HomeMy WebLinkAbout15 Sanitary Sewer DetailsMasonry Plug
Granular bedding
To First Pipe Joint
Granular Bedding
Conforming To INDOT
903.02. Size No. 8
APPROVED:
A MINIMUM 4" DIA PIPE CLEANOUT
SHALL BE INSTALLED WITHIN THREE
(3) FEET OF OUTSIDE BUILDING WALL
A PLUG SPECIFIED BY THE PIPE
MANUFACTURER SHALL BE USED TO
ENSURE 10CX WATERTIGHTNESS.
BELL HOLES SHALL BE
PROVIDED UNDER PIPE ELEVATION
Laterals are to be traced
contractor for the building
adjacent to the building.
4" Grouting Pipe
1 "Max. Clear Between
Spacers Casing Pipe
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Coscad Stainless Steel Spacers Or Equal
6' -0" Max. C /C. AI /ow
t "Max. Clearance Between
Spacers Casing Pipe
Steel Casing Pipe
SERVICE
1/8 BEND
Steel Encasement Pipe
PLAN VIEW
with a minimum size of 14 gauge wire from the
or home will extend the wire from this terminus
FOR CONNECTIONS LESS THAN 15' DEEP
CONNECTION FOR SHALLOW
(LESS THAN 15' DEEP)
NO SCALE
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Granular bedding
Grout To First Pipe Joint
Consult With Regulatory Granular Bedding
Agency To Verf i y If Grout
Is Required.
CITY OF CARMEL
STANDARD DETAILS
Date: March 2001
NOTES:
Expansion jturtS art •e iced at Storm inlets.
Controction joists Should be installed of 10 spacings.
Spacing shoal be S' on curve rode
Controction joints shall be tooted or sawn in
continuously poured curbs to o depth of 1/2' min.
Soole:Not To Soale
TYPICAL ROLL CURB DETAIL WITH
REVERSED SLOPE GUTTER
HAMILTON COUNTY HIGHWAY DEPARTMENT
LOWOINT OF CUTTER
TRUNK LINE
1/8 BEND
"COMPACTION OF GRANULAR BACKFILL
IS CRITICAL UNDER WYE AND BEND.
IF PROPER COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OF 6" OF
CLASS B CONCRETE AROUND 1/8
BEND.
SERVICE WYE
Note:
Weld All Encasement pipe joints.
Bells inside casing must have
field lock gaskets.
TITLE:
ADDITION MISCELLANEOUS DETAILS
J ones9 Nenry
Engineers. Ino.
STANDARD PLAN
Vent Pipe
BORING
DETAIL
Masonry Plug
Drawing Name: CS11
BLDG LATERAL
MIN SIZE 4"
5
////:›WW
1" C.I. LOCATOR ROD
OR MAGNETIC TAPE
SEWERS
TRASH RACK
SEE DETAI
ELEV.•845.00
BOX TO BE PRE -CAST CONCRETE
WITH 6" THICK WALLS AND 8"
THICK BASE (OUTSIDE LINES
OF BOX NOT SHOWN FOR
CLARITY)
INVERT 842.50
9 "x18" RECTANGULAR
OPENING AT NORMAL
POOL
BOTTOM SUMP
ELEV.- 840.50
6" GROUT
OUTLET STRUCTURE 111 DETAIL
NO SCALE
MANHOLE CHIMNEY'S INCLUDING
ALL RISERS RINGS SHALL BE SEALED
USING INFI SHIELD "UNIBAND" AS PER
CLAY TOWNSHIP REGIONAL WASTE
DISTRICT SPECIFICATIONS
BUTYL RUBBER COATING SHALL BE
APPLIED AROUND EACH JOINT FROM
6" ABOVE TO 6" BELOW JOINT AS PER
CLAY TOWNSHIP REGIONAL WASTE
DISTRICT SPECIFICATIONS
15" RCP
OUTLET
PIPE
ELEV.- 845.00
INV.- 841.50
3" GROUT
6" OR 8"
3" MIN
MIN
ADDITION STORM SEWER DETAILS
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Manholes shall inolude steps. Sanitary sewer standards
revisions shall be that steps are to be polypropylene coated
steel reinforcing or an approved non corrosive fiberglass
material. The copolymer polypropylene shall meet the
requirements of ASTMD 4101 with deformed 3/8' diameter or
larg ,r r „inforoing steel conforming to ASTM A 615, Grade
60. Steps shall be a maximum of' 24' from top, 24' from
bottom and 16' spacing between.
WELDED CONNECTION
TYPICAL
FASTEN TO CONC. BOX
W/ (4)%2” EXPANSION
BOLTS PER ANGLE
TYPICAL
FRAME COVER AS SPECIFIED
(SEE ITEM 21 IN THE SPECIFICATIONS
SHEET 14)
PRECAST CONCRETE ADJUSTER
RINGS 4' MIN -12' MAX
(SEE DETAIL)
ECCENTRIC CONE SECTION
NOTE:
MANHOLE CONFORMS TO
ASTM C -478
JOINT CONFORMS TO
ASTM C -443
MIN. 1/2" PER
FOOT SLOPE
PRECAST CONCRETE
SECTIONS
*4 REBAR 0 12' O.C. -B.W.
BEDDING: MATERIAL 6" •8 CRUSHED STONE
FIG. 5
STANDARD MANHOL FOR PIPE SIZES thru 24" (STRAIGHT THRU)
NO SCALE
(EXTEND ANGLE
1 10" INTO BOX
TYPICAL
OUTLET STRUCTURE 111 TRASH RACK DETAIL
NO SCALE
ANGLES EQUALLY
SPACED BOTH WAYS
(4" X 4" MAX. OPENING)
CLASS "A"
CONCRETE
BOX
•8 CRUSHED STONE OR •8
FRACTURED FACE AGGREGATE
HAND TAMPED OR WALKED IN TO
SPECS
PLACE 1/2" DIAMETER EXTRUDABLE
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL) 30 vz' DIA.
V4" 1" V4"
PRECAST CONCRETE
ADJUSTING RING OR
FLANG OF CASTING
NOMINAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP)
SEE SPECS.
GASKET DETAIL
PLAN VIEW
ADJUSTING RING
NO SCALE
IN WIDTH 1.25(O.D.) +12'
FLEXILE PIPE BEDDING DETAIL
PVC HDPE PIPE
NO SCALE
RISER RING V4" 1 1 58" V4"
THICKNESS
4" TO 12" 30 148' DIA.
OUTSIDE DIA.
34' OR 36" SECTION A -A
*8 CRUSHED STONE OR
*8 FRACTURAL FACE AGGREGATE,
BELL HOLE EXCAVATED.
SANITARY SEWER
BENCH SLOPE- 1/2" PER FOOT
6" MIN
(BELOW THE BELL)
STANDARD MANHOLE BENCHES
NO SCALE
BACKFILL WITH CLEAN GRANULAR
MATERIAL PER REQUIREMENT
OF INDIANA DEPARTMENT OF
TRANSPORTATION (MECHANICAL COMPACTION
TO 95X PROCTOR DENSITY)
Project No: 03146
Sheet No:
\03146 \con J tans \03146dt
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