HomeMy WebLinkAboutSurveyO9g9 LOT 181 1f
FFET1009-4' �S89`14'54"E FFE=101.55
9 120.00' 9
9
5 gg%
g9 / gg C
FND IRC 6018
(0.1' EAST)
Ln
w
LOT 169
FFE=101.76 O 0
�0
d LO
O
0 w
Z �
0
IN. S
-30.0' 17
gg�
N
10' D.U.E.
� COVERED
�6.9 LANAI T
5.1'
3.5' 13.2'
LOT 168 9
PROPOSED 8>, d
RESIDENCE
PROPOSED o
FFE=101.67 c_i
2.9' 6.5'o i�
11.0' . 3.1 ' `n R
R R SIDEES COVERED, 4 3
Z AR 0 N ENTRY
G, N
T H, 7.5'9�377.5'
. 0' o w
gg 6 in Cn
o Of
R/W LINEo ,000 N 10' D.U.E. [ifcO
FND IR (NO ID) N8914'54"W
(0.1' SOUTH o
\-FND
IRC 6018
-
C �
(0.1'
0.1'
SOUTH,
EAST) N
W E
S
- 30.0'
SCALE : 1 "=30'
O
'
0
LOT 167
FFE=101.23
O 0
00
0
`[:FE9
----30.0'
CE:2o20
oo
Cn
12unty
FND IRC 6018
R/W LINE
0.1' WEST) 0 120.00
(0.1 SOUTH)
2' VALLEY GUTTER
�
(TYPICAL)
CALCULATED
LEGEND
OSITIONED
9
989 P I N E B A R K COURT
5
6
20, gg
A = CENTRAL ANGLE
598.00' �p� ASPHALT �j
(SANDTRAP LAN PER PLAT) $
R = CURVE RADIUS
L = CURVE LENGTH
8
(6 0' R/W
gg'
(C) =CALCULATED
(P) = PLAT
CERTIFIED TO: PROJECT BENCHMARK
FND = FOUND
GHO MEADOWOOD CORPORATION SET NAIL/TIN TAB (NO ID)
IR = s/a" IRON ROD
IP = 1/2" IRON PIPE
EL=100.00 (ASSUMED)
OHU = OVERHEAD UTILITIES
CM = CONCRETE MONUMENT
FFE = FINISH FLOOR ELEVATION
DESCRIPTION
PKD = PK NAIL AND DISK
P.L.S. = PROFESSIONAL LAND SURVEYOR
LOT 168, MONTE CARLO COUNTRY CLUB UNIT 1, ACCORDING TO THE PLAT THEREOF, AS
LB = LICENSED BUSINESS
RECORDED IN PLAT BOOK 23, PAGE 25, OF THE PUBLIC RECORDS OF ST. LUCIE'COUNTY, FLORIDA. P.B. = PLAT BOOK
SAID LAND CONTAINS 0.41 ACRES, MORE OR LESS.
R/W = RIGHT
RIGHT-OF-WAY
® = EXISTING WELL
SURVEY NOTES ,
Q = AT&T PEDESTAL
1. This survey is not valid without a signature and original embossed seal of a Florida
® = WATER METER
Professional Land Surveyor.
cQ, = WOOD POWER POLE
2. Description provided by client and/or their agent.
E7-- = GUY ANCHOR
3. The last date of field work was January 4, 2021.
0 = SET IRC LB 7056
4. Underground improvements and foundations were not located as part of this survey.
CONC = CONCRETE
5. Bearings shown hereon are based on the North R/W line of Pinebark Court, bearing
IRC = $5 IRON ROD & CAP
N89'14'54"W, as monumented. All bearings are relative thereto.
D.U.E. = DRAINAGE AND UTILITY EASEMENT
6. All boundary information shown is calculated per plat, unless otherwise shown.
"X",
x- = 6' VINYL FENCE
=CABLE TELEVISION BOX
7. Property lies in flood zone per map 12111CO160 J, dated 2-16-12.
0 = ELECTRIC SERVICE BOX
8. Additions or deletions to survey maps or reports by other than the signing party or
parties is prohibited without written consent of the signing party or parties.
EXISTING ELEVATION
9. All elevations shown are based on an assumed datum.
199>>
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH
% /!
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY
BY.
! /e
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
RI HA C. LAVENTU ORIDA P.L.S. #5209 , DATE
REVISION I DESCRIPTION I DATE
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO
20.1850-312
MWH
1/11/21
20.1850-312
F.B.,PG.
CALCULATED BY
SCALE
SHEET NO.
GPS
RCL
1 "=30'
1 OF 1
BOUNDARY. SU.R,V,EY
PREPARED FOR
GHO MEADOWOOD GgRPORATION==
LAVENTURE & ASSOCIA-tq, INC.. • \
PROFESSIONAL SURVEYING AND ,WA;AF;F?ING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX