Table of Contents - Zionsville, IN
28
Transcript of Table of Contents - Zionsville, IN
GLewis
Text Box
Revised May 2022 - Detail No. S-17
Table of Contents
1) Lift Stations
a) LS-1 Lift Station Details
b) LS-2 Lift Station Additional Details
c) LS-3 Lift Station Site Detail
d) LS-3A Lift Station Optional Site Detail
e) LS-3B Lift Station Additional Optional Site Detail
2) Manholes
a) S-1 Standard Sanitary Manhole
b) S-2 Doghouse Manhole
c) S-3 Outside Drop Manhole Connection
d) S-4 Inside Drop Manhole Connection
e) S-5 Adjusting Ring
f) S-6 External Chimney Seal
g) S-7 Sanitary Manhole Frame and Cover – Town of Zionsville name and logo on cover
h) S-8 Boltdown Manhole Frame and Cover – Town of Zionsville name and logo on cover
3) Sanitary Sewer
a) S-9 Sanitary Sewer Trench and Bedding
b) S-10 Water and Sewer Crossing
c) S-11 Concrete Encasement
4) Force main
a) S-12 Force Main Discharge to Manhole
b) S-13 Air Release Valve
c) S-20 Meter Vault for Flow Meter
5) Service Laterals
a) S-14 Service Lateral Connection – New Connections
b) S-15 Service Lateral Cleanout and new Construction
c) S-16 Existing Lateral Repair or Replacement
6) Grinder Pumps
a) S-17 Grinder Pump Installation
b) S-18 LPS Flushing Connections
c) S-19 Plug Valve Installation
7) Grease Interceptor
a) S-21 Grease Trap
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DETAIL NO.
DRAWN:
LS-1
DATE:
DCW
NOV. 2019
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ELEVATION AND DIMENSION TABLE
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TAG
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ELEVATION
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DIMENSION
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"A"
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"B"
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"C"
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"D"
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"E"
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"F"
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"G"
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"H"
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"I"
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"J"
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6 FT
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"L"
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4 IN
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"M"
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3 IN
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"N"
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4 IN
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"O"
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4 IN
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"P"
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51 IN
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"Q"
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30 IN
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"R"
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30 IN
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"S"
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30 IN
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"K"
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6 FT
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ELEV. "A"
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ELEV. "C"
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ELEV. "E"
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A
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SECTION
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NOT TO SCALE
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ELEV. "B"
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ELEV. "D"
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"F" ALARM ON
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"G" LAG PUMP ON
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"H" LEAD PUMP ON
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"I" PUMPS OFF
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(SET FLOAT ELEVATION TO GUARANTEE PUMP SUBMERGENCE)
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"M" D.I. L.R. 90°BEND (TYP. OF 2)
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NOTE: CONTRACTOR SHALL FORM A 2' DEEP BY 18" ROUND OPENING IN BASE OF VALVE VAULT FOR SUMP. THE OPENING SHALL CONTAIN AN HDPE SUMP BASIN THAT IS ENCASED IN FIELD POURED CONCRETE. SUMP PUMP SHALL BE 1/2 HP, HYDROMATIC OR EQUAL WITH FLOAT. SUMP SHALL BE LOCATED TO AVOID CONFLICT WITH FORCE MAIN PIPING & VALVES. FLOOR OF VALVE VAULT SHALL BE SLOPED TO DRAIN TO SUMP AREA.
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4" DRAIN LINE W/ DUCKBILL CHECK VALVE
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A
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%%UWET WELL
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%%UVALVE VAULT
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%%uWET WELL AND VALVE VAULT PLAN - AT GRADE
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A
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WET WELL
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VALVE VAULT
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A
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NOT TO SCALE
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%%uWET WELL AND VALVE VAULT PLAN - BELOW COVER
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A
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SLOPE
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NOT TO SCALE
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"M" CHECK VALVE (TYP OF 2)
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"M" VALVE (TYP OF 2)
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"M" 90° BEND (TYP OF 2)
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BYPASS DISCHARGE LINE
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"R" x "S" HATCH ABOVE
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"M" PLUG VALVE. EXTEND ACTUATOR TO GRADE
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"M" FLEXIBLE COUPLING (TYP)
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"M" DI TEE
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PRE-FORMED OR CORED OPENING W/ SEAL (TYP. ALL PIPE PENETRATIONS)
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"M" DI DISCHARGE PIPING
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"M" DI L.R. 90° BENDS
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BYPASS SUCTION LINE
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"M" PLUG VALVE. EXTEND ACTUATOR TO GRADE
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SUBMERSIBLE PUMP (TYP. OF 2. SEE SECTION 11310)
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"P" x "Q" HATCH ABOVE
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GROUT FILLET
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NEW GRAVITY SEWER PIPE(S). REFER TO SITE PLAN FOR NUMBER AND ORIENTATION
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PRE-FORMED MANUFACTURER OPENING W/ SEAL
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4" DRAIN LINE PIPE W/ DUCKBILL CHECK VALVE
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"O" QUICK CONNECT COUPLING 12" ABOVE GRADE (W/ CAP)
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BYPASS DISCHARGE LINE
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"O" QUICK CONNECT COUPLING 12" ABOVE GRADE (W/ CAP)
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BYPASS SUCTION LINE
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H-20 RATED ALUMINUM ACCESS HATCHES W/ AUTO HOLD OPEN ARM (SEE SECTION 07721 AND REFER TO SITE PLAN FOR ORIENTATION)
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PRECAST CONCRETE TOP
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BYPASS DISCHARGE LINE
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ALUMINUM ACCESS HATCH (TYP. OF 2. SEE SECTION 07721)
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PRECAST CONCRETE TOP
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FINISHED GRADE
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CONNECT LIFTING CHAIN TO HATCH FRAME W/ STAINLESS STEEL HARDWARE
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CONNECT GUIDE RAILS AND CABLE RACK TO HATCH PER MANUFACTURER RECOMMENDATIONS
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FLOAT BRACKET BY PRIMEX OR EQUAL
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ELECTRICAL CONDUIT W/ WATERPROOF SEAL FROM CONTROL PANEL
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POWER CABLE FROM CONTROL PANEL
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EXTERIOR JOINT COLLAR PER ASTM C877 TYPE II (TYP. ALL JOINTS)
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2" S.S. GUIDE RAILS W/ INTERMEDIATE SUPPORTS PER MANUFACTURER RECOMMENDATION
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PRECAST CONCRETE WET WELL
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INFLUENT GRAVITY SEWER
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BACK-UP FLOAT (TYP.)
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45° GROUT FILLETENTIRE PERIMETER
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PRECAST CONCRETE BASE
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SUBMERSIBLE PUMP (TYP. OF 2. SEE SECTION 11310)
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COMPACTED GRANULAR FILL
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BOLT BASE CONNECTOR TO CONCRETE BASE PER PUMP MANUFACTURER RECOMMENDATION
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"L"x"M" DI 90° BASE CONNECTOR
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"M" DI DISCHARGE PIPING (TYP. OF 2)
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PROVIDE INTERMEDIATE SUPPORTS, EACH 10' (TYP.)
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"M" DI PIPE
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NEW "N" FORCE MAIN (TRANSITION TO FORCE MAIN PIPE AT LIFT STATION SITE LIMITS)
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SLOPE BOTTOM GROUT TOWARD SUMP BASIN
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"M" DI VALVE (TYP.)
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"M" DI CHECK VALVE (TYP.)
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SUMP BASIN AND SUMP PUMP (SEE NOTE)
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CHECK VALVE
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SHUT OFF VALVE
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"M" FLEXIBLE COUPLING (TYP.)
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BYPASS SUCTION LINE
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PRECAST CONCRETE VALVE VAULT
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"M" DI PIPE
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"M" FLEXIBLE COUPLING
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"N" x "M" DI REDUCER AS REQUIRED
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SHUT OFF VALVE ON DRAIN LINE
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CHECK VALVE ON DRAIN LINE
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4" PVC VENT PIPE
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PERSNICKETY PEACEMAKER ODOR CONTROL VENT SCRUBBER
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PROVIDE HOOK FOR SUMP PUMP CABLE
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PRESSURE TRANSDUCER
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ALLOWABLE PUMPS ALLOWABLE PUMP MANUFACTURERS: KSB FOR PUMPS 10 HP AND LARGER MYERS FOR PUMPS LESS THAN 10 HP
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SHUT OFF VALVE
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SHUT OFF VALVE
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LS-2
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DCW
NOV. 2019
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PUMP STATION ELECTRICAL NOTES: 1. ALL ANCHOR BOLTS AND MOUNTING HARDWARE SHALL BE STAINLESS STEEL. ALL ANCHOR BOLTS AND MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 2. SET EQUIPMENT ON 8" CONCRETE PAD WITH #4s @ 12" O.C. BOTH WAYS. SET EQUIPMENT ON 8" CONCRETE PAD WITH #4s @ 12" O.C. BOTH WAYS. DIMENSIONS AS REQUIRED FOR SIZE OF EQUIPMENT. EXTEND CONCRETE PAD BEYOND EQUIPMENT A MINIMUM OF 6". INSTALL 12" CRUSHED STONE BASE UNDER CONCRETE PAD. 3. 480Y/277 VOLT SERVICE SHALL BE PROVIDED IF AVAILABLE FROM THE UTILITY 480Y/277 VOLT SERVICE SHALL BE PROVIDED IF AVAILABLE FROM THE UTILITY COMPANY. 4. ELECTRICAL SERVICE CONDUCTORS TO BE INSTALLED BY ELECTRIC UTILITY SHALL ELECTRICAL SERVICE CONDUCTORS TO BE INSTALLED BY ELECTRIC UTILITY SHALL BE 480Y/277 VOLT, 3 PHASE, 4 WIRE. 5. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR INSTALLATION OF CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR INSTALLATION OF ADDITIONAL CONDUIT REQUIRED FOR SERVICE CONDUCTORS. 6. NOTIFY THE TOWN OF ZIONSVILLE WITH ANY EXCEPTIONS TO THIS SHEET.NOTIFY THE TOWN OF ZIONSVILLE WITH ANY EXCEPTIONS TO THIS SHEET.
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M
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NOTE: 1. MAIN SWITCH AND PUMP MAIN SWITCH AND PUMP CONTROL PANEL SHALL BE NEMA 4X ENCLOSURE PER SPECIFICATIONS.
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LIFT STATION POWER DISTRIBUTION SCHEMATIC
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METER ENCLOSURE FURNISHED BY POWER COMPANY AND INSTALLED BY CONTRACTOR
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ALARM LIGHT
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ALARM HORN
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AUTOMATIC TRANSFER SWITCH
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QUICK CONNECT FITTING
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3/4"C., 1-#8 GROUNDING CONDUCTOR TO GROUNDING ELECTRODE
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%%UBACK
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CONTROL PANEL
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INSTALL PRESSURE TRANSDUCER IN 6" PVC STILLING TUBE
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BACKUP FLOATS
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PRESSURE TRANSDUCER AND BACKUP FLOAT INSTALLATION
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MOUNT BACKUP FLOATS ON FLOAT BRACKET BY PRIMEX OR EQUAL
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SS SUPPORT BRACKET FOR STILLING TUBE ANCHORED TO WALL OF WET WELL (TYP.)
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PRESSURE TRANSDUCER CABLE
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PRESSURE TRANSDUCER
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%%UFRONT
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ALARM LIGHT AND HORN
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GFI
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HAND AUTO
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OFF
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HAND AUTO
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OFF
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HAND AUTO
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OFF
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RUNNING
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G
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RUNNING
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G
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RUNNING
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G
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OVERTEMP FAULT
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R
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OVERTEMP FAULT
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R
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OVERTEMP FAULT
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R
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R
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ETM
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ETM
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ETM
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BACK UP ACTIVE
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ALARM TEST
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PUMP 1
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PUMP 2
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PUMP 3
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VFD KEYPAD
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VFD KEYPAD
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VFD KEYPAD
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HMI1
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%%USIDE
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ALARM LIGHT AND HORN
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BRING CONDUITS IN THROUGH VENTED COMPARTMENT ONLY
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PANEL INTERIOR
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SILENCE
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FAN SHROUD
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FAN SHROUD
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FAN SHROUD
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FAN SHROUD
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FAN SHROUD
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FAN SHROUD
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NOTES: 1. CONTROL PANEL SHALL BE TYPE 304 SS PANEL WITH CONTROL PANEL SHALL BE TYPE 304 SS PANEL WITH POWDER COAT FINISH BY ARC ARMOR OR APPROVED EQUAL. 2. INSTALL CORROSION INHIBITORS IN EACH INSTALL CORROSION INHIBITORS IN EACH COMPARTMENT OF THE CONTROL PANEL.
TYPICAL LIFT STATION SITE PLAN
DETAIL NO.
DRAWN:
LS-3
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
DATE:
DCW
NOV. 2019
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GENERATOR
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CONTROL PANEL
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BOLLARD (TYP)
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OPTION "B"
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OPTION "A"
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SLOPE DRIVE AT 1% MAX.
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SLOPE DRIVE AT 1% MAX.
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SLOPE DRIVE AT 1% MAX.
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NEW ASPHALT DRIVE
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NEW 6" THICK CONCRETE
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NEW 6" THICK CONCRETE
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WET WELL
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VALVE VAULT
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DRAINAGE SWALE
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CONCRETE WALK
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GRASS AREA
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ROADWAY
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NOTES: 1. NEW ASPHALT DRIVE SHALL BE: NEW ASPHALT DRIVE SHALL BE: 4" OF #2 STONE 4" OF #53 STONE 3" OF HMA #8 BINDER 1" OF HMA #11 SURFACE 2. NEW GENERATOR PAD SHALL BE: NEW GENERATOR PAD SHALL BE: 8" OF #8 STONE 8" OF CONCRETE WITH #4 REBAR AT 12" ON CENTER EACH WAY 3. GENERATOR PAD SHALL EXTEND 6" GENERATOR PAD SHALL EXTEND 6" BEYOND GENERATOR ENCLOSURE IN EACH DIRECTION. 4. LIFT STATION SITE LAYOUT MAY BE LIFT STATION SITE LAYOUT MAY BE MODIFIED WITH APPROVAL FROM TOWN WASTEWATER SUPERINTENDENT AND TOWN ENGINEER.
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GENERATOR
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CONTROL PANEL
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BOLLARD (TYP)
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NEW 6" THICK CONCRETE
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WET WELL
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VALVE VAULT
TYPICAL LIFT STATION SITE PLAN
OPTION A
DETAIL NO.
DRAWN:
LS-3A
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
DATE:
DCW
NOV. 2019
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GENERATOR
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CONTROL PANEL
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BOLLARD (TYP)
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SLOPE DRIVE AT 1% MAX.
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NEW ASPHALT DRIVE
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NEW 6" THICK CONCRETE
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NEW 6" THICK CONCRETE
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WET WELL
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VALVE VAULT
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DRAINAGE SWALE
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EXISTING CONCRETE WALK
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EXISTING GRASS AREA
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EXISTING ROADWAY
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NOTES: 1. NEW ASPHALT DRIVE SHALL BE: NEW ASPHALT DRIVE SHALL BE: 4" OF #2 STONE 4" OF #53 STONE 3" OF HMA #8 BINDER 1" OF HMA #11 SURFACE 2. NEW GENERATOR PAD SHALL BE: NEW GENERATOR PAD SHALL BE: 8" OF #8 STONE 8" OF CONCRETE WITH #4 REBAR AT 12" ON CENTER EACH WAY 3. GENERATOR PAD SHALL EXTEND 6" BEYOND GENERATOR PAD SHALL EXTEND 6" BEYOND GENERATOR ENCLOSURE IN EACH DIRECTION. 4. LIFT STATION SITE LAYOUT MAY BE MODIFIED LIFT STATION SITE LAYOUT MAY BE MODIFIED WITH APPROVAL FROM THE TOWN WASTEWATER SUPERINTENDENT AND TOWN ENGINEER.
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SLOPE DRIVE AT 1% MAX.
TYPICAL LIFT STATION SITE PLAN
OPTION B
DETAIL NO.
DRAWN:
LS-3B
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
DATE:
DCW
NOV. 2019
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GENERATOR
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CONTROL PANEL
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BOLLARD (TYP)
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SLOPE DRIVE AT 1% MAX.
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NEW ASPHALT DRIVE
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NEW 6" THICK CONCRETE
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NEW 6" THICK CONCRETE
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WET WELL
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VALVE VAULT
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DRAINAGE SWALE
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EXISTING CONCRETE WALK
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EXISTING GRASS AREA
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EXISTING ROADWAY
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NOTES: 1. NEW ASPHALT DRIVE SHALL BE: NEW ASPHALT DRIVE SHALL BE: 4" OF #2 STONE 4" OF #53 STONE 3" OF HMA #8 BINDER 1" OF HMA #11 SURFACE 2. NEW GENERATOR PAD SHALL BE: NEW GENERATOR PAD SHALL BE: 8" OF #8 STONE 8" OF CONCRETE WITH #4 REBAR AT 12" ON CENTER EACH WAY 3. GENERATOR PAD SHALL EXTEND 6" GENERATOR PAD SHALL EXTEND 6" BEYOND GENERATOR ENCLOSURE IN EACH DIRECTION. 4. LIFT STATION SITE LAYOUT MAY BE LIFT STATION SITE LAYOUT MAY BE MODIFIED WITH APPROVAL FROM THE TOWN WASTEWATER SUPERINTENDENT AND TOWN ENGINEER.
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GENERATOR
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CONTROL PANEL
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BOLLARD (TYP)
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NEW 6" THICK CONCRETE
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WET WELL
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VALVE VAULT
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SLOPE DRIVE AT 1% MAX.
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DRAINAGE SWALE
STANDARD SANITARY MANHOLE
DETAIL NO.
DRAWN:
S-1
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
DATE:
DCW
NOV. 2019
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UNPAVED AREAS
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PAVED AREAS
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SET TOP OF CASTING FLUSH W/ GRADE IN PAVED AREAS AND SLOPE GRADE AWAY
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SET TOP OF CASTING 3" ABOVE FINISH GRADE IN UNPAVED AREAS AND SLOPE GRADE AWAY
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CAST IRON MANHOLE FRAME AND COVER. COVER SHALL BE SELF-SEALING OR WATERTIGHT.
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CONCRETE BENCH WALL HEIGHT TO BE 80% OF PIPE DIAMETER
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PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478
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WRAP ALL JOINTS WITH EXTERNAL JOINT COLLAR (CRETEX OR SIMILAR)
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#8 CRUSHED STONE
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#4 @ 12" O.C. PER ASTM C478
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TONGUE AND GROOVE JOINT W/ RUBBER GASKET PER ASTM C443 AND JOINT SEALANT (TYP. ALL JOINTS)
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PRECAST ADJUSTING RINGS
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SANITARY SEWER CONNECTION TO MANHOLE
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PRESS-SEAL, KOR-N-SEAL, A-LOK OR APPROVED EQUAL
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EXTEND BASE BEYOND WALLS ONLY FOR MANHOLES OVER 12 FEET DEEP OR WHERE EVIDENCE OF HIGH GROUNDWATER IS PRESENT
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EXTERNAL CHIMNEY SEAL
DOGHOUSE SANITARY MANHOLE
DETAIL NO.
DRAWN:
S-2
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
DATE:
DCW
NOV. 2019
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PRECAST REINFORCED CONCRETE MANHOLE PER ASTM C478 WITH PIPE CUTOUTS FOR EXISTING SEWER
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#8 CRUSHED STONE
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#4 @ 12" O.C. PER ASTM C478
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REMAINDER OF MANHOLE CONSTRUCTION PER STANDARD SANITARY MANHOLE DETAIL
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POURED IN PLACE CONCRETE BASE
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NOTES: 1. DOGHOUSE MANHOLES SHALL ONLY BE ALLOWED WHERE DOGHOUSE MANHOLES SHALL ONLY BE ALLOWED WHERE SPECIFIED ON THE PLANS OR WITH PRIOR WRITTEN APPROVAL OF THE WASTEWATER SUPERINTENDENT OR TOWN ENGINEER. 2. PROTECT AND SUPPORT EXISTING SEWER DURING EXCAVATION.PROTECT AND SUPPORT EXISTING SEWER DURING EXCAVATION.
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SEAL OPENING AROUND EXISTING PIPE WITH NON-SHRINK GROUT
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FORM GROUT BENCH AND SLOPE TO PIPE
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SEAL OPENING AROUND EXISTING PIPE WITH NON-SHRINK GROUT
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CUT AND REMOVE TOP HALF OF EXISTING PIPE
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TOP VIEW
OUTSIDE DROP
SANITARY MANHOLE
DETAIL NO.
DRAWN:
S-3
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
DATE:
DCW
NOV. 2019
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UNPAVED AREAS
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PAVED AREAS
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SET TOP OF CASTING FLUSH W/ GRADE IN PAVED AREAS AND SLOPE GRADE AWAY
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SET TOP OF CASTING 3" ABOVE FINISH GRADE IN UNPAVED AREAS AND SLOPE GRADE AWAY
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CAST IRON MANHOLE FRAME AND COVER. COVER SHALL BE SELF-SEALING OR WATERTIGHT.
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CONCRETE BENCH WALL HEIGHT TO BE 80% OF PIPE DIAMETER
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PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478
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WRAP ALL JOINTS WITH EXTERNAL JOINT COLLAR (CRETEX OR SIMILAR)
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#8 CRUSHED STONE
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#4 @ 12" O.C. PER ASTM C478
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TONGUE AND GROOVE JOINT W/ RUBBER GASKET PER ASTM C443 AND JOINT SEALANT (TYP. ALL JOINTS)
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PRECAST ADJUSTING RINGS
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SANITARY SEWER CONNECTION TO MANHOLE
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PRESS-SEAL, KOR-N-SEAL, A-LOK OR APPROVED EQUAL
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EXTEND BASE BEYOND WALLS ONLY FOR MANHOLES OVER 12 FEET DEEP OR WHERE EVIDENCE OF HIGH GROUNDWATER IS PRESENT
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EXTERNAL CHIMNEY SEAL
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DROP PIPE AND FITTINGS TO BE SAME SIZE AND MATERIAL AS MAIN SEWER
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90° BEND
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6" MIN. 4,000 PSI CONCRETE ENCASEMENT
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90° BENDTURNED UP
INSIDE DROP
SANITARY MANHOLE
DETAIL NO.
DRAWN:
S-4
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
DATE:
DCW
NOV. 2019
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CONSTRUCT PRECAST MANHOLE PER STANDARD SANITARY MANHOLE DETAIL
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KOR-N-SEAL, A-LOK OR APPROVED EQUAL
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DROP PIPE AND FITTINGS TO BE SAME SIZE AND MATERIAL AS MAIN SEWER
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90° SDR 26 PVC BENDPOINTED DOWNSTREAM
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RELINER/DURAN INSIDE DROP BOWL OR APPROVED EQUAL. MOUNT WITH SS ANCHOR BOLTS
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SANITARY SEWER
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GROUT MANHOLE BOTTOM TO PROVIDE SMOOTH TRANSITION
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1" STAINLESS STEEL STRAP WITH 3/4" STAINLESS STEEL EXPANSION ANCHORS (TYP.) PROVIDE TWO STRAPS MIN.
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FLEXIBLE PIPE COUPLER
ADJUSTING RING
DETAIL NO.
DRAWN:
S-5
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
DATE:
DCW
NOV. 2019
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3", 4", 5", OR 6" CONCRETE ADJUSTING RING
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FLEXIBLE JOINT SEALANT BETWEEN JOINTS (TYP.)
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3/8" STAINLESS STEEL EXPANSION BOLTS
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1/2" WIDE x 1/4" DEEP NOTCHES EACH FACE OF ADJUSTING RINGS (TYP.)
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CAST IRON MANHOLE FRAME AND COVER. COVER SHALL BE SELF-SEALING OR WATERTIGHT.
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3/8" STAINLESS STEEL EXPANSION BOLTS, EQUALLY SPACED
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BOLT THROUGH ADJUSTING RINGS INTO CONE SECTION FOR MANHOLES LOCATED IN FLOODPLAINS
EXTERNAL CHIMNEY SEAL
DETAIL NO.
DRAWN:
S-6
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
DATE:
DCW
NOV. 2019
AutoCAD SHX Text
NOTES: 1. ADD RUBBER EXTENSION SLEEVES AS NECESSARY TO COMPLETELY ADD RUBBER EXTENSION SLEEVES AS NECESSARY TO COMPLETELY COVER THE HEIGHT OF CONCRETE ADJUSTING RINGS. EXTERIOR CHIMNEY SEAL SHALL OVERLAP MANHOLE CONE SECTION A MINIMUM OF 3".
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EXTERNAL RUBBER CHIMNEY SEAL WITH STAINLESS STEEL COMPRESSION BANDS (CRETEX OR SIMILAR)
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MANHOLE FRAME AND COVER
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CONCRETE ADJUSTING RINGS
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PRECAST REINFORCED CONCRETE MANHOLE
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PRECAST ADJUSTING RINGS
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MANHOLE FRAME AND COVER
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STAINLESS STEEL COMPRESSION BANDS
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EXTERNAL RUBBER CHIMNEY SEAL WITH STAINLESS STEEL COMPRESSION BANDS (CRETEX OR SIMILAR)
SANITARY MANHOLE
FRAME AND COVER
DETAIL NO.
DRAWN:
S-7
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
DATE:
DCW
NOV. 2019
Z IONSV I LLEFO R A L L T H E R I G H T R E A S O N S
AutoCAD SHX Text
NOTES: 1. FRAME SHALL BE CATALOG NUMBER 1022 AS FRAME SHALL BE CATALOG NUMBER 1022 AS MANUFACTURED BY EAST JORDAN IRON WORKS. LID SHALL BE PROVIDED BY TOWN OF ZIONSVILLE.
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3/8" STAINLESS STEEL EXPANSION BOLTS, EQUALLY SPACED
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SELF-SEALING SOLID COVER
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1/4" DIAMETER NEOPRENE GASKET
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CONCEALED PICKHOLE
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CONCEALED PICKHOLE
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CUSTOM MANHOLE COVER TO BE PROVIDED BY TOWN OF ZIONSVILLE. CONTACT WASTEWATER SUPERINTENDENT.
SANITARY MANHOLE
BOLT-DOWN FRAME AND COVER
Z IONSV I LLEFO R A L L T H E R I G H T R E A S O N S
DETAIL NO.
DRAWN:
S-8
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
DATE:
DCW
NOV. 2019
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NOTES: 1. FRAME SHALL BE CATALOG NUMBER 1022 AS FRAME SHALL BE CATALOG NUMBER 1022 AS MANUFACTURED BY EAST JORDAN IRON WORKS. LID SHALL BE PROVIDED BY TOWN OF ZIONSVILLE. 2. BOLT-DOWN FRAME AND COVER SHALL BE USED ON BOLT-DOWN FRAME AND COVER SHALL BE USED ON MANHOLES THAT EXTEND MORE THAN 3" ABOVE FINISH GRADE. 3. BOLT-DOWN FRAME AND COVER SHALL BE USED ON BOLT-DOWN FRAME AND COVER SHALL BE USED ON MANHOLES LOCATED WITHIN THE LIMITS OF A LEGAL DRAIN OR FEMA DESIGNATED FLOODPLAIN.
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3/8" STAINLESS STEEL ANCHOR BOLTS, EQUALLY SPACED
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SELF-SEALING SOLID COVER
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1/4" DIAMETER NEOPRENE GASKET
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CONCEALED PICKHOLE
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1/2" BRONZE HEXAGONAL HEAD COUNTERSUNK COVER BOLT (TYP. OF 4)
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CONCEALED PICKHOLE
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BOLT THROUGH ADJUSTING RINGS INTO CONE SECTION FOR MANHOLES LOCATED IN FLOODPLAINS
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CUSTOM MANHOLE COVER TO BE PROVIDED BY TOWN OF ZIONSVILLE. CONTACT WASTEWATER SUPERINTENDENT.
DETAIL NO.
DRAWN:
S-9
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
SANITARY SEWER
TRENCH AND BEDDING
DATE:
DCW
NOV. 2019
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RESTORE PAVED SURFACES TO MATCH EXISTING MATERIAL AND THICKNESS
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NOTES: 1. FLOWABLE FILL MAY BE USED AS BACKFILL ONLY FLOWABLE FILL MAY BE USED AS BACKFILL ONLY WITH PRIOR APPROVAL FROM THE WASTEWATER SUPERINTENDENT OR TOWN ENGINEER.
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PAVED AREAS
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UNPAVED AREAS
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INITIAL BACKFILL SHALL BE INDOT #8 CRUSHED STONE
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TRACER WIRE (NOT REQUIRED FOR GRAVITY SEWERS)
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WARNING TAPE
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PIPE BEDDING SHALL BE INDOT #8 CRUSHED STONE
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FINAL BACKFILL SHALL BE STRUCTURE BACKFILL PER INDOT SS 904.05 UNDER OR WITHIN 5 FEET OF PAVEMENT
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REMOVE UNSATISFACTORY SOIL FROM TRENCH BOTTOM AND REPLACE WITH COMPACTED BACKFILL
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SAW CUT EXISTING PAVEMENT AT TRENCH LIMITS
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SLOPE OR BENCH AS REQUIRED
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FINAL BACKFILL SHALL BE SATISFACTORY SOIL PER EARTHWORK FOR UTILITIES SPECIFICATION
DETAIL NO.
DRAWN:
S-10
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
WATER AND SEWER CROSSING
DATE:
DCW
NOV. 2019
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FINISH GRADE
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NOTES: 1. IF THE MINIMUM VERTICAL OR HORIZONTAL SEPARATION INDICATED CANNOT BE MET, THE SANITARY IF THE MINIMUM VERTICAL OR HORIZONTAL SEPARATION INDICATED CANNOT BE MET, THE SANITARY SEWER PIPE MATERIAL SHALL BE DR18 AWWA C900 PVC, DR21 AWWA C905 PVC, OR CLASS 51 DUCTILE IRON. 2. IF VERTICAL SEPARATION BETWEEN THE WATER MAIN AND SANITARY SEWER IS LESS THAN 12", A 4,000 IF VERTICAL SEPARATION BETWEEN THE WATER MAIN AND SANITARY SEWER IS LESS THAN 12", A 4,000 PSI CONCRETE CRADLE MUST BE PROVIDED FOR SUPPORT. A MINIMUM CLEAR DISTANCE OF 3" BETWEEN THE WATER AND SANITARY MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE.
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WATER MAIN
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SANITARY SEWER
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WATER MAIN
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SANITARY SEWER
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JOINT
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JOINT
DETAIL NO.
DRAWN:
S-11
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
CONCRETE ENCASEMENT
DATE:
DCW
NOV. 2019
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FINAL BACKFILL MATERIAL PER SANITARY SEWER TRENCHING AND BEDDING DETAIL
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NOTES: 1. DO NOT BACKFILL UNTIL CONCRETE HAS ADEQUATELY CURED. DO NOT BACKFILL UNTIL CONCRETE HAS ADEQUATELY CURED. 2. CONCRETE ENCASEMENT TO BE USED WHEN COVER OVER CONCRETE ENCASEMENT TO BE USED WHEN COVER OVER SANITARY PIPE IS LESS THAN 4 FEET, OR WHEN DIRECTED BY THE TOWN ENGINEER.
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4,000 PSI CONCRETE
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SANITARY SEWER PIPE
DETAIL NO.
DRAWN:
S-12
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
FORCE MAIN DISCHARGE
TO MANHOLE
DATE:
DCW
NOV. 2019
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DI PIPE
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PRECAST CONCRETE MANHOLE PER STANDARD SANITARY MANHOLE DETAIL
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PVC
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TRANSITION PVC TO DI PIPE WITH SLEEVE AS REQUIRED
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DI DROP PIPE AND FITTINGS, MATCH FORCE MAIN SIZE
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90° DI BEND
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6" MIN. 4,000 PSI CONCRETE ENCASEMENT
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CORE DRILLED OPENING WITH PRESS-SEAL, KOR-N-SEAL, A-LOK, OR APPROVED EQUAL
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90° DI TURNED DOWNBEND AS REQUIRED
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TRACER WIRE
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SNAKEPIT MAGNETIZED TRACER BOX OR APPROVED EQUAL. USE TRAFFIC-RATED TRACER BOX IN PAVED AREAS.
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90° BENDTURNED UP W/ CAP
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COAT MANHOLE INTERIOR WITH 16 TO 20 MILS OF TNEMEC 46H-413 OR APPROVED EQUAL
DETAIL NO.
DRAWN:
S-13
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
AIR RELEASE VALVE
DATE:
DCW
NOV. 2019
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NOTES: 1. INSTALL AIR RELEASE VALVES AT ALL HIGH POINTS IN FORCE INSTALL AIR RELEASE VALVES AT ALL HIGH POINTS IN FORCE MAIN. 2. PROVIDE ODOR CONTROL MEDIA UNIT WITH FRESH AIR INTAKE AT PROVIDE ODOR CONTROL MEDIA UNIT WITH FRESH AIR INTAKE AT REQUEST OF WASTEWATER SUPERINTENDENT OR TOWN ENGINEER.
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FORCE MAIN
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FORCE MAIN
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PROTECTIVE WOOD POST AND SUPPORT BRACKET
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1-1/2" PVC AIR RELEASE TURNED DOWN TOWARD THE GROUND
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FLANGE TEE WITH BLIND FLANGE TAPPED FOR 2" NPT
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48" PRECAST CONCRETE VAULTCONFORMING TO ASTM C857/C858
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AIR RELEASE VALVE, SEE TABLE BELOW
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BACKFILL ABOVE FORCE MAIN WITH 12" MIN. OF INDOT #8 CRUSHED STONE
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DI PIPE WITHIN VAULT AND 5 FEET EITHER SIDE, THEN TRANSITION TO FORCE MAIN MATERIAL AS NEEDED
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KOR-N-SEAL, A-LOK OR APPROVED EQUAL
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INDOT #8 CRUSHED STONE. EXTEND BELOW STRUCTURE 8" MIN.
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SET TOP OF CASTING 3" ABOVE FINISH GRADE IN UNPAVED AREAS AND SLOPE GRADE AWAY
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CAST IRON MANHOLE FRAME AND COVER. COVER SHALL BE SELF-SEALING OR WATERTIGHT.
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SET TOP OF CASTING FLUSH W/ GRADE IN PAVED AREAS AND SLOPE GRADE AWAY
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FORCE MAIN SIZE
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4" OR SMALLER
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6"-12"
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12" OR LARGER
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ARV SIZE
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ARV MODEL
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2"
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3"
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3"
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ARI D-26 OR EQUAL
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ARI D-025, ARI D-025L, OR EQUAL
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ARI D-025, ARI D-025L, OR EQUAL
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BALL VALVE
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PERSNICKETY PEACEMAKER ODOR CONTROL VENT SCRUBBER
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EXTEND HORIZONTAL AIR RELEASE PIPING AS NEEDED TO KEEP ABOVE GROUND ELEMENTS OUT OF ROADWAYS AND WALKWAYS
DETAIL NO.
DRAWN:
S-14
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
SERVICE LATERAL CONNECTION
DATE:
DCW
NOV. 2019
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UNDISTURBED EARTH
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FINISH GRADE
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NOTES: 1. CONTRACTOR SHALL NOT BACKFILL CONNECTION UNTIL TOWN HAS INSPECTED AND RECORDED MEASUREMENTS AND ELEVATIONS. CONTRACTOR SHALL NOT BACKFILL CONNECTION UNTIL TOWN HAS INSPECTED AND RECORDED MEASUREMENTS AND ELEVATIONS. 2. SERVICE LATERAL SHALL BE SLOPED AT 2% MINIMUM. SERVICE LATERAL SHALL BE SLOPED AT 2% MINIMUM. 3. SEPARATION OF WYE FITTINGS FOR OPPOSITE SIDE LATERALS SHALL BE 1'-0" MIN. SEPARATION OF WYE FITTINGS FOR OPPOSITE SIDE LATERALS SHALL BE 1'-0" MIN. 4. SEPARATION OF WYE FITTINGS FOR SAME SIDE LATERALS SHALL BE 5'-0" MIN. SEPARATION OF WYE FITTINGS FOR SAME SIDE LATERALS SHALL BE 5'-0" MIN. 5. ALL PIPING FROM WYE TO BEND FITTING SHALL BE SDR 26 INSTEAD OF SDR 35 FOR MAIN LINES DEEPER THAN 20'. ALL PIPING FROM WYE TO BEND FITTING SHALL BE SDR 26 INSTEAD OF SDR 35 FOR MAIN LINES DEEPER THAN 20'. 6. FINISHED FLOOR ELEVATION OF CONNECTED BUILDINGS SHALL BE SET 12" MIN. ABOVE RIM ELEVATION OF UPSTREAM MANHOLE TO PREVENT FINISHED FLOOR ELEVATION OF CONNECTED BUILDINGS SHALL BE SET 12" MIN. ABOVE RIM ELEVATION OF UPSTREAM MANHOLE TO PREVENT SANITARY BACKUPS. OTHERWISE, BACKFLOW PREVENTION MUST BE PROVIDED ON THE SERVICE CONNECTION. 7. FLEXIBLE TEE SADDLES SHALL HAVE STAINLESS STEEL SERIES 300 CLAMPS TIGHTENED TO 60 INCH-POUNDS OF TORQUE MIN.FLEXIBLE TEE SADDLES SHALL HAVE STAINLESS STEEL SERIES 300 CLAMPS TIGHTENED TO 60 INCH-POUNDS OF TORQUE MIN.
AutoCAD SHX Text
6" SDR 35 PVC SERVICE LATERAL
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BACKFILL BELOW SERVICE LATERAL WITH 6" MIN. OF INDOT #8 CRUSHED STONE
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ENCASE IN 4" MIN. OF 4,000 PSI CONCRETE
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SEWER MAINS LESS THAN 12' DEEP
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SEWER MAINS OVER 12' DEEP
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RIGHT-OF-WAY OR EASEMENT LINE
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CAP LATERAL FOR FUTURE CONNECTION
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6" SDR 35 PVC SERVICE LATERAL
AutoCAD SHX Text
BACKFILL BELOW SERVICE LATERAL WITH 6" MIN. OF INDOT #8 CRUSHED STONE
AutoCAD SHX Text
CAP LATERAL FOR FUTURE CONNECTION
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RIGHT-OF-WAY OR EASEMENT LINE
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PAINTED GREEN 2"x4" MARKED WITH DEPTH TO LATERAL (TYP. FOR ALL LATERALS)
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22.5° OR45° BEND
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22.5° OR45° BEND
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6" WYE CONNECTION TO SANITARY MAIN LINE
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6" WYE CONNECTION TO SANITARY MAIN LINE
AutoCAD SHX Text
12" MIN. OF INDOT #8 CRUSHED STONE ABOVE SERVICE LATERALS
DETAIL NO.
DRAWN:
S-15
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
SANITARY CLEANOUT AND NEW
LATERAL INSTALLATION
DATE:
DCW
NOV. 2019
AutoCAD SHX Text
BUILDING WALL
AutoCAD SHX Text
NOTES: 1. LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE FOOT ABOVE THE TOP OF THE NEAREST MANHOLE RIM ELEVATION. 2. A CLEANOUT IS REQUIRED AT EACH BEND GREATER A CLEANOUT IS REQUIRED AT EACH BEND GREATER THAN 45 DEGREES AND EVERY 100 FEET ALONG A SANITARY LATERAL. 3. THERE SHALL BE NO BASEMENT DRAINS CONNECTED THERE SHALL BE NO BASEMENT DRAINS CONNECTED TO THE SANITARY MAIN. 4. SDR 26 PVC SHALL BE USED IN LIEU OF SDR 35 SDR 26 PVC SHALL BE USED IN LIEU OF SDR 35 PVC FOR INSTALLATIONS UNDER PAVED SURFACES.
AutoCAD SHX Text
LOWEST FLOOR ELEVATION
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FINISH GRADE
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SEWER CLEANOUT LID MODEL LH-10 BY VESTAL MANUFACTURING OR APPROVED EQUAL
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6" PVC PLUG
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4" PVC PLUG
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4"x4"x4" PVC WYE
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6"x6"x6" PVC WYE
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6" SDR 35 OR SDR 26 PVC SLOPED AT A MINIMUM OF 2%
AutoCAD SHX Text
6" SDR 35 OR SDR 26 PVC RISER
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TRACER WIRE EXTENDED TO SEWER MAIN
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BACKFILL BELOW SERVICE LATERAL WITH 6" MIN. OF INDOT #8 CRUSHED STONE
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TO SANITARY MAIN
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BACKFILL ABOVE SERVICE LATERAL WITH 12" MIN. OF INDOT #8 CRUSHED STONE
AutoCAD SHX Text
4"x6" INCREASER
DETAIL NO.
DRAWN:
S-16
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
EXISTING LATERAL REPAIR OR
REPLACEMENT
DATE:
DCW
NOV. 2019
AutoCAD SHX Text
BUILDING WALL
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GENERAL NOTES: 1. LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE FOOT ABOVE THE RIM ELEVATION OF THE NEAREST MANHOLE. 2. A CLEANOUT IS REQUIRED AT EACH BEND GREATER THAN 45 A CLEANOUT IS REQUIRED AT EACH BEND GREATER THAN 45 DEGREES AND EVERY 100 FEET ALONG A SANITARY LATERAL. 3. THERE SHALL BE NO BASEMENT DRAINS CONNECTED TO THE THERE SHALL BE NO BASEMENT DRAINS CONNECTED TO THE SANITARY MAIN. 4. EXISTING INTERIOR PIPING MAY BE SMALLER THAN 4" DIAMETER. EXISTING INTERIOR PIPING MAY BE SMALLER THAN 4" DIAMETER. 5. VARIATIONS FROM THE REQUIRED PIPE MATERIAL MUST BE VARIATIONS FROM THE REQUIRED PIPE MATERIAL MUST BE APPROVED BY THE WASTEWATER SUPERINTENDENT OR BUILDING INSPECTOR.
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LOWEST FLOOR ELEVATION
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FINISH GRADE
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6" PLUG
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PLUG
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WYE
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WYE
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SANITARY LATERAL
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RISER
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TRACER WIRE EXTENDED TO SEWER MAIN
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BACKFILL BELOW SERVICE LATERAL WITH 6" MIN. OF INDOT #8 CRUSHED STONE
AutoCAD SHX Text
TO SANITARY MAIN
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BACKFILL ABOVE SERVICE LATERAL WITH 12" MIN. OF INDOT #8 CRUSHED STONE
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INCREASER AS NEEDED
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LATERAL REPAIR AND REPLACEMENT NOTES: 1. LATERAL SHALL BE REMOVED AND REPLACED IN ITS ENTIRETY LATERAL SHALL BE REMOVED AND REPLACED IN ITS ENTIRETY IF THE EXISTING PIPE MATERIAL IS ORANGEBURG PIPE. 2. LATERAL SHALL BE REMOVED AND REPLACED IN ITS ENTIRETY LATERAL SHALL BE REMOVED AND REPLACED IN ITS ENTIRETY IF GREATER THAN 50% OF THE TOTAL LATERAL LENGTH REQUIRES REPAIR OR REPLACEMENT AS DETERMINED BY BUILDING INSPECTOR. 3. LATERAL SHALL BE REMOVED AND REPLACED IN ITS ENTIRETY LATERAL SHALL BE REMOVED AND REPLACED IN ITS ENTIRETY IF GREATER THAN 50% OF THE TOTAL LATERAL LENGTH HAS BEEN REPAIRED PREVIOUSLY, AS DETERMINED BY BUILDING INSPECTOR. 4. EXTERIOR CLEANOUTS ARE REQUIRED. INSTALL AS SHOWN FOR EXTERIOR CLEANOUTS ARE REQUIRED. INSTALL AS SHOWN FOR ALL LATERALS WHERE NO EXTERIOR CLEANOUT EXISTS. 5. PROVIDE CCTV VIDEO INSPECTION OF ALL LATERALS FOLLOWING PROVIDE CCTV VIDEO INSPECTION OF ALL LATERALS FOLLOWING REPAIR OR REPLACEMENT. APPROVAL OF REPAIRED OR REPLACED LATERAL IS DEPENDENT ON REVIEW AND ACCEPTANCE OF CCTV INSPECTION BY WASTEWATER SUPERINTENDENT AND TOWN ENGINEER. 6. CONTACT BUILDING INSPECTOR A MINIMUM OF 24 HOURS PRIOR CONTACT BUILDING INSPECTOR A MINIMUM OF 24 HOURS PRIOR TO FINAL INSPECTION. APPROVAL OF LATERAL IS DEPENDENT ON ACCEPTANCE BY BUILDING INSPECTOR.
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EX. PIPE MATERIAL
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EX. PIPE SIZE
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NEW PIPE MATERIAL
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NEW PIPE SIZE
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ORANGEBURG
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CAST IRON
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DUCTILE IRON
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SCHEDULE 40 PVC
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SDR 35 PVC
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SDR 26 PVC
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CLAY PIPE
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ORANGEBURG
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CAST IRON
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DUCTILE IRON
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SCHEDULE 40 PVC
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SDR 35 PVC
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SDR 26 PVC
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CLAY PIPE
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6"
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>6"
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6"
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6"
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6"
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6"
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6"
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6"
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>6"
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>6"
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>6"
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>6"
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>6"
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>6"
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SDR 35 PVC
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SDR 35 PVC
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SDR 35 PVC
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SCH. 40 OR SDR 35 PVC
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SDR 35 PVC
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SDR 26 PVC
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SDR 35 PVC
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SDR 35 PVC
AutoCAD SHX Text
SDR 35 PVC
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SDR 35 PVC
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SCH. 40 OR SDR 35 PVC
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SDR 35 PVC
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SDR 26 PVC
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SDR 35 PVC
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6"
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6"
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6"
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6"
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6"
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6"
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6"
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MATCH EX.
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MATCH EX.
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MATCH EX.
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MATCH EX.
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MATCH EX.
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MATCH EX.
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MATCH EX.
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SEWER CLEANOUT LID MODEL LH-10 BY VESTAL MANUFACTURING OR APPROVED EQUAL
GRIN
DER
PUMP
AND
LOW
PRE
SSUR
ESE
WER
LAT
ERAL
INST
ALLA
TION
TOWN
OF Z
IONS
VILLE
STAN
DARD
CONS
TRUC
TION D
ETAIL
S
S-17
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BUILDING WALL
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CONTROL PANEL MOUNTED ON BUILDING OR POST
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POWER CABLE
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MIN. 4" PVC BUILDING SEWER
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GRINDER PUMP STATION
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1-1/4" SDR11 HDPE LPS LATERAL
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STAINLESS STEEL LATERAL KIT WITH SS CURB STOP BALL VALVE AND CHECK VALVE
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LPS MAIN
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ELOCTROFUSION HDPE SADDLE TAP
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STONE BASE AND ANTI-FLOATATION COLLAR PER GRINDER PUMP STATION MANUFACTURER'S RECOMMENDATIONS
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GROUND SURFACE
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RESPONSIBILITY OF PROPERTY OWNER
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VALVE BOX W/ CAST IRON COVER/LID.
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TRACER WIRE ALONG ENTIRE LATERAL. CONNECT TO TRACER WIRE AT MAIN. EXTEND UP IN VALVE BOX.
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R/W OR EASEMENT LINE
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LOWEST FINISHED FLOOR SERVED BY GRAVITY CONNECTION
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SLOPE SURROUNDING GRADE AWAY FROM STATION
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DO NOT REST VALVE BOX ON PIPE OR VALVE
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INCLUDE CLEANOUT ON BUILDING SEWER IF GRINDER PUMP PIT IS GREATER THAN 5 FT. FROM BUILDING
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MIN 6" OF #8 STONE OR BLOCKING PER VALVE MANF. RECOMMENDATIONS
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DETAIL NO.
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DRAWN:
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DATE:
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GWL
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MAY 2022
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NOTES: 1. GRINDER PUMPS SHALL BE SEMI-POSITIVE GRINDER PUMPS SHALL BE SEMI-POSITIVE DISPLACEMENT TYPE: EONE - EXTREME SERIES ZOELLER -SHARK SERIES 810 OR 815 OR APPROVED EQUAL
DETAIL NO.
DRAWN:
S-18
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
FLUSHING CONNECTIONS ON LOW
PRESSURE SEWER MAIN
DATE:
DCW
NOV. 2019
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GATE VALVE
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SEE METER VAULT DETAIL
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45° ELBOW
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WYE
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LOW PRESSURE SEWER MAIN
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LOW PRESSURE SEWER MAIN
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GATE VALVE
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45° ELBOW
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WYE
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LOW PRESSURE SEWER MAIN
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LOW PRESSURE SEWER MAIN
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SEE METER VAULT DETAIL
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VALVE BOX AND BALL VALVE SIZED PER LOW PRESSURE SEWER MAIN
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45° ELBOW
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WYE
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GATE VALVE
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DOUBLE FLUSHING CONNECTION ON LPS MAIN
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SINGLE FLUSHING CONNECTION ON LPS MAIN
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BACKFILL 6" MIN. BELOW LPS WITH INDOT #8 CRUSHED STONE
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BACKFILL 6" MIN. ABOVE LPS WITH INDOT #8 CRUSHED STONE
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BACKFILL 6" MIN. BELOW LPS WITH INDOT #8 CRUSHED STONE
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BACKFILL 6" MIN. ABOVE LPS WITH INDOT #8 CRUSHED STONE
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END CAP
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VALVE BOX AND BALL VALVE SIZED PER LOW PRESSURE SEWER MAIN
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INCLUDE VALVE BOX, BALL VALVE, AND END CAP ONLY AT TERMINAL END FLUSHING STATIONS
DETAIL NO.
DRAWN:
S-19
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
PLUG VALVE INSTALLATION
DATE:
DCW
NOV. 2019
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3,000 PSI CONCRETE ENCASEMENT
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FINISH GRADE
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VALVE BOX COVER LABELED "SEWER" SET FLUSH WITH GRADE
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FORCE MAIN FLOW
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FORCE MAIN FLOW
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PAVED AREAS
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UNPAVED AREAS
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VALVE
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UNDISTURBED EARTH
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BLOCKING
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NOTES: 1. USE ONLY MANUFACTURED VALVE USE ONLY MANUFACTURED VALVE BOX EXTENSIONS. 2. PROVIDE AN EXTENSION KIT FROM PROVIDE AN EXTENSION KIT FROM THE VALVE MANUFACTURER IF VALVE OPERATING NUT IS GREATER THAN 6'-0" FROM GRADE.
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3,000 PSI CONCRETE ENCASEMENT
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VALVE BOX COVER
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SEWER
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COMPACTED BACKFILL
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ASPHALT OR CONCRETE PAVEMENT
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VALVE BOX (SHOULD NOT BE IN CONTACT W/ VALVE OR MAIN)
DETAIL NO.
DRAWN:
S-20
STANDARD CONSTRUCTION DETAILS
TOWN OF ZIONSVILLE
FLOW METER VAULT
DATE:
DCW
NOV. 2019
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NOTES: 1. A FLOW METER IS REQUIRED ON ALL LIFT STATION DISCHARGES. FLOW METERS AT LIFT A FLOW METER IS REQUIRED ON ALL LIFT STATION DISCHARGES. FLOW METERS AT LIFT STATIONS SHALL BE CONTAINED IN THE VALVE VAULT AS SHOWN IN DETAIL LS-1 WHERE POSSIBLE. WHERE NOT POSSIBLE, THIS DETAIL SHALL BE USED. 2. ENSURE THAT A MINIMUM DISTANCE OF 10 TIMES THE PIPE DIAMETER UPSTREAM AND 5 ENSURE THAT A MINIMUM DISTANCE OF 10 TIMES THE PIPE DIAMETER UPSTREAM AND 5 TIMES THE PIPE DIAMETER DOWNSTREAM ARE FREE FROM BENDS AND APPURTENANCES.
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48" PRECAST CONCRETEMETER VAULT PER ASTM C478
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SET TOP OF CASTING FLUSH W/ GRADE IN PAVED AREAS AND SLOPE GRADE AWAY
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SET TOP OF CASTING 3" ABOVE FINISH GRADE IN UNPAVED AREAS AND SLOPE GRADE AWAY
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SEAL ALL PIPE PENETRATIONS WITH NON-SHRINK GROUT
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3/4" SENSOR CABLE TO TRANSMITTER
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FLOW METER
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REDUCER
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FORCE MAIN
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REDUCER
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FORCE MAIN
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PLUG VALVE
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PLUG VALVE
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DI PIPE
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DI PIPE
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DI PIPE
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DI PIPE
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REDUCER
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FORCE MAIN
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PLUG VALVE
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REDUCER
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FORCE MAIN
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PLUG VALVE
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PRESS-SEAL, KOR-N-SEAL, A-LOK OR APPROVED EQUAL
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CAST IRON MANHOLE FRAME AND COVER. COVER SHALL BE SELF-SEALING OR WATERTIGHT.
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INDOT #8 CRUSHED STONE. EXTEND BELOW STRUCTURE 8" MIN.
GR
EA
SE TR
AP
TO
WN
O
F ZIO
NS
VILLE
STA
ND
AR
D C
ON
STR
UC
TIO
N D
ETA
ILS
DETAIL NO.
DRAWN:
S-21
DATE:
DCW
NOV. 2019
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NOTES: 1. McCREARY CONCRETE PRODUCTS, INC. APPROXIMATE WEIGHTS: McCREARY CONCRETE PRODUCTS, INC. APPROXIMATE WEIGHTS: BASE SECTION - 9375 LBS RISER SECTION - 7650 LBS TOP SLAB - 5700 LBS TOTAL STRUCTURE WEIGHT - 22725 LBS 2. STRUCTURE TO BE SEALED IN THE FIELD WITH A SINGLE ROW OF STRUCTURE TO BE SEALED IN THE FIELD WITH A SINGLE ROW OF KENTSEAL NO. 2 PREMIUM OR FLEXIBLE BUTYL RESIN CONCRETE SEALANT CONFORMING TO ASTM 990 3. GREASE TRAP SHALL BE 4,000 PSI CONCRETE CONFORMING TO GREASE TRAP SHALL BE 4,000 PSI CONCRETE CONFORMING TO ASTM C478. 4. SIZING MUST BE APPROVED BY TOWN ENGINEER. SIZING MUST BE APPROVED BY TOWN ENGINEER. 5. SHOP DRAWINGS MUST BE SUBMITTED TO THE TOWN ENGINEER SHOP DRAWINGS MUST BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL.
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FINISHED GRADE
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SLOPE AWAY FROM CASTING
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FINISHED GRADE
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SLOPE AWAY FROM CASTING
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LIQUID LEVEL
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TEE
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SEDIMENT HOLDING COMPARTMENT
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FRAME AND COVER TO EXTEND 3" ABOVE FINISHED GRADE. PROVIDE BOLT-DOWN COVER FOR GREASE TRAPS IN FLOODWAY. COVER SHALL BE LABELED "GREASE" (TYP.)
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24" RCPRISER
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FROST LINE
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CORE-DRILLED OPENING W/ A-LOK RESILIENT CONNECTOR OR APPROVED EQUAL (TYP. ALL PIPE PENETRATIONS)
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SEE JOINT DETAIL. NO CORE WILL BE PERMITTED WITHIN 6" OF JOINTS
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SS SUPPORT
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MONOLITHIC BAFFLE
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INFLUENT
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EFFLUENT
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ADJUSTING RING (TYP.)
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3/8" SS ANCHOR BOLTS (TYP.)
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SEE NOTE 2 BELOW
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SEAL INTERNAL JOINTS W/ NON-SHRINK GROUT
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SEAL EXTERNAL JOINTS W/ INFI-SHIELD GATOR WRAP BY SEALING SYSTEMS, INC. OR APPROVED EQUAL
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TOP VIEW
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JOINT DETAIL
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INDOT #2 STONE AS REQUIRED FOR UNSTABLE SOIL CONDITIONS
