15-Snow Camp Plan Sheets-303 ENTRANCE ROAD

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1" = 100' \ '
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EXIST. 12"
I INV. = 610.89
/ I / (BURIED) BOTH ENDS
EXIST. 18" RCP / I
INV. = 610.49 ----------
(BURIED) INV. _
Sk
o f FES 2
/ INV. = 611.79�
EX. EOP / II
ELEV. = 616.09
10' X 70' \ }
SIGHT TRIANGLE
ROCK PIPE k
/ INTLET
/ PROTECTION I /
� I 80' OF 24" RCP �
FES 1
670
r.-IN-11591P
650
• � /
630
620
610
.••
590
580
570
TABLE 1 - CHANNEL DETAILS
DESCRIPTION
CHANNEL DETAIL
REFERENCE
CURLEX TYPE
0
FES 1 TO STA. 6+50
CHANNEL DETAIL 1
CURLEX TYPE I
O2
FES 2 TO STA. 6+50
CHANNEL DETAIL 1
CURLEX TYPE I
O3
ACCESS ROAD (WEST SIDE) FROM STA. 7+00 to 14+00
CHANNEL DETAIL 1
CURLEX TYPE I
®
ACCESS ROAD (EAST SIDE) FROM STA. 8+50 TO 14+00
CHANNEL DETAIL 1
CURLEX TYPE I
O
ACCESS ROAD (EAST SIDE) FROM STA. 17+50 TO 20+00
CHANNEL DETAIL 1
CURLEX TYPE III
©
FROM SKIMMER BASIN #8 TO STREAM BUFFER
CHANNEL DETAIL 3
CLASS I RIP RAP
O
FROM SKIMMER BASIN #11 TO OUTFALL
CHANNEL DETAIL 2
CURLEX TYPE I
®
FROM EXISTING 18" PIPE TO FES 2
CHANNEL DETAIL 4
CURLEX TYPE III
O9
ACCESS ROAD (WEST SIDE) FROM STREAM BUFFER TO 20+00
CHANNEL DETAIL 5
CURLEX TYPE III
10
ACCESS ROAD (EAST SIDE) FROM 18+50 TO STREAM BUFFER
CHANNEL DETAIL 6
CURLEX TYPE III
11
ACCESS ROAD (WEST SIDE) FROM 14+00 TO STREAM BUFFER
CHANNEL DETAIL 7
CURLEX TYPE I
1�
ACCESS ROAD (EAST SIDE) FROM 14+00 TO STREAM BUFFER
CHANNEL DETAIL 8
CURLEX HIGH VELOCITY
N
N
00
r2
rC
00
c0
r�
00
00
O
r�
c0
00
c0
r�
N
W
O
O
O
n
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O
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O
O
O
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C0
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N
rn
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N
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O
M
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N
N
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O
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r7
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11:
c0
N
O
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c0
N
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r7
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00
O
N
N
M
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10
r-:
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00
O
N
N
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r9
10
—
00
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m
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N
N
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N
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00
O
O
N
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N
N
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O
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N
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00
(.0r7
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00
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N
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4
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00
r,
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N
N
N
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N
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N')
N
N
N
N
N
N
N
N
N
N
N
O
O
O
O
O
0,O
0,0
0
O
O
0
0
CO
CO
CO
CO
CO
CO
CO
(0
CO
CO
CO
(0
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CD
CO
CO
CO
CD
CO
CO
CO
CO
CO
CO
CO
CD
CO
CO
(0
CD
CO
C0
CO
CO
CO
CO
(0
CO
(0
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
Ln
CO
Ln
CO
CO
CO
CD
(0
670
• • /
650
630
620
610
.••
590
580
570
-0+35+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 1 6+00 17+00 18+00 18+94.45
I
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SKIMMER BASIN # 26
g
CHANNEL DETAIL 1
NTS
_T7
i
8' WIDTH OF CURLEX
EXCELSIOR MATTING AS
LISTED IN TABLE 1 OR
APPROVED EQUIVALENT
1 1
3 3
2'
CHANNEL DETAIL 2
NTS
8' WIDTH OF CURLEX
EXCELSIOR MATTING AS
LISTED IN TABLE 1 OR
APPROVED EQUIVALENT
1 1
2 2
CHANNEL DETAIL 3
NTS
CHANNEL DETAIL 4
NTS
8' WIDTH OF CURLEX
EXCELSIOR MATTING AS
LISTED IN TABLE 1 OR
APPROVED EQUIVALENT
1
2
1
2
50 0 50 100 150 200
HORIZONTAL 1" = 100'
VERTICAL 1" = 10'
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© 2019 LaBella Associates
ALAMANCE
AGGREGATES, LLC
Mr. Chad Threatt, VP
Snow Camp Mine
NO: DATE: DESCRIPTION:
REVISIONS
PROJECT NUMBER:
2190335
DRAWN BY:
KCG/ATC
REVIEWED BY: PAS
ISSUED FOR:
REVIEW
DATE:
5/8/19
DRAWING NAME:
ENTRANCE ROAD
PLAN AND PROFILE
DRAWING NUMBER:
C303