HomeMy WebLinkAboutformboard surveyBOUNDARY S-;UF;Z\/EY
LEGAL DESCRIPTION:
(Supplied by Client)
LOT 6 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
MEASURED
PLATTED
= 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 gj ELECTRIC
ETER POLE BOX
SET
DEtEN110N AREA
R_1 76.00
�_ =85, 33
Tor) =43,52
p_27.4 6,39
37.
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
THE 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)
sET N 83°34'32"1176' SET goo
1x
ao
0
CN N N
28,22' Y �'
U O
22.33 -_ N
IN PLACE FORM BOARDS
TOP ELEVATION = 22,30
PROPOSED F.F.E. = 2210
19.96' w 22.32' _
N J
N rn
U,E.
,_x _.,,,ccn e' rnlir
ttio:
y�
a+�\x�Of o
SITE BENCHMARK "MANHOLE" IN
ROAD ELEVATION = 20,00
N.A.V.D. '88 0�� \
�- rn
30 0 5 10 20 30
GRAPHIC SCALE
00
LLJ
o L�
L J
Ln
a
�
Ci
Ctf
I
9,61' z
o
C
N W
U a �
_N
ro a
II
LC)
CN
r� F—
Q
C
,—
U
J
i sy�61
x�op
Ton_40
0=71 �� xtip.
FD.
50 R/W - 20' ASPHALT ROAD
CRISTELLE COURT
8304 CRISTELLE COURT
SCALE. 1 "=30'
Atlantic Land Designs
oI 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. 7/4/2 0
DRA0. SW\JC
2020-0434
DATE:
REVISIONS
9/13/20
1 FOR BOARD TIE IN
LAST FIELD DATE:9/9/20
Cer t i t i ed to: Adams Homes of Northwest Florida, Inc,
I hereby certify that the survey shown hereon is true and correct
and is based on actual measeurements token in the field.
PSM 5543
Digitally signed by lames A. Cesiro Jr. l
DN: cn=James A. Cesiro Jr., o=Atlantic Land
James A. Cesiro Jr, Designsofthe TC,lnc,ou,
mall=ALD5543@gmail.com, --1.15 STATE OF
Date: 2020.09.13 21:27:23-04'00'
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC �FFcoatoP
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL ° suave'