HomeMy WebLinkAboutC802 Sanitary & Storm Sewer DetailsDIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
T
(MIN)
A*
C*
D*
E*
K
R1
R
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' -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"
31-1"
8' -3"
6' -0"
3.4
23 3/4"
20"
4,200
TOLERENCE 1"
DATE:
3/1/04
PROJE1 ��O
1238.V02
I
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SANITARY AND STORM SEWER
DETAILS
DRAWING FILES:
N: \1238 \V002\DWGS \C802.DWG
SHEET NO.:
•j 3 2
STR.#
T.C.
INV. IN
INV. OUT
DEPTH
STR. SIZE
STR. TYPE
CASTING TYPE
PIPE SIZE
DIRECTION
IN
OUT
IN
OUT
600
888.80
NO COMPACTION
885.36
2.27'
36"
P.A. INLET
R- 3405 -A
30
12"
38
SE
601
884.50
884.50
60
44
36"
END SEC.
50
12"
NW
602
888.80
884.89
2.74'
36"
P.A. INLET
R- 3405 -A
12"
SE
A722
887.95
885.32
885.32
1.46'
36"
BEEHIVE
R-4342
12"
12"
NW
NE
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 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
SIZE OF
STONE
OF TOTAL WEIGHT
LARGER THAN GIVEN SIZE
3K
0
2K
20
K
50
0.1K
90
STR
B
La
W
THICKNESS
d
601
3'
10'
13'
12"
4"
4" MIN.
No. 8 STONE
SOIL
PLACEMENT
12" MIN.
No. 8 STONE
GRADE
(NEW OR EXISTING)
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
IT MUST ALSO BE USED FOR HAUNCHING.
1/2 TRENCH
DEPTH MIN.
ail ,dl,
z
U
w
I—
I H
STANDARD HYDRO
SEEDING W /STRAW
MULCH TACKIFIELD
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
BACKFILL MATERIAL (SEE NOTE)
(GRANULAR
BE USED
1 PAVED
MATERIAL TO
UNDER ALL
AREAS) 1
BEDDING
O.D. OF PIPE
4'
\--12"
STANDARD REINFORCED CONC. BASE
BEEHIVE INLET DETAIL
3.25'
11= III
1
VARIES
3.25'
/14,4A, 3. 1 J� MPS••••••,
1
1 1I
,411, dll. 4 1 a 1
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
FOUNDATION
(REQUIRED IN UNSTABLE SOIL)
STORM SEWER
TRENCH PIPE EMBEDMENT DETAIL
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
I 1
4" MIN
RISER RING
TYPICAL SWALE SECTION
I I
11111
11
1
GRADE
(NEW OR EXISTING)
S -150 EROSION CONTROL
BLANKET AS MANUFACTURED BY
NORTH AMERICAN GREEN
H-
F—
Storm Sewer Structure Table
Grooved end on outlet end
tongue end on
inlet end
0
0
B =(D —C
Groove (or tongue) to
be the same as on standard I
reinforced concrete pipe
ASTM designation C76 I A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
PIPE Q
CULVERT o
NOTES
PIPE
CULVERT
A
I- 9"
V AR/F S
0
N
1. GEOTEXTILE TO BE POLYFELT TS700 OR
APPROVED EQUAL.
RIPRAP GEOTEXTILE
UNDER END SECTION
PAY LENGTH
OF CULVERT
PIPE
CULVERT
TOE ANCHOR
A\A rix\A\/)
COMPUTED LENGTH OF CULVERT
1 1/2"r
PLAN VIEW
SLOPE DETAIL
HOOK
BOLTS
CROSS SECTION
WHERE K d50
END SECTION
LENGTH (D)
SECTION Y —Y
RIP —RAP GRADATION TABLE
NOTE: DEPTH OF RIP RAP SHALL NOT
BE LESS THAN 3 x d50
12 "C to C
MAX.SPACING
0
CLASS
CONCRETE
E +2T
SECTION A —A
PRECAST CONCRETE END SECTION
OR TO EDGE OF
SAFETY LEDGE
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
1 1/2"r
CONCRETE PIPE TOE ANCHOR
END
SECTION
jSEE STR. ABOVE'
RIPRAP GEOTEXTILE
Al SEE NOTES) THICKNESS
RIPRAP DETAIL END SECTION
N
SOIL
PLACEMENT
SAFETY LEDGE.
SEE LAKE CROSS
SECTION FOR DETAIL
12" MIN.
6” MIN.
1/2 TRENCH
DEPTH MIN.
APPROX. 90°
(GRANULAR
BE USED
1 PAVED
iz
(MIN.)
TRENCH &PIPE
NORMAL GRADE
1/4" PER FOOT
MIN.-1/8" PER FOOT
CONNECT TO EXISTING
SERVICE PLUG FOR
FUTURE CONNECTION.
PLUG SHALL BE ABLE
TO PASS AIR PRESSURE
TEST REQUIRED FOR
SEWER MAIN.
USE 6" SEWER PIPE
UNLESS OTHERWISE
SPECIFIED
PLAN VIEW
CONNECTION TO MAIN SEWER
BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO
THAT THE BOTTOM IS PROPERLY
SUPPORTED THROUGHOUT ITS
LENGTH.
APPROX 90°
-F
4'
A
MATERIAL TO
UNDER ALL
AREAS) 1'
BEDDING
O.D. OF PIPE
FOUNDATION
�12" (REQUIRED IN UNSTABLE SOIL)
(MIN.)
EMBEDMENT DETAIL 5
C80
I I
I
4'
30'
MIN
45° MAX.
LONG RADIUS
COVER SEAL
all, all, all, all,
LONG RADIUS CURVE
NO. NO. 8 CRUSHED STONE
SPRING LINE OF PIPE
ISOMETRIC PLAN
SECTION A—A
DIAMETER AS SPECIFIED
ON PLAN OR SCHEDULE
USE 6" SEWER PIPE UNLESS
OTHERWISE SPECIFIED
*SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
MAIN
SEWER
C 802
C802
WYE LATERAL CAPPING DETAIL
w
J
O O O O O O
0 00
0 0E
0.0 E :EJCJ
OODC�C�00
0 0 0 0 0 0 0
0 0 0 0 0 0 0
o o
For .0
(1) LINE 0.116 PIPE
W.W.F.
30" R.C.P.
6" "B" BORROW
NO. 3405 —A
NEENAH CASTING
z
w
a
0
If
ASPHALT
INLET DETAIL FOR PAVED AREA
FINISH GRADE
Ii
INFI— SHIELD "UNIBAND"
OR APPROVED EQUAL SEAL
PER SPECIFICATIONS
BUTYL RUBBER COATING
AS PER SPECIFICATION
PRECAST BASE
DIAMETER AS
SPECIFIED
ON PLANS
BOTTOM OF TRENCH
2' -0" DIA.
(16" MAX.)
MANHOLE STEPS
4' —O" DIA.
NEENAH R- 1642 —A W /SELF
SEALING LID (OR EQUAL)
STAMPED "SANITARY SEWER"
4' —O" MIN. MANHOLE BASE FOR PRECAST
2500 psi CONCRETE
SANITARY
SEWER
PRECAST CONC.
RINGS
TAPERED CONE
SECTION
CONCRETE
Q. G p•
o°o o,o o•o o•o'o,o
O. o O. o O. o° O. o O. o O. o O. o O. o° O.
o o o o o a o o,o o o o.o o.o o °o
O. p O. p 0• o O. o O. o O. o 0• o O. o 0.
SECTION A-A
SANITARY MANHOLE DETAIL
PLACE 1/2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
NOMINAL 1 2" BUTYL RUBBER
BASE EXTRUDABLE ?REFORMED
GASKET MATERIAL (TYP)
SEE DPW SPECS.
GASKET DETAIL
24"
ADJUSTING RING DETAIL n
To be used when clear distance between pipes
is 18" or less, or where noted on the drawings.
CONCRETE CRADLE
X11, a ll
A iii i j j /j j /j
/GAS MAIN
PRECAST CONCRETE
SECTIONS
FILL WITH
WATER MAIN
z
A
#4 0 12" EA. WAY
MIN. NO. 8 CRUSHED STONE
REQUIRED UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
CARMEL
PLAN VIEW
(FIGURE 5 -4B)
NOTE
MANHOLE CONFORMS TO ASTM C -478
JOINT CONFORMS TO ASTM C -443
PLAN
SECTION A—A
Perspective View —earth cut away
TYPICAL UTILITY CROSSING /ate
C am./
,,\O I N ►II T I r�I�,,,,����
No.
0000075
STATE OF
TONAL E
/11111111I11\1',0
&A-4
DATE: 3/1/04
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. (2004)
4 1 47
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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