HomeMy WebLinkAboutBoundary SurveyBOUNDARY SURVEY ,
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 R, BAR WITH
YELLOW CAP MARKED "PS 5543
FD = FOUND 5/8 IRON REBAR
='R IGHT OF WAY
=MEASURED
P = PLATTED
C = CALCULATED
i= RADIUS OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE.
FFE = FINISHED FLOOR LEVATION
OH -OH -OH- = OVERHEAD WIRES
X-X-X- = CHAINLINK FENCE
-0-0-0-= PLASTIC FENCE
0-0-0- = WOOD FENCE
CONIC. = CONCRETE
C.P.= CONCRETE PAD
Cov.= COVERED
® �ATER ® POKER ® ELECTRIC
ETER POLLEE BOX
pETENnON RE 176.00
�_55.33
Ton-43;52"
p_27•46 39
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#
12111C0070 J DATED: 2-16-12.
5. FLOOD ZONE. SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
BY A DETERMINATION AGCOURT+SY. THE FLOOD ZONE SHOULD BE VERIFIED
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.H.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 1S PROHIBITED WITHOUT WRITTEN CONSENT.
DRAINAGETPROPOSED INGx�ti = EXISTING ELEVATION
AND xtioy = PROPOSED ELEVATION
PROPOSED PLOT PLAN
I(OuBjEdT TO dONTRAdTOR, HEALTH DEPT.. AND BUILDINd DEPT. APPROVAL)
ALL ELEVATIONS SHOWN HEREON ARE BASED ON
NORTH AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.'88)
U34'32"3� 76`
SET
Ld M7
r
ax
r
N
Y p
28.14'
p
R\b
o N
21.OD
m If
I
o
$
PAZ10 o
00
W
o�
d', 1
RESIDENOE
O
�
� S PROP.
30006-�OD
�
� ,�o�, tea•
MODEL
PROPOSED f.f.E. = 22.1
x�h
LIM
a
�
ssa p
t7 v
c
9.62'
o_
MIN, SETBACKREQ. RE
y3�
Z
�„
o
FRONT ox
v a
SIDES
CNR SIDE p
�. DRIVE`�AY ��•
N
a_
Com a If
REAR
ZNG.
. 1 U.E. \
LO
�
Z W
CS
TECH,
x4tio
pROpOSED ox 4' C C, S/Q f A(K
o
(n
ET. R-56
'10• ` L --6900
Tan •61
fA
x
T
SITE BENCHMARK 'MANHOLE*IN /
ROAD ELEVATION = 20.00
N:A.V.D. 'BB
F.F.E. CALC.
CL — 20.66 + 19.70 = 40,36
�
FD.
40.36 / 2 = 20,18 + 1,5 = 21.68 MIN F.F.E. 50' R /YV - 20 ASPHALT ROAD'
0 5 to 20 30 CRISTELLE COURT
rxleaulc ccel l:
8304 CRISTELLE COURT
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: 7/4/20
DRAWN: SW\JC
2020-0434
DATE:
REVISIONS
LAST FIELD DATE:6/1.7/20
r t i f i ed to: Adams Homes of Northwest Florida, Inc.
II hereby certify that the survey sho*n hereon is true and correct
and is based on actual measeurements taken in the field.
(:tS-TATE
c Dfgisallyslgned bylamesACeslro A.
DM m=lames A Ceslro Jr. o=Adangc land Designs of
Jam A. Cesiro Jr!�hesG ou, emall=JImf5543@gm [1c KUS a[`e:2020.07MISA5:19-0400'OTV ID WITHOUT AIfAUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL
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