HomeMy WebLinkAbout05040015.11KOR —N —SEAL OR PRECAST MANHOLE BOTTOM
EQUAL EXPANDING
BAND RESILIENT PACKING
BOOT EFFECT AVOID SHEAR
PIPE
EXTERNAL BAND
6" MIN. #2 STONE
PIPE CONNECTION TO MANHOLE
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INSTALL 20 LFT
UNDERDRAIN
6 6"
INSTALL 20 LFT 3._0.,
UNDERDRAIN _
2'
#5 REBAR ( 6" 21I
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INLET TYPE "L"
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
5' OR LESS
"B" BORROW OR EQUIV
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY.
MIN. 6" TOPSOIL
TO ENSURE
GRASS GROWTH
LEGEND
Bc = OUTSIDE DIAMETER
MIN. 1.25 Bc +12" D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D (d)MIN.
27" & SMALLER 3"
30" TO 60" 4"
BC J V, Id 66" & LARGER 6"
NOTES:
1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON
EACH SIDE OF THE INSTALLED PIPE.
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
WITHIN 5' OF EDGE OF PAVEMENT
EDGE OF PAVEMENT,
SANITARY SEVER
B
UP TO 33"
CURB, GUTTER OR
D +12"
36" AND GREATER
NATIVE UNVMTUf 13Elit 9011
SIMILAR STRUCTURE
GREATER
THAN 5'
MIN . 6" TOPSOIL
IN THE PUBLIC R / W
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TO ENSURE
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GRASS GROWTH
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SIDE OF PIPE
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Bc = OUTSIDE DIAMETER
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MIN. 1.25 Bc +12" I
D = INSIDE DIAMETER
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d = DEPTH OF BEDDING
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REGULAR BACKFILL '
MATERIAL BELOW PIPE
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DEPTH OF BEDDING
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MATERIAL BELOW PIPE
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D (d)MIN
"B" BORROW OR EQUIV. III =I I I.
GRANULAR MATERIAL 27" & SMALLER 3"
COMPACTED TO 95% 1/6 Bc 30" TO 60' 4"
STANDARD PROCTOR N Bc d 66" & LARGER 6"
DENSITY.
NOTES:
1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON
EACH SIDE OF THE INSTALLED PIPE.
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
GREATER THAN 5' FROM EDGE OF PAVEMENT
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FWENPOS.SIBLE.
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12' OF }9 Ct3ttSHED STONE
Clay Township Regional Waste District
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August 2000
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SEWER A�
PER PLAT`
D/4 OR 6" MIN
PIPE SIZE
SANITARY SEVER
B
UP TO 33"
D +16"
D +12"
36" AND GREATER
NATIVE UNVMTUf 13Elit 9011
D + 12"
60"
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FILL EXCAVATW SPACE
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PIPE writ
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MINIMUM OF 6` CH EACH
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SEWER A�
PER PLAT`
D/4 OR 6" MIN
PIPE SIZE
A
B
UP TO 33"
D +16"
D +12"
36" AND GREATER
D + 24"
D + 12"
PVC PIPE
� OTE:
IF DUCTILE IRON OR TRUSS
PIPE IS INSTALLED A MINIMUM
OF 6" OF CRUSHED #8 STONE
SHALL BE PLACED OVER THE PIPE.
;HED #8
IE
SANITARY SEWER TRENCH & BEDDING DETAIL
CLEANOUT TYPE I
F1
CI
8
1 -1/2" GUIDE RAILS
GALVANIZED PIPE
BRACES REQUIRED FOR
GUIDE RAILS LONGER
THAN 15-0"
B
Al
SHIMS FOR DISCHARGE
FLANGE ALIGNMENT
RECOMMENDED HI
BOTTOM, BY OTHE
8
7 6
* Please see accompanied Aqua -Swirl
specification notes.
* See Site Plan fo
6
Plan View
5
�N
GREATER
BASIN,
THERMOPLASTIC JUNCTION BOX
10' STD. 1
NLET HUB
INSTALLED BY
H -O -M
OTHERS
INFLUENT HUB
FO R® PIPING
(4- STD) \
pe coupling
Contractor.
?' long Stub -out
It Manufacturer.
(OPTIONAL)
4
TANK DIA.
"A"
"B"
42"
3-5/8
8 -13/16
48"
43/8
9
60"
4 318
9
72"
10.7/8
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IIBBB -OW -Y
RECOMMENDED REDUNDANT CHECK VALVE, MAY BE REQUIRED BY LOCAL CODE, SUPPLIED BY
2" NPT ELECTRICAL HUB
STAINLESS STEEL
CONDUIT SEAL TO BE SUPPDE1
CONTRACTOR TO MEET CODES
PREVENT SURFACE WATER FRO
ENTERING JUNCTION BOX
LIFTING CHAIN
.- INTERMEDIATE BRACE REGO
FOR EXTENSIONS LONGER
THAN 10' -0"
2" BALL CHECK VALVE
CAST IRON
• 2" BRASS GATE VALVE
2" DISCHARGE COUPLING
STAINLESS STEEL
HYDRAULICALLY SEALED
DISCHARGE FLANGE
A. _.
SEALED MERCURYOR SEWAGECUTTERPUMP
MECHANICAL FLOAT SWITCH
Varies
18" OD Max
Baffles
Base Plate
Manhole Frame & Cover Detail
For H -20 Traffic Loading Areas
NTS
5
4
3
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USED WITH HPGH VERTICAL DISCHARGE GRINDER A
HVDROMATCv
PUMPS �^'`•
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uo .a INao"omvllw DUPLEX HOG -HOR INSTALLATION
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: : ae• I. m ` �: DRAG IT 1
14888 -000 -Y A
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Manhole Frame and
Cover by Manufacturer. Rim elevations to match finished
(See Details) 30" ------ grade. HDPE risers can be field
Grade (Rim) cut by Contractor.
Section A -A
ua -Swirl Concentrator Model AS -4 Standard Detail
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DATE: 4 -1 -05
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PROJECT NO.: 2005 -0014
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DWG: C17.0 SIIE DETAILS.dwg
PLOTTED BY: R.C. BERGER
OF 11
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DATE: 4 -1 -05
SCALE: NOT TO SCALE
PROJECT NO.: 2005 -0014
SHEET NO.
C10.0
DWG: C17.0 SIIE DETAILS.dwg
PLOTTED BY: R.C. BERGER
OF 11
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