STANDARD MATERIAL AND CONSTRUCTION SPECIFICATIONS …

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STANDARD MATERIAL

AND CONSTRUCTION SPECIFICATIONS

FOR

PUBLIC IMPROVEMENTS

EAST PENNSBORO TOWNSHIP

CUMBERLAND COUNTY, PENNSYLVANIA

ORIGINAL SPECIFICATIONS AND DETAILS DATED 1995

DETAILS REISSUED JUNE 2020 BY ADDENDUM

East Pennboro Township 8618657 Addendum No. 1

Addendum No. 1

June 9, 2020

STANDARD MATERIAL AND CONSTRUCTION SPECIFICATIONS FOR

PUBLIC IMPROVEMENTS

EAST PENNSBORO TOWNSHIP

Modifications to the Details:

1. REISSUE: all Detail Drawings. Replace existing with the attached Detail Drawings.

END OF ADDENDUM NO. 1

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EAST PENNSBORO TOWNSHIP STANDARD DETAILS

MANHOLES DETAILS: (MH) MH-1 Heavy Duty Manhole Self-Sealing Frame and Cover MH-2 Heavy Duty Water Tight Manhole Frame and Cover MH-3 Precast Concrete Manhole with Precast Concrete Base MH-4 Precast Concrete Manhole with Precast Concrete Base MH-5 Inside Drop Manhole MH-6 Leveling Rings and Bolted Frame Details MH-7 Manhole Steps MH-8 Poured Concrete Riser for Street Grades of 2% or Greater MH-9 Manhole Pipe Gaskets MH-10 Manhole Section Joint Seal MH-11 Typical Plan of Manhole Channels MH-12 Manhole Pipe Adaptors

TRENCH DETAILS: (TR) TR-1 Trench Backfill Detail in Paved Areas TR-2 Trench Backfill Detail in Unpaved Areas TR-3 Unsuitable Material Excavation TR-4 Bentonite Clay Dam Detail TR-5 Concrete Encasement Detail

SEWER PIPING DETAILS: (SEW) SEW-1 Pipe Reconnection Detail SEW-2 Casing Details for Pipe Boring/Tunnels SEW-3 Steep Slope (Greater than 15%) Sanitary Sewer Detail

BUILDING SEWER/SERVICE LATERAL DETAILS: (LAT) LAT-1 Service Lateral – Shallow Sewer LAT-2 Service Lateral – Deep Sewer LAT-3 Building Sewer LAT-4 Service Lateral Connection to Existing Sewer Main LAT-5 Cleanout/Test Tee Cap Protection Casting LAT-6 Service Lateral Disconnection from Existing Sewer Main LAT-7 Cleanout Location Plan

LOW PRESSURE SANITARY SEWER DETAILS: (LP) LP-1 Typical Grinder Pump Installation Detail - Elevation LP-2 Typical Grinder Pump Installation Detail – Plan LP-3 E-One Grinder Pump StationLP-4 Simplex Sewage Grinder Pump StationLP-5 Typical Electrical LayoutLP-6 Low Pressure Service Line Connection at Gravity/Pressure MainLP-7 Low Pressure Sewer Discharge to ManholeLP-8 In-Line Cleanout /Valve Pit for Low Pressure Sewer MainLP-9 In-Line Terminal Cleanout for Low Pressure Sewer MainLP-10 In-Line Valve Pit Detail Building ServiceLP-11 Curb Stop and Box Detail

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GREASE INTERCEPTOR DETAILS: (GR) GR-1 Typical Grease Interceptor to Sampling Vault Connection

- Plan and Section

FORCE MAIN DETAILS: (FM) FM-1 Flush Chamber FM-2 Air Release Valve Chamber FM-3 Force main Locator Assembly FM-4 Concrete Thrust Block Details

PUMPING STATION DETAILS: (PS) PS-1 Typical Pump Station Layout

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SCALE
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FILE
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NO SCALE
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LAT-3
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DATE
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REVISIONS
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BUILDING SEWER
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ANY PIPE LESS THAN 3 FEET OF COVER SHALL BE DUCTILE IRON.
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CLEANOUT/TEST TEE SPACING IS 50' MAXIMUM.
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PIPE SIZES AND MATERIALS TO BE IN ACCORDANCE WITH TOWNSHIP REQUIREMENTS.
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3.
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2.
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1.
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%%UNOTES:
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SERVICE LATERAL DETAIL
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REFERENCE APPROPRIATE
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SEWER MAIN
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%%uELEVATION
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BUILDING
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WALL
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OUTSIDE
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INTERMEDIATE CLEANOUT
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(IF NEEDED)
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NEAR BUILDING
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CLEANOUT
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50' MAX.
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(TYP.)
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THERE SHALL BE A 10 FOOT HORIZONTAL SEPARATION BETWEEN WATER SERVICE AND SERVICE LATERAL/BUILDING SEWER.
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4.
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3' MAX.
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FINISHED GRADE
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6" SDR-35 AT 1% MIN. SLOPE (TYP.)
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MIN. 6" ALL AROUND NO. 8 OR NO. 57 COURSE AGGREGATE BEDDING MATERIAL (TYP.)
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6" SDR-35 PVC OBSERVATION TEE RISER PIPE (TYP.)
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PIPE FROM CLEANOUT TO INSIDE OF BLDG. MUST BE AS PER INTERNATIONAL PLUMBING CODE
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4" (TYP.)
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SIDEWALK (IF EXISTS)
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SEE LAT-1 DETAIL
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THREADED CAP AND CAST IRON CAP PROTECTION CASTING
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CURB (IF EXISTS)
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LIMITS OF BUILDING SEWER
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LIMITS OF SERVICE LATERAL
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6"x6"x6" SDR-35 PVC 2-WAY CLEANOUT (TYP.)

VALVE BOXNEW

ITT GRINNELL FIG. #148ROD WITH EYE END

HEAVY PIPE CLAMPITT GRINNELL FIG. #216

FORCEMAINNEW

TO RODCLIP WIRE

EXISTING GROUND, BLACKTOPOR CONCRETE

MULTISTRAND WIRE

1' MAX.