X X X X - LoopNet
Transcript of X X X X - LoopNet
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Approxim
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L.L.
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1
Dekalb C
ounty Line
Approximate Land Lot Line &
County Line
Clayton C
ounty Line
25' State Waters Buffer each
side of creek measured from
top of bank
Centerline of Conley
Creek is Property Line
High voltage electric
and chain link fence
High voltage electric
and chain link fence
N03° 48' 24"E 1466.21'
S03° 27' 20"W
738.79'
N89° 34' 14"W 692.52'
1
2
" rbf
a
x
l
e
axle
axle
axle
2" otp
Sanitary Sewer
Easement
Sanitary Sewer
Easement
1
2
"
r
b
f
Sanitary Sewer
Easement
Approximate 100
Year Floodplain
(field located)
Approximate 100
Year Floodplain
(field located)
L
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2
" rbs
Chain link fence
C
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C
2
C
3
Approximate 100
Year Floodplain
(field located)
Approximate 100
Year Floodplain
(field located)
S
4
6
°
0
8
'
0
3
"
E
7
3
3
.
2
'
+
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-
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L
3
Fence over 3.5'
Fence over 5.3'
N89° 32' 33"E 463.14'
S
5
1
°
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1
'
4
6
"
W
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1
0
.
5
2
'
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i
e
L
i
n
e
1
2
" rbf
1
2
" rbf online
under axle
Line Table
Line #
L1
L2
L3
Direction
S76° 09' 06"E
S18° 29' 46"E
S23° 01' 28"E
Length
49.70'
128.60'
254.54'
Curve Table
Curve #
C1
C2
C3
Length
221.66'
344.60'
187.14'
Radius
1643.90'
31195.25'
1328.44'
Bearing
S50° 04' 57"W
S53° 37' 43"W
S50° 05' 12"W
Chord
221.49'
344.59'
186.98'
5
4
3
.
2
4
'
5
9
1
.
6
'
+
/
-
Fence over 6.5'
Approxim
ate Land Lot Line
L.L.
242
L.L.
243
L.L.
15
Tract II
1,321,083 Sq. Ft.
30.328 Acres
17.01 Acres out of Flood
Tract I
541,214 Sq. Ft.
12.425 Acres
9.82 Acres out of Flood
4
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.
3
'
+
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°
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'
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'
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'
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"
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8
.
5
5
'
N03° 48' 24"E 1290.44'
P
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#
2
3
.
0 50 100 200
GRAPHIC SCALE 1"= 100'
Vicinity Map
(NOT TO SCALE)
This Box reserved for the Clerk of the Superior Courts.
This survey does not constitute a title search by surveyor. All
information regarding record easements, adjoiners and other
documents that might affect the quality of title to tract shown
were not supplied to this office.
Declaration is made to original purchaser of the survey. Any
use by third parties is at their own risk. Survey is valid only
if print has original seal and original signature of surveyor.
Closure Data
Field closure=1'IN 10,000+
Angle point error=< 20"
Equipment used=Topcon 3005W,
Sokkia SX, & Topcon hyper GA GPS System
adjustment method=Compass rule
Plat closure=1'IN 100,000+
S
I
T
E
LEGEND:
OTP=OPEN TOP PIPE
RBF=REBAR FOUND
RBS=REBAR SET
R/W=RIGHT OF WAY
L.L.=LAND LOT
MFFE=MINIMUM FINISHED FLOOR ELEVATION
A.E.=ACCESS EASEMENT
D.E.=DRAINAGE EASEMENT
S/W=SIDEWALK
U.E.=UTILITY EASEMENT
P.O.B.=POINT OF BEGINNING
B/L=BUILDING LINE
D.E.=DRAINAGE EASEMENT
N/F=NOW OR FORMERLY
F.W.P.D.=FIELD WORK PERFORMED DATE
=GAS VALVE
=WATER METER
=UTILITY POLE
=DROP INLET
=FIRE HYDRANT
=WATER VALVE
=LIGHT POLE
=FENCE
=DRAINAGE MANHOLE
=SANITARY SEWER
=WATER EASEMENT
=DRAINAGE EASEMENT
=SANITARY SEWER EASEMENT
S
x
w
Grid N
orth
In my opinion a portion of this property appears
to lie within a 100 year flood plain according to
F.I.R.M. #13063C0039F Dated 06/07/2017.
Declaration is made to original purchaser of the survey. Any
use by third parties is at their own risk. Survey is valid only
if print has original seal and original signature of surveyor.
Richard Kerns Truck Parts, Inc.
Profit Sharing Plan
Prepared For:
Rock Cut Road & Conley Road
Date:
09/26/17
17-178
Job #:
Scale:1" = 100'
F.W.P.D.:09/26/17
Drawn By:
JCB
Reviewed By:
RTG
Sheet:1 of 1
SURVEYING
FOUR CORNERS
N
W
4
S
E
P.O. BOX 15 Tyrone, GA 30290 770-560-3910 & 770-823-9377
D.B. 1198 559
Plat/Deed Book
Page:
D.B. 1252 40
Preliminary Plat
For Review
O
NLY
For Review
O
NLY