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LEGAL DESCRIPTION:
(Supplied by Client)
LOT 33 IN BLOCK 1, 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
YELLO�y CAP MARKED "PS 5543
FD = FOUND 5/8 IRON REBAR
0E11GHT OF WAY
ASURED
P = PLATTED
C = CALCULATED
= 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
PLASTIC FENCE
0-0-0- _ WOOD FENCE
CONC. = CONCRETE
C:P.= CONCRETE PAD
Cov.= COVERED
® ATER ® IO JR ID ELECTRIC
ETER POLES BOX
F.F.E. CALC.
CL-21.00+20.68+19.83=61,51
61.51 / 3 = 20.50 + 1,5 = 22.00 MIN F.F.E.
f
SIDS
C;,1ra SIDES
SURVEYORS NOTES:
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOVE
HEREON.
2. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHER 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' 400'05'59"W ACCORDING TO THE
PLAT DESCRIBED HEREON,
7, P,U.D.E. DENOTE$ 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 HOLE
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 INGxRo') = EXISTING ELEVATION
AND xtio� = PROPOSED ELEVATION
PROPOSED PLOT PLAN
(OuB1EdT To doNTRAdTox HEALTH DEPT., AND BUILDINd DEPT. APPROVAL)
ALL ELEVATIONS -SHOWN HEREON ARE BASED ON
NORTH AMERICAN VERTICAL DATUM OF 1988(N,A.V,D.'88)
VACANT PROPOSED
FFE = 22.4
PER DRAINAGE PLAN
N83'39'25" W 71.99'
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10,50 I
PORCH
`t .38.67'
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PROPOSED
Q
cv H
i,
w RESIDENCE
cm ►MODEL 2000
o
" w
I ►—
Q W
22.9
IL
6.20'
0.00
y M'
1-
o N
D
CN
O N
I
C
a0 r0,00' cC=F 1g,6i a
'n
12s7'
I
PROPOSED
ch DRIVE#fAr
rci
DO
rLPjvf��0e
N
10' U.E.
DAoo
I
PROPOSED 4 SIDE ALK
N83"39'25"
EXISn G SDE ALK
V� 4 7, 00'
SITE BENCHMARK ORTH RN
An' R
-
MAt(HOLE ELEVATI = 20.40
/ YY - 20' ASPHALT ROAD
30 05 110 20 30 MERANO AVENUE
GRAPHIC SCALE
8700 MERANO AVENUE
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: 10/5/20
DRAWN: S*\JC
2020-0746
DATE:
REVISIONS
ST FIELD DATE:9/16/20
r t i f i ed t o: Adams Homes of Northwest
N.A.VD. '88
Inc.
I hereby certify that the survey sho*n hereon is true and correct
Inis based on actual measurements taken in the field.
(:t
Dlgitalysigned bylamesA.Cesim11.
- ON: —James A.CesuoJr. o=Ademic Land
lames . Cesiro Jrs ` DesignsoftheTCou,
f.• email=Jims5543@gmaUGm,PUS Date: 2020.10.0515:57:15-04'00' NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL_
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