HomeMy WebLinkAboutFinal Survey (2)BOUNDARY SUFZ\/EY
LEGAL DESCRIPTION:
(Supplied by Client)
THE EAST 97.23 FEET OF THE WEST 316,69 FEET OF
THE NORTH 115 FEET OF OUTLOT NO, 223 OF SHEEN'S
MAP OF WHITE CITY (SAID LOT 223 OF WHITE CITY
BEING OTHERWISE DESCRIBED AS THE SW 1/4 OF THE
SE 1/4 OF THE SE 1/4 OF SECTION 0, TOWNSHIP 36
SOUTH, RANGE 40 EAST) THE TRACT HEREBY CONVEYED
BEING OTHERWISE DESCRIBED AS LOT 3 BLOW 3, OF
BROONE-TIOGA SUBDIVISION (A SUBDIVISION OF LOTS
222 AND 223, OF WHITE CITY, AS PER SHEENS MAP
ABOVE) AN UNRECORDED PLAT, SHEENS MAP OF WHITE
CITY BEING RECORDED IN PLAT BOOK 1 PAGE 23,
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA,
ABBREVIATIONS:
SET = SET 5/8" IRON REBAR WITH
YELLOW CAP ARKED "PSP5543
FD = FOUND 5/8 IRON REBAR
RIGHT OF I
M/W = MEASURED WAY
P = PLATTED
C = CALCULATED
= RADIUS OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FFE = FINISHED FLOOR ELEVATION
OH -OH -OH- = OVERHEAD WIRES
X-X-X- = CHAINLINK FENCE
-0-CI-0= PLASTIC FENCE
0-0-0- = WOOD FENCE
CONC. = CONCRETE
C.P.= CONCRETE PAD
Coy.= COVERED
® DETER ATER ® POLVE R BOX ELECTRIC
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#
12111CO277 K DATED: 2-19-20.
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 CENTER LINE OF
CORAL STREET AS BEING S89'57'58"E AND IS ASSUMED FOR
COMPUTATIONAL PURPOSES,
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 DRIVEWAY
CONSTRUCTION, ACCURACY=1 FOOT IN 7,500 FEET OR BETTER,
9. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN
SHE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT,
ALL ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A,V,D,'88)
DRAINAGE PLAN
= DRA I NAGE
TAX PARCEL: 3409-442-0010-000-5
S 89°5758" E
97,23'
PL STI
SHED
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N
CONC,
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DRIVE
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x
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ul
26,37'
20,85'
CN
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0
-
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CD F.F.E. = 7,48
,P,
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0 22.42' o
o
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7,71
16.90' M
25,90'
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o
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rm
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z
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EXISTING ELEVATION
x�oti = PROPOSED ELEVATION
—1,51'
x�h x1.
Z
O
x`Oy 000
—1,57' Cs1
—5.57'
0
xp O x0
O
5.17'
1,26'
T
11 o
cN
V
w I
CT
0
N
10x I
O
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0
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O
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00
1" IRON PIPE FOUND
CATCH BASIN^ f ff c� m o �c p1 Q`
xh� S89x57 58 E � .23 *'u xao
TOTO®EVATION = 4,80 CULVERT
_a �o
�� � a1
1-
50' R,O,W, - 13,7' ASPHALT ROAD x1h
SITE BENCHMARK X PAINTED �
x� IN ROAD ELEVATION = 7.38 ,1R
CORAL STREET N,A,V.D.-88
1050 CORAL STREET
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 /3/2 1
DRAWN: JC
2020-0998
DATE:
REVISIONS
2/15/21
FINAL CONC DRIVE LOCATION
LAST FIELD DATE:2/4/21
Certified to: BILLY HANKINS
I hereby certify that the survey shown hereon is true and correct
and is based on actual measurements taken in the field.
PSM 5543
Digitally signed by James A. Cesiro Jr.
DN. cn=James A. Cesiro Jr., o=Atlantic Land Designz o!
James A. Cesiro Jr. the TC, Inc., o,, ema0=ALD5543@gmai1.com, c=US
Date: 2021.02.17 06:51:52-05'00' STATE OF
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC F OR
aP
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL FD suavEYi'
PIPE