HomeMy WebLinkAboutformboardDocuSign Envelope ID: 8DOB597E-EB4D-43EF-831A-DB8F59F27CF2
� r=s v v r-4 u.—. r-2Y S U FRS/ E Y
LEGAL DESCRIPTION:
(Supplied by Client)
LOT 16, WATERSTONE PHASE 3, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 91,
PAGES 21 THROUGH 31, OF THE PUBLIC RECORDS
OF ST, LUCIE COUNTY, FLORIDA,
ABBREVIATIONS:
O = SET 5/8" IRON REBAR WITH
YELLOW CAP MARKED PS0543"
FD = FOUND 5/8 IRON REBAR
RRIGHT OF WAY
M) = MEASURED
P) = PLATTED
C = CALCULATED
= RADIUS OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FFE = FINISHED FLOOR ELEVATION
OH -OH -OH- = OVERHEAD WIRES
X-X-X- = CHAINLINK FENCE
-E]-❑-a= PLASTIC FENCE
0-0-0- = WOOD FENCE
CONC. = CONCRETE
C,P, = CONCRETE PAD
Cov.= COVERED
63 DETER ® POATER LER E] BOX ELECTRIC O CCLLEAN
LIGHT ® SEWER O SEVIER
POLE VALVE MANHOLE
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 16 AS BEING ASSUMED TO BEAR N00'17'56"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,
AND DRAINAGE EXIPROPOSED x`%5 = EXISTING ELEVATION
Doti = PROPOSED ELEVATION
ALL ELEVATIONS SHOWN HEREON ARE BASED ON
NORTH AMERICAN VERTICAL DATUM OF 1988(N.A,V,D.'88)
PARCEL B-8
R=320.00'
L =50, 88
p=9°06 34
+217
VD 1RC 21,8
S89°42'04"E
,
36.00
21,3+
22,3 I
FD IRC
"PSM 6330"
"PSG 6330
N
N LOT 16 CN
10, 75'
14,54' 56,92
z
OO
O
Cp FORM BOARDS
O
Q = F,F.E, = 23,10
PROPOSED F.F.E.
A
= 22.90
N
r
��
w
W
�Zr
ACC)
°
n �CD
fox
Ln
�w
➢ 8.55 8.68' � ,0 12.39'
I\
0o
2.59'
N
7.00'
O
o
O N
O
O o
Z
O N
+ 6,7$ 18.67' 1 06
N iV
91 R
ti f\
FD 1RC 20.9
10' U,E, 20
FD IRC
PSM 6330"
"PSM 6330 20, ��
D=-9°06-3-4
20.9
PROPOSED 4 SIDE ALK
-
L240.80'
S8
to
��
36 D04„E
— —
�N
0
w
NO
C) M
r—oC-i
C14
o,-- n
JzL.�
Q L.�
U
Q
-1 �_27.82'
15g.750,, �p-9'06_33--�36.00' ?�sA,�_�01_2 � ---o
61, p5 24 B6. 59' FD NAIL DISK N89'5106 E 537,23
LB 5610" FD NAIL DISK
SITE BELCHMARK "PCP" IN "LB 5610"
p "1 O D R ROAD ELEVATION = 20,91
N.A.V.D. 88
Foe o AMALFI CIRCLE
50' R/W - 20' ASPHALT ROAD
el 8336 AMALFI CIRCLE
SCALE: 1"=30'
Atlantic Land Designs
of the Treasure Coast, LB7468
151 NE Jensen Beach Blvd. Jensen Beach, FL 3495
Mailing Address:
P.O. Box 1421 Jensen Beach, FL 34958
ALD5543@gmail.com (772) 398-4290
DATE: 4-29-21
DRAWN: LW\JC
2021-0392
9-8-21
FORM BOARD TIE IN
LAST FIELD DATE: 9-8-21
tified to: Adams Homes of Northwest Florido, Inc,
BP# 2106-0822
(321) 751-1530
hereby certify that the survey shown hereon is true and correct
id is based on actual measeuremenls token in the field,
DDocu Signed by:
aygf-s ()-Wb
A1338D8A59FD4C1._
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL
PSM 5543
STATE OF
'10R10