HomeMy WebLinkAboutBoundary SurveyBOUNDARY SURVEY
LEGAL DESCRIPTION:
(Supplied by Client)
LOT 19, 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.
ABBREVIATIONS: BAR ��II
TH
YELLO CAP 1yiARKEDREPSM5543"
FD = FOUND 5/8 IRON REBAR
R. /W ,)LIGHT OF WAY
tyl tyIEASURED
P = PLATTED
C = CALCULATED
= RADIUS.OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FIFE = FINISHED FLOOR ELEV�ITION
OH -OH -OH- = OVERHEAD PS
X-X-X- = CHAINLINK FENCE
-❑-o-a= PLASTIC FENCE
0-0-0- = MOOD FENCE
CONC. = CONCRETE
C.P. = CONCRETE PAD
Cov.= COVERED
�ATERoS POWER FPL
® ETE POLE BOX
LIGHT SEWER CLEAN FIRE
POLE ® VALVE OUT *HYDRANT
FD IRC
"PSM 6330"
RECEIVED
APR 0 6 2022
St. Ucie County
44
0
w
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00
p'bY4bittlnd
12-
ooWN
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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 SHO�JN.
4. THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAPB
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
LOT 19 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,
1vU AND DRAINAGE PROPOSED x,�oti = EXISTING ELEVATION
'y = PROPOSED ELEVATION
ALL ELEVATIONS SHOWN HEREON ARE
BASED ON NORTH AMERICAN VERTICAL
DATUM OF 1988(N.A.V.D.'88)
PARCEL B-8
S89"42'04"E 72.00'
cd
LOT 19 C14
FORM BOARDS
F.F.E.= 22.80
PROPOSED F.F.E.=22.50
cn
FD IRC
"PSM 633.0"
O
O
0 0
N w
00
N
W NON
� ~Oa
ax
II
—IQ
LL-
0
O Q
O >
" FD IRC 10' U.E. RFD IRC
PSM 6330 20.0 m PSM 6330
y0,7 .4 PROPOSED 4 SIDEWALK I20.a
o� S89"42'04' E 72.00' Lo
x �;
N N
�'-'-'JI180.00' 72.00' ��\ 285.23'
B — — � ir•-•-•-O
FD NAIL DISK do S89'42'04"E 537.23' NdT FD
"LB 5610" AMALFI CIRCLE
SITE BENCHMARK "NAIL DISK" 50' R/W - 20' ASPHALT ROAD
PAINTED IN ROAD ELEVATION
= 20.91 N.A.V.D. '88
8324 AMALFI CIRCLE
SCALE: 1"=30'
Atlantic Land Designs
Of the Treasure Coast, LB7468
F54 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: 6-26-21
DRAIN: LEI\JC
2021-0647
DATE:
REVISIONS
3 30 22
FOR BOARD TIE I
LAST FIELD DATE: 3/30/22
Certified to: Adams Homes of Northwest Florida, Inc,
BP# 2108-0590
(321) 751-1530
I hereby COift' that the survey sho*n hereon is true and correct
and is boson actual measeurements taken in the field.
t1q,
Dlg[.11y Mgned bylames A. QftJ1
Jaks.Ce iro Jr_ `TCalnc.oµ emlaH-ALD5%3@gmall.wO C U5
Datr.301]A4.05143538-0'00'
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL 01