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27
D 1/
ID�
P .�
r, r— FES 13
,.s
DI 2
z
LOCATION OF
PROPOSED
SEPTIC TANKS
I
WELL AREAF
r
l`
15` 0
15
0 45
60
M.
1" = 3a
\7
833.71
633.90
cD
\
630
620
610
-..___
_-.__.
IST.
ROD
HP
AT
STA.
0+
4.2
PROP.
R
AD
C/ff
TSTA.
—0
18.24
.97
1.
4"
RC
_
___
___.
---- ....__.
0
-0
PIP
-
---
-
_—
_.._
NV.
yii.pi
=
61
.26
O
NN'1 cq
r M
Iq r
I N
<O
CD
d' I,
1D D
10 M
D D
CO O
N
D (0
M N
N
10 1D
—0+35 0+00
20 0 2' 4' 6( 80
V=40'
HORIZONTAL 1" = 40'
VERTICAL 1" = 4'
1+00
630
TYPICAL ENTRANCE ROAD SECTION
12" MIN NTS
(TO BE HEAVY DUTY PAVEMENT
)�joBE FROM CLARK RD. TO STA 18+94)
620 s' 30' s' s'
1.5" S 9.5 B
ASPHALT
1" Ft " IT 1 %F1'
t t t
3 3 3
10" ABC STONE 2.5" 1 19.0 C ASPHALT
.••
Cq o FIELD SURVEY INFORMATION OBTAINED FROM ALAMANCE AGGREGATES ON JAN. 9 2018
w EXISTING GROUND PROFILE AT CLARK ROAD AND WETLAND POINTS OBTAINED FROM
ALAMANCE AGGREGATE ON AUGUST 9, 2018
ALL OTHER TOPOGRAPHY OBTAINED FROM GIS
2+00
LaBeRa
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615 St. George Square
Suite 300
Winston-Salem, NC 27103
336-842-4065
C#0430
labellapc.com
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22052
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© 2019 LaBelle Associates
ALAMANCE
AGGREGATES,
.r Threatt, VP
2 3/31/20
NCDEMLR COMMENTS
1
7/19/19
OWNER/NCDEMLR COMMENTS
NO:
DATE:
DESCRIPTION:
REVISIONS
PROJECT NUMBER:
2190335
DRAWN BY:
KCG/ATC/BWS
REVIEWED BY:
PAS
ISSUED FOR:
CONSTRUCTION
DATE:
10/24/18
DRAWING NAME
1 I ;' • I
ROAD DETAILS
DRAWING NUMBER: