HomeMy WebLinkAboutBOUNDARY SURVEY (2)BO UNI�ARY SURVEY
LEGAL DESCRIPTION:
(Supplied by Client)
LOT 23, 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.
O = SET 51$ IRON REBAR IfiJITH
YELLC.. CAPP ARKED . 3"
FD/ = FOUND 5/8 IRON REBAR
Riyl)�= IyIEIGHT
AAY
SURED
P) = PLATTED
C) = CALCULATED
= RADIUS OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FFE = FINISHED FLOOR ELEVATION
OH -OH -OH- = OVERHEAD Y RES
X-X-X- = CHAINLI K FENCE
-0-� PLASTIC FENCE
0-0-0- = WOOD FENCE
CONIC, = CONCRETE
C.P, = CONCRETE PAD
Cov.= COVERED
VIATERo, POWER FPL
® ETE POLE BOX
LIGHT® SEWER O CLEAN y� FIRE
POLE VALVE OUToHYDRAN
N41161 �ETBAhls R@01
tSit('�, `2�I..r5�S1I,�,Li,a
'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 23 AS BEING ASSUMED TO BEAR N0017'56"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
;HE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT,
1vL� DRAINAGE
EXISTING POSED x,�z;) = EXISTING ELEVATION
ryo3 = PROPOSED ELEVATION
PROPOSED PLOT PLAN
I(OuBjEdT TO doNTPAdTOR, HEALTH DEPT., AND BUILDINd DEFT. APPROVAL)
ALL ELEVATIONS SHOWN HEREON ARE
BASED ON NORTH AMERICAN VERTICAL
DATUM OF 1988(N.A.V.D,'88)
PARCEL B-8
S89'42'04"E 72.00'
FD IRCr20.6 �lir ,6+ FD IRC
"PSM 6 30" 1,6 "PSM 6330"
LOT 23 o VACANT M
8.83'
14.00
5.16
CD
0
LANAI
0
0
o
V)o
OLON
O
N
^
O
w
CN
C14aN
W
PROPOSED RESIDENCE
MODEFFE22622,503CAR
aN
NOON
II
OJQ
-W
L0
Lo
d II
U L'
o
o
<LW.67
�14 3
Q�COV
m
TTI
0>
t 0
3L.
1
1 7 1O
In
0
PROPOSED 26' Ln
N
DRIVEWAYto
FD IRC
"PSM 6330®20
7
10' U.E. 20,
O
FDIRC
SM 6330"
PROPOSED 4 SIDEWALK
TT 74'
S89"42'0 "E 69.26'
-PSM 6330
468.00' _ o 69.23'
FD NdIL DISK JIB S 8 9 404 2'"E 537,23' S894y"2'04"E 94,96'
FNOT FD
"LB 5610 WALFI CIRCLE SITE BENCHMARK "NAIL DISK"
�
50' R/W - 26 ASPHALT ROAD PAINTED IN ROAD ELEVATION
= 20.20 N.A.V.D. '88
8308 AMALFI CIRCLE
SCALE:1"=30'
Atlantic Land Designs
of the Treasure Coast, LB7468
154 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: 5-18-21
DRAIN: L`I,f\JC
2021-0477
5-18-21
PLOT PLAN
LAST FIELD DATE: 5-18-21
tified to: Adams Homes of Northwest
Inc,
I hereby certify that the survey sho*n hereon is true and correct
and is based on actual measeurements taken in the field
-[IF[ -42' 0
PSM 5543
DIg hall y signed Lry lames A. Centro Jr.
DN: m=lames A. Cesirolr. o=Atlantic Land Designs a
James A. Cesiro Jr al ln4.., email=ALD5543@gmalimm,cW
:f Date: 2021.0511 16:34:i I -"W' P; STATE OF QW
T VALID WIT OUT AN AUTHENTICATED ELECTRONIC P FGORl DP s
SIG TORE D AUTHENTICATED ELECTRONIC SEAL RFO suave 0"