. -POINT; THENCE TURN AND RUN WEST 215 FEET TO A POINT; THENCE
SECTION 20,
TURN AND RUN SOUTH 263.15 FEET TO A STAKE FOR THE POINT OF BEGINNING OF
TOWNSHIP 35 SOUTH,
- - _ H -- -
------ - -- RANGE 40--EAST-
T ETRACT HEREII�CCONVEYED, THENCE TURN AND RUN WEST 185FEETTO A STAKE,
THENCE TURN AND RUN SOUTH 78.15 FEET TO A STAKE; THENCE TURN AND RUN
EAST 185 FEET TO A STAKE; THENCE TURN AND RUN NORTH 78.15 FEET TO THE
POINT OF BEGINNING, TOGETHER WITH INGRESS AND EGRESS OF A THIRTY FOOT
STREET, WHICH RUNS ALONG THE EAST LINE OF THE PROPERTY BEING CONVEYED
TO ITS INTERSECTION WITH CORTEZ BOULEVARD, ALL LYING AND BEING IN ST. LUCIE
COUNTY, FLORIDA.
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FOUND 5/8"
IRON ROD
NO I.D.
FOUND 1/2" t— L A' FOUND 5/8"'�
IRON ROD UTILITY POLE. IRON ROD
NO I.D. S89000'00"E 185.00' NO ID,
0.8' & 2.9'N.
METAL 2.7-S. WELL
- "' "' SHED
102.T �t0 -
r 7.6' :, .... ..... .
2a j COVERED :.. ASPHALT DRIVE
BUILDING
# 2707 0
- b �
27.3'
215.00'(D)
00 I
POIN OI
BEGINNING
O
m
IMIN.
FRONT
-
I SIDES-
00
I CNR Sl
IREAR_
ZNG.
TECH.
A/C Lj
1.7' Co
0 1.0'
—X—X—X—X—X—X`X—X—X—X—X—X—X—'X—X—"X—X—'X—X—X
11 �XiX—
FOUND 1/2" S89000'00"E 185.00'
IRON ROD FOUND 15/8
NO I.D. IRON ROD
4.9' WEST 0.6'W. & NO
.1 S.
NOTES:
1. LEGAL DESCRIPTION PROVIDE BY CLIENT
2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE
3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY
4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED
REQ.
NOT TO SCALE
FILE COPY
LEGEND
A/C
AIR CONDITIONER
B.F.P.
BACKFLOW PREVENTER
C.B.S.
CONCRETE BLOCK STRUCTURE
EL.
ELEVATION
F.F.
FINISHED FLOOR
I.D.
IDENTIFICATION
L
LENGTH
L.B.
LICENSED BUSINESS
M
MEASURED
N.T.S.
NOT TO SCALE
N&D
NAIL & DISC
N.A.V.D.NORTH AMERICAN VERTICAL DATUM
N.G.V.D.NATIONAL
GEODETIC VERTICAL DATUM
O.R.B.
OFFICIAL RECORDS BOOK
PROFESSIONAL
PSM
SURVEYOR AND MAPPER
P.R.M.
PERMANENT REFERENCE MONUMENT
PG.
PAGE
P.B.
PLAT BOOK
PK
PARKER KYLON NAIL
R
RADIUS
TAN.
TANGENT
T.B.M.
TEMPORARY BENCH MARK
CENTERLINE
NUMBER
A
DELTA OR CENTRAL ANGLE
17r. •• 7
CONCRETE
SURVEYORS CERTIFICATE:
I HEREBY CERTIFY THAT THIS BOUNDARY
SURVEY IS A TRUE AND CORRECT
REPRESENTATION OF A SURVEY PREPARED
UNDER MY DIRECTION. NOT VALID WITHOUT
A RAISED EMBOSSED S. D SIGNATURE.
(SIGNED)
KENNETH J. OSBORNE
PROFESSIONAL SURVEYOR AND MAPPER #6415
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