HomeMy WebLinkAboutSDP201100013 Plan - Approved Final Site Plan and Comps. 2016-07-261 Pre aced b AML
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Design Year: 10 Project: Btoc1..,3 Job #: P Y
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END
SECTION DIMENSIONS
PIPE DIAMETER
A
B
C D E
12"
4"
2'-0"
2"-0"
1 W-0"
2'-0"
15"
6",
21-3,"
11-91,
4"_0",
2,-6"
181,
r
2"-3"
11-81,
4,-0,"
3`0 "
2T
91 "
T-11"
T-1,"
51-0.1
3'_6"
24"
9 ",
T-711
T-6"
6"-1"
4'-0"
27"
10
4'-0"
21-V
V-1"
4'-6"
30"
11-0"1
4'-6"
T-7
6'-1 "
51-0"
33"
1'4/2"
4"-101
T-31 "
T-1 "
5'-6"
36"
1'-3"
5'-3"
1 2'-10 "
8'-1 "
6'-01,
42"
11-91.
5'-3"
T-11"
6'-2"
6'-6"
48"
T-0"
6'-0"
T-2"
8'-2"
T-0"
54"
T-3,1
5"-5"
T-91 "
8"-21- _ _...
T-V
60"
2'-11"'
5'-0"
T-3"°
8'-3"
8'-01,
END SECTION DIMENSIONS
PIPE DIAMETER
A
B
C
D
E
12"
4"
2'-0"
4'-l"
6'-11,
T-0"
15.$
61"
2'-3"
3'-10"
61-11.
2,-6„
181,
9"
T-3"
3'-10"
6'-1"
T-0"
21"
9""
T-11"
3"-2"
61_11,
3°-6"
2411
101,
3'-7"
21-8"
6'-3"
4'-011
27"
10
4'-0"
T-1
6'-11 '"
4'-6"
30"'
1"-0„
41-611
1'-7 4"
61-1 "
51-01"
33"
1'-1
4'-101 "'
3'-3 4"
8'-1 "
5'-6"
36"
T-3'"
5'-3"
2'-10
8'-1 ,"
6,-0„
42"
1'-9'°
5'-3"
T-11"
8'-2"
6'-6"
48"
T-0"
61-0i,
2,-2„
V-2"
T-0,"
54"
2'-3"
5'-5"'
2"-1111
8'-4"
7'-6"
60.1
2'-6"
5'-01'
3'-3 "
8'-3"
81-01,
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PIPE /
-- STORM SEINER DESIGN ICOIV1PlliA1"10N5 _ DESIGNED By AVlt„ 11/5/2015
- �, LIMITS OF
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INVERT IN=689.50 DISTURBANCE Q ;`
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AREA RUN- INLET RAIN RUN- FULL INVERT OUT=689.15 RUN- ` O
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f
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6.1
3.4
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1 0.2
0.061
30
0.05
1 0.1.6
6.1
3.4
20.9
0.2
0.06
36
0.05
0.16
4.4
3.6
16.1
0.2
0.07
83
0.13
0.25
1.4
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10.1
0.8
0.271
65
0.43
0.75
2.3
1.9
4.43
0.1
0.02
14
0
0.04
0.9
3.3
1 3.01
0.2
0.06
40
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0.14
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PROPOSED
0.081
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OUTFALL TO POND INVERT IN=689.50
LENGTH=7' INVERT OUT=689.15
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DEPTH=2' ES-1 AT PIPE OUTLE
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SCOTT R. COLLINSZ
Lic. No. 035791
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Max Depth (feet)
Easement Width Required (feet)
Easement Width Provided (feet)
1
18
12.0
27.5
28
3
18
11.9
27.3
28
5
18
11.3
26.1
26.5
29
1.8
11.1
25.7
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31
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26.3
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