HomeMy WebLinkAboutSurvey2' VALLEY GUTTER
(TYPICAL)
D ND
O ID)
335.98'
R/W LINE
LOT 3
FFE=101.38
N
W E
S
SCALE : 1 "=30'
KNOLLW
PROJECT BENCHMARK
SET NAIL/TIN TAB (NO ID)
EL'=100.00 (ASSUMED)
D LANE
(60' TRW)
o1
0
S89'10'32"E
100.00'
10' D.U.E.
Sri
N
20.0'
LLJ
DD O
NO
0-) O
O N Lei
O
z
o A 1D
0
2.7' 2.7'
7.2'0� 07.3
N
N
R/W LINE
Lw
FND IR (NO ID)
o�
0
(0.4' NORTH,
0.3' EAST)
0
i
Ir RECEIVED
COVERED I I FEB 12 2020
rEN TRY
20.0'�] ST. Lucie County, Permitting
IJ.J V'L�CO
r-i 6.5
�"•
�O
LOT 400
w
CO PROPOSED
RESIDENCE
O
PROPOSED
N
FFE=101.67
CO
-O
O
�
1.3' 16.4'
N
O �-
27 O' 17 COVERED r
I
O
LANAI °' 15.7'
1.7' -18.0'
20.0I,
0
10' D.U.E.
O,? N89'10'32"W -
,o MIN.19� ' RE
FRONT Q' 000
SIDES
CNR <rR
REAR_
CERTIFIED TO: ZNG.
TECH.
GHO MEADOWOOD CORPORATION i
DESCRIPTION
LOT 4, MEADOWOOD UNIT 5, ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 32, PAGE 18, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LAND CONTAINS 0.28 ACRES, MORE OR LESS.
SURVEY NOTES
1. This survey is not valid without a signature and original embossed seal of a Florida
Professional Land Surveyor.
2. Description provided by client and/or their agent.
3. The last date of field work was December 31, 2020.
4. Underground improvements and foundations were not located as part of this survey.
5. Bearings shown hereon are based on the South R/W line of Knollwood Lane, bearing
S89'10'32"E, as monumented. All bearings are relative thereto.
6. All boundary information shown is calculated per plat, unless otherwise shown.
7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12.
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.
9. All elevations shown are based on o� assumed datum.
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 gY:
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
REVISIONI
DESCRIPTION
DATE
REF. JOB NO.
DRAWN BY
DATE'
DRAWING NO.
20.1850-308
MWH
1 /4/21
20.1850-308
F.B.,PG.
CALCULATED BY
SCALE
SHEET NO.
GPS
RCL
1"=30'
1 OF 1
LOT 5
FFE=102.04
LEGEND
A
= CENTRAL ANGLE
R
= CURVE RADIUS
L
= CURVE LENGTH
(C)
= CALCULATED
(P)
= PLAT
FND
= FOUND
IR
= 5/8" IRON ROD
IP
= 1/2" IRON PIPE
CHU
= OVERHEAD UTILITIES
CM
= CONCRETE MONUMENT
FFE
= FINISH FLOOR ELEVATION
PKD
= PK NAIL AND DISK
P.L.S.
= PROFESSIONAL LAND SURVEYOR
LB
= LICENSED BUSINESS
P.B.
= PLAT BOOK
R/W
= RIGHT-OF-WAY
®
= EXISTING WELL
Q
= AT&T PEDESTAL
®
= WATER METER
Q�
= WOOD POWER POLE
Q
= FND IRC LB 7056
CONC
= CONCRETE
IRC
= #5 IRON ROD & CAP
D.U.E.
= DRAINAGE AND UTILITY EASEME
X-
= 6' VINYL FENCE
C)
= CABLE TELEVISION BOX
7
= FIRE .HYDRANT
vry
ELEVATIOI,T•",yp/�%=
BOUNDARY S �'' 1 �7�r,, ,,,,,,'��y,''V`,`�;i
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