HomeMy WebLinkAboutBoundary Survey 9-20-17110'6-ui
BOAT
LIFT
D0�KFITIE
E(0.11.3FE(0.15.7
LLJ
LOT 13
J o
(NO WELL FOUND)
r Q O
FFE=5.26'
o Q O
S EXISTING
I i SEPTIC SYSTEM
PROPOSED
SEPTIC
SYSTEM-
(612
SQ FT)
R/W LINE _
N
W— --E
S
SCALE : 1 "=30'
R = 2880.00' .
A=1 '39'17'�— CORAL COVE WATERWAY
L= 83.18' WOOD
DOCK
d-
N PROPOS
PATIO
COVERED o 24.
PORCH 06
-CONC
SEAWALL
35.3' PROPOSED
RESIDENCE
M
PROPOSED
FFE=5.40
M
COVERED LOT 12 �?
ENTRY BLOCK 5 G
14.6'
35.3' S s.
L
7.0'___
C�
N
N
-01 \
24.0'
o
20.4'
SET IRC 01 11.0'
LB 7056 -\
or R=2770.00
)HU—A=1 *39'17"-
L=80.00'
7.5
0j
-
I
0 o
N D_
CNI
vi
00
O'N
1
0 UI
0
0
0
LOT 11
(NO WELL FOUND)
FFE=5.38' .
IIIII EXISTING
SEPTIC SYSTEM
I 1/(PEROWNER)NING
IIIII
FND ]PC 4875
(SOUTH,0.3'
EAST)
R/W LINE
-OHU -
AI-
FND MD
(NO ID)
VL=1 14 —10--)
PROJECT BENCHMAR
LEGEND
**NOTE** SET NAIL/TIN TAB (No vir}rtlAaltlD R I VE
EL=3.58' (N51%PfifA Approved(W'Cpf/§45uCtlon
A = CENTRAL ANGLE
R CURVE RADIUS '
CITY WATER AVAILABLE
=
Previous Site Plans for
L
= CURVE LENGTH
Supersedes All
(C)
=CALCULATED
CERTIFIED TO: 0STDS #56-s,,1?S 3ro'i & Well #
(P)
FND
= PLAT
=FOUND
RICHARD FRIEDRICH AND NICOLE FRI[MW. 10
IR
- 5/8-IRON ROD
IP
= 1/2" IRON PIPE
FPL
= FLORIDA POWER AND LIGHT
Reviewer.
OHU
OVERHEAD UTILITIES
CM
= CONCRETE MONUMENT
DESCRIPTION
FFE
=FINISH FLOOR ELEVATION
LOT 12, BLOCK 5, CORAL COVE BEACH SECTION 1, ACCORDING TO THE PAT THEREOF,
MD
= MAC NAIL AND DISK
AS RECORDED IN PLAT BOOK 11, PAGE 30, OF THE PUBLIC RECORDS OF
P.L.S.
LB
PROFESSIONAL LAND SURVEYOR
= LICENSED BUSINESS
ST. LUCIE COUNTY, FLORIDA.
P.B.
= PLAT BOOK
R/W
- RIGHT-OF-WAY
SAID LAND CONTAINS 0.21 ACRES, MORE OR LESS.
El
= ELECTRIC SERVICE Box
= PROPOSED WELL
SURVEY NOTES
S
=PROPOSED SEPTIC TANK
1. This survey is not valid without a signature and original embossed seal of a Florida
*
= AT&T PEDESTAL
Professional Land Surveyor.
®
= WATER METER
2. Description provided by client and/or their agent.
q)-,
- WOOD POWER POLE
3. The last date of field work was March 29, 2017.
®
- CABLE TELEVISION BOX
4. Underground improvements and foundations were not located as part of this survey.
5. Bearings shown hereon are based on the East line of Lot 12, bearing N00'28'04"E, per
= GUY ANCHOR
"X-
plat. All bearings are relative thereto.
0
= FOUND CUT (NO ID)
6. All boundary information shown is calculated per plat, unless otherwise shown.
CONIC
= CONCRETE
7. The proposed residence lies in flood zone "X", per map 12111CO181 J, dated 2-16-12.
[PC
IRC
= #4 IRON PIPE & CAP
= #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 party Or parties.
SO FT = SQUARE FEET
9. All elevations shown are based on the North American Vertical Datum of 1988.(NAVD
-x-
= 4' CHAIN LINK FENCE
1988)
-O—
= 6' WOOD FENCE
LANDS SHOWN HEREON 'ACRE NOT ABSTRACTED FOR RIGHT OF 'NAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH _ —� . /f•
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY: D
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RICHARD C. LAVENTUR , ORIDA . . #5209 DATE
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
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
BOUNDARY SURVEY
PREPARED FOR
RICHARD W NICOLE FRIEDRICH
LAVENTURE & ASSOCIATES, INC.
FLO®RIA
PING
FORT PIERCE,982
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX