HD CONDUIT MIN. 10% FALL CHAMBER MONITORING SYSTEM HD CONDUIT REFER NOTE 13 SECTION C-C DETAILS OF BENCHING

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1 FLOT SWITH DN50 upv PRESSURE FOR SENSOR TUING ( OVER) REFER TO 4 ND FLOT SWITH (50%) DN80 upv SUTION (600 OVER) GRVITY SEWER MINS FLL TOWRDS SUMP REFER TO NOTE 9 PLN (OVERS REMOVED) SLIDE GTE VLVE ± HMER MONITORING SYSTEM SUMP VUUM 0 HMER MONITORING SYSTEM OUNDRY DRIN HOLES MX. 0mm REFER TO NOTE. 90 SLIDE GTE VLVES DN RETHER TUE GRDE FROM OLLRD TO PIT DN60 GL. STEEL RETHER OLLRD WITH x FOOTING DRIN VUUM MIN RELIEF VLVE SLIDE GTE VLVE 60 NOM. REFER TO NOTE 0 REFER TO NOTE 7 MIN. 0% FLL VUUM VLVE, REFER TO MNUFTURERS SPES MIN HD ONDUIT HMER MONITORING SYSTEM HD ONDUIT ESEMENT SINGLE RESIDENTIL SITES OTHER THN SINGLE RESIDENTIL SITES LL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE. ENHING TO HVE 80mm FLL TO SUMP FOR 050mm MNHOLE. NORML OPERTING DEPTH OF THE SUTION IS.8M TO.4M GRETER DEPTHS REQUIRE PPROVL FROM SEQSP. SENSING LINE LENGTH IS NOT TO EXEED 4 METRES. VLVE PIT IS SINGLE PIEE OTYPE 8 POLYRETE OR SIMILR WITH TWO PRT ONRETE OVER TO MTH THE OVER LSS OF THE VUUM OLLETION MNHOLE VLVE TO E ENTRLLY LOTED ELOW LID. VLVE OX NEED NOT E IN LINE WITH VUUM MIN. MXIMUM DEVITION NGLE IS 45 DEGREES. WORK PENETRTIONS TO THE HMER ND PIT RE TO E SELED WITH EPOXY MORTR. IF HNNEL IS REQUIRED IN THE ESS HMER ENHING, PENETRTIONS FOR GRVITY SEWER MINS INTO THE ESS HMER RE TO E OFFSET IN ORDNE WITH SEQSP ODE DRWINGS SEQSEW04. MOUNT SUTION TO MINTIN 50mm MIN. LERNE ETWEEN TOP OF VUUM VLVE ND UNDERSIDE OF ESS HMER. 0mm RETHER HOSE IS TO SLOPE DOWNWRDS FROM VUUM VLVE TO THE EXTERNL RETHER UNIT. OPTIONL RRNGEMENT FOR SENSING TUE: SWJ DN50 upv PRESSURE FOR FULL DISTNE TO VLVE OX ND OMMENE SENSOR TUING IN VLVE OX (PY TTENTION TO ENSURE THT JOINTS RE IRTIGHT). MNHOLE FORMT, REFER TO SEQ SP ODE DRWINGS SEQSEW SERIES. PENETRTION THROUGH OLLETION HMER WLL REFER DWG. SEQV06 FOR DETIL. OLLETION HMERS & VUUM SEWERS SHLL E LOTED IN THE FOOTPTH. THE ONNETION SHLL E 00mm. OLLETION HMER LINERS SHLL E POLYETHYLENE LSS PE00 TO S 40 ND S 4. ONNETIONS SHLL E MIN 50mm DI. 800 MX OUNDRY VM VM VM VM VM VM VM VM VM VM VM VM VM W W W W W VM EXTERNL RETHER T OUNDRY OUNDRY FOOTPTH 00 ENHING TO E GRDED TO SUMP. ENHES ND HNNELS TO HVE SMOOTH FINISH SUMP GENERL VUUM SEWERS WILL ONLY E USED TO SERVIE RES NOMINTED Y THE RELEVNT SEQSP. DTE REFER TO NOTE ST INSITU ONRETE SE UTH. DETILS OF ENHING SEQ WTER REFER NOTE WORK PRTIES MUST OMPLY WITH LL PPLILE OUPTIONL HELTH & SFETY LEGISLTION OUNDRY RODWY VM VM W W W W W W W W W W W W W S E E E E E E E E E E E E E E E OUNDRY VRITIONS IN ONFIGURTION VUUM SEWERGE STNDRD DRWING VUUM OLLETION MNHOLE VM G DRWING No. SERVIE LLOTIONS WTER SEWER POWER ONLY USE THIS FORMT WHEN THE WTER MIN IS ON OTHER SIDE OF ROD SERVIE PROVIDERS & VLVE PIT SEQV TYPIL DETIL L NOT TO SLE R ORG DTE:

2 ON SL 600 NOM ONRETE SURROUND EDDED ON 0 THIK MORTR FLUSH FOR ESTLISHED RES ND PVEMENTS, 50 ELSEWHERE OURSES OF 0 WIDE RIKWORK PREST R.. ON SL DN REINFORED ONRETE SHFT STEP IRONS OR LDDER ONLY ENHING TO E GRDED TO SUMP. ENHES ND HNNELS TO HVE SMOOTH FINISH 900 NOM PLN OVERS NOT SHOWN FOR LRITY ONRETE MX ± 00 GRVITY SEWERS RETHER ELL VUUM INTERFE VLVE RETHER SUMP OVER SURROUND ONRETE 60 0 VUUM INTERFE VLVE () 70 7 ( (0) GRVITY SEWERS SE STEP IRONS OR LDDER ONLY SS RKETS PER. UPPER RKET TO SUPPORT ELOW N E SUPPLIED DEPTHS EG (800 OR 0) OR FOR VRIOUS DEPTHS TO MIN 70 MIN 50 STINLESS STEEL FLEXILE OUPLINGS DN80 PV SUTION ND DN50 PV SENSOR. S TO E FIXED TO WLL WITH SS FSTENING RKETS 0 LER FROM WLL. DN50 GRVITY SEWER INTERFE VLVE NOT SHOWN DN80 PV ONNETION VUUM SEWER (INTERNL RETHER SHOWN LSO VILLE S N EXTERNL RETHER) ST INSITU ONRETE SE DN80 VUUM RTED FLEXILE PV MIN OVER 900 DN00 ORED HOLE PRLLEL TO ENTRE LINE OF HMER REFER NOTE. REFER NOTE.. LL DIMENSIONS RE IN MILLIMETRES UNLESS SHOWN OTHERWISE.. OLLETION HMER OVERS SHLL E SQURE TO KERS ND OR OUNDRIES WHERE PRTILE.. OLLETION HMER OVERS SHLL OPEN WY FROM KERS, FENES ND OTHER OSTRUTIONS WHIH MY HINDER. OVERS IN TRFFILE RES SHLL OPEN GINST THE OF TRFFI. 4. RIKWORK IN WET GROUND SHLL E RENDERED ON THE OUTSIDE FE WITH EMENT MORTR. RENDER SHLL E THIK. WET GROUND IS: (a) LY OR LOMY SOIL (b) NY GROUND LESS THN 600 OVE THE ESTIMTED GROUND WTER LEVEL. 5. RIKS SHLL E 0 X 0 X EMENT MORTR Y VOLUME SHLL E ONE PRT EMENT TO THREE PRTS SND. 7. STEP IRONS ND LDDERS SHLL OMPLY WITH WS PS4 ND WS PS 5 OR 6 OR 7, RESPETIVELY. 8. ONLY OLLETION HMERS ND OLLETION HMER OMPONENTS PPROVED Y THE SEQSP SHLL E USED. 9. VUUM INTERFE VLVE S SHLL E INSTLLED Y N INSTLLER REDITED Y THE VLVE MNUFTURER x 600 NOM. SIZE D.I. TWO PRT OVER ND FRME, LSS OR D TO SUIT LOTION. RIKWORK DJUSTED TO SUIT.. PENETRTION THROUGH OLLETION HMER WLL REFER TO DRWING SEQV06 FOR DETIL.. VUUM SEWERS WILL ONLY E USED TO SERVIE RES NOMINTED Y THE RELEVNT SEQSP. VUUM SUPPLIED S VUUM INTERFE VLVE INLUDING FLEXILE OUPLINGS RETHER ELL INLUDING SSOITED WORK ND FSTENING RKETS SUTION KIT INLUDING DN80 PV SUTION, DN50PV SENSOR, ONNETING TUES ND SS FSTENING RKETS SEQSP REQUIRE LL INTERFE VLVES TO E PROVIDED OUTSIDE HMER IN SEPRTE PITS S PER DWG. SEQV. DTE UTH. SEQ WTER WORK PRTIES MUST OMPLY WITH LL PPLILE OUPTIONL HELTH & SFETY LEGISLTION VUUM SEWERGE STNDRD DRWING DN OLLETION HMER WITH G DRWING No. SERVIE PROVIDERS SINGLE VUUM INTERFE VLVE SEQV0 DN50 & DN SEWERS,.8 &.4m DEEP TYPIL EXMPLE WITH DESIGN DETIL L NOT TO SLE R ORG DTE:

3 ON SL ONRETE SURROUND EDDED ON 0 THIK MORTR DN80 VUUM RTED FLEXILE PV MIN OVER 900 DN00 ORED HOLE PRLLEL TO ENTRE LINE OF HMER REFER NOTE ST INSITU ONRETE SE DTE PLN OVERS NOT SHOWN FOR LRITY STINLESS STEEL FLEXILE OUPLINGS VUUM INTERFE VLVE RETHER ELL (INTERNL RETHER SHOWN LSO VILLE S N EXTERNL RETHER) SS RKETS PER. UPPER RKET TO SUPPORT ELOW SE N E SUPPLIED DEPTHS EG (800 OR 0) OR FOR VRIOUS DEPTHS TO UTH. OURSES OF 0 WIDE RIKWORK PREST R.. ON SL DN REINFORED ONRETE SHFT SEQ WTER VUUM SEWER INTERFE VLVES NOT SHOWN DN80 PV ONNETION FLUSH FOR ESTLISHED RES ND PVEMENTS, 50 ELSEWHERE WORK PRTIES MUST OMPLY WITH LL PPLILE OUPTIONL HELTH & SFETY LEGISLTION GRVITY SEWERS DN80 PV SUTION ND DN50 PV SENSOR. S TO E FIXED TO WLL WITH SS FSTENING RKETS 0 LER FROM WLL () GRVITY SEWERS VUUM INTERFE VLVE (0) (0) ENHING ND HNNELS TO E GRDED TO SUMP. ENHES ND HNNELS TO HVE SMOOTH FINISH VUUM SEWERGE STNDRD DRWING DN OLLETION HMER WITH. LL DIMENSIONS RE IN MILLIMETRES UNLESS SHOWN OTHERWISE.. OLLETION HMER OVERS SHLL E SQURE TO KERS ND OR OUNDRIES WHERE PRTILE.. OLLETION HMER OVERS SHLL OPEN WY FROM KERS, FENES ND OTHER OSTRUTIONS WHIH MY HINDER. OVERS IN TRFFILE RES SHLL OPEN GINST THE OF TRFFI. 4. RIKWORK IN WET GROUND SHLL E RENDERED ON THE OUTSIDE FE WITH EMENT MORTR. RENDER SHLL E THIK. WET GROUND IS : (a) LY OR LOMY SOIL (b) NY GROUND LESS THN 600 OVE THE ESTIMTED GROUND WTER LEVEL. 5. RIKS SHLL E 0 X 0 X EMENT MORTR Y VOLUME SHLL E ONE PRT EMENT TO THREE PRTS SND. 7. STEP IRONS ND LDDERS SHLL OMPLY WITH WS PS4 ND WS PS 5 OR 6 OR 7, RESPETIVELY. 8. ONLY OLLETION HMERS ND OLLETION HMER OMPONENTS PPROVED Y SEQSP SHLL E USED. THIS IS N EXMPLE DRWING, THE DETILS OF SOME PPROVED OLLETION HMERS MY VRY FROM THOSE SHOWN ON THE DRWINGS. 9. VUUM INTERFE VLVE S SHLL E INSTLLED Y N INSTLLER REDITED Y THE VLVE MNUFTURER. 0. FOUR PRT DI OVER ND FRME IN ONRETE SURROUND, LSS OR D TO SUIT LOTION. RIKWORK DJUSTED TO SUIT.. PENETRTION THROUGH OLLETION HMER WLL REFER TO DRWING SEQV06 FOR DETIL.. VUUM SEWERS WILL ONLY E USED TO SERVIE RES NOMINTED Y THE RELEVNT SEQSP. VUUM SUPPLIED S G VUUM INTERFE VLVE INLUDING FLEXILE OUPLINGS RETHER ELL INLUDING SSOITED WORK ND FSTENING RKETS DRWING No. SUTION KIT INLUDING DN80 PV SUTION, DN50 PV SENSOR, ONNETING TUES ND SS FSTENING RKETS SEQSP REQUIRE LL INTERFE VLVES TO E PROVIDED OUTSIDE HMER IN SEPRTE PITS S PER DWG. SEQV. SERVIE PROVIDERS TWO VUUM INTERFE VLVES DN50 SEQV0 & DN SEWERS,.8 &.4m DEEP. TYPIL EXMPLE WITH DESIGN DETIL L NOT TO SLE R ORG DTE:

4 : ON SL 0 0 ONRETE SURROUND EDDED ON 0 THIK MORTR FLUSH FOR ESTLISHED RES ND PVEMENTS, 50 ELSEWHERE OURSES OF 0 WIDE RIKWORK PREST R.. ON SL DN REINFORED ONRETE SHFT ST INSITU ONRETE SE PLN VUUM INTERFE VLVE RETHER ELL OVERS NOT SHOWN FOR LRITY () 60 VUUM INTERFE VLVE (0) (0) VUUM SEWER DN00 ORED HOLE PRLLEL TO ENTRE LINE OF HMER MIN OVER 900 INTERFE VLVES NOT SHOWN DN80 PV ONNETION SE (INTERNL RETHER SHOWN LSO VILLE S N EXTERNL RETHER) DN80 VUUM RTED FLEXILE PV STEP IRONS ( ONLY) ENHING ND HNNELS TO E GRDED TO SUMP. ENHES ND HNNELS TO HVE SMOOTH FINISH STINLESS STEEL FLEXILE OUPLINGS DN80 PV SUTION ND DN50 PV SENSOR. S TO E FIXED TO WLL WITH SS FSTENING RKETS 0 LER FROM WLL 0 0 GRVITY SEWERS SS RKETS PER. UPPER RKET TO SUPPORT ELOW N E SUPPLIED DEPTHS EG (800 OR 0) OR FOR VRIOUS DEPTHS TO REFER NOTE. LL DIMENSIONS RE IN MILLIMETRES UNLESS SHOWN OTHERWISE.. OLLETION HMER OVERS SHLL E SQURE TO KERS ND OR OUNDRIES WHERE PRTILE.. OLLETION HMER OVERS SHLL OPEN WY FROM KERS, FENES ND OTHER OSTRUTIONS WHIH MY HINDER. OVERS IN TRFFILE RES SHLL OPEN GINST THE OF TRFFI. 4. RIKWORK IN WET GROUND SHLL E RENDERED ON THE OUTSIDE FE WITH EMENT MORTR. RENDER SHLL E THIK. WET GROUND IS: (a) LY OR LOMY SOIL (b) NY GROUND LESS THN 600 OVE THE ESTIMTED GROUND WTER LEVEL. 5. RIKS SHLL E 0 X 0 X EMENT MORTR Y VOLUME SHLL E ONE PRT EMENT TO THREE PRTS SND. 7. STEP IRONS ND LDDERS SHLL OMPLY WITH WS PS4 ND WS PS 5 OR 6 OR 7, RESPETIVELY. 8. ONLY OLLETION HMERS ND OLLETION HMER OMPONENTS PPROVED Y SEQSP SHLL E USED. THIS IS N EXMPLE DRWING, THE DETILS OF SOME PPROVED OLLETION HMERS MY VRY FROM THOSE SHOWN ON THE DRWINGS. 9. VUUM INTERFE VLVE S SHLL E INSTLLED Y N INSTLLER REDITED Y THE VLVE MNUFTURER x600 NOMINL SIZE DI TWO PRT OVER ND FRME LSS OR D TO SUIT LOTION. RIKWORK DJUSTED TO SUIT.. PENETRTION THROUGH OLLETION HMER WLL REFER TO DRWING SEQV06 FOR DETIL.. VUUM SEWERS WILL ONLY E USED TO SERVIE RES NOMINTED Y THE RELEVNT SEQSP. VUUM SUPPLIED S VUUM INTERFE VLVE INLUDING FLEXILE OUPLINGS RETHER ELL INLUDING SSOITED WORK ND FSTENING RKETS SUTION KIT INLUDING DN80 PV SUTION, DN50 PV SENSOR, ONNETING TUES ND SS FSTENING RKETS SEQSP REQUIRE LL INTERFE VLVES TO E PROVIDED OUTSIDE HMER IN SEPRTE PITS S PER DWG. SEQV. DTE UTH. SEQ WTER WORK PRTIES MUST OMPLY WITH LL PPLILE OUPTIONL HELTH & SFETY LEGISLTION VUUM SEWERGE STNDRD DRWING DN800 OLLETION HMER WITH G DRWING No. SERVIE PROVIDERS TWO VUUM INTERFE VLVES DN50 SEQV0 & DN SEWERS,.8 &.4m DEEP. TYPIL EXMPLE WITH DESIGN DETIL L NOT TO SLE R ORG DTE:

5 . SEQSP REQUIRE LL INTERFE VLVES TO E PROVIDED OUTSIDE HMER IN SEPRTE PITS S PER DRG. SEQV.. VUUM SEWERS WILL ONLY E USED TO SERVIE RES NOMINTED Y THE RELEVNT SEQSP.. LL DIMENSIONS RE IN MILLIMETRES UNLESS SHOWN OTHERWISE. 4. DDITIONL INFORMTION PROVIDED IN SEQVUUM DDENDUM WS068 SERIES OMMENTRY FRITED WYE OUPLING DTE VUUM SEWER VUUM SEWER GRVITY SEWER DN80 FLEXILE VUUM RTED PV OUPLING NOMINL ENTRE OF VUUM MIN VUUM INTERFE VLVE GRVITY SEWER DN50 PV ROD RESERVE PLN ELEVTION UTH. OLLETION HMER VRIES OUNDRY OUNDRY RETHER SSEMLY OUNDRY ENTRE OF PIT DN00 PV FRITED WYE TYP REFER RETI PLN FOR LIGNMENTS PRIVTE SEQ WTER SERVIE PROVIDERS DN80 FLEXILE VUUM RTED PV INVERT LEVEL VRIES WORK PRTIES MUST OMPLY WITH LL PPLILE OUPTIONL HELTH & SFETY LEGISLTION ROD VUUM SEWER LSS ESS HMER OVER 700 NOM OVER 65 OUPLING DN80 PV ONNETION FLEXILE OUPLINGS RRJ PV SOKET FITTED IN ORE HOLE ND NNULUS FILLED WITH EPOXY MORTR LOT OUNDRY DN 50 TYPIL ONNETION LYOUT RESERVE OUNDRY INSPETION Ø44 Ø066 INSIDE Ø70 44 ONNETIONS GRVITY SEWERS S REQUIRED VUUM SEWERGE STNDRD DRWING OLLETION HMER SERVIE ONNETION, TYPIL SELNT PPROVED Y SEGMENT MNUFTURER PPLIED IN ORDNE WITH MNUFTURER'S INSTRUTIONS PENETRTION THROUGH OLLETION HMER WLL DETIL G DRWING No. OUNDRY DN50 PV SENSOR OFF ENTRE PENETRTION L MIN GRDE :60 FOR DN50, 'H' = 78 WITH 65 x 4 SELING RING FOR DN, 'H' = 79 WITH 0 x 9 SELING RING 'H' R TO FINISH FLUSH WITH INSIDE FE OF OLLETION HMER HLOROPRENE OR STYRENE UTDIENE RUER SELING RING ONNETION LYOUT & PENETRTION SEQV06 THROUGH OLLETION HMER WLL DETILS. NOT TO SLE ORG DTE:

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