HomeMy WebLinkAboutSurveysLEGAL DESCRIPTION:
(Supplied by Client)
LOT 15, 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 5l$ IRON REBAR PT
YELLOW CAP MARKED PSM5 43
FD = FOUND 5/8 IRON REBAR
R )W =IGHT OF WAY
EASURED
P = PLATTED
C = CALCULATED
= RADIUS OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FFE = FINISHED FLOOR ELEV.(�TION
OH -OH -OH- = OVERHEAD Y RES
X-X-X- = CHAINLINK FENCE
-D-0-a= PLASTIC FENCE
0-0-0- = WOOD FENCE
CONC. = CONCRETE
C.P. = CONCRETE PAD
Cov.= COVERED
ATEiI��,, POWER EaETEf7o' POLE TRANSFORMER
LIGHTMWATER O CLEAN � FIRE
POLE VALVE OUT HYDRANT
P PRcEL
R�32p �ae 13
8340 AMALFI CIRCLE
SCALE:1"=30'
Atlantic Land Designs
of the Treasure Coast, LB7468
54 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: 4-8-21
DRAWN: LW\JC
2021-0327
4-8-21
PLOT PLAN
LAST FIELD DATE: 4-4-21
SURVEYORS NOTES:
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON.
2, ALL LOT DIMENSIONS SHORN ARE PER PLAT UNLESS OTHEROSE SHOWN.
3, NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS
OTHERWISE SHO�JN,
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
AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED
BY A DETERMINATION AGENCY.+
6. BEARINGS SHOO HEREON ARE BASED ON THE EAST LINE OF
LOT 15 AS BEING ASSUMED TO BEAR N08'48'38"W.
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
THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT,
r AND DRAINAGE EITING POSED xyo'� = EXISTING ELEVATION
PROPOSED ELEVATION
PROPOSED PLOT PLAN
1(ouejEdT 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)
SITE BENCHMARK
"NAIL DISK" IN ROAD
ELEVATION = 20.91
N.A.V.D. '88
to: Adams Homes of Northwest Florida, Inc.
•eay Cerury tnat we survey snown nereon is true ana
is based on actual measeurements taken in the field
JL1A t:,'
GEgg1F1 CAPE
.PSM 5543
D1,111ly slg ned by Ja—s 0. C,,4, Jr.
mes A. esiro Jr.. he TG I—ou, emall-ALD55430gmalldere, r—US
Datt:2021A4.150603d18-04'00' �6C STATE OF
NOT HOUT AN AUTHENTICATED ELECTRONIC P 'PLOP 1OP
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL RF° SURVE110