HomeMy WebLinkAboutformboardDocuSign Envelope ID: BB535F25-3FC7-4B43-8D94-73913DBF7E3D
�r�vv��u�.r-ZY SUR\/EY
LEGAL DESCRIPTION:
(Supplied by Client)
LOT 46 IN BLOCK 1, WATERSTONE PHASE 1,
ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 52, PAGES 35
THROUGH 47, OF THE PUBLIC RECORDS OF
ST, LUCIE COUNTY, FLORIDA.
ABBREVIATIONS:
O = SET 5/8" IRON REBAR WITH
YELLOW CAP MARKED PSM5543"
FD = FOUND 5/8 IRON REBAR
[PC,
RIGHT OF WAY
MEASUREDPLATTED
= CALCULATED
= RADIUS OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FFE = FINISHED FLOORLEVATION
OH -OH -OH- = OVERHEAD WIRES
X-X-X- = CHAINLINK FENCE
-0--0-0— PLASTIC FENCE
0-0-0- = WOOD FENCE
CONC. = CONCRETE
C.P.= CONCRETE PAD
Cov.= COVERED
® DETER ® POEAN
LATER ER gj BOX ELECTRIC OUT
LIGHT ® SEWER
POLE VALVE
PARCEL L-2
(LAKE)
SURVEYORS NOTES:
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON.
2, ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE SHOWN,
3, NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS
OTHERWISE SHOWN.
4. THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAP#
12111CO070 J DATED: 2-16-12.
5, FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
AND IS PROVIDED AS A COURTESY, THE FLOOD ZONE SHOULD BE VERIFIED
BY A DETERMINATION AGENCY,+
6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF
LOT XX AS BEING ASSUMED TO BEAR S13'25'44"E.
7. U.E. DENOTES UTILITY EASEMENT. D.E. DENOTES DRAINAGE EASEMENT,
8. THE ACCURACY OF THIS SURVEY IS PREMISED ON THE EXPECTED USE OF
THE SURVEY, THE EXPECTED USE / PURPOSE OF THIS SURVEY IS HOME
CONSTRUCTION, ACCURACY=1 FOOT IN 7,500 FEET OR BETTER,
9, ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN
THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT,
DRAINAGE PROPOSED oti = EXISTING ELEVATION
AND EXISTINGDoti = PROPOSED ELEVATION
ALL ELEVATIONS SHOWN HEREON ARE BASED ON
NORTH AMERICAN VERTICAL DATUM OF 1988(N.A.V,D.'88)
R=240.00,
R=845.00'
L_ 350106„ ti
L =28.50
„ 0
D 8
1 ° 55 56
b
Po
46 BLOCK 1 g,44
LOT
15.2g'
2a. o 90 14,91 w
L
4,97
D
FORS BOARDS
v r
00
Crf
F F .E. = 22.40 22.20
PROPOSED
FF E _
tiff
o
�
N
D CO
o
>
z
N
O
N o
0 0
5.62
1413 O
o
O
O
4g
e, O
C9
w
+ 15.13
2146'
N
CT
C2
R 1�AN BENCH ROAD = —_—
SEHE HOLE fN 20.10 L=1 8.53'
E<EVAiIN A.V.D. '89� L =1 294 42„ 1p�D=1 31 0� —
D=10`3 7'
C1 1—
SIDE` ILK
10sE4 H 6 06 O
D=B*5� p6� L.197.
6
29`2R1=385p0 CURVE DATA
p-12 05 ,O o0 47.7 STREET
°� LUGO
FD NA1L D1SK 50, R/* - 20' ASPHALT ROAD
"LB 5610
5423 LUGO STREET
SCALE: 1 "=30'
Atlantic Land Designs
of the Treasure Coast, LB7468
754 NE Jensen Beach Blvd. Jensen Beach, FL 34957
Mailing Address:
P.O. Box 1421 Jensen Beach, FL 34958
ALD5543@gmail.com (772) 398-4290
DATE: 4 - 8-2 1
DRAWN: LW\JC
2021-0328
4-8-21
PLOT PLAN
10 6 21
FOR BOARD TIE IN
LAST FIELD DATE:10/6/21
C1 C2
R=360.00' R=725.00'
L=55.51' L=20.25'
D=8°50'06" D=1'36'01"
r
er t i f i ed to: Adams Homes of Northwest Florida, Inc.
BP# 2107-0883
(321) 751-1530
I hereby certify that the survey shown hereon is true and correct
and is based on octuol meoseurements token in the field.
Docu Signed by: kSTATE
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A1338,SM59FD4C1NOT VALID WITHOUT AN AUTHENTICATED ELECTRONICSIGNATURE AND AUTHENTICATED ELECTRONIC SEAL