HomeMy WebLinkAboutfinal surveyBOUNDARY SUFZ\/EY
LEGAL DESCRIPTION:
(Supplied by Client)
LOT 18 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 ARKED "PSM5543
FD = FOUND 5/8 IRON REBAR
R/W = RIGHT OF WAY
M MEASURED
P = PLATTED
= CALCULATED
C
= 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
-0-0-a = PLASTIC FENCE
0-0-0- = WOOD FENCE
CONC. = CONCRETE
C.P.= CONCRETE PAD
Cov.= COVERED
® ATER ® POWER [0 ELECTRIC
ETER POLE BOX
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
jHE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT,
DRAINAGE PROPOSED oti = EXISTING ELEVATION
AND EXISTING X�oti = PROPOSED ELEVATION
ALL ELEVATIONS SHOWN HEREON ARE BASED ON
NORTH AMERICAN VERTICAL DATUM OF 1988(N,A,V.D,'88)
AM_ALFI CIRCLE
_
50' R/W - 20' ASPHALT ROAD
S89°51'06"W 94.96'
FD.
4 CONC, SIDEWALK
FD,
10' U.E,
�s`'s
x
Air'
o w
0
42.28' ti° titi�
\ D.
33.27
LIGHTPJE
SEWER
MANHOLE
cry
32,01'
Z �N
-0
c�
0.26 m
I ZO
I
v oZ
n
k�`�
^� U
I O
C
, n
co476
c
n
31.98'
II
25.16' o
Z A
60
10
0.26
24.0
I
ti =
a
1 STORY CONC. BLOCK
N cr
o CONC, DRIVE n
F,F,E, = 22.80
00
r cD
42,19' ti"' S9 57'
° I o
V V 1
FD. Lti' �1JZc- o �h '�� o FD. Lp.
N89°54'01E 120,00' ti`� lip
LOT 17 BLOCK 2
VACANT PROPOSED
FFE = 22,4
30 0 5 10 20 30
GRAPHIC SCALE
8213 AMALFI CIRCLE
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: 5/ 1 7/2 0
DRAWN: ,1C
2020-0321
DATE:
REVISIONS
8 27 20
FOR BOARD TIE IN
3/17/21
FINAL TOPO
LAST FIELD DATE:3/10/21
r
ert i f ied to: Adams Homes of Northwest Florida, Inc,
BP# 20070294
(321) 751-1530
I hereby certify that the survey shown hereon is true and correct
and is based on actual measurements token in the field.
(:::::PSM 5543
Digitally signed by James A Cesiro Jr.
ON: cn-James A. Cesiro Jr., —Atlantic Land Designs
James eslroJr. ofth, TC, Inc., o,, email=ALD5543@g,,iLcom,-US
Date: 2021.03.1717,16:28-04'00' STATE OF
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC
FcoatoP
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL FD suavEYi'