HomeMy WebLinkAbout03110012 VOWC Sec. 10003, Construction Plans pg. 21DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
T
(MIN)
A
C
D
E 'K
K
R
I
APPROX.
WEIGHT
12"
2"
5"
4' -3"
6' -2"
2' -0"
1.3
10 1/8"
9"
800
15"
2 1/4"
7"
4'-0"
6'-3"
2'-6"
1.5
12 1/2"
1,100
18"
2 1/2"
11"
4' -1"
6 -2
3' -0"
1.8
15 1/2"
12"
1,300
21"
2 3/4"
11"
3' -6"
6' -3"
3' -6"
2.1
16 1/8"
13
1,500
24"
3"
1' -0"
2' -8"
6' -3"
4' -0"
2.3
16 3/16"
14
1,800
27"
3 1/4"
1' -1"
2' -5"
6' -3"
4' 6"
2.6
18 1/2"
14 1/2"
2,100
30"
3 1/2"
1' -2"
1' -10"
6' -3"
5' -0"
2.9
18 3/16"
15"
2,400
33"
3 3/4"
1' -3"
3' -6"
8' -3"
5' -6"
3.1
18 1/2"
17 1/2"
4,100
36"
4"
1' -5"
3' -1"
8' -3"
6' -0"
3.4
23 3/4"
20"
4,200
TOLERENCE 1"
TRENCH AREA
CLASS I
CLASS II
CLASS III
CLASS IV
BEDDING
FLAT SHOVEL
85%
90%
UNDISTURBED BOTTOM
HAUNCH
48
85%
90%
NO
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
DIMENSIONS (INCHES)
A
(MAX)
B
(I.D.)
C
(MIN)
12
36
18
15
36
21
18
48
25
21
48
28
24
48
31
27
60
34
30
60
38
33
60
41
36
60
44
42
60
50
DIMENSIONS NCHES)
A
(MAX)
B
(I.D.)
C
(MIN)
12
36
18
15
36
21
18
48
25
21
48
28
24
48
31
27
60
34
30
60
38
33
60
41
36
60
44
42
60
50
DIMENSIONS (INCHES)
A
(MAX)
B
(I.D.)
C
(MIN)
12
36
18
15
36
21
18
48
25
21
48
28
24
48
31
27
60
34
30
60
38
33
60
41
36
60
44
42
60
50
DATE:
10/31/03
PROJECT NO.:
1238.1003
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STORM SEWER
DETAILS
DRAWING FILES:
N: \1238 \1003 \DWGS \C803.DWG
SHEET NO.:
C 03
F-
PLAN VIEW
Grooved end on outlet end
tongue end on
inlet end
a
B =(D -C
A
1-
or 3„ o
Groove (or tongue) to 1\1
be the same as on standard
reinforced concrete pipe F-
ASTM designation C76 I A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
4
J
PIPE
CULVERT
COMPUTED LENGTH OF CULVERT
PAY LENGTH
OF CULVERT
V i \i vv v i����
1 1/2"r
SLOPE DETAIL
HOOK
BOLTS
END SECTION
LENGTH (D)
SECTION Y Y
12 "C to C
MAX.SPACING
0
CLASS
CONCRETE
E +2T
1
SECTION A -A
PRECAST CONCRETE END SECTION
C803
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
1 1/2"r
CONCRETE PIPE TOE ANCHOR
INLET DETAIL FOR PAVED AREA
GRADE
w
J
co X
EE
w
J
0 0 0 0 0 0 0
Cam: EJ E
oot�0000
[OD0
E3 0 CD
C EJ
000 1000
0000��
N N
30" R.C.P.
(1) LINE 0.116 PIPE
W.W.F.
6" "8" BORROW
(PRECAST
CONC.)
42"x76" BASE
OD O a
0011 E 0
ODDODODO
NO. 3405 -A
NEENAH CASTING
6
X
z
z
w
0
0
J
ROLL CURB GUTTER
NEENAH TYPE CASTING
NO. R -3010
ASPHALT
VAR. PIPE SIZE
(18" MAX.)
DOUBLE CHAIR BACK CURB INLET
C803
�a oa
C803
GRADE
(NEW OR EXISTING)
GRADE
T.C.
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
4" MIN
0D
RISER RING
STANDARD REINFORCED CONC. BASE
BEEHIVE INLET DETAIL �a
�J
STANDARD HYDRO
SEEDING W /STRAW
MULCH TACKIFIELD
C803
oo
c.)
STRAIGHT CURB GUTTER
NEENAH TYPE CASTING
NO. R -3010
a e••• '•I-•' STANDARD REINFORCED CONC. BASE
5
SPECIAL STRAIGHT CURB INLET caoa
VARIES
If-TY 1 I I
1 ,111=- 1
1
—1
TYPICAL SWALE SECTION
=1 11 Iliil I Iiiil
GRADE
(NEW OR EXISTING)
S -150 EROSION CONTROL
BLANKET AS MANUFACTURED BY
NORTH AMERICAN GREEN
1 /2 TRENCH
DEPTH MIN.
SOIL
PLACEMENT
U
z
w
12" MIN.
No. 8 STONE
O.D. OF PIPE FOUNDATION
4" MIN.— (REQUIRED IN UNSTABLE SOIL)
No. 8 STONE 12" 12"
STORM SEWER
TRENCH PIPE EMBEDMENT DETAIL
GRADE
I I �nh!
II
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
IT MUST ALSO BE USED FOR HAUNCHING.
(GRANULAR MATERIAL TO
BE USED UNDER ALL
1 PAVED AREAS) 1
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
4
0000❑❑
0000❑❑
❑0❑❑
0
1.
GRADE
BACKFILL MATERIAL (SEE NOTE
BEDDING
000
0000❑❑
0000❑❑
30" DIA.
(RCP OR PRECAST)
(1) LINE 0.116 PIPE
W.W.F.
4' -0" SQUARE BASE
STORM MANHOLE DETAIL
00
0000
000000
000000
000000
000000
0000
00
T.C.
4'
VVVV
No. 1772-A
NEENAH CASTING
v......
NOTE
BACKFILL MATERIAL
CLASS I, II, III, IV
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
INITIAL BACKFILL AREA
SPRING LINE OF PIPE
HAUNCHING AREA
BEDDING AREA
,■II, Ili,
11 1 =III -III I II,�,III�
STANDARD REINFORCED CONC. BASE
STORM MANHOLE DETAIL
S
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772 —A
1 1 l 111111
o,
C. 0000075 1SI STA N T E O 6
T ONAL 0
/3444.404,
DATE: 11/12/03
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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