HomeMy WebLinkAboutSurveyLEGAL DESCRIPTION:
(Supplied by Client)
LOT 11 IN BLOCK 5, WATERSTONE PHASE 2,
ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOT( 59, PAGES 1
THROUGH 2, OF THE PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA.
"ABBREVIATIONS:
SET = SET 5//8" IRON R BAR WITH
YELLOW CAP fyIARKED "PS 5543
FD = FOUND 5/8 IRON REBAR
_ I GHT OF WAY
= MEASURED
P = PLATTED
C = CALCULATED
= RADIUS OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FFE = FINISHED FLOOR �LEVATION
OH -OH -OH- = OVERHEAD IRES
X-X-X- = CHAINLINK FENCE
-0-EE13-= PLASTIC FENCE
0-0-0- = WOOD FENCE
CONC. = CONCRETE
C.P.= CONCRETE PAD
Cov.= COVERED
® LATER ® POWER ® ELECTRIC
ETER POLE Ray
30, 0 5 10 20 30
GRAPHIC SCALE
5341 SAN BENEDETTO PLACE
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: 1 1 /2/20
DRA*: JC
2020-0862
DATE:
REVISIONS
LAST FIELD DATE:10/28/20
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
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 2 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 INGxyo`) = EXISTING ELEVATION
AND ryoti = PROPOSED ELEVATION
PROPOSED PLOT . PLAN
1(0uBj,EdT TO dONTRAdTOR, HEALTH DEPT., AND ElunaiNd DEPT. APPROVAL)
ALL ELEVATIONS SHOWN, HEREON ARE BASED ON
NORTH AMERICAN VERTICAL DATUM OF 1988(N,A.V.D,'88)
0
o°
9ti
JQ4�p.
FD NAIL DISK
"PCP"
F.F.E. CALL.
20.52 +20.50 = 41,02
41.02 \ 2 = 20,51 + 1.5 (W) = 22.01 MIN,
Cert it ied to: Adams Homes of Northwest Florida, Inc,
I hereby certify that the survey sho*n hereon is true and correct
and is based on actual measeurements taken in the field.
17M �fsr
GE¢T IF[ CAT RO
f
PSM 5543
Digitally signed byJames A. Cesiro Jr.
DN: cn�lames A. Cesiro Jr, -Atlantic Land
Ja es A. esiro Jr/ :;ema9=ALD5543@gmail.<om, c=US STATE OF
Date: 2020.11.0220:47:28.05'00' �¢
NOT VALID WITHOUT AN`AU'r NTICATED ELECTRONIC F °GO&10 PV
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL RfD S„"ve0¢