HomeMy WebLinkAboutSurvey, finalBOUNDARY SUFZ\/EY
e—LEGAL DESCRIPTION:
(Supplied by Client)
LOT 46 IN BLOCK 50, INDIAN RIVER
ESTATES UNIT 7, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK
10, PAGE 75, OF THE PUBLIC RECORDS OF
ST, LUCIE COUNTY, FLORIDA.
ABBREVIATIONS:
SET = SET 5/8" IRON REBAR WITH
YELLOW CAP BARKED "PSM5543
FD = FOUND 5/8 IRON REBAR
R/W = RIGHT OF WAY
MEASURED
P = PLATTED
C = CALCULATED
M
= 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
-0-0-a = PLASTIC FENCE
0-0-0- = WOOD FENCE
CONC. = CONCRETE
C.P.= CONCRETE PAD
COV.= COVERED
91 G�PpF
12.59' 11.5'
A - A (NOT TO SCALE) x\o3
SURVEYORS NOTES:
M 1, UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON,
2, ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE SHOWN,
0 3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS
OTHERWISE SHOWN.
4, THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAP#
12111CO281 J DATED: 2-16-12.
5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
N AND IS PROVIDED AS A COURTESY, THE FLOOD ZONE SHOULD BE VERIFIED
s BY A DETERMINATION AGENCY.+
6, BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OF
BIRCH DRIVE AS BEING N00'00-00"E ACCORDING TO THE PLAT
DESCRIBED HEREON.
7, P,U,D.E. DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMENT,
= U,E, DENOTES UTILITY EASEMENT,
0 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
CITY WATER THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT.
FINAL AS BUILT SURVEY WITH TOPO
= DRAINAGE *1'= EXISTING ELEVATION
ALL ELEVATIONS SHOWN HEREON ARE BASED ON
NORTH AMERICAN VERTICAL DATUM OF 1988(N,A,V,D,'88) �o
LOT 45 BLOCK 50
FFE = 19.18
\eti
SET, W*00'001 125.00 \�� sEr
x42.98' x\0� `� \�ti \oe `� \�� 25,28'
\oti
x\y�
Q 56, 74'
x
t2
1 STORY CONC, BLOCK
2.11'
F,F,E. = 19.03
10.
00'
5.3(
C
N
3.27' 4.64'
CD
Y 0
A x\fib
33.03' 9.99' n
Car
o x\0
U N
o
rn
3.90
IM II
W
N ii
hx O
x\Ir O
x\ql x\�� x
51.97'
\�°. O
\�L
\�\x
0
�
DRAINFIELD
z
L J
o
0
x
LO
x\O
CORNER \a�
125.00nrrl fpfpn x
ILK
TER `1" o W*00'001
xti CATCH
BASIN
0
0
0
� h
125,00'
'I�30 00'
F1
II —
46ti6
FD NAIL
DISK
CONC.
C' DRIVEWAY
112
A
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OI I
01 1
0
o
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I
x\0
CD
a
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CD
CS! _
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SET
/ I
FD IRON
ROD
REVISION - 3/1/21 REVISE PER COUNTY COMMENTS 80' R/W - 20' ASPHALT ROAD SITE BENCHMARK "x" PAINTED f
REVISION - 2/19/21 -FINAL TOPO IN ROAD ELEVATION = 16,40—
REVISION - 5/27/20 - FORM BOARD TIE IN HOWARD STREET ,A, A '88
5313 BIRCH DRIVE
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: 8-2 — 1 9
DRAWN: SW\JC
2019-0638
DATE:
REVISIONS
12/22/19
PLOT PLAN
2/26/20
adjust FFE to health department
1-1 LAST FIELD DATE:2/12/21
Cert i f ied to: David Ricardo & Paulett Vorie Jackson
Mortgoge blasters Group
Westcor Land Title Insurance
Starfish Title Aqency, LLC
I hereby certify that the survey shown hereon is true and correct
and is based on actual measurements token in the field.
�gglrtcgr
(::::PSM 5543
l
Digitally signed by James A. Cesiro Jr.
James A. Cesiro Jr, of:!, TC, mes A.Ce ail JALDAtlantic Land Designs
Date
02Inc.,ou,ema111ALD5543@gmail.com, -US
Date:2021.03.0205:43:11-OS'00' STATE OF
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC oaioP
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL FD suav Yi'