HomeMy WebLinkAboutSurvey180 99.9 LOT 181
FFOET10094 �S89'14'54"E FFE=101.55
gg 6 1 20. 00' '90 . g
9g D g9 10' D.U.E.
FND IRC 6018 - 9-L ")-
(0.1' EAST) C14 N g9
PROPED N °'
DECKOS
3.3' 29.5' 9.3,
30.0'-
-44.8'
W
1 LOT 169
FFE=101.76 O O
Lo O
' O
O O Li
j
R/W LINE_
FND IR (NO ID)
(0.1' SOUTH o
17
40.7'
PROPOSED 7 2' 0 30.0'1
POOL & SPA N
5.3'
8' 8.7' 6.0'
5.030.2' 5.0'
tCOVERED In 16.0'
LANAI' 1.4'
3.5' 13.2'
LOT 168 9 ;.
RESIIDOENCE ��'
PROPOSED b
FFE=101.67 N
2.9' 6.5�0 "�
11.0' 3.1 ' `n R .3'
N COVERED,
N ENTRY
7.5' 7.5'
jw
w�
Ln oft�
L6 D_ n
N- O
1 10' D.U.E.
0a_ -
N89'14'54"W
30.0'
FND IRC 6018
(0.1' SOUTH,
0.1' EAST) N
W E
S
SCALE : 1 "=30'
98) w
0
I� CD O
OO
LO O
a-----30.0' 00
(n
I
- 99 °.
FND IRC 6018
LOT 167
FFE=101.23
R/W LINE
,
0.1' WEST) a 120.00
(0.1 SOUTH)
2' VALLEY GUTTER
(TYPICAL)
CALCULATED
19
LEGEND
9�9 P 1 N E B A R K COURT
6
20' p�aJ
= CENTRAL ANGLE
598.00'
° (SANDTRAP LAN PER PLAT5ASPHALT $5
R = CURVE RADIUS
L = CURVE LENGTH
CQ p�aj •
(60R/W
(C) 1 = CALCULATED
(P) = PLAT
CERTIFIED TO: PROJECT BENCHMARK
FND = FOUND
IR = 6/ IRON ROD
GHO MEADOWOOD CORPORATION SET NAIL/TIN TAB (NO ID)
-
IP = IRON PIPE
EL=100.00 (ASSUMED)
OHU = OVERHEAD
VERHEAD UTILITIES
CM = CONCRETE MONUMENT
DESCRIPTION
FFE = FINISH FLOOR ELEVATION
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-OF-WAY
Y
WELL
® =EXISTING WELL
SURVEY N O TE S=
AT&T PEDESTAL
1. This survey is not valid without a signature and original embossed seal of a Florida
® = WATER METER
Professional Land Surveyor.
CC_) = 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.
O = SET IRC LB 7056
4. Underground improvements and foundations were not located as part of this survey.
CONIC = 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- = 6' VINYL FENCE
El = CABLE TELEVISION BOX
7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12.
El =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.
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
I
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY
BY: ` e,/�/
It
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
RIC. LAVENT E, FLO A P.L.S. #5209, 15ATE
REVISION
DESCRIPTION
DATE
1
ADD PROPOSED POOL AND DECK
1/21/21
2
ADD DECK DIMENSIONS (TRAINING WHEELS)
7/14/21
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 SURVEY
PREPARED FOR
GHO MEADOWOOD CORPORATION
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX