C305 Entr Rd & Parking (1)

k\ SKIMMER BASIN #18/_
\ k\ S.D.O. #18
� k
\ \ \X\ INV. = 610.89
EXIST.~12" RCP k\k
BOTH ENDS BUR\ ��— w ^\ \kY
\.
INV. = 610.89
(BURIED) \
FES 2
INV. = 611.79
EXIST. 18 RCP CLASS I RIPRAP
6'Wx14'Lx2O'W 27" THICK
WITH NCDOT TYPE 2
FABRIC UNDERNEATH -0
f INV. = 610.49
(BURIED)
/R20'
r-
r,.
EX. EDP
ELEV. 616.09
r
20 0 zo 40 60 so \
V=40' �\
630
i�
610
E>
Ali
IST.
S
ROD
6-1-6
A.
0-1
0+
P
4.2
—
--
RO
. R
AD
C/I.
TETA.
—0i
18.
4
--
tT9
4"
NV.
RC
=
11.
1
LEV.
=
61
3.26
O
Ob
M
to
I
IN
M
q
r
N
fD
d'
n
(0
0)
N
O
0>
N
CN
Cq
t0
f0
t0
U)
c0
t0
U1
—0+35 0+00
20 0 20 40 60 BO
f I I I I I
1" = 40'
HORIZONTAL 1" = 40'
VERTICAL V = 4'
2
1
Lz13 LaBe
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615 St. George Square
Suite 300
Winston-Salem, NC 27103
336-842-4065
C#0430
IBUSH RD labellapc.com
awe
80' OF 24" RCP/
�k\ i 'INV. 612.59�
\k
\x
C� R/W P�R B/9r� SURaVEY
60 0 D \` \ x\Al /
(/C
ROCK PIPE
INTLET \\
10' X 70' PROTECTION O'
SIGHT TRIANGLE `
630
r_j;Z&wJ
610
. I •
O
N
1+00 2+00
72' MIN
10' ABC STONE
TYPICAL ENTRANCE ROAD SECTION
NIS
(TO BE HEAVY DLTTY PAVEMENT
FROM CLARK RD. TO STA 18+94)
— 30' 66'
1.5" S 9.5 B
ASPHALT
1 %Fr
3
—10" ABC STONE 2.5" 1 19.0 C ASPHALT
FIELD SURVEY INFORMATION OBTAINED FROM ALAMANCE AGGREGATES ON JAN. 9 2018
EXISTING GROUND PROFILE AT CLARK ROAD AND WETLAND POINTS OBTAINED FROM
ALAMANCE AGGREGATE ON AUGUST 9, 2018
ALL OTHER TOPOGRAPHY' OBTAINED FROM GIS
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i A'�'VGINE.
�.qG�.i.•. STIS
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T
I
© 2019 LaBella Associates
ti 1' ,111
La
?rship.
1
7/19/19
OWNER/NCDEMLR COMMENTS
N0:
DATE:
DESCRIPTION:
REVISIONS
�
PROJECT NUMBER:
2190335
DRAWN BY:
KCG/ATC
REVIEWED BY:
PAS
ISSUED FOR:
CONSTRUCTION
DATE: 10/24/18
DRAWING NAME:
DRAWING NUMBER: