HomeMy WebLinkAboutSurvey Wiley 3307 Avenue JNOTE: THE EXPECTED USE OF THE SURVEY
AND MAP IS RESIDENTIAL.
NOTE: ALL MEASUREMENTS ARE IN
ACCORDANCE WITH THE UNITED STATES
STANDARD IN U.S. SURVEY FEET.
SCALE1" = 20,
NOTE: ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS
BY OTHER THAT THE SIGNING PARTY OR PARTIES IS PROH(81TED
WITH WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
WATER METER
FENCE CORNER POSTIS
0.6' NORTH AND 0.5' WEST ELECTRIC S€R41C€
OF PROPERTY CORNER---�..._„_�`�a
""----•--.
FENCE END POST IS
0.8' NORTH AND 0.4' EAST
OF PROPERTY CORNER
FENCE END POST IS
0.9' SOUTH AND 0.7' WEST
_
OF PROPERTY CORNER
DIRT DRIVE
rg
15.57'
S 9.00' O/S
m 0 p
AVENUE $sit$
(50.00' WIDE RIGHT-OF-WAY)
DIRT DRIVE / (BASIS OF BEARINGS)
CONCRETE ,PII(! N 89'47'37" E (M)
LLAR 120.00' (C) AND (M)
6' HIGH WOODEN
W 'i r-
� r
FENCE
i
O 15.66Q
'
FENCE END POST
O/S
38 0/S
IS 0.2' EAST OF
/S
PROPERTY LINE
-
X XU)
�
w
WOOD
M
.45' DE 1.35' C4
Zo
0 I 8.60'
°per'
3OJp- i
a
Z
>-mmN 4
M
�Qz
LOT 7�r
T
LOT
t.45"
BLOCK 43
O/S
BLOCK 43
08s O/S
LOT 6
WOOD
DECK
BLOCK 43
30.00'
6' HIGH WOODEN FENCE
IS 132.3 FEET LONG
0
WOODh
f�
DECK
DECK
6,52' 13.42'
-tS
0/ 0/S
IFENCE CORNER POST"
z cs
0.8' NORTH AND 1.1' EAST.
OF PROPERTY CORNER
¢ 12.69'
FENCE END POST IS
.25'
/ 12.91'
0.0' NORTH AND 0.2' EAST
o ` .. f O/S
OF PROPERTY CORNER
{
4' HIGH CHAIN LINK
FENCE
S 89'45'53" W (M)
30.00' (C) 29.99' (M)
LOT 11
BLOCK 43 ,i
FENCE CORNER POST IS
0.2' NORTH AND 0.3' WEST J
OF PROPERTY CORNER 1/
FENCE CORNER POSTIS
5.8' SOUTH AND 0.5' EAST
OF PROPERTY CORNER
ELEVATIONS BASED ON ASSUMED AND SHOWN THUS
FLOOD ELEVATION INFORMATION
MAP NUMBER 12111CO178 J DATE OF FIRM FEBRUARY 16, 2012
COMMUNITY NUMBER 120285 PANEL 0178
FIRM ZONE X SUFFIX J
OF
FOUND 5/8" IRON
S 89'47'37" W (P) 210.01' (P)
S 89'47'37" W (M) 210.0V (M)
4' HIGH CHAIN
LINK FENCE
.N
cn
FOUND 5/8" IRON PIPE
i2
CONCRETE
p
CONCRETE
0.54' SOUTH AND 0.69' EAST
PILLAR O
PILLAR
OFF PROPERTY CORNER
FENCE END POSTIS
1.2' SOUTH AND 0.4' EAST OF
z
r PROPERTY CORNER
COVERED CONCRETE
1''' FENCE END POST IS
PORCH
1.4' SOUTH AND 0.4' EAST OF
8 'r 8.83 a 8
PROPERTY CORNER
w 2
_ „> �„
15.06' O/S
1 STORY CONCRETE BLOCK AND
WOOD FRAME STRUCTURE
ON CONCRETE SLAB
65.04'
~CONCRETE
A/C SCAB
`COVERED
WOOD DECK
60.00' d
LOT 5
-WOOD DECK
ALUMINUM {}
/_ SHED 1
� O L
t3.
�p O
53" W (C.F.T.) 120.00'
6' HIGH WOODEN FENCE
IS 85.6 FEET LONG
LOT 12
BLOCK 43
FENCE CORNER POST IS
1.1' NORTH AND 1.4' EAST
OF PROPERTY CORNER
FENCE CORNER POSTIS
4.7' SOUTH AND 1.5' EAST
OF PROPERTY CORNER
BENCHMARK REFERENCE:
R 4- P
L
8
,...��.._.....6' HIGH WOODEN FENCE
N
n
4
IS 64.3 FEET LONG
°0
N
x
Lo
00
ENCE CORNER POST
4.82'
IS 1.9' WEST OF
XPROPERTY
LINE
FENCE.END-POST
IS 0.6' WESTOF
PROPERTY LINE
tow
4' HIGH CHAIN LINK FENCE
30.00,IS
74.0 FEET LONG
LOT -OCK
43
LOT 4
HIGH WOODEN FENCE
x
IS 73.9 FEET LONG
32.98' O/S
I
SET 5/8" IRON REBAR WITH CAP
ALUMINUM
ROLLINS PLS 4945 ON A
SHED
3.00' OFFSET WEST ON
rn
x
PROPERTY LINE
N 0
12' WIDE ALLEY
119.96' (C.F.T.}xx
RIGHT-OF-WAY
4' HIGH CHAIN LINK FENCE
IS 88.8 FEET LONG
LOT 13
BLOCK 43
FENCE CORNER POSTIS
5.8' SOUTH AND 0.7' WEST
OF CALCULATED
\ PROPERTY CORNER
FENCE CORNER POSTIS
5.7' SOUTH AND 2.8' WEST
OF CALCULATED
PROPERTY CORNER
LEGEND:
p
= SET 5/8' IRON RE6AR WITH
CAP ROLLINS P.L.S. NUMBER 4945
0
= SET MAO NAIL IN DISK ROLLINS
P.L.S. NUMBER 4945
41*
= FIRE HYDRANT
®
= WATER METER
0
= CONCRETE POWER POLE
--
= ANCHOR AND GUY WIRE
_
= OVERHEAD WIRES
--
= NOT TO SCALE
-- X --
= FENCEUNE
0
= ALUMINUM LIGHT POST
ON CONCRETE BASE
IM
= TELEPHONE SERVICE
M
= CABLE TELEVISION SERVICE
r e r
THE WEST HALF OF LOT 4 AND ALL OF LOT 5, BLOCK 43
OF PLAT NO. 3 OF SUNLAND GARDENS, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(S) 67,
OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
TOGETHER WITH:
THE EAST HALF OF LOT 6, BLOCK 43 OF PLAT NO. 3 OF
SUNLAND GARDENS, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 9, PAGE(S) 67, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
i-
A/C = AIR CONDITIONER
ED Q
W
C) = CALCULATED
3
C.F.T.) = CALCULATED FROM TRAVERSE
ILI`�
= CENTERLINE
vj
C.L.S.= CONSTRUCTION LAYOUT SURVEY
E/P = EDGE OF PAVEMENT
EL, = ELEVATION
FIRM = FLOOD INSURANCE RATE MAPS
n uj
(M) = MEASURED
N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL
_
DATUM OF 1988.
o
N.G.V.D. OF 1929 = NATIONAL GEODETIC VERTICAL
0 0
DATUM OF 1929.
N.T.S. = NOT TO SCALE
O/S = OFFSET
P.C.P. = PERMANENT CONTROL POINT
(P) = PLAT
NOTE: THE BEARINGS ARE BASED ON THE SOUTH
LINE OF AVENUE J AND THE NORTH LINE OF BLOCK
43, PLAT NO. 3 OF SUNLAND GARDENS (SEE LEGAL
DESCRIPTION), ON GRID NORTH FLORIDA EAST NAD83
PROJECTION. WHICH BEARS NORTH 89`47'37" EAST
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF-WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4) BUILDING TIES ARE 90` OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
DATE OF LAST FIELD WORK: 12/18/2019
PLOT DATE AND TIME: 09/02/2020 10:55 AM EST
LOT SQUARE FOOTAGE: 0.369± ACRE
SCALE: 1" = 20'
CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
CERTIFY TO:
1) ROBERT J. WILEY, JR. AND DESSIREE WILEY
2) DAVID CLEVELAND
I HEREBY CERTIFY THAT THE SURVEY
SHOWN HEREON COMPLIES WITH STANDARDS
OF PRACTICE FOR SURVEYS AS CONTAINED
IN CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO
SECTION 472.027, FLORIDA STATUTES.
ROLAND _E: 'ROLLINS DATE 0 SIGN TURE
PROFESSIONAL LANES SURVEYOR
FLORIDA: REGISTRATION NQMBER 4945
NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGGNAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.