HomeMy WebLinkAboutBOUNDARY SURVEYDESCRIPTION
NOTES
LEGEND
THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4,
LESS THE NORTH
1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA REGISTERED
REF CDR
®
REFERENCE COMM IRON ROD & CAP 2791 SET
4" X 4- CONCRETE MOIIMENT (M.)
800.00 FEET LESS THE WEST 40.00 FEET AND
LESS THE SOUTH
SURVEYOR AND MAPPER.
0
IRON ROD & CAP PSM 2791
SET
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS OF WAY, EASEMENTS
-X-
FENCE
E/P
EDGE OF PAVEMENT
A
DELTA
78.00 FEET THEREOF, PUBLIC RECORDS OF ST.
LUCIE COUNTY,
OF RECORD, OWNERSHIP, ABANDONMENTS, DEED RESTRICTIONS, ZONING SET - BACKS OR MURPHY
(C)
CALCULATED DATA
CO1C
CONCRETE
R
RADIUS
FLORIDA, ALL LYING IN SECTION 33, TOWNSHIP
35 SOUTH, RANGE
ACT DEEDS.
(D)
DEED DATA
CBS
CONC. BLOCK STRUCTURE
L
LENGTH OF AFC
40 EAST.
3. LEGAL DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT AND / OR ITS AGENT UNLESS
(M)
(P)
MEnT DATA
PLAT TL4TA
STY
O.H.
OVESTORT
ovETIu41G
0
®
SWRLIGHT POLE
SANRARY MAN1wLE
50 25 0 50
SUBJECT TO: EASEMENTS & RIGHTS —OF —WAY OF PUBLIC RECORD.
OTHERWISE STATED.
De
DEED BOOK
PRM
PERMANENT REFERENCE MONUMENT ®
WINAM VMHX
4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS MAP WHICH MAY BE
PB
PLAT BOOK
PCP
PERMANENT CONTROL PINT
f'
apam ITEM POLE
GRAPHIC SCALE 1"=50'
CONTAINS 12.71 ACRES, MORE OR LESS.
FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
O.R.B.
OFFICIAL RECORD BOOK
BOOK
IRC
RON ROD & GP (FD)0
POIN & CAP (FD)0
, �
WOOD UTILITY POE
5. UNDERGROUND FOUNDATIONS AND/OR IMPROVEMENTS WERE NOT LOCATED.
p
0
MRAM No
6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST R/W LINE OF 25TH STREET , WHICH IS
Pic.
T.
Pt�
TOWNSHP
III
RF
IM PIPE
❑
ELECTRIC METER
ASSUMED TO BEAR NGO'46'58"E.
It
RANGE
(U)
UNNUMBERED POINT
0
TELEPHONE BOX
7,THE RELATIVE DISTANCE ACCURACY FOR THIS SURVEY EXCEEDS THAT REQUIRED FOR A
S.
SECTION
0)
tumf
-0
GUY POLE
SUBURBAN/LINEAR: 1FOOT IN 7,500 FEET.
S.R.
STATE ROAD
(D)
DISTURBED
®
CATCH BASIN
& THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS SHOWN UPON THIS GRAPHIC
C.R.
R/W
COUNTY ROAD
RIGHT-OF-WAY
PU&DE
PUBLIC UnUTY &
DRAINAGE EASEMENT
ev
M
CAS VALVE
REPORT (SURVEY) ARE THE FINDINGS OF A FIELD SURVEY, SAID (SURVEY) WAS PREPARED FOR THE
PAL
PROPERTY UNE
U.E.
UTILITY EASEMENT
PARTY(S) SHOWN HEREON. IT IS EXPRESSLY PROHIBITED TO MODIFY OR ASSIGN THIS DOCUMENT
BC
BIALa1C CORNER
FD
FOUND
w
D4
WATER VALVE
WITHOUT THE EXPRESS AUTHORIZATION OF JOHN G. ALBRITTON & ASSOCIATES, INC. USE OF THIS
FC
FENCE CORNER
P.O.C.
POINT OF COMMENCEMENT
®
Wm
DOCUMENT BY ANY PARTY(S) NOT SHOWN HEREON WILL RENDER THIS DOCUMENT VOID. JOHN G.
CUP
CHAIN LINK FENCE
P.O.B.
POINT OF BEGONING
—a—
SIIN POLE
ALBRITTON & ASSOCIATES, INC AND THE SURVEYOR OF RECORD WILL BE HELD HARMLESS FOR ALL
WEIF
WOODWARD FENCE
P.T.
POINT OF TANGENCY
E)
SANRARY SEWER CLEAN -our
MATTERS WHICH MAY ARISE FROM THE UN -AUTHORIZED USED OF THIS DOCUMENT,
Bit
BENCHMARKP.C.POINT
OF CUM
®
WATER NOac-UP
9, NOTICE: THIS SURVEY IS VALID FOR NINETY DAYS FROM THE DATE ISSUED.
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PAC.
Parr a REVERSE cCURVEP.C.C.
w
v
F.F.
FINISH FLOOR
POINT OF COMPOUND CURVE
B
CaE TV BOX
CENTER NIE
C.B.
CHORD BEARING
o M
+
SECTION CORKER
CH
LONG CHORD
ec
1/4 SECTION CORNER
T
TANGENT
589'24'42'E 1338.28'(C)
N&D
NAIL AND DISK
RAIL ROAD SPIKE
-
\
__
—R.R.S.
—
`1/4 - 1/4 SECTION LINE
a
FD 45 IRC
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40' 40.6
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DITCH
800.0'(D)
12-
RETENTION POND I A
PARCEL CONTAINS
12.71 ACRES t
x
xR
NOT INCLUDED
OCCUPIED
FIRST BAPTIST CHURCH
S89'24'42"E 1248.68'(C)
rAIN �FIF1CfrN�t�I,
FRONT
SCDES
C,'N19SIDE.
ZNG. L- -
I TECH.
SOUTH LINE NORTH 800'
"�OF SW 1/4 OF THE SW 1/4
7.0'
w
I
10' ROCK RMD a 10' ROD( R010 I 7W
I �
+-4
I _
40.Doro�.- 4a90
PROPOSED WATER AND SEWER
SERVICE PROVIDED BY FT, PIERCE
UTILITY AUTHORITIES
— — — — — — — — —
FD 44'09U) 1
DD P.i PCB � w
(PSN i2791) sJ
---earo--X
12' ROCK DRIVE / f
—T
I I
110' F.P.&L. EASEMENT I I
O.R. BOOK 96, PG. 65
_. O.H.U. —
I
0_1.U.
\_I PROJECT BENCHMARK
TOP OF BANK w
ELEVATION = 6.51
o v TOP OF BANK
//���������� /�/� FWITH O 2 >� CM
bfY & W& 10it TOP OF DAi9( a o 0.14 N30.88'W(U)
�` I • �Im
N8915'58"W 1322.39'(C) �—— T. 355 .
� — �. ?� N89'IS'58"W 7322.39'(C) -sEcnoNUT. 36S NE — — —
SURVEYOR'S SIGNATURE
rG. Albritton, P.S.M.
State of Florida Certification No. 2791
DATE ISSUED 7-
4-21-05 1 ADD FORD
SURVEYOR'S SEAL I DATE I REVISIONS
PREPARED FOR : JOHN OWENS
SCALE : 1' = 50' FIELD BOOK: 77X
DRAWN BY : R.D. PAGES 49-50
APPROVED BY : JGA JOB NO: 23-1056
DATAFILE NO: 23-1056 DATADISK NO: 176
BOUNDARY SURVEY
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NOT INCLUDED
OCCUPIED
I i
I SCANNED
TBY—
St. Lucie cCt wmv
,
RECEIVED
OCT 032018
191mittAn9 Depmrtme,lt
St. L0e19 C9unAv
DATE : 04-15-03 JOHN G. ALBRITTON & ASSOCIATES, INC.
MEET NO. 1 OF 1 DEVELOPMENT CONSULTANTS o SURVEYORS AND MAPPERS
DRAWING NO: C-461 2011 South 25th Street, Suite 201 0 Fort Pierce, FlorWo 34947
CERTIFICATE OF AUTHORIZATION Na LB 6565
DWG. FILE NO, 23-1056 (772)464-0081 Fox (772)464-1894
JGA I
POP n10,