HomeMy WebLinkAboutsurvey (3)BOUNDARY S;UR\1EY
LEGAL DESCRIPTION:
(Supplied by Client)
LOT 7 IN BLOCK 2, 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:
SET = SET 5/8" IRON REBAR WITH
YELLOW CAP MARKED IRON
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
® �ATER ® POWER [E] ELECTRIC FIRE
ETER POLE BOX � HYDRANT
'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
WATERSTONE PHASE 1 AS BEING N00'05'59"W ACCORDING TO THE
PLAT DESCRIBED HEREON.
7, P.U.D.E, DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMENT,
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
SHE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT.
r DRAINAGE PROPOSED o1 = EXISTING ELEVATION
AND = PROPOSED ELEVATION
ALL ELEVATIONS SHOWN HEREON ARE BASED ON
NORTH AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.'88)
LOT 8 BLOCK 2
FFE = 22, 00
S83 ° 34 ' 0 '
31,00 32 E � 2 0
M
N
�I
tio� �a .0
--% -
o•
L
❑C.P.
63.54
�, o" 25.Do,
��. 25, 4
°
LO
o STORY CONIC,
ti
h
LOT g BLOCK 2
BLOCK
F.F.E. = 22.31
Q o
N o o 0
FFE = 22,10
l
d
I
00
cV
20.87'
M Q
M z
(fl
25,4
-
N
LO
N
ry Q s
— \0
05
61 Y!�
Q i CXJ
01
M
4;
iN I
C)
C
8,6 �
5.11
L0 I
N
Qp
CD
� 5
31.04'
46,55' =
o
o O
I a O
Q ml
R=56.00 '
\
0- �1
Q Z
L=7.94
yo
10
N �O
10 ti U.E.
LO
N
►Li
�00
- — PROPOSED 4' 'Lod
SIDE
C)
p4 ro
0 Q
�
ALK
N83 ° 34 ' „�
32 70
-- 00,
�a
�38_73'
eti
CATCH eASI�
roP
FD NAIL �,
,� _
19.55 ----
R=25.00 '
DISK"PCP"
N8334'32-,,W— 145.00'
L=39.27'
183.73' _ D=90°00'00"
50 RIW - 20' ASPHAL T ROAD
MS TELLE
_
FD NAIL
DISK'PCP"
COURT
SITE BENCHMARK PCP'
IN
ROAD ELEVATION = 21.00
N.A.y.D. '88
el 8520 WATERSTONE BLVD.
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. 1 - 3 0-2 1
DRA0. SW\,1C
2021-1122
4-8-21
FORM BOARD TIE IN
11/19/21
FINAL TOPO
LAST FIELD DATE:11/17/21
r
er t i f i ed to: Adams Homes of Northwest Florida, Inc.
B P# 2102-0114
(321) 751-1530
I hereby certify that the survey shown hereon is true and correct
and is based on actual measeurements token in the field.
PSM 5543
STATE OF
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONICF�E. °coat o
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL °suave'