Paisley Park Site Plans_20160831_000118" CMC FIL R
END SECTI
INV. 961.51
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175 18 CMP---
9060%
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SCALE 1"=40'
CONSTRUCT
SWALE
311 GAS MAIN -EXACT
-
LOCATION TO BE FIELD
VERIFIED
q ,, 4
VERIFY DEPTH PRIOR 1 O
CONSTRUCTION 81 LOWER
EXISTING 12" WM W/4-450-
BENDS
/4-45°BENDS MAINTAIN x(,
7.5' COVER OR INSULATE
DEPENDENT ON DEPTH OF
COVER TO BE COORDINATED
WITH THE CITY OF CHANFU
STORM SEWER CASTING SCHEDULE
NEENAH OR APPROVED EQUAL
R -3250-B R-2571 -B R - 1733
CB I CB 3 SSMH I
CB 2 CB 5
CB 4 CB 6
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BEI2 CONCRETE CURB & GUTTER DETA I L
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Pipe
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4'-0"Max.
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SECTION A -A
P.EINFORCING:
Single line steel wire fabric having 4O 8" poured concrete base.
an area of not less than 0.12 sq.in.
per foot of height.
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DESIGN G
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CATCH BASIN DETAIL
TABLE OF QUANTITIES
DIAM.
RIPRAP
12" DEPTH
FILTER
BLANKET
6"DEPTH
RIPRAP
18" DEPTH
FILTER
BLANKET
9"DEPTH
ROUND
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TYPE 1
CLASS B
TYPE 2
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ai o E
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CU. YD.
CU. YD.
CU. YD.
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0.9
2.6
1.3
15"
2.3
1.2
3.5
1.8
1'11
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1.5
4.4
2.2
21
3.7
1.9
5.6
2.8
24"
4.6
2.3
6.9
3.5
27"
5.5
2.8
8.3
4.2
6.6
3.3
9.9
5.0
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5"
8.8
4.4
13.2
6.6
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10.9
5.5
16.4
8.2
48
13.4
6.7
20.1
10.1
54"
15.8
7.9
23.7
11.9
60"
18.4
9.2
27.6
13.8
66"
21.6
10.8
32.4
16.2
72"
24.9
12.5
37.4
18.7
84"
32.0
16.0
48.0
24.0
90"
36.4
18.2
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BOTO DESIGN PROD. NO. 85072
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