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LEGAL DESCRIPTION:
(Supplied by Client)
LOT 4 IN BLOCK 2, WATERSTONE PHASE
ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 52, PAGES 35
THROUGH 47, OF THE PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
SET = SET 5/8" IRON R BAR WITH
YELLOW CAP MARKED "PS 5543
FD = FOUND 5/8 IRON REBAR
KRIGHT OF WAY
MEASURED
P = PLATTED
C = CALCULATED
= RADIUS OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FFE_= FINISHED_FLOQR ELEVATION
X-X-X- = Cl
-Do- = PI
0-0-0- = W
CONC. = COI
C.P.= CONCI
Cov.= COVEI
E3 kIN
SURVEYORS NOTES:
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHO HEREON.
2. ALL LOT DIMENSIONS SHOM ARE PER PLAT UNLESS OTHER SE SHOWN,
3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS
OTHERWISE SHOWN.
4. THIS SITE UES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAP#
12111COO7O 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 N00'0559"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.
B. 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.
ADDITIONS9. OR THE SIGN N SURVEYOR OIS PROHIBITED WITTHHOUT WRITTEBY
CONSENT.
THAN
SECONSENT.
ANDIAGTPIROPOSED
xyo' = EXISTING ELEVATION
n= PROPOSED 61EVAT ION
1D
PROPOSED PLOT PLAN
IE ELECTRIC
(0UBJEdT To doxmclmR. HEALTH DEPT., AND BUIIDINd DEFT. APPROVAL)
Box
ALL ELEVATIONS SHOWN HEREON ARE BASED ON
/
NORTH AMERICAN VERTICAL DATUM OF 1988(N.A.VD.'88)
RECENED
LOT 5
BLOCK 2 , $ 201�
TUN 1
VACANT
PROPOSED
N6gall FFE = 22.5 Permitting Department`
r't/, Lucie County
Jjr
St.
$ITE BENCINARK ORIH 0
,20 E 2D94
N x
oO r �AHO BLEVADON =
56 RA- 20' ASPHALT ROAD
/CRISTELLE COURT
A. s
Ox
/ OLE
1
>
T b t.DD
I W
10prA
JI o m p tli,
-n i0
n
25.88' +NJm I
OLtP �p
w se, ✓�
¢3j
$
CIL
o-6•�
6
N �
o1x ryO 1
'\
UGHTI P E
CENTERLINE
3p9e
MI . SET ACK REQ.
FRON
SIDES
CNR
4111 VLOT 3 BLOCK 2
ACANT PROPOSED
FFE = 22.2
30 0 5 10 20 30
GRAPi0C MU
OF 8313 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: 5/1 920
DRAWN: JC
2020-0355
DATE:
REVISIONS
LAST FIELD DATE:5/4/20
tilled ta:
FINISHED FLOOR CALC.
CENTERLINE 'ELEVATIONS
20.60 +, 20.70 = 41.30
/2 = 20.65
AVERAGE CENTERLINE
+1.5 (18") = 22.15'
I hereby certify that the survey shob'n hereon Is true and correct
and is based on actual measeurements taken in the field. This
survey meets the Minimum Technical Standards of Chapter 5J—f7 w ce
Florida administrative code. ce°v"rc+re
PSM 5343
pgTR/LyM b/LmnAGJmh.
Ja es A. situ
NOT WITH UT AN'AUTWTIM EDECECTRONIC a r<ax, tr us
SIGNATURE D AUTHENTICATED ELECTRONIC SEAL RFa stave+ate