HomeMy WebLinkAboutSurveyTRACTS89°10'32"E Td �0 2
100.00' g g�
\99 7' TOB TO
gg p �p8 10D.U.E. FND IR NO ID)
(1.3' SOUTH,
SET IRC LB 7056
(10' OFFSET SOUTH) I I ECEIVED
0
NOV 112020
IST. Lucie County, Permitti
FENCE TIE
f-(0.2' EAST)
18.0'
17.8' o COVERED 16.0' 18.0'
X
�°° 16.9
LANAI _
�,
LOT 50
5.9 1.4'
3.5' 17.2' '- 700
8
N O
FFE=101.45 LJ o I
LOT 49
100.0
� O LOT 48
D0 - 1
0
PROPOSED
w
d O FFE=102.13
N
C 0 I
RESIDENCE
PROPOSED IZ)
o
L0
O r
0
0
N FFE=102,00 b
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OLIO
I
coo 2.8' 8.'� r) 7� Ico
3.1' 5
N
O
-0
13.0' Ntn 18.0'
FENCE TIE
7'
(0.1' EAST )
N COVERED 1•3 d 1.3'
`V ENTRY
N N I
� E
5.8'� 5.8
8.0'
1.3' I
i� 1.3' ow
_ o o C7) >
S
o 0
SCALE
7
R/W LINE
N 0
10' D.U.E.
OOP OO�
R/W LINE
N89°10'32"W
O M h`O
gg•
100.00'
wv
FND IRC 5561
(0.1' WEST)
FND ND
(NO ID) 99.88
LEGEND
g
K N OLLW OD LANE
Egg' 2
= CENTRAL ANGLE
20,
R
835.98'
ASPHALT
L
=CURVE RADIUS
(60' R/W) 10
(C)
= CURVE LENGTH
= CALCULATED
1oQ•
(P)
= PLAT
CERTIFIED TO: PROJECT BENCHMARK
FND
IR
= FOUND
= 5/8-IRON ROD
SET NAIL/TIN TAB (NO ID) 2' VALLEY GUTTER
GHO MEADOWOOD CORPORATION EL=100.00' (ASSUMED) (TYPICAL)
IP
OHU
= 1/2" IRON PIPE
= OVERHEAD UTILITIES
DESCRIPTION
CM
FFE
= CONCRETE MONUMENT
= FINISH FLOOR ELEVATION
LOT 49, MONTE CARLO COUNTRY CLUB UNIT 3, ACCORDING TO THE PLAT THEREOF, AS
TOB
PKD
= TOP OF BANK
= PK NAIL AND DISK
RECORDED IN PLAT BOOK. 23, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
P-LS.
= PROFESSIONAL LAND SURVEYOR
LB
= LICENSED BUSINESS
SAID LAND CONTAINS 0.34 ACRES, MORE OR LESS.
P.B.
= PLAT BOOK
R/W
= RIGHT-OF-WAY
SURVEY NOTES
®
= EXISTING WELL
1. This survey is not valid without a signature and original embossed seal of a Florida
QQ
®
= AT&T PEDESTAL
= WATER METER
Professional Land Surveyor.
2. Description provided by client and/or their agent.
�O�
= WOOD POWER POLE
3. The last date of field work was October 30, 2020.
O
= SET IRC LB 7056
4. Underground improvements and foundations were not located as part of this survey.
cRC
= CONCRETE
5. Bearings shown hereon are based on the North R/W line of Knollwood Lane, bearingRC
I
D.U.E.
= D5 IRON ROD &CAP
N89'10'32"W, as monumented. All bearings are relative thereto.
X-
=DRAINAGE AND UTILITY EASEME<
= 4' ALUMINUM FENCE
6. All boundary information shown is calculated per plat, unless otherwise Shown.
0
= CABLE TELEVISION BOX
7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12.
B. Additions or deletions to survey maps or reports by other than the
-
= FIRE HYDRANT
signing party or
parties is prohibited without written consent of the signing party or parties.
= WATER VALVE
9. All elevations shown are based on an assumed datum.
=,.'C.ATCH .BASIN
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 EY�
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION,
REVISION DESCRIPTION DATE
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO,
20.1850-291
MWH
11/2/20
20.1850-291
F.B.,PG.
CALCULATED BY
SCALE
SHEET N0.
GPS
RCL
1 "=30'
1 OF 1
C. LAVENTAEFLIDA P.L.S. #52CY3. DATE
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
9