ONE PIPE LENGTH MAX (REFER TO 1/4"/FT SLOPE (MIN) 5'-0" (MIN) OR 4" LATERAL NOTE #1) INCREASER RIGHT-OF-WAY/ 4"x6" REFER TO TYPICAL EXCAVATION,

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Silvester Warren
6 years ago
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1 VENT CAP (MUSHROOM TYPE) SOLID CAP EXIST GRADE MIN BUILDING REFER TO NOTE #4 MIN CONCRETE SIDEWALK CURB OR EDGE OF SIDEWALK STREET CLEANOUT (REFER TO NOTE #3) VENT PIPE 4" PVC 6" PVC CLEANOUT CONCRETE ALL AROUND VENT PIPE 4" PVC 4" PVC WYE 4" PVC YARD TRAP LOCATION TO BE FIELD LOCATED 6" PVC WYE REFER TO NOTE #2 4" LATERAL 1/4"/FT SLOPE (MIN) 5'-0" (MIN) OR ONE PIPE LENGTH MAX (REFER TO NOTE #1) 4"x6" INCREASER WYE BRANCH SEWER LINE RIGHT-OF-WAY/ PROPERTY LINE REFER TO TYPICAL EXCAVATION, BACKFILL & PIPE EMBEDMENT DETAIL 40'-0" (MAX) RECOMMENDED 1 4" SINGLE RUNNING TRAP WILL BE INSTALLED WITHIN ONE PIPE LENGTH OF THE END OF THE 6" LATERAL 2 MINIMUM DEPTH OF 4" LATERAL WILL BE 48" BELOW FINISHED GRADE UNLESS APPROVED BY TOWNSHIP ENGINEER 3 IF THERE IS NOT A CLEANOUT LOCATED INSIDE OF DWELLING AN ADDITIONAL CLEANOUT SHALL BE INSTALLED IMMEDIATELY OUTSIDE OF THE BUILDING PRIOR TO RUNNING TRAP 4 LOCATE VENT CAP AND CLEANOUT IN LAWN AREA MUSHROOM CAP SHALL BE USED ON VENT 5 IN GENERAL, SANITARY SEWERS SHOULD BE LOCATED AT LEAST 100 FEET FROM PUBLIC WATER SUPPLY SOURCES AND 50 FEET FROM PRIVATE WATER SUPPLY SOURCES, UNLESS THE SANITARY LINES ARE ENCASED IN CONCRETE OR APPROVED EQUIVALENT TYPICAL BUILDING SEWER

2 SEWER MAIN 1 1/4" FULL PORT BALL CORPORATION STOP 1 1/4" SERVICE LATERAL 1 1/4" FULL PORT BALL CURB STOP W/CURB BOX RIGHT-OF-WAY LINE CHECK VALVE MATERIAL: GLASS FILLED PVC GRINDER PUMP STATION 4" PVC TO DWELLING 4'-0" MIN COVER GRADE MOUNT CONTROL PANEL TO EXTERIOR GRINDER PUMP STATION LID ASSEMBLY WITH PENTAGON HEAD PLUG MATERIAL: CAST IRON WITH ASPHALT-BASE PAINT LABELED "SEWER" 6" MIN AFG 4'-0" TO 5'-0" 220V/1Ø/20 AMP, OR 120V/1Ø/30 AMP POWER FROM HOME TO CONTROL PANEL BY HOME OWNER 1 1/4" CONDUIT 1 1/4" FULL PORT BALL CORPORATION STOP CHECK VALVE 15'-0" MAX BASEMENT MIN 2'-0" OVER ELECTRIC CABLE 1 1/4" SERVICE LATERAL SUBGRADE SADDLE TAP SEWER MAIN 4'-0" MIN COVER SUBGRADE 1 1/4" FULL PORT BALL CURB STOP 4" MIN COMPACTED 2A AGGREGATE CONCRETE 4" PVC TESTED WATER TIGHT 4" MIN COMPACTED 2A AGGREGATE

3 FINAL BACKFILL PROPOSED PIPE EXIST SOIL MIN MIN INITIAL BACKFILL HAUNCHING AASHTO M43 GRADUATION NO 7 OR NO 8 MATERIAL SHALL MEET THE REQUIREMENTS OF PUBLICATION 408, SECTION 703 6" BEDDING TYPICAL EXCAVATION, BACKFILL & PIPE EMBEDMENT DETAIL

4 GRADE 4'-0" MINIMUM EXIST WATER MAIN UNDISTURBED EARTH IF LESS THAN 10'-0" MAINTAIN 18" MIN NEW SEWER LINE NEW SEWER LINE PARALLEL TO EXISTING WATER MAIN DETAIL

5 UNDISTURBED EARTH SEWER LINE MIN BARREL OF PIPE BELL OF PIPE "A" 8" OD 8" TRENCH WIDTH PIPE SIZE 4" - 16" 18" - 48" 54" - 84" "A" 6" 6" 10" NOTE: ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT THE END OF 28 DAYS CONCRETE ENCASEMENT DETAIL

6 GRADE 10'-0" EQUAL DISTANCE EQUAL DISTANCE MIN 18" MIN 4'-0" MECHANICAL JOINTS REQUIRED NEW SEWER LINE REFER TO DETAIL S-6 EXISTING WATER MAIN WHEN VERTICAL SEPARATION IS LESS THAN 18" PROVIDE CONCRETE ENCASEMENT ON UNDISTURBED GROUND THE LENGTH OF THE ENCASEMENT SHALL BE EXTENDED A MINIMUM OF 10 FEET BEYOND THE CENTERLINE OF THE WATER MAIN IN BOTH DIRECTIONS NOTE: ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT THE END OF 28 DAYS NEW SEWER LINE CROSSING UNDER EXISTING WATER MAIN DETAIL

7 GRADE EQUAL 10'-0" EQUAL WHEN VERTICAL SEPARATION IS LESS THAN 18" PROVIDE CONCRETE ENCASEMENT ON UNDISTURBED GROUND THE LENGTH OF THE ENCASEMENT SHALL BE EXTENDED A MINIMUM OF 10 FEET BEYOND THE CENTERLINE OF THE WATER MAIN IN BOTH DIRECTIONS DISTANCE DISTANCE 4'-0" MINIMUM REFER TO DETAIL S-6 MIN 18" MECHANICAL JOINTS REQUIRED NEW SEWER LINE EXIST WATER MAIN POLYETHYLENE ENCASEMENT NOTE: ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT THE END OF 28 DAYS NEW SEWER LINE CROSSING OVER EXISTING WATER MAIN DETAIL

8 REFER TO FRAME AND COVER DETAIL PRECAST CONCRETE GRADE RINGS (VARIES, MIN 6", MAX ) 24"x48" ADAPTOR 8" O-RING JOINT PREFORMED PLASTIC SEALING COMPOUND: FS SS-S-210A, TYPE 1, ROPE FORM HEAT SHRINKABLE SHEET MANHOLE EXTERIOR TO BE COATED WITH BITUMASTIC SEALANT VARIES 48" RISERS 5" 48" INSIDE POLYPROPYLENE MANHOLE OC WITH CAST IN PRECAST BASE 6" CHANNEL MAX 6" MIN COMPACTED PennDOT 2A MODIFIED ON UNDISTURBED SUBGRADE 9" 1 ALL PIPE TO MANHOLE CONNECTIONS SHALL BE MADE WITH A CAST-IN-PLACE GASKET (A-LOK OR APPROVED EQUAL) 2 MANHOLES EXCEEDING A DEPTH OF 16 FEET SHALL PROVIDE PRE-CAST LANDING PLATFORM TYPICAL MANHOLE DETAIL

9 FRAME LETTERS TO BE 2" HIGH MIN 4-1"Ø CORED OR DRILLED HOLES ON 32" BOLT CIRCLE AS SHOWN LIFTING RING (TYP 2 PLACES) 3/8" 3/8" 1/2" 5/8" 3 1/8" 3/16" PICK HOLE (TYP 2 PLACES) PICK HOLE DETAIL "O-RING" GASKET PLAN 1 3/4" 1 3/8" 3 1/8" 24" 23 3/4" (TOP) 23 5/8" (BOTTOM) 3/4" 3/4" 1/8" NON-SKID LUGS 3 1/8" 7" -9" 1" 3" 5/8" 7/8" 5" 24 1/2" 3/4" SECTION LIFT RING DETAILS NOTE: APPROXIMATE WEIGHT 500# CAST IRON REGULAR MANHOLE FRAME & COVER

10 SEMI-CIRCULAR CHANNELS AND FLOOR TO BE SMOOTH DIA 48" PRECAST CONCRETE MANHOLE SECTIONS MANHOLE BASE TYPICAL CHANNEL CONFIGURATION 1 ALL FLOW CHANNELS SHALL BE PRE-CAST BY MANUFACTURER UNLESS AUTHORIZED BY AUTHORITY

11 INFLUENT 45 CUT PVC PIPE TO PROVIDE SPLASH GUARD VARIES PVC PIPE DIA EQUALS INFLUENT PIPE DIA PLUS 2" STAINLESS STEEL BANDS 48" OC CHANNEL TYPICAL INSIDE DROP MANHOLE DETAIL

PERMANENT PAVEMENT REPAIR NO SCALE

PERMANENT PAVEMENT REPAIR NO SCALE SAWCUT EXISTING PAVEMENT 2" BITUMINOUS CONCRETE SURFACE COURSE, CLASS 2 (MIN) CLEAN EDGE PRIOR TO PAVING AND PAINT WITH LIQUID BITUMEN. INSTALL SEALANT OVER JOINT UPON COMPLETION 2" BITUMINOUS CONCRETE