HomeMy WebLinkAboutC804 General DetailsDIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
T
(MIN)
A*
C*
D'K
E*
K
R 1
R
L
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"
11
1,100
18”
2 1/2"
11"
4' -1"
6 2"
3' -C"
1.8
15 1/2"
12"
1,300
21"
2 3/4"
11"
3' -6"
6' 3"
Z-6"
2.1
16 1/8"
13
1,500
24"
3"
1' -O"
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
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
48"
5"
2' -0"
2' -2"
8' 2"
7' 0"
28 1/8"
22"
6,500
TOLERANCE 1'
1
I
REI INVESTMENTS, INC
300 N MERIDIAN ST., SUITE 200
DRAWN BY:
RDR
CHECKED BY:
ALF
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
5: \1211 \020 \dwgs \C804
XREF: S:\1211\020\dwgs\Titletdwg
SHEET NO.:
0)
a 4
DATE:
04/02/04
PROJECT NO.:
1211.020
DRAWN BY:
RDR
CHECKED BY:
ALF
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
5: \1211 \020 \dwgs \C804
XREF: S:\1211\020\dwgs\Titletdwg
SHEET NO.:
0)
a 4
E1
IN THE, PLIBLICI
IFr
APPROX. 90'
:REA,TER THAN t
C.R1T':HED STONE. DR
APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OP WAIVED
INTO PLACE
E
GREATER THAN 5 FROM EDGE OF PAVEMENT
SANITARY SEWER LATERAL
MIN. 1.2..
AL.L. BEDDING INITIAL, BOCK
3HAL L. BE INSTALLED IN
TO 1 BALANCED I_,FTS
A MINIMUM 05 EA•RANCE :HALL
BE PROVIDED ON EACH ,SIDE OF
THE 1N`3TALLED PIPE
TRENCH DETAIL
PLASTIC PIPE {PVC HDP
D.C.A.M. 501 -06
MIN. 5r TOPSOIL
T,_, ENSURE GRASS
GROWTH
r REGULAR BACI,HLL
6" PIPE
MIN.
Lur G RADIUS
CONCRETE ENCASED
TYPICAL CLEANOUT DETAILi3
SPRING LINE
OF PIPE
0804
LEGEF\
T ,1125 DIAMETER
D DIAMETER
2 DEPTH 05 BEDDING
MATERIAL BELOW PIPE
EDGE 05 PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/ W
D
"B' BORROW OR EQUIV.
CRANULAR MATERIAL
(:.MPA;;TED _l5: 557,
STANDARD PROCTOR
CONNECT TO EXISTING SERVICE
OR PLUG FOR FUTURE SERVICE.
PLUG SHALL BF ABLE TO PASS
AR PRESSURE T LJT REQUIRED
FOR SEWER MAIN.
5 OR LESS
CRUSHED ')Nt OR
APPROVED E `_I'5.
.L`: B DDIN', MATERIAL
HAND AMPED OR WALKED
INTO PLACE
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL HP INSTALLED IN 6"
TO 12" BALANCED LIFTS
A MINIMUM 9" OF CLEARANCE SHALL
BF PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE
TRENCH DETAIL
MIN, 6" TOPSOIL
TO ENSURE GRASS
GROWTH
WITHIN 5' OF EDGE OF PAVEMENT
NO SCALE
PLASTIC PIPE (PVC HDPE
D.C.A.M. 501 -05
MIN. 12"
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
GRADE--\
w
CO
r
L
r
JL
"B" BORROW
CHAIR BACK CURB INLET
NEENAH TYPE CASTING
NO. 5- 3286 -8
ASPHALT
VAR PIPE SIZE
18" MAX
ti
PLAN VIEW
Grooved end on outlet end
tongue end on
inlet end
Groove (or tongue) to
be the same as on standard
reinforced concrete pipe
ASTM designation 076 A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
MATCH
GRADE
(EXISTING)
COMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED
END SECTION ON SIDE SLOPE WHEN
LENGTH (D) CALLED FOR ON PLANS
SLOPE DETAIL
1
/j
i
4
F!L
7
PIPE
CULVERT
PAY LENGTH
OF CULVERT
1 1 /2 "r
HOOK
BOLTS
CLASS
CONCRETE
CONCRETE
END SECTION
SECTION Y -Y
12 "C to C
MAX.SPACING
E +2T
SECTION A -A
CONCRETE PIPE TOE ANCHOR
PRECAST CONCRETE END sEcrIoN
14'
4 7,4
Si 7
PAVEMENT
1 1/2"r
TYPICAL SCREEN MOUND DETAIL A —A 6
C804
O
v�
w
i
No500.
//8 19260
D T ATE O
OAF D1AN
I I t! 11111�
DATE: 7
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 05
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrision
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
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