HomeMy WebLinkAboutSurveyLEGAL DESCRIPTION:
(Supplied by Client)
LOT 6 IN BLOCK 134-A OF LAKEWOOD
PARK UNIT 10, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK
It, PAGES 2gA THROUGH 29D, OF
THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
ABBREVIATIONS:
SET = SET 5//8' IRON R BAR WITH
YELLOW CAP lAARKED 'PS 5543
FD = FOUND 5/8 IRON REBAR
IRIGHT OF WAY
MEASURED
i
PLATTED
= RADIUS 0 TCURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FFE = FINISHED FLOOR LEyyATION
OH -OH -OH- = OVERHEAD S
X-X-X- = CHAT LINK FE CE
-0-EH3— PLAS IC FEND
0-0-0- = WOOD FENCE
CONC. = CONCRETE
C.P.= CONCRETE PAD
Coy.= COVERED
POj1ER I� ELECTRIC
FTFR RN
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Envirom�]ptal Health
S89.52'
Site Plan Approded for Construction
Supersedes All Pilevious Site Plans for
CISTDS #SG SF-2 3 0
Date: 3/14 2oza h\e\ 7o R.O.
' SURVEY )
SURVEYORS NOTES:
1. UNLESS OTHERW1SE NOTED 0 LY PLATTED EASEMENTS ARE SHO HEREON.
2. ALL LOT DIMENSIONS SHO{'N ARE PER PLAT UNLESS OTHERA SHOWN,
3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS
OTHER4. THIS SITE E SHOLES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAPO
12f11CO070 J DATED: 2-16-12.
5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
BY NATION AGCOURTESY, THE FLOOD ZONE SHOULD BE VERIFIEDA DETER�
6. BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OF
DONLON ROAD AS BEING S89-62-57-E ACCORDING TO THE PLAT
DESCRIBED HEREON.
7. P.U.D.E. DENOTES PUBLIC UTILITIES' AND DRAINAGE EASEMENT.
U.E. DENOTES UTILITY 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.
LOTS 7 & 8 BLOCK 134-A
F.F.E. = 22.63 MIN. S
57"E
6702 DONLON ROAD
SCALE: 1"=30'
Atlantic Land Designs
of the Treasure Coast, L87468
754 NE Jensen Beach Blvd. Jensen Beach, FL 34957
Mailing Address:
P.O. Box 1421 Jensen Beach, FL 34958
ALD5543@gmall.com (772) 3984290
DATE:2/11/20
DRAWN: JC
2020.0094
DATE:
REVISIONS
2/28/20
ADD PROPOSED
LAST FIELD DATE:2/4/20
ossIBLE WELL CNR SID
REAR_
E 130.38' \0 ZNG._
PROPOSED
a /
N �
130.59'
ASPHALT ROAD
ROAD
ter tItIed to: VINCE
4115
SET
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STE BENDf*M x PAIN
IN ROAD ELEVATION - 21.49
N.AVA'88
I hereby certlly that the survey sho*n hereon is true and correct
and is based on actual measeur ements taken in the tield. This
survey meets the Vinimam Technical Standards of Chapter 5J-17 w
[,,Jam
lorid administrative code. �FavrF�c,rrf°
PSM 5543
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OkmeLme,ACNmL.a WnnLL LM p4gi,
A.CesiroJ.�OT VA WITHOUT AN AUTHENTICATED ELECTRONIC NATURE AND AUTHENTICATED ELECTRONIC SEAL