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N BOAT KINGFISHER WATERWAY JUN�31019
LIFT
?�• y6 S87°08'47'E Pe Rt/ngDe
80.00' [uaeco%I t`n6gt
W E Y
FENCE TIE
(0.1' WEST) o CONC u DECK TIE
SEAWALL\o' �(0.3' EAST) '
SCALE : 1"=30' N
(22'
I
WALK
0. 1' V
LOT 10
(NO WELL FOUND)
W
- -
FFE=5.56
**NOTE**
,, o
CITY WATER AVAILABLE
- O
PROPOSED
SEPTIC SYSTEM
CN
(515 SO FT)
O
UNOBSTRUCTED WALK
z
TIE s
AREA AVAILABLE
.(2300+ SQ FT) (0.3' EAST)
FENCE TIE
(0.5'
EAST),
II R/W LINE
FND IRC
(0.2' SC
0.3' EA
COVERED Ic�
LANAI ! o
PROPOSED
RESIDENCE
PROPOSED
FFE=TBD 4
LOT 9 �\
BLOCK 3
PORCH
T------�
12.
PROPOSED
r
SEPTIC SYSTEM �I
f
(615 SO FT)
o 0
L__36.2'
0
rrJ
�•
m
Nw
-FND IRC 6018
(22' OFFSET)
(0.3' NORTH)
O
_- O
Ln LOT 8
cV (NO WELL FOUND)
O FFE=6.60
In
FENCE TIE
(0.8' EAST)
EZW LINE
8
06
2'0' A,. ' B I M I N I DRIVE A 20 FND SPIKE RAILROAD
NO ID)
ASPHALT '-
(60 RAW) 668.72'
PROJECT BENCHMARK LEGEND
SET NAIL/TIN TAB (NO ID) A = CENTRAL ANGLE
EL=4.23 (NAVD 1988) R = CURVE RADIUS
L = CURVE LENGTH
CERTIFIED TO: (P) =PLAT° �°
DONALD G. HINKLE AND LINDA J. HINKLE FND = FOUND
IR - 5/8- IRON ROD
IP - 1/2' IRON PIPE
DESCRIPTION CH OVEFLORHEAD
POWER AND LIGHT
OHU = UTILITIES
CM CONCRETE MONUMENT
LOT 9, BLOCK 3, 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. = PROFESSIONAL LAND SURVEYOR
LB - LICENSED BUSINESS
SAID LAND CONTAINS 0.20 ACRES, MORE OR LESS. P.B. - PLAT BOOK
R/W =RIGHT-OF-WAY
ECTRIC SERVICE BOX
SURVEY NOTES (9 =UDERGROUNND PROPANE TANK
1. This survey is, not valid without a signature and original embossed seal' of a Florida OB - EXISTING 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 October 3, 2018. CO, = 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 North R/W line. of Bimini Drive, bearing
N8T08'47"W, as monumented. All bearings are relative thereto. -W- = PROPOSED WATER SERVICE
6. All boundary information shown is calculated per plat, unless otherwise Shown. 0 = FND IRC E018
7. The proposed residence lies in flood zone "X" and "AE-5", per map 12111CO181 J, CONC - CONCRETE
dated 2-16-12. IRO = DR IRON ROD & CAP
8. Additions or deletions to surveymops or reports b other than the signing art or D.U.E. = DRAINAGE AND UTILITY EASEMENT
P P Y 9 9 party SO FT= SQUARE FEET
parties is prohibited without written consent of the signing party or parties. -X- = 4' CHAIN UNK FENCE
9. All elevations shown are based on the North American Vertical Datum of 1988 (NAVD -0-- 6' WOOD FENCE
1988). NAVD =
NORTH OF 1988 MERICAN VERTICAL DATUM
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
AGREEMENTS,
AND/OR NFOR ATION, IFDESIRED. SH ULDBE aB EASEMENTS
AND CONFIRMED BY
OTHERSITHROUGH APPROPRIATE TITLE VERIFICATION. BY: 11 RICHARD C. LAVENTURE, FLORIDA P.L.S. #5209 DATE
rt`Y"'V"
V
BOUNDARY SURVEY
By
PREPARED FOR
DONALD & LINDA HINKLE
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
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO
18.3186
MWH
10/4/111
78.3186
F. B.,PG.
ALCULATED B
SCALE
SHEET NO.
1i-252/46-41
RCL
1"=30'
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