C800 Construction Details-C801DA
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S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
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C801
LABELED "DUMP NO WASTE".
NOTE: ALL CASTINGS SHALL BE*NOTE TO CONTRACTOR:
THE CITY OF CARMEL REQUIRES
DOUBLE WALL HANCOR HI-Q SSD
PIPE OR EQUAL TO BE USED.
1.
2.
NOTES:
The storm sewer system shall be constructed per design specified and as approved by the City of
Carmel on the final approved construction plans. Deviations from the approved design shall only
be permitted due to special circumstances or difficulty during construction and will require prior
field approval from a designated representative of the City of Carmel in addition to supplemental
approval by the design engineer. An explanation of any such deviation shall be included as a
requirement on as-built/record drawings submitted for release of performance guarantees. Approved
design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow
capacity) shall require as-built certification at the time of construction, prior to backfilling the pipe.
The contractor is instructed to as-built each section of storm pipe as it is being installed to ensure
compliance with the design plans and as approved by the City of Carmel.
All storm sewers shall be constructed with reinforced concrete pipe Class III or as noted and
conform to A.S.T.M. C-76 or latest revision. All manholes shall be precast concrete construction in
accordance with State of Indiana Specifications and shall have Type "A" cast iron ring and cover.
A
PRECAST CONCRETE END
SECTION DETAIL
APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76.
NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH
SECTION A-A
SECTION B-B
VERTICAL FLARE
HORIZONTAL FLARE
R-2
"A""A"
"B"
"B"
DIA.E
WALL
D
SKIRT
(GROOVE-OUTLET END)
(TONGUE-INLET END)
WA
L
L
DIA.
WALL 0.0704'
DIA.+1
BC
WALL
1/32 TAPER PER
INCH PER SIDE.
R-
1
DIA
.
1 1/2"R
DIA
.
1 1/2"R
R-
1
6
6 1/2
5
5 1/2
4 1/2
3 3/4
3 1/4
3 1/2
SKIRT
3 1/2
3 1/2
4
4
4 1/2
4 1/2
5
5 1/2
5 1/2
5 1/2
5 3/4
6 3/4
7 1/4
7 3/4
8 1/2
9
6 1/4
R-2
9
11
12
13
14
14 1/2
15
17 1/2
20
22
22
24
24
24
24
24
24
R-1
10 1/16
12 1/2
15 1/2
16 1/8
16 11/16
17 3/4
18 5/16
23 3/4
24 1/16
27 1/4
28 1/8
36 3/4
35 11/16
38 5/8
41 15/16
44 13/16
32 7/8
DIA. +1
13
16
19
22
25
28
31
34
37
43
49
61
67
73
79
85
55
E
24
30
36
42
48
54
60
66
72
78
84
96
102
108
114
120
90
D
72 7/8
73
73
73
73 1/2
73 1/2
73 3/4
97 3/4
97 3/4
98
98
99
99
99
99
99
100
C
48 1/8
46
46
38
30
25 1/2
19 3/4
39 1/4
34 3/4
35
26
39
21
21
21
21
35
B
24
27
27
35
43 1/2
48
54
58 1/2
63
63
72
60
78
78
78
78
65
A
4
6
9
9
9 1/2
10 1/2
12
13 1/3
15
21
24
30
24
34
24
24
27
WT. SEC
530
740
990
1280
1520
1930
2190
3150
4100
5380
6550
8750
10630
12520
14430
16350
8040
G or T
1 1/2
2
2 1/2
2 1/4
2 1/2
2 1/2
3
3 3/8
3 1/2
3 3/4
4 1/4
5
5 1/2
6
6 1/2
7
4 3/4
WALL
2
2 1/4
2 1/2
2 3/4
3
4
7
7 1/2
8
DIA.
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
78
84
2500 psi CONCRETE
BOTTOM OF TRENCH PERSPECTIVE VIEW - EARTH CUT AWAY
TO BE USED WHEN CLEAR DISTANCE BETWEEN PIPES
IS 24" OR LESS, OR WERE NOTED ON THE DRAWINGS.
NOT-TO-SCALE
CONCRETE CRADLE
5'-
0
"
M
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5'-
0
"
M
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5'-0"
MIN
5'-0"
M
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NOT-TO-SCALE
24"x64" INLET DOUBLE
CURB INLET
SIDE VIEW
PLAN VIEW
76.0"
24
.
0
"
8.
0
"
76.0"
24
.
0
"
6.
0
"
6.
0
"
PLAN VIEW
76.0"
24
.
0
"
6.
0
"
6.
0
"
36
.
0
"
36
.
0
"
6.0"6.0"6.0"6.0"64.0"
8.
0
"
SIDE VIEW
NOT-TO-SCALE
24"x64" DOUBLE INLET
FLAT TOP
NOT-TO-SCALE
60" I.D. MONOLITHIC BASE
SIDE VIEW
PLAN VIEW
72.0"
60
.
0
"
-
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8
"
-
6
0
"
8.
0
"
PLAN VIEW
14
.
0
"
SIDE VIEW
NOT-TO-SCALE
DOUBLE CURB INLET MANHOLE
60" I.D. FLAT TOP
w/ (2) 24" SQUARE HOLE
CASTINGS SUPPLIED BY CUSTOMER
NOTE: OPENINGS BASE ON PIPE O.D.+4"
NOTE: HOLES FOR PIPE UNDERDRAINS SUPPLIED IF REQUIRED.
24 X 24 SQ. OPENING 12-#5 REBAR AROUND OPENINGS
#4 BARS @ 6" C.C. EACH WAY
(2" CLEAR I.B.)
,'
M.A. INDUSTRIES PLASTIC STEPS 16" O.C.
24 X 24 SQ. OPENING
8-#5 REBAR AROUND OPENING
7.
0
"
72
.
0
"
#4 BARS @ 6" C.C. EACH WAY
(2" CLEAR I.B.)
36"x36"
30"x30"
6"
CONC. PIPE
REINFORCED
CONCRETE BASE
WEEP HOLES
FOR CASTING TYPES
SEE STRUCTURE DATA CHART
FINISH GRADE
2'-0"
4"
VARIES
0'-3" MIN.
2.5'
MIN.
CURB INLET CATCH BASIN
NOT-TO-SCALE
YARD INLET CATCH BASIN
NOT-TO-SCALE
FOR CASTING TYPES
SEE STRUCTURE DATA CHART
24"x24"
2.5'
MIN.
NOTE: MAXIMUM 48 INCHES
FROM T/C TO INVERT