HomeMy WebLinkAboutBoundary Survey 10-16-17FIE
ZONE "AE-5
„-)
R=2880.00"
LIFTT A=1 *39'� 7'�- CORAL COVE WATERWAY-�
WooD L=83.18' WOOD
DOCK DOCK -
FENCE TIE-/ '
(0.1' NORTH,
1.3' WEST)
ZONE "X" x JAI
FENCE TIE
(0.9' WEST)
W
LOT 13 o
(NO WELL FOUND) T- Q O
FFE=5.26' Q Gj
IY
O
EXISTING
IIQIIIISEPTIC SYSTEM
I III
I I L- - - -
I� PROPOSED
SEPTIC SYSTEM
(612 SID FT)
BOTTOM OF DRAINFIELD
EL=2.33
SET IRC
LB 7056
`-CONC
ROPOSE SEAWALL
PATIO
15 7- COVERED o 24.(
PORCH co
35.3' PROPOSED
RESIDENCE
PROPOSED
COVERED LOT 12
ENTRY BLOCK 5
35.3'-�
L 7.0'-�
--
-
o
�61
N
24.0'
nLU
1.0' I
I
Ww>
20. 4'
Ln
�11.0
-
00
11.0'
1 o
CIJ
R/W LINE -
�� -= 2770.00'- -
N
ZONE "AE-5" S OHU-A=1 *39'1 7"-OHU
L=80.00
W E �60 20,
ASPHAL
S i
OQ O
O
LOT 11
(NO WELL FOUND)
ro z FFE=5.38'
�I RI I EXISTING
SEPTIC SYSTEM
IIIr(PER ADJOINING
IIIII OWNER)
�� IIIII
IIIII
FND IPC 4875
-(0.2' SOUTH,
0.3' EAST) RAW LINE
CHU
. I �).4'
FIND MD
,, I= (NO ID)
AL=114.10'
�)t**I ** JU PROJE � BENCH (ARK ) M A R I N LEGEND
NOTE SET NAIL TIN TAB NO ID = CENTRAL ANGLE
EL=3.58' (NAND 1988) P "=i t' a.A R = CURVE RADIUS
CITY WATER AVAILABLE (60Ry, `ut...r+ue �k,%;N L = CURVE LENGTH
= CALCULATED
CERTIFIED TO: FRO fz FN == PLAT
FOUND
RICHARD FRIEDRICH AND NICOLE FRIEDRICH SIDES-
R, = /8" IRON ROD
TI IP = 1/2° IRON PIPE
FP = FLORIDA POWER AND LIGHT
�`CNIi SIDES OF = OVERHEAD UTILITIES
DESCRIPTION = CONCRETE MONUMENT
pp pp !Y� El = ELEVATION
LOT 12, BLOCK 5, CORAL COVE BEACH SECTION 1, ACCORDING TO THE P.L F, = FINISH FLOOR ELEVATION
AS RECORDED IN PLAT BOOK 11, PAGE 30, OF THE PUBLIC RECORDS OF ,. M = MAG NAIL AND DISK
ST. LUCIE COUNTY, FLORIDA. P. S. = PROFESSIONAL LAND SURVEYOR
TFCN. BUSINESS
P. _' PLAT BOOK
SAID LAND CONTAINS 0.21 ACRES, MORE OR LESS. = RIGHT-OF-WAY
SURVEY NOTES ® = ELECTRIC SERVICE BOX
= PROPOSED WELL
1. This survey is not valid without a signature and original embossed seal of a Florida (3) = PROPOSED SEPTIC TANK
Professional Land Surveyor. = 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. �Q� = WOOD POWER POLE
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 � = CABLE TELEVISION BOX
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, datedCONC = CONCRETE
2-16-12. Approximate' flood zone delineations are shown as interpolated from FEMA maps. !RC
= #4 IRON PIPE & CAP
B. Additions or deletions to survey maps or reports by other than the signing party or IRC = #5 IRON ROD & CAP
D.parties is prohibited without written consent of the signing party or parties. SO F = DRAINAGE AND UTILITY EASEMEN'
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 WERE NOT ABSTRACTED FOR RIGHT OF WAYS, i _
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH ,ri ^� a _:%t �C �IG /1
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY;
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RICHARD C. LAVENTUR , F ORIDA P.L.S. #5209 DATE
REVISION DESCRIPTION _ DATE BOUNDARY SURVEY
2 ADD PROPOSED FFE 8/9/17
3 REVISE DRIVEWAY WIDTH TO 20' 9/19/17
4 REVISE PER ST. LUCIE COUNTY COMMENTS 10/12/1 PREPARED FOR
5 ADD DRAINAGE FLOW ARROWS 10/16/1 RICHARD & NICOLE FRIEDRICH
REF. JOB NO. DRAWN BY DATE DRAWING NO,+'.
LAVENTURE 86 ASSOCIATES INC.
16.2832 MWH 3/30/17 16,2832 PROFESSIONAL SURVEYING}�� P 'y
F.B.,PG. CALCULATED BY SCALE SHEET NO. 2552 PETERS ROAD°°'�ss D FORT PIERCE, FLORIDA 34945
GFS/SKETCH RCL 1 "=30' 1 CF 1 7056 (772) 398-6430 PHONE (772) 398-6426 FAX