HomeMy WebLinkAboutSURVEYLEGAL- 0E_'5CP/P7_/0N,,
AL OF LOTS 738,9,10,11,23,24,25,26,27,28,29,30,31,
ALL IN BLOCK 3, JAY GARDENS ACCORDING TO
THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF
ST LUCIE COUNTY, FLORIDA.
COMMUNITY NUMBER: 120285
PANEL: 12111CO160
SUFFIX. J
21612012
FLOOD ZONE X
FIELD Or 211812021
ORIGINATION BENCHMARK
ST. LUCIE COUNTY
BENCHMARK "MIKE"
II
N.A.V.D. ELEVATION = 21.32'
Cn
CURVE'rABLE
"Ci
0 00 .1.110
DELTA
11
39.36
25.00
[ 96�12'12"
LINE TABLE
---
BEARING
S89056'39"W
.00
N00008'51 "E
00_
S89056'39"W
N00008'51 "E
32.91
•28.54
a"- Imalm-1611millm
PLAT
Co
LIMITS
"er
1__00
FOUND 5/8"
IRON ROD
"VELCON"
LB #4942
910,011m
FOUND 1"
IRON PIPE
14EAST
04NORTH
A
WEST AVE "Ell
RAIV UNDETERMINED
(IMPROVED)
L7
25'BUILDINGf SETBACK
LOT 23 1 LOT 24
BLOCK 3 BLOCK 3
L5
FOUND 5/8"'
IRON ROD
ILLEGIBLE
6'U.E,
L
6'U.E.
UTILITY
POLE
LOT 25
BLOCK 3
LOT 13
FOUND 5/8"
BLOCK 3
IRON ROD
"VELCON"
LB #4942
@ P.C. OF
LOT 12
LOT 12, BLOCK 3
BLOCK 3
LOT 11
BLOCK 3
C, 0 co
CD
30.70,(P)
30.73'(M)
L,0m
w 4r
30. , 01
L3 3.4'
FOUND 5/8"
IRON ROD
co
"VELCON"
00
LB #4942
04
"t
CD
LOT 26
co
BLOCK 3 rb
UTILITY SHED
POLE
BARN 25.2-
ELETCRIC
SERVICE 24.6'
LOT 27
uj BLOCK 3
=i
LOT 28
BLOCK 3
0
04 SEE
0
W
0 >
4- — —
BUII,DING
<
w
Z
T_
,6,' 6�
ETAIL
z
WELLO
U-) V)
49.8-
C14
0
LOT 10
LOT 29
"o
40.01 BLOCK 3
BLOCK 3
PHONE
RISER
zo
LOT 30
LOT 9
BLOCK 3
BLOCK 3
+ A
W)i
40--9 64.
N,
w
U)
CD
co
TA')
+
00
1 I LOT 31
WATER
LOT 8
BLOCK 3
'LOCK 3 N 01
M
METER
F`
<
+
R—D UTILITY
POLE
(D
mmall
S7189 56'39 w
105.00'
SET 114 :D ui
'
m IRON ROD LOT 7
p
—SET
IRON ROD
C\1
LB #7463 BLOCK 3
00q
I\- 01 r-_
LB #7463
0 j,_
C)
LOT 32
t6
'A . 0 .0'
CD
Cf)
BLOCK 3
S89056'39"W
SET 1/2"
44.31'(P) I I
105.00,
IRON ROD
LB #7463
P.C. LOT 6
P) 0 LOT 33
� �., 1
L=33,ff(M) - FOUND 1/2"
( BLOCK 3 BLOCK 3
L=32.91
IRON Pnn
NOTES: NO I.D.
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 OR BEARINGS AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED
5. SOME FEATURES MAY NOT BE AT SCALE IN ORDER TO SHOW DETAIL.
6. THE BEARINGS SHOWN HEREON ARE BASED ON THE WEST PROPERTY LINE, HAVINGA BEARING OF N00008'51"E
7
40.0'
ej
0
PLAT
LIMITS
SET 112"
IRON ROD
LB #74133
FOUND 1/2"
IRON ROD
LB #7025
40.0'
SET 1/2"
IRON ROD
LB #746:3
Insurance Aut
Ask
Treasure Coast IA,
Baptist Church
ange Ave 68
7
i
VICINITY MAP
N.T.C.
CARPORT
SEPTIC,,,
SCREENED
CONCRETE
BUILDING DETAIL '42.1'
(NOT TO SCALE) j
1 BE. 7'
'F 5
N Ira. 16.7'
20.7' KL61IJENUL
PAVER
#212
DRIVE
K A C'A
F.F. EL.=21.94
70.1'
LEGEND
NC 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.. NT TO SCA
N&TSD NAIL ®SC LE
N.A.V.D.NORTH AMERICAN VERTICAL DATUM
N.G.V.D.NATIONAL GEODETIC VERTICAL DATUM
P.R.B. OLATFFICIAL RECORDS BOOK
P P
PSM PROFESSIONAL SURVEYOR AND MAPPER
4 `2 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
& AND
NUMBER
A DELTA OR CENTRAL ANGLE
CONCRETE
P.C. POINT OF CURVATURE
U.E. UTILITY EASEMENT
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 SEAL AND SIGNATURE.
(SIGNED)
KENNETH J. OSBORNE,
PROFESSIONAL SURVEYOR AND MAPPER #6415
f-,
0
CA
v
0
P-
0
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C)
P-4
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Revision/issue
Droject Sheet
C-464807
ff!
02-23-2021 1 A
7ale
1 "=60'
10