HomeMy WebLinkAboutBOUNDARY SURVEYDESCRIPTION CITES LEGEND
A OF A FLORIDA REGISTERED REF cOR REFERENCE CORNER WON ROD & CAP 2791 SET
THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4, LESS THE NORTH 1 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL ® a" 4 CONCRETE MONIUMENT ( )
800.00 FEET LESS THE WEST 40,00 FEET AND LESS THE SOUTH 2 F
RVEYOR AND MAPPER, o AN ROD GP PSAI 2791 SET
LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS OF WAY, EASEMENTS -K- FENCE E/P EDGE OF PAVEMENT o DEuA
78.00 FEET THEREOF, PUBLIC RECORDS OF ST. LUCIE COUNTY, RECORD, OWNERSHIP, ABANDONMENTS, DEED RESTRICTIONS, ZONING SET - BACKS OR MURPHY (c) MCUTATED DATA CONC CONCRETE R RADIUS
CT DEEDS. (D) MEASURED
DATA CBS SONG. BLOCK STRUCTURE L LENGTH OF ARC D r SITE
FLORIDA, ALL LYING IN SECTION 33, TOWNSHIP 35 SOUTH, RANGE
40 EAST. LEGAL DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT AND / OR ITS AGENT UNLESS (M) Es°RED STY STORY �X LONr POLE «. II LCUAT]DN
SE STATED DB DEED BOOK PWA PERMANENT REFERENCE MONUMENT ® DRNN9;E Mk4HOUE
-0
50 25 0 50 SUBJECT TO: EASEMENTS do RIGHTS —OF —WAY OF PUBLIC RECORD.
THERWI
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS MAP WHICH MAY BE
PB
PUT BOOK
PCP
PERMANENT CONTROL POW
cANmm nm POE
FOUND
IN THE PUBLIC RECORDS OF THIS COUNTY.
D.R.B.
OFFICIAL RECORD BOO(
IRC
WON ROD & CAP (111)0
,a
WOOD UTILITY POLE
50° CONTAINS 12 71 ACRES MORE OR LESS.
GRAPHIC SCALE 1"--50'IRON
UNDERGROUND FOUNDATIONS AND/OR IMPROVEMENTS WERE NOT LOCATED.
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BEARINGS SHOWN HEREON ARE BASED ON THE EAST R/W LINE OF 25TH STREET , WHICH IS I. Tyr '+SHIP IP IRON PIPE 0 ELECTRIC METER
ITHOUT
SUMED TO BEAR NOO'46'S8"E. R RIINCE (U) IANMJMBERED POINT ® TELEPHONE BOX a
THE RELATIVE DISTANCE ACCURACY FOR THIS SURVEY EXCEEDS THAT REQUIRED FOR A S. SECTION m MOW -0 GUY POLE a °
BURBAN/LINEAR: 1 FOOT IN 7,500 FEET. SA STATE ROM (0) DISTURBED ® CATCH BASIN
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS SHOWN UPON THIS GRAPHIC R/ RIGHT- ROAD PUUOE HRH E EASUFYEMENT
a av p
PORT SURVEY ARE THE FINDINGS OF A FIELD SURVEY, SAID SURVEY WAS PREPARED FOR THE R/W PROPERTY
WAY ORARkOE EEMENT pQ cos VALVE (SURVEY) (SURVEY) PA FaERn LINE I.I.E. Ufq.InP EASEMENT e„
ARTY(S) SHOWN HEREON. IT IS EXPRESSLY PROHIBITED TO MODIFY OR ASSIGN THIS DOCUMENT Rc BUILDING CORNER TO FOUND D4 W°� VAS '
THE EXPRESS AUTHORIZATION OF JOHN G. ALBRITTON & ASSOCIATES, INC. USE OF THIS FC FENCE CORNER P.04. POINT OF COMMENCEMENT ® WELL s1 0
OCUMENT BY ANY PARTY(S) NOT SHOWN HEREON WILL RENDER THIS DOCUMENT VOID, JOHN G. cLF CHUM LINK FENCE P'OJI. POINT OF BEGNM -o- SIM POLE
ALBRITTON & ASSOCIATES, INC AND THE SURVEYOR OF RECORD WILL BE HELD HARMLESS FOR ALL WO WOODBDARD FENCE P.T. POW! OF TANGENCY ® SANITARY SEINER CLEAN -OUT
MATTERS WHICH MAY ARISE FROM THE UN -AUTHORIZED USED OF THIS DOCUMENT. BM BENCHMARK P-C' POW or CURVE
P.R.C. POW OF REVERSE CARVE ® WATER HOOK-UP
9. NOTICE: THIS SURVEY IS VALID FOR NINETY DAYS FROM THE DATE ISSUED. ,A,o ELEVATION
OF D B CABLE TV RoX FINISH F.F. CENTERLINE
FILOCATION MAP N.T.S.
rt C.B. CHORD BEARING
+ SEC" CORER CH LONG CHORD
0-0 1/4 SECTION CORNER T TANGENT
IW NAIL AND DISK R.R.S. RAN. ROAD SPIKE
S8924'42'E 1338.28(C)
�1/4 - 9/4 SECTION LINE
xx
800.0'(D)
NOT INCLUDED .
OCCUPIED
FIRST BAPTIST CHURCH ._
aL �C 1, �8 J
c I I IV/
/51RC RETENTION POND SOUTH LINE NORTH 800'
" 12791) 12" CMP
DITCH f S89'24'42"E 1248.68'(C) OF SW 1/4 Of THE SW 1/4
•- EXISTING
1 STY
CBS BUILDING
PROPOSED WATER AND SEWER
SERVICE PROVIDED BY FT. PIERCE
UTILITY AUTHORITIES.
FD 4'x4'CM(U)
0.12'S.O.O'W
D 15 IRC
(PSM iml)
PARCEL CONTAINS
12.71 ACRES t
- 7
110' F.P.&L. EASEMENT
O.R. BOOK 96, PG. 65
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,0OC( RROAD 7YI
PROJECT BENCHMARK
ELEVATION = 6.51
TOP OF BANK TOp OF RANK FD 2"x2"CM
o g TOP OF RANK WITH 3/8"IR(U)
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N89-15.58"W 1322.39'(C) 35S 1 1,
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SURVEYOR'S SIGNATURE
JooW G. Albritton, P.S.M.
Stote of Florida Certification No. 2791
DATE ISSUED j-;_ / Lz--05
4-21-05 ADD FORlN
SURVEYOR'S SEAL I DATE REVISIONS
PREPARED FOR : JOHN OWENS
SCALE : 1' = 50' FIELD BOOK: 77X
DRAWN BY : R.D. PAGE(S) 49-50
APPROVED BY : JGA JOB NO: 23-1056
DATAFILE NO: 23-1056 DATADISK NO: 176
RECEIVED
OCT 0 3 2019
Permitting Depar rnonr
St. I,UCIe �'aNnkv
S'VJb`AltlrtlEn
BY
BOUNDARY SURVEY
DATE : 04-15-03 JOHN G. ALBRITTON & ASSOCIATES, INC.
SHEET NO. 1 OF 1 DEVELOPMENT CONSULTANTS o SURVEYORS AND MAPPERS
DRAWING NO: C-461 2011 South 25th Street, Suite 201 o Fort Pierce, Ronda 34947
CERTIFICATE OF ATTHORRTATION No. LB 6565
DWG. FILE NO: 23-1056 (772)464-081 Fox (772)464-1894
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