HomeMy WebLinkAboutBoundary Survey 10-12-17.,� BOAT
ZONE "AE 5 LIFT
.FENCE TIE- '
(0.1' NORTH,
1.3' WEST)
ZONE "X" x
FENCE TIE
(0.9' WEST)
W
LOT 13 -0
(NO
WELL FOUND) Q O
FFE=5.26' o Q O
O
s
EXISTING
li
SEPTIC SYSTEM
IIIII---
L ----
IL-L
-
L_
PROPOSED
-
SEPTIC SYSTEM J
(612 SQ FT)
BOTTOM OF DRAINFIELD
EL= 2.33
SET IRC
LB 7056
=2880.00'
°39'17'�- CORAL COVE WATERWAY
WOOD L= 83.18' WOOD
DOCKJ=R
DOCK -
CONC
N PROPOSEISEAWALL�
PATIO
15 7'
COVERED
o 24.0
PORCH
o0
35.3'
PROPOSED
RESIDENCE
i�
PROPOSED
FFE=5.40
M
COVERED
LOT 12
ENTRY BLOCK 5
14.0
35.3'
SS
L 7.0'___
0
I
�01
N
N
24.0'
/
of
I
I
o w
20 4'
11.0' �11.0'
bi'-
Ui Oo
1 0
a_
7.5
Ln
(V
R/W LINE
2770.00' -
N-�OHU-A=1 °39'17"-oHu o u o
ZONE "AE-5" 352, L=80.00' o
0
W E 6° 20' \.
ASPHALT
i
LOT 11
(NO WELL FOUND)
FFE=5.38'
IIQII EXISTING
SEPTIC SYSTEM
l�(PEROWNE
ADJOINING
IIIII
IIIII
IIIII
FND IPC 4875
-(0.2' SOUTH,
0.3' EAST) R/W LINE
,HUT
FND MD
(NO ID)
L=114.10
SCALE 1 =30
LEGEND
PROJECT BENCHMARK
SET NAIL/TIN TAB (NO ID) MARINA DRIVE
ANGLE
**NOTE** ,
CITY WATER AVAILABLE EL=3.58' (NAND 1988) (60 R/W)
R
L
= CENTRALURVE A
= CURVE LENGTH
(C)
= CALCULATED
CERTIFIED TO:
(P)
= PLAT
FND
='FOUND
RICHARD FRIEDRICH AND NICOLE FRIEDRICH
IR
= 5/8-IRON ROD
IP
= 1/2" IRON PIPE
FPL
= FLORIDA POWER AND LIGHT
CHU
= 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
0
®
= ELECTRIC SERVICE BOX
= PROPOSED WELL
1. This survey is not valid without a signature and original embossed seal of a Florida
(S)
= 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 March 29, 2017.
rQ,
- WOOD POWER POLE
4. Underground improvements and foundations were not located as part of this Survey.
O
= 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
6. All boundary information shown is calculated per plat, unless otherwise shown.
O
= FOUND -X" CUT (NO ID)
7. The proposed residence lies in flood zone "X" and "AE-5", per map 12111CO181 J, dotedCONC
= CONCRETE
2-16-12. Approximate flood zone delineations are shown as interpolated from FEMA maps.
IPC
= #4 IRON PIPE & CAP
8. Additions or deletions to survey maps or reports by other than the signing party or
IRC
D.parties
= #5 IRON ROD & CAP
= DRAINAGE AND UTILITY EASEMEI
is prohibited without written consent of the signing art or parties.
p p 9 9 party P
SO FT = SQUARE FEET
SO F
9. All elevations shown are based on the North American Vertical Datum of 1988 (NAVD
-X-
= 4' CHAIN LINK FENCE
1988)
-0- = 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 [E3
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
REVISION
DESCRIPTION
DATE
1
REVISE PROPOSED RESIDENCE
7/19/17
2
ADD PROPOSED FFE
8/9/17
3
REVISE DRIVEWAY WIDTH TO 20'
9/19/17
4
REVISE PER ST. LUCIE COUNTY COMMENTS
0/12/1
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO,
16.2832
MWH
3/30/17
16.2832
CALCULATED BY
SCALE
SHEET NO.
_F.B.,PG.
GPS/SKETCH
RCL
1 "=30'
I OF 1
LX-t-/ 6 C. LAVENTV E FLORIDA P.L.S. #5209 DATE
BOUNDARY SURVEY
PREPARED FOR
RICHARD & NICOLE FRIEDRICH
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
-E 2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
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