HomeMy WebLinkAboutForm Board SurveyPROJECT BENCHMARK 2' VALLEY GUTTER
SET NAIL/TIN TAB (NO ID) (TYPICAL)—\
EL -100.00 (ASSUMED)
CONIFE DRIVE 20
(60 R W) ASPHALT
01 0
S89"09, 18 F 6
CALCULATED
POSITION
1414.5 7 y
R/W LINE
ILLEGIBLE)
�ORTHI
VEST)
N
W-- (E
SCALE 1 -30
FND CM 4286 FND IRC 4286
LEGEND
NORTH, (0.1' NORTH,
A
=CENTRAL ANGLE
(0.1' 10 D.U.E. 0. 1' WEST)
R
= CURVE RADIUS
0.1' WEST
L
= CURVE LENGTH
CERTIFIED TO: N89'009 18"W
(C)
=
1 =30'
(P)
= PLATCALCULATED
GHO MEADOWOOD CORPORATION 65-00
FND
= FOUND
IR
= 5/8" IRON ROD
PERMIT 2003-0078
#
IP
= 1/2" IRON PIPE
UNPLATTED ACREAGE
OHU
= OVERHEAD UTILITIES
DESCRIPTION
CM
FFE
= CONCRETE MONUMENT
= FINISH FLOOR ELEVATION
PKD
= PK NAIL AND DISK
LOT 69, FIRST REPLAT IN MEADOWOOD UNIT 3, ACCORDING TO THE PLAT THEREOF, AS RECORDED P.L.S.
= PROFESSIONAL LAND SURVEYOR
IN PLAT BOOK 38, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
LB
= LICENSED BUSINESS
P.B.
= PLAT BOOK
SAID LAND CONTAINS 0.22 ACRES, MORE OR LESS.
R/W
= RIGHT-OF-WAY
SURVEY NOTES
@
= EXISTING WELL
= AT&T PEDESTAL
1. This survey is not valid without a signature and original embossed seal of a Florida
= WATER METER
Professional Land Surveyor.
C-0 3
=WOOD POWER POLE
2. Description provided by client and/or their agent.
0
= SET IRC LB 7056
3. Thd last date of field work was April 22, 2020 (F.B. 19-258/46).
CONC
= CONCRETE
4. Underground improvements and foundations were not located as part of this survey.
IRC
= #5 IRON ROD & CAP
5. Bearings shown hereon are based on the South R/W line of Conifer Drive, bearing
D.U.E.
= DRAINAGE AND UTILITY EASEMENT
S89*09'18"E, as monumented. All bearings are relative thereto.
-X-
= 6' VINYL 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.
�
= FIRE HYDRANT
8. Additions or deletions to survey maps or reports by other than the signing party or
the
= WATER V.QAW1191
parties is prohibited without written consent of signing party or parties.
NSLRWCD
=
9.All elevations shown are based on an assumed datum.
C -1 -
'7
J,
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, '; 0)
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY 0
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. BY:
RICHARD C. LAVENTUg, FLORID_ P.L.S. #52(�)p'�%-
IJA
REVISION DESCRIPTION
DATE
1 FORMBOARD TIE—IN SURVEY
4/22/20
19.1850-244
MWH
1/9/20
19,1850-244
F. B., P G.
CALCULATED BY
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO.
19.1850-244
MWH
1/9/20
19,1850-244
F. B., P G.
CALCULATED BY
SCALE
SHEET NO.
GPS
RCL
1 =30'
1 OF 1
J A
kol
r
OUNDARY SU r\
, I I
PREPARED FOR
GHO MEADOWOOD CORPORATION
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
Ir TL, 7056 (772) 398-6430 PHONE (772) 398-6426 FAX