HomeMy WebLinkAboutSurvey:) _rV DAFFY
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LEGAL DESCRIPTION:
(Supplied by Client)
LOT 18, WATEFSTONE PHASE 3,
ACCORDING TQ THE PLAT THEREOF
AS RECORDED IN PLAT BOOK 91,
PAGES 21 THROUGH 31, OF THE
PUBLIC RECORDS OF ST, LUCIE
COUNTY, FLORIDA.
ABBREVIATIONS:
O = S;T 518� IRON REBAR �IyITH
YELLO CA PP ARKED PSM5 3
FD=:
= FOUND 5/8 IRON REBAR
Riyl)�= MIGHT OF
EASURED SAY
P) = PLATTED
C = CALCULATED
L = LENGTH OF CURVE
D= DELTA OF CURVE
'FFE = FINISHED FLOOR ELEVATION
OH -OH -OH- = OVERHEAD WIRES
X-X-X- = CHAINLI K FENCE
-❑-D-a= PLASTIC FENCE
0-0-0- = WOOD FENCE
CONC. = . CONCRETE
C.P. = CONCRETE PAD
Cov.= COVERED
t {ETEF' ATEERt POWER FPL
POLE ® BOX FIRE
LIGHT® SEXIER O CLEAN
POLE VALVE OUT HYDRANT
22.3
FD IRC +21.3
"PSM 6330"
MIN. S5WK REQ.
FRONT
SIDES
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TECH
oan
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U
O
FD IRC
6330"
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SURVEYORS NOTES:
I. UNLESS OTHERWISE NOTED 0 LY PLATTED EASEMENTS ARE SHOWN HEREON.
2, ALL LOT DIMENSIONS SHOI�j N ARE PER PLAT UNLESS OTHERWISE 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#
12111CO070 J DATED: 2-16-12.
5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
AND
BY AI DETERMINATION AGENCYTHE THE FLOOD ZONE SHOULD BE VERIFIED
6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF
LOT 18 AS BEING ASSUMED TO BEAR N0017'56"E.
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,
AND DRAINAGE STING POSED x�o`) = EXISTING ELEVATION
°y = PROPOSED ELEVATION
PROPOSED PLOT PLAN
(0UBJEdT TO dONTRAdmR, HEALTH DEPT., AND BUILDINd DEPT. APPROVAL)
ALL ELEVATIONS SHOWN HEREON ARE
BASED ON NORTH AMERICAN VERTICAL
DATUM OF 1988(N.A.V.D.'88)
PARCEL B-8
S89042'04"E 72.00'
1lJlr
VACANT 18 9
LANAI
PROPOSED RESIDENCE
MODEL #2265 CR/3CAR
FFE = 22.90
�I L
cov
PROPOSED 26'
Ln
DRIVEWAY M
10, U,E;
S89"42'04-E 72.00
108.00, �_ _ 72.00' _
S89 42'0i; E 537
FD NAIL DISK LB 5610" AMALFI CIRCLE
SITE BENCHMARK "NAIL DISK" NY R/W - 20' ASPHALT ROAD
PAINTED IN ROAD ELEVATION
= 20.91 N,A.V.D. '88
8328 AMALFI CIRCLE
SCALE: 11"=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
ALDI5543@gmail.com (772) 398-4290 .
DATE: 6-26-21
DRAIN: LW\JC
2021-0648
DATE:
REVISIONS
LAST
FIELD DATE: 6-25-21
to: Adams Homes of
FD IRC .
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Florida, Inc.
hereby certify that the survey sho*n hereon is true and correct
nd is based on actual measeurements taken in the field
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PSM 5543
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SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL RF4 SURV