HomeMy WebLinkAboutBoundary Survey 10-30-17� BOAT
ZONE "AE-
5 LIFT
ZONE "X"--�' - x J
LOT 13 W
J O
Q O
s
� O
RECEIVED u'
OCT 3 12017
PERMITTING
St. Lucie County, FL
R=2880.00'
A=1 °39'.17'�- CORAL COVE WATERWAY
WOOD L= 83.18' WOOD
DOCK 7 DOCK
T \-CONC
, SEAWALL
59.4
EXISTING
FORMBOARDS
m TOP OF FORMS
LOT 12
BLOCK 5
10-F_ 71 _
0
7.5
.24�0�,17.5
iri vi
N N
SET IRC V
R/W LINE — LB 7056
277(100'-
N---OHU- 0=1 *39' 17"-OHU
ZONE "AE-5"
L=80.00'
W E
S
?0'
HALT
0
0
0
W
O i C:)
Q O
0006
O
O
z
LOT 11
FND IPC 4875
-(0.2' SOUTH,
0.3' EAST) R/W LINE
-OHU- -
FND MD
(NO ID)
L=114.10'
SCALE : 1 »=30'
LEGEN D
PROJECT BENCHMARK
**NOTE** SET NAIL/TIN TAB (NO ID) MARINA DRIVE
A
= CENTRAL ANGLE
CITY WATER AVAILABLE EL=3.58' (NAVD 1988)
_ (60' R/W)
R
L
= CURVE RADIUS
= CURVE LENGTH
>P_E
(C)
(P)
= CALCULATED
= PLAT
CERTIFIED TO: Uie CO'
RICHARD FRIEDRICH AND NICOLE FRIEDRICH Date init .�
FND
IR
IP
= FOUND
= 5/6" IRON ROD
= 1/2" IRON PIPE
FLORIDA POWER AND LIGHT
App ved
FPL
OHU
=
= OVERHEAD UTILITIES
DESCRIPTION
CM
=CONCRETE MONUMENT
EL
= ELEVATION
LOT 12, BLOCK 5, CORAL COVE BEACH SECTION 1, ACCORDING TO THE PLAT THEREOF,
FFE
= FINISH FLOOR ELEVATION
AS RECORDED IN PLAT BOOK 11, PAGE 30, OF THE PUBLIC RECORDS OF
MD
= MAG NAIL AND DISK
ST. LUCIE COUNTY, FLORIDA.
P.L.S.
LB
= PROFESSIONAL LAND SURVEYOR
= LICENSED BUSINESS
P.B.
= PLAT BOOK
SAID LAND CONTAINS 0.21 ACRES, MORE OR LESS.
R/W
= RIGHT-OF-WAY
SURVEY NOTES
®
= ELECTRIC SERVICE BOX
= PROPOSED WELL
1. This survey Is not Valid Without a signature and original embossed Sea[ of a Florida
Q
= PROPOSED SEPTIC TANK
Professional Land Surveyor.
O
= AT&T PEDESTAL
2. Description provided by client and/or their agent.
®
= WATER METER
3. The last date of field work was October 29, 2017 (F.B. 17-245/58).
rQ,
= WOOD POWER POLE
4. Underground improvements and foundations were not located as part of this Survey.
0
= CABLE TELEVISION BOX
5. Bearings shown hereon are based on the East line of Lot 12, bearing N00'28'04"E, per
plat. All bearings are relative thereto.
,,
= GUY ANCHOR
"X"
6. All boundary information shown is calculated per plat, unless otherwise shown.
0
= FOUND CUT (NO ID)
7. The proposed residence lies in flood zone "X" and "AE-5", per map 12111CO181 J, datedCONC
IPC
= CONCRETE
= #4 IRON PIPE & CAP
2-16-12. Approximate flood zone delineations are shown as interpolated from FEMA maps.
IRC
= #5 IRON ROD &CAP
8. Additions or deletions to survey maps or reports by other than the signing party or
D.U.E.
= DRAINAGE AND UTILITY EASEMENT
parties is prohibited without written consent of the signing art or parties.
p p 9 9 party P
SO FT = SQUARE FEET
9. All elevations shown are based on the North American Vertical Datum of 1988 (NAVD
-X-
= 4' CHAIN LINK FENCE
enoo\
-O-
= 6' WOOD FENCE
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.
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
REVISION
DESCRIPTION
DATE
3
REVISE DRIVEWAY WIDTH TO 20'
9/19/17
4
REVISE PER ST. LUCIE COUNTY COMMENTS
10/12/1
5
ADD DRAINAGE FLOW ARROWS
10/16/1
6
FORMBOARD TIE-IN SURVEY
0/30/17
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO,
16.2832
MWH
3/30/17
16.2832
F.B.,PG.
CALCULATED BY
SCALE.
SHEET NO.
GPS/SKETCH
RCL
1 "=30,
1 OF 1
117
C. LAVENTUR ,FLORIDA P.L.S. #5209 DATE
BOUNDARY SURVEY
PREPARED FOR
RICHARD & NICOLE FRIEDRICH
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