COVER FRAME FIXED TO MH TOP FACE (SEE SEQ-SEW ) SHAFT SECTION FIRST SHAFT SECTION (SEE NOTE 4) 50 MIN MIN (SEE NOTE 4)

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1 SQUT CONE SHFT SECTION (SEE NOTE 4) CST INSITU BSE (SEE NOTE 8) CST INSITU CONCRETE SHLL BE GRE N THICK FOR MNHOLE TO m EPTH THICK FOR MNHOLE GRETER THN m EPTH. MKE UP RING(S) COVER N FRME (SEE NOTE ) STRIGHT BCK TPER OR CON SLB SHORT PIPE 00 MX. N 000 OR N 00 OR S SPECIFIE COVER N FRME (SEE NOTE ) Ø00 IM"X" ( ) Ø00 REFER NOTE FSL 00 NOM MY BE RISE TO MX (SEE NOTE ) 00 MX ROUNE NOSING (SEE NOTE ) TENNCE HOLE TYPE P (SEE NOTE N 4) 000. INTERNL IMETER FSL MSTIC OR RUBBER RING TO LL. PROVIE TO CONE N TPER N COVER JOINTS EXTERNLLY 4 x 00 MEGPOXY JOINTING. HYROPHILIC SELS SEE NOTE 4.b) N SEQSEW 00 NOM MY BE RISE TO MX (SEE NOTE ) MSTIC OR RUBBER RING JOINT TO LL. (SEE NOTE ) SHORT PIPE 0 MX. SHFT SECTION (SEE NOTE 4) CST INSITU BSE (SEE NOTE 8) BEING COVER FRME FIXE TO MH TOP FCE (SEE SEQSEW08) FIRST SHFT SECTION (SEE NOTE 4) CST INSITU CONCRETE SHLL BE GRE N THICK FOR MNHOLE TO m EPTH THICK FOR MNHOLE GRETER THN m EPTH. N 000 OR N 00 OR S SPECIFIE Ø00 I COVER I FRME (IN CONCRETE) IM"X" ( ) FSL TO SUIT TENNCE HOLE TYPE P FOR COMPONENT EPTH TO 000 (SEE NOTE N 4) ROUNE NOSING (SEE NOTE ) MKEUP RING SQUT CONE (SEE NOTE ) 00 NOM CN BE RISE TO MX CON SLB WITH NO NCHOR BRCKETS, SEE NOTE 4. JOINT ME TO ETILS ON SEQSEW08 HYROPHILIC SELS SEE NOTE 4.b) N SEQSEW. LL IMENSIONS IN MILLIMETRES.. PROVIE ROUNE NOSING ON INLET N OUTLET PIPE TO PREVENT MGE TO JETTING EQUIPMENT N CCTV GUIES N CBLES.. CONSTRUCTION MY BE COMBINTION OF PRECST N INSITU TO SUIT PPLICTION. TYPE P PREFERRE. REFER NOTE. 4. LOCTION OF FIRST SHFT SECTION FOR CST INSITU BSE: ) FIRST SHFT SECTION TO BE BETWEEN 00 LONG TO LLOW FORG OF CHNNEL N BENCH. b) PLCE HYROPHILIC SEL WITH 00 COVER FOR CST INSITU CONCRETE BSE. c) PRIME COMPONENT 00 FROM BOTTOM WITH CEMENT SLURRY. EMBE SHFT SECTION INTO WET CONCRETE BUIL UP OUTSIE FILLET TO.. MKEUP RINGS: ) USE IMUM OF ONE MKEUP RING (PREFERBLY 00 OR ) PER MH URING CONSTRUCTION TO LLOW FOR FUTURE SURFCE JUSTMENT WITHOUT FFECTING THE SHFT SECTIONS. b) USE TPERE MKE UP RING OR TPERE SPCERS ON SLOPING GROUN... BCKFILL ROUN MH ) THE METHO OF BCKFILL N COMPCTION ROUN MH TO BE S FOR PIPE EMBEMENT. b) TKE CRE TO RISE BCKFILL EQULLY LL ROUN THE MH TO VOI UNBLNCE LTERL LOING. FOR LL MH'S, STEP IRONS OR LERS RE PROHIBITE. 8. CST INSITU CONCRETE BSE TO BE N. 9. IN WTER CHRGE GROUN OR WHERE THERE IS SIGNIFICNT RISK OF SURCHRGE USE ONLY FULL CST INSITU MH. 0. FOR PIPE CONNECTIONS TO MH SEE SEQSEW0.. PPLY N EXTERNL BITUMSTIC SEL TPE WIE OVER COT OF MNUFCTURERS RECOMMENE PRIME SEL TO LL JOINTS.. FOR MH COVER CLSS SELECTION N FINISHE LEVELS SEE SEQSEW08.. GCCC ONLY PERMIT SQUT CONE OR STRIGHT BCK TPERS N PRECST BSES. 4. UNITY WTER PERMIT STRIGHT BCK TPER OR CON SLB ONLY.. TENNCE HOLE TYPE P PRECST BSE (SEE NOTE N 4) CON SLB (SEE NOTE 4) STRIGHT BCK TPER (SEE NOTE ) SHFT SECTION TE UTH. SEQ WTER WORK PRCTICES MUST COMPLY WITH LL PPLICBLE OCCUPTIONL HELTH & SFETY LEGISLTION SEWERGE STNR RWING TENNCE HOLES GCCC RWING No.? N SEWER TYPES P, P & P SEQSEW TYPICL PRECST LCC NOT TO SCLE RCC QUU ORG TE: //0

2 COPING TYPE I 0 0 Ø0 0 FRME 0 x x. GLVNISE WELMESH SHEET COPING TYPE II TOP SLB M x MSONRY NCHOR GRE SS COPING TO BE CONCRETE CST INSITU TYPE I II LOCTION PRIVTE PROPERTY, FOOTPTH, SELE & UNSELE ROWY PRIVTE PROPERTY & FOOTPTH MX M x MSONRY NCHOR GRE SS 40 0mm CEMENT/MORTR OR EPOXY MORTR (EG MEGPOXY OR EQUIVLENT) S REQUIRE BY SEQSP Ø00 TENNCE HOLE WLL Ø8 HOLES MX 0 0 0mm CEMENT/MORTR OR EPOXY MORTR (EG EGPOXY OR EQUIVLENT) S REQUIRE BY SEQSP TENNCE HOLE WLL PRIVTE PROPERTY & FOOTPTH COPING ETILS CLSS 'B' COVER N FRME Ø0 0 RISER RING Ø00 ROWY COPING ETILS CLSS '' COVER N FRME FRME TOP SLB NCHOR BRCKET ETIL FOR USE WITH BOLT OWN COVERS (SEE NOTE 4B) x x. GLVNISE WELMESH SHEET COPING TYPE I TOP SLB NCHOR BRCKETS REQUIRE SPCE EQULLY ROUN TOP SLB SEE NOTE 4 mm SS PLTE GRE TOP SLB NCHOR BRCKET (SEE NOTE 4B). LL WORK N MTERILS SHLL BE IN CCORNCE WITH CURRENT SEQ COE SPECIFICTIONS N STNRS.. UNLESS SPECIFIE OTHERWISE LL MTERILS N WORK SHLL COMPLY WITH THE RELEVNT USTRLIN STNRS.. LL CSTINGS SHLL BE SERVICE PROVIER PPROVE. 4. NCHOR BRCKETS SHLL BE USE WITH LL BOLT OWN COVERS. 4B. GCCC ONLY PPROVES THE USE OF THE TOP SLB NCHOR BRCKET. TO BE USE S SHOWN ON SEQSEW0 N SEQSEW08.. LL CONCRETE SHLL BE CLSS N0 EXCEPT TENNCE HOLES WHICH RE SPECIL CLSS TO WS PS8 WITH CLCREOUS GGREGTES.. LL IMENSIONS RE IN MILLIMETRES.. COVER FRME TO MTCH FINISHE SURFCE LEVEL PROFILE. 8. WHERE BOLT OWN LIS RE REQUIRE THE FRME SHLL BE FIXE TO THE TOP SLB WITH 4 M x 00 MSONRY NCHORS N THE TOP SLB FIXE OWN WITH THREE EVENLY SPCE NCHOR BRCKETS. TE UTH. SEQ WTER WORK PRCTICES MUST COMPLY WITH LL PPLICBLE OCCUPTIONL HELTH & SFETY LEGISLTION SEWERGE STNR RWING CST INSITU TENNCE HOLE GCCC RWING No. TYPICL COPING & NCHOR SEQSEW0 BRCKET ETILS LCC NOT TO SCLE RCC QUU ORG TE: //0

3 PE TEE Ø900 HYROPHYLLIC SEL (TYPICL) SEE NOTE 4 PE THRUST FLNGE mm x (O/.+40). ROP PIPE N 90 BEN TO BE SME N S INLET PIPE FOR N0 N N STEP IRON RRNGEMENT (SEE & 0) YMROO OR PPROVE EQUIVLENT STEP IRONS (8mm WIE)TO USTRLIN STNR, REFER NOTE TE STRIGHT THROUGH SEWER TYPE "" OBLIQUE BCKROP TYPE "C" FLL CROSS TENNCE HOLE (INLET TO OUTLET INVERT) EFLECTION NGLE 0 UP TO 4 FROM 4 TO 90 BRNCH < 0 BRNCH 0 TO 0 BRNCH 0 TO 90 "" IMUM NOTE: SEWERS CHNGING IMETER SHLL BE GRE OBVERT TO OBVERT. 4 PE JUNCTION UTH. ELEVTION PLN EXTERNL BCKROP TYPE "" IMENSION '' TBLE NOM TYPE '' TYPE 'C' TYPE '' I MX MX MX 0 * * * * IMUM FLL CROSS TENNCE HOLE S TBLE. SEQ WTER BUTT WELE PE 90 BEN FOR PE SEWER REFER RG. NO. SEQSEW.. FOR SIZE, EPTH, TOP SLB N OTHER ETILS OF MH REFER RG. NO. SEQSEW0.. MH CONNECTORS INCLUING HYROPHILIC SELS & PULE FLNGES TO BE PREFBRICTE TYPE. 4. MH CONNECTORS SHLL COMPLY WITH THE ETILS ON WG. SEQSEW.. STEP IRONS N LERS SHLL NOT BE PROVIE FOR UNITYWTER MNHOLES.. REFER SEQSEW0 FOR TOP SLB N COPING INSTLLTION ETILS.. LL WORK N MTERILS SHLL BE IN CCORNCE WITH CURRENT SEQSPS SPECIFICTIONS N STNRS. 8. UNLESS SPECIFIE OTHERWISE LL MTERILS N WORK SHLL COMPLY WITH THE RELEVNT USTRLIN STNRS. 9. CONCRETE SHLL BE SPECIL CLSS TO WS PS8 WITH CLCREOUS GGREGTE. 0. WHERE EPTH TO BENCH FROM TOP OF COPING IS GRETER THN 8mm STEP IRONS RE REQUIRE. STEP IRONS SHLL NOT BE PLCE CLOSER THN mm FROM THE BENCHING. STEP IRONS SHLL BE PLCE OVER OWNSTREM OUTLET.. TOP SLB THICKNESS SHLL BE INCRESE FROM mm TO mm WHERE CLSS '' COVERS RE SPECIFIE FOR TRFFICBLE LOCTIONS.. LL CONCRETE SHLL BE VIBRTE.. THIS STNR RWING PPLIES FOR LL RETICULTION SEWERS UP TO N IMETER NUSEWERS. 4. EPTH OF CHNNEL SHLL BE MXIMUM x IMETER FOR N0 & N0 IMETER SEWERS N EQUL TO IMETER FOR N IMETER SEWERS.. BBREVITIONS C.J.CONSTRUCTION JOINT. TENNCE HOLE FRME & COVER SHLL SUIT PPLICTION. REFER STNR RWING SEQSEW08 TO SEQSEW08 FOR ETILS.. INTERNL ROPS RE NOT PERMITTE IN 'G' TYPE TENNCE HOLES. 8. ENS OF SEWERS SHLL FINISH FLUSH WITH INSIE FCE OF TENNCE HOLE WLL. 9. THE OBVERT LEVEL OF THE UPSTREM SEWER SHLL NOT BE LOWER THN THE OBVERT LEVEL OF THE OWNSTREM SEWER. 0. TENNCE HOLES SHLL BE LOCTE CENTRLLY OVER SEWERS.. TENNCE HOLE BENCHING SHLL BE CONSTRUCTE TO PROVIE SMOOTH, NONTURBULENT.. BENCHING SHLL BE FINISHE WITH N EQUL PRTS SN N CEMENT TOPPING. SEWERGE STNR RWING " G " TYPE PE NUSEWERS TYPICL TENNCE HOLE ETILS GCCC RWING No. LCC RCC QUU SEQSEW0 WORK PRCTICES MUST COMPLY WITH LL PPLICBLE OCCUPTIONL HELTH & SFETY LEGISLTION NOT TO SCLE ORG TE: //0

4 N BRS WITH STNR HOOK EVENLY SPCE T ECH C.J. SEE N 0 ON SEQSEW0 C.J. C.J. Ø900 8 C.J. 00 TO THE COVER STEP IRONS 4 MX WELE LP N0 N N0=xN N=xN PLN "G" TYPE M.H. TOP SLB STEEL LIST BR NO 4 N BRS SHPE WEL LP OVERLL NO TOTL LENGTH OFF LENGTH TOTL 990 PRIVTE PROPERTY/RO RESERVE TYPICL OWEL ETILS T CONSTRUCTION JOINTS CLSS B COVER CLSS COVER Ø0 0 CLER COVER SEE N 0 ON SEQSEW0 0mm CEMENT/MORTR OR EPOXY MORTR (EG MEGPOXY OR EQUIVLENT) S REQUIRE BY SEQSP 90 Ø00 ESIGN INPUT BY RPEQ REQUIRE FOR TRFFIC LOS, STRUCTURL STEEL ESIGN N NTIVE SOIL CONITIONS STEP IRON RRNGEMENT STEP IRONS SHLL NOT BE PROVIE FOR UNITY WTER MNHOLES SLB REINFORCEMENT REFER WG SEQSEW0 FOR CST INSITU TENNCE HOLE FOR ROWY, PRIVTE PROPERTY N FOOTPTH LOCTIONS. EPTHS TO.000m MXIMUM. TE UTH. SEQ WTER WORK PRCTICES MUST COMPLY WITH LL PPLICBLE OCCUPTIONL HELTH & SFETY LEGISLTION SEWERGE STNR RWING " G " TYPE PE NUSEWERS TYPICL TENNCE HOLE N SLB ETILS RWING No. SEQSEW0 NOT TO SCLE ORG TE: //0

5 HYROPHILIC SEL (TYPICL) SEE NOTE 4 Ø00 PE THRUST FLNGE mm x (O/.+40). STRIGHT THROUGH SEWER TYPE "" ELEVTION PE TEE ROP PIPE N 90 BEN TO BE SME N S INLET PIPE BUTT WELE PE 90 BEN CUT 00Ø HOLE IN TOP INTERNL ROP EXISTING MH (REFER NOTE ) PE TEE SECTION CUT TO SUIT (0 x 0, 0 x 0, x 0 OR x 0) SEE SEQSEW04 FOR CONCRETE CUT IN ETILS SS BRCKET T SOCKET N00 OR N PVC ROP PIPE SN8 TO S0 SEE NOTE 9 IMUM OF x BRCKETS T MXIMUM 0 CTS. REFER SEQSEW04 PVC 90 BEN FLL CROSS MNHOLE (INLET TO OUTLET INVERT) EFLECTION NGLE 0 UP TO 4 FROM 4 TO 90 BRNCH < 0 BRNCH 0 TO 0 BRNCH 0 TO 90 "" IMUM NOTE: SEWERS CHNGING IMETER SHLL BE GRE OBVERT TO OBVERT. 4 PE JUNCTION OBLIQUE BCKROP TYPE "C" YMROO OR PPROVE EQUIVLENT STEP IRONS (8mm WIE) TO USTRLIN STNR. SEE NOTE STEP IRON RRNGEMENT (REFER & 0) NOM I 0 0 PLN EXTERNL BCKROP TYPE '' IMENSION '' TBLE TYPE '' TYPE 'C' TYPE '' INTERNL ROP MX MX MX MX IMUM FLL CROSS TENNCE HOLE S TBLE.. FOR PE SEWER REFER RG. NO. SEQSEW.. FOR SIZE, EPTH, TOP SLB N OTHER ETILS OF MH REFER RG. NO. SEQSEW0.. MH CONNECTORS INCLUING HYROPHILIC SELS & PULE FLNGES TO BE PREFBRICTE TYPE. 4. MH CONNECTORS SHLL COMPLY WITH THE ETILS ON WG. SEQSEW.. STEP IRONS N LERS SHLL NOT BE PROVIE FOR UNITY WTER TENNCE HOLES.. REFER SEQSEW0 FOR TOP SLB N COPING INSTLLTION ETILS.. LL WORK N MTERILS SHLL BE IN CCORNCE WITH CURRENT SEQSPS SPECIFICTIONS N STNRS. 8. UNLESS SPECIFIE OTHERWISE LL MTERILS N WORK SHLL COMPLY WITH THE RELEVNT USTRLIN STNRS. 9. CONCRETE SHLL BE SPECIL CLSS TO WS PS8 WITH CLCREOUS GGREGTES. 0. WHERE EPTH TO BENCH FROM TOP OF COPING IS GRETER THN 8mm STEP IRONS RE REQUIRE. STEP IRONS SHLL NOT BE PLCE CLOSER THN mm FROM THE BENCHING. STEP IRONS SHLL BE PLCE OVER OWNSTREM OUTLET.. TOP SLB THICKNESS SHLL BE INCRESE FROM mm TO mm WHERE CLSS "" COVERS RE SPECIFIE FOR TRFFICBLE LOCTIONS.. LL CONCRETE SHLL BE VIBRTE.. THIS STNR RWING PPLIES FOR LL RETICULTION SEWERS UP TO N IMETER NUSEWERS. 4. EPTH OF CHNNEL SHLL BE MXIMUM x IMETER N0 & N0 IMETER SEWERS N EQUL TO IMETER N & N IMETER SEWERS.. BBREVITIONS: C.J. CONSTRUCTION JOINT. TENNCE HOLE FRME & COVER SHLL SUIT PPLICTION. REFER STNR RWING SEQSEW08 TO SEQSEW08.. ENS OF SEWERS SHLL FINISH FLUSH WITH INSIE FCE OF TENNCE HOLE WLL. 8. THE OBVERT LEVEL OF THE UPSTREM SEWER SHLL BE NOT BE LOWER THN THE OBVERT LEVEL OF THE OWNSTREM SEWER. 9. ONE INTERNL ROP ONLY PERMITTE IN "F" TYPE TENNCE HOLE. 0. TENNCE HOLES SHLL BE LOCTE CENTRLLY OVER SEWERS.. TENNCE HOLE BENCHING SHLL BE CONSTRUCTE TO PROVIE SMOOTH, NONTURBULENT.. BENCHING SHLL BE FINISHE WITH N EQUL PRTS SN N CEMENT TOPPING.. EXISTING MH CUT IN CONCRETE N REINFORCING BR ETILS SHOWN IN SEQSEW04. TE UTH. SEQ WTER SEWERGE STNR RWING " F " TYPE PE NUSEWERS TYPICL TENNCE HOLE ETILS RWING No. SEQSEW04 WORK PRCTICES MUST COMPLY WITH LL PPLICBLE OCCUPTIONL HELTH & SFETY LEGISLTION NOT TO SCLE ORG TE: //0

6 N BRS WITH STNR HOOK EVENLY SPCE T ECH C.J. SEE N 0 ON SEQSEW04 C.J. C.J. 8 Ø00 C.J. TYPICL OWEL ETILS T CONSTRUCTION JOINTS 00 TO THE COVER 4 MX STEP IRONS WELE LP N0 N N0=xN N=xN CLSS B COVER CLSS COVER PLN Ø0 CRS CRS "F" TYPE M.H. TOP SLB STEEL LIST BR NO 4 N BRS SHPE OVERLL LENGTH TOTL NO OFF TOTL LENGTH WEL LP PRIVTE PROPERTY/RO RESERVE 0 CLER COVER SEE N 0 ON SEQSEW04 STEP IRON RRNGEMENT 0mm CEMENT/MORTR OR EPOXY MORTR (EG MEGPOXY OR EQUIVLENT) S REQUIRE BY SEQSP Ø00 SLB REINFORCEMENT ESIGN INPUT BY RPEQ REQUIRE FOR TRFFIC LOS, STRUCTURL STEEL ESIGN N NTIVE SOIL CONITIONS REFER WG SEQSEW04 FOR CST INSITU TENNCE HOLE FOR ROWY, PRIVTE PROPERTY N FOOTPTH LOCTIONS. EPTHS </= 4.m. STEP IRONS SHLL NOT BE PROVIE FOR UNITYWTER MNHOLES TE UTH. SEQ WTER WORK PRCTICES MUST COMPLY WITH LL PPLICBLE OCCUPTIONL HELTH & SFETY LEGISLTION SEWERGE STNR RWING " F " TYPE PE NUSEWERS TYPICL TENNCE HOLE N SLB ETILS RWING No. SEQSEW0 NOT TO SCLE ORG TE: //0

7 0 SEE NOTE 8 00 Ø00 0 SECTIONL ELEVTION PIPES Ø00 OR LESS ESIGN INPUT BY RPEQ REQUIRE FOR TRFFIC LOS, STRUCTURL STEEL ESIGN N NTIVE SOIL CONITIONS 0 Ø00 0 PIPES OVER Ø00 TO Ø0 FOR LER ETILS REFER SEQSEW0 OR PPROVE 4 MX FOR ROCK 4 FOR SOIL SFETY CHIN YMROO OR PPROVE EQUIVLENT STEP IRONS (8mm WIE)TO USTRLIN STNR THICKNESS OF WLL HERE TO BE ME EQUL TO THT OF SEWER IF SEWER WLL THICKNESS GRETER THN 0 4 MX FOR ROCK 4 FOR SOIL CST INSITU TENNCE HOLE FOR ROWY N PRIVTE PROPERTY LOCTIONS. EPTHS > 4.m. NOT TO BE USE IN FOOTPTH LOCTIONS. SFETY CHIN NCHORGE (REFER,8 N 9 N ETIL ON SEQSEW09) PLN 0 Ø00 0 SQURE FOOTHOLE SECTIONL ELEVTION Ø00 PIPE STEP IRONS OMMITTE FOR CLRITY SEE NOTE 80 4 MX FOR ROCK 4 FOR SOIL. LL WORK N MTERILS SHLL BE IN CCORNCE WITH CURRENT SEQ SERVICE PROVIER COE N SPECIFICTIONS N STNRS.. UNLESS SPECIFIE OTHERWISE LL MTERILS N WORK SHLL COMPLY WITH THE RELEVNT USTRLIN STNRS.. REFER SEQSEW0 FOR TYPICL STEEL N SETOUT ETIL. CLER COVER ON LL REINFORCEMENT SHLL BE mm UNLESS NOTE OTHERWISE. 4. WHENEVER SEWER WLL THICKNESS IS GRETER THN IMUM WLL THICKNESS OF THE CHMBER, THEN THE WLL THICKNESS OF THE CHMBER SHLL BE ME EQUL TO THT OF THE SEWER.. LL CONCRETE SHLL BE SPECIL CLSS TO WS PS8 WITH CLCREOUS GGREGTE.. WHERE MORE THN ONE SIE BRNCH ENTERS TENNCE HOLE, SEPRTE ROPS MY BE UTILISE WHEN THE SEWER IS 00mm IMETER N LESS. FOR SEWER WITH IMETER GRETER THN mm, THE RETICULTION LYOUT IS TO BE REESIGNE TO RRNGE FOR ONE ROP ONLY FOR ECH TENNCE HOLE.. NCHORGE POINTS FOR SFETY CHINS SHLL BE INSTLLE BY THE CONTRCTOR S PER ETIL. SFETY CHIN SHLL BE SUPPLIE N INSTLLE BY SEQ SERVICE PROVIER TENNCE STFF. (SFETY CHIN ONLY PPLICBLE TO SEWERS 0mm IMETER N OVER.) 8. SFETY CHIN N BOLT SHLL BE STINLESS STEEL TYPE. 9. CHINS, EYE BOLTS N HOOKS OF N PPROVE PTTERN MY BE USE IN LIEU OF THOSE SHOWN. 0. STEP IRONS SHLL BE PLCE IRECTLY UNER THE LER FOR CONTINUTION TO FOOTHOLE.. TOP SLB THICKNESS SHLL BE INCRESE FROM mm TO mm WHERE LOCTE IN TRFFICBLE LOCTION.. LERS TO STNR RWING SEQSEW0. SHLL BE PLCE OVER OWNSTREM OUTLET OF TENNCE HOLES WITH 00 IMETER OR LESS SEWERS N T SIE OF TENNCE HOLES WITH SEWERS LRGER THN 00 IMETER.. TENNCE HOLE FRME, COVER N COPING TO SUIT PPLICTION. FOR ETILS REFER STNR RWINGS SEQSEW0, SEQSEW08 TO SEQSEW ENS OF SEWERS SHLL FINISH FLUSH WITH INSIE FCE OF TENNCE HOLE WLL.. THE OBVERT LEVEL OF THE UPSTREM SEWER SHLL NOT BE LOWER THN THE OBVERT LEVEL OF THE OWNSTREM SEWER.. PROPERTY CONNECTION JUNCTIONS SHLL NOT BE CONSTRUCTE ON SHORT PIPES T TENNCE HOLES OR BULKHES.. TENNCE HOLE BENCHING SHLL BE CONSTRUCTE TO PROVIE SMOOTH NONTURBULENT. 8. STEP IRONS SHLL NOT BE LOCTE WITHIN THE IMETER OF THE SEWER. LTERNTIVELY, FOOTHOLES SHLL BE USE S ETILE. 9. IMUM N BRS WITH STNR HOOKS EVENLY SPCE T ECH CONSTRUCTION JOINT (C.J.). TE UTH. SEQ WTER WORK PRCTICES MUST COMPLY WITH LL PPLICBLE OCCUPTIONL HELTH & SFETY LEGISLTION SEWERGE STNR RWING " X " TYPE EEP TENNCE HOLE TYPICL RRNGEMENT SEWER Ø00 RWING No. SEQSEW0 NOT TO SCLE ORG TE: //0

8 STEEL N TRIMMER T.F. BRS TYPICL ( CRS.) N TRIMMER T.F. BRS TYPICL ( CRS.) STEEL FOR M.H. CHMBERS STEEL C STEP IRONS OMMITTE FOR CLRITY EPTH (M) STEEL "" STEEL "B" STEEL "C" 0 XN CRS. N CRS. N BRS CRS S SHOWN. SQURE FOOTHOLE 00 XN CRS. Y CRS. Y BRS CRS S SHOWN. STEEL C N TRIMMER T.F. BRS TYPICL ( CRS.) N TRIMMER T.F. BRS TYPICL ( CRS.) STEEL PLN STEEL B SPECIL CLSS CONCRETE TO WS PS8 ETCHBLE SFETY CHIN OWNSTREM (REFER, 8 N 9, N SEQSEW09 SL8 MESH (IMUM) 0 Ø00 0 COVER SQURE FOOTHOLE MX 80 SECTIONL ELEVTION CHMBER FOR PIPES OVER Ø00 YMROO OR PPROVE EQUIVLENT STEP IRONS (8mm WIE)TO USTRLIN STNR STEEL B FOR ROCK 4 FOR SOIL STEP IRON RRNGEMENT YMROO OR PPROVE EQUIVLENT STEP IRONS (8mm WIE) TO USTRLIN STNR.. REFER SEQSEW0 FOR INCLUING BOXE TE UTH. SEQ WTER WORK PRCTICES MUST COMPLY WITH LL PPLICBLE OCCUPTIONL HELTH & SFETY LEGISLTION SEWERGE STNR RWING " X " TYPE EEP TENNCE HOLE TYPICL RRNGEMENT SEWER > Ø00 RWING No. SEQSEW0 NOT TO SCLE ORG TE: //0

9 SEE NOTE SEQSEW0 R0 PLN B B SHORT PIPES REQUIRE T TENNCE HOLES PIPE MTERIL VITRIFIE CLY UPVC ICL PE PIPE st PIPE nd PIPE st PIPE nd PIPE st PIPE nd PIPE EFFECTIVE LENGTH (mm) UP TO FULL PIPE SHORT PIPES RE NOT REQUIRE. PE SYSTEM SHLL BE FULLY WELE. SECTION R0 C 00 Ø Ø00 0 REFER LER ETILS ON SEQSEW0 OR S PPROVE REFER SEQSEW04 FOR CONCRETE CUT IN ETILS 0 Ø00 0 REFER SEQSEW04 FOR INLET & TEE SIZES SS BRCKET T SOCKET C C SECTION EXISTING MH WITH INTERNL ROP PIPE SEWERS Ø00 OR LESS TE N00 OR N upvc ROP PIPE RRJ SN8 TO S0 upvc 90 SN8 BEN RRJ UTH. SECTION SEQ WTER B WORK PRCTICES MUST COMPLY WITH LL PPLICBLE OCCUPTIONL HELTH & SFETY LEGISLTION N00 OR N upvc ROP PIPE SN8 TO S 0 ELECTROFUSION OR BUTT WELS IMUM OF x BRCKETS T MXIMUM 0 CTS, REFER SEQSEW04 FOR ROCK 4 FOR SOIL EXTERNL BCKROP. REFER SEQSEW0 FOR INCLUING BOXE. SEWERGE STNR RWING " X " TYPE EEP TENNCE HOLE TYPICL RRNGEMENT SEWER Ø00 WITH ROP PIPE GCCC RWING No. LCC PE TEE N PE ROP PIPE & 90 BEN TO BE SME IMETER S INLET PIPE. (FOR N0, N N N SEWERS ) RCC QUU SEQSEW08 NOT TO SCLE ORG TE: //0

10 SS BRCKET REFER SEQSEW04 B SS BOX EYE BOLT S ETILE 4 RECESS IN MH WLL FOR EYE BOLT 0 RECESS IN MH WLL FOR EYE BOLT EYE BOLT S ETILE R0 Ø0mm HOOK S.S TYPE RECESS IN MH WLL FOR EYE BOLT Ø0mm HOOK S.S TYPE B PLN SEWER < Ø00 SEE NOTE REFER LER ETILS ON SEQSEW0 SEWER Ø00 Ø0mm HOOK STNR NUT N WSHER FOR Ø0 BOLT SPOT WELE TO EYE BOLT Ø0 Ø 0 Ø00 0 N00 OR N upvc ROP PIPE SN8 TO S 0 0 Ø TYPE S.S BOLT SECON Ø0 SS NUT N WSHER N FULL LENGTH THRES ONLY REQUIRE WHERE SEWER<Ø00 SFETY CHIN N EYE BOLT ETIL upvc 90 SN8 BEN WITH SOLVENT CEMENT JOINT IMUM OF x BRCKETS T MXIMUM 0 CTS REFER SEQSEW04 SECTION TENNCE HOLE WITH INSIE ROP PIPE PIPES Ø TO Ø900 SECTION B / FOR ROCK 4 FOR SOIL. REFER SEQSEW0 FOR GENERL.. SS BOX MY BE REQUIRE FOR THE RECESS WHERE PIPE IS LESS THN N00 TE UTH. SEQ WTER WORK PRCTICES MUST COMPLY WITH LL PPLICBLE OCCUPTIONL HELTH & SFETY LEGISLTION SEWERGE STNR RWING " X " TYPE EEP TENNCE HOLE GCCC RWING No. LCC RCC QUU TYPICL RRNGEMENT SEQSEW09 SEWER Ø TO Ø900 WITH ROP PIPE N SFETY CHIN ETIL NOT TO SCLE ORG TE: //0

11 R840 (SEE TBLE FOR VLUES) R0 0 R840 d IMETER SEWER "" MX. IMETER BRNCH SEWER "d" "" WHERE SEWER IS LESS THN 800 IMETER, IMENSION "" FOR JUNCTIONS TO BE R0 ESIGN OF JUNCTIONS LL SEWERS OF VRYING IMETER SHLL BE GRE OBVERT TO OBVERT WHEN THE SEWERS RE IN LINE / d TYPICL SECTION PLNS FOR JUNCTIONS CSE CSE CSE BRNCH SEWER MNHOLE / d= CSE 4() MH WLL BENCHING / 0 d WTER SURFCE BRNCH SEWER MNHOLE MH WLL BENCHING 0 CSE 4(b) / d= d=0 VERGE ILY RY WETHER SIE BRNCHES: CSE. WHEN d IS EQUL TO OR LESS THN / ie. (d /) THEN THE OBVERT OF THE SIE BRNCH SHLL BE GRE TO THE OBVERT OF THE SEWER. CSE. WHEN d IS EQUL TO OR LESS THN / + 0, BUT GRETER THN / ie. (/ + 0 d > /), THEN THE OBVERT OF THE SIE BRNCH SHLL BE GRE TO THE OBVERT OF THE SEWER UP TO THE TENNCE HOLE WLL N THEN THE CHNNEL THROUGH THE BENCHING SHLL BE GRE TO / OF THE SEWER. SIE BRNCH UP TO Ø0 CSE. WHEN (d) / IS GRETER THN 0, THE OBVERT OF THE SIE BRNCH SHLL BE GRE TO THE OBVERT OF THE SEWER N BCKROP JUNCTION SHLL BE USE TO BRING THE SIE BRNCH INTO THE SEWER T /. SIE BRNCH GRETER THN Ø0 CSE 4. WHEN (d) / IS GRETER THN 0, THE SIE BRNCH SHLL FIRST BE GRE TO MEET THE SEWER T OBVERT LEVEL, THEN: () THT SECTION OF THE INCOG LINE FROM THE FIRST BRNCH SEWER TENNCE HOLE TO THE SEWER SHLL BE REGRE SO THT THE SIE BRNCH SEWER HS N ENTRNCE EPTH OF / OR: (b) THT SECTION OF THE INCOG LINE FROM THE FIRST BRNCH SEWER TENNCE HOLE TO THE SEWER SHLL BE REGRE SO THT E.L OF WTER SURFCE IN THE SIE BRNCH IS EQUL TO E.L OF WTER SURFCE IN SEWER FOR VERGE ILY RY WETHER S. REFER SEQSEW0 FOR TE UTH. SEQ WTER WORK PRCTICES MUST COMPLY WITH LL PPLICBLE OCCUPTIONL HELTH & SFETY LEGISLTION SEWERGE STNR RWING " X " TYPE EEP TENNCE HOLE TYPICL JUNCTION ETILS RWING No. SEQSEW NOT TO SCLE ORG TE: //0

12 CRS WEL LP 9 4 CRS CCESS OPENING 00 8 PLN CRS BR NO "X" TYPE M.H. TOP SLB STEEL LIST SHPE WEL LP OVERLL LENGTH NO OFF TOTL LENGTH PRIVTE PROPERTY/ROWY Ø0 0 CLER COVER N BRS TOTL 040 SEE NOTE SEQSEW0 0 0mm CEMENT/MORTR OR EPOXY MORTR (EG MEGPOXY OR EQUIVLENT) S REQUIRE BY SEQSP 0 Ø00 SECTION SLB REINFORCEMENT ESIGN INPUT BY RPEQ REQUIRE FOR TRFFIC LOS, STRUCTURL STEEL ESIGN N NTIVE SOIL CONITIONS REFER SEQSEW0 FOR TE UTH. SEQ WTER WORK PRCTICES MUST COMPLY WITH LL PPLICBLE OCCUPTIONL HELTH & SFETY LEGISLTION SEWERGE STNR RWING " X " TYPE EEP TENNCE HOLE TYPICL TOP SLB ETILS RWING No. SEQSEW0 NOT TO SCLE ORG TE: //0

13 LER BRCKETS T 800 CENTERS MX MX C L RUNG LC BRCKET C BRCKET L TYPICL LER RRNGEMENT FOR EEP TENNCE HOLES TOP OF LER ETIL ETILS OF SLOTTE HOLE IN LER STRINGER C BRCKET L C L BRCKET LC RUNG SLOTTE HOLES FOR M BOLTS RUNGS OF Ø0 BHP "TEMPCORE" (Ø0 SS) BOTTOM OF LER ETIL SLOTTE HOLES FOR MS (SS ) LER BRCKET (SEE ETIL) x F.M.S.(F.S.S.) STRINGERS SLOTTE HOLES FOR MS (SS) LER BRCKET (SEE ETIL) GP 4 No OFF M HEXGONL BOLTS, 4 LONG WITH WSHERS ECH SIE 90 4 No OFF Ø8 HOLES FOR M BOLTS WHERE 0 = Ø00 M.H. PLN 8 ELEVTION ETILS OF LER BRCKET MSS:.4KG MSS:.9KG ETILS OF SPLICE PLTE N CONNECTION FOR LER STRINGERS 0 SPLICE PLTE X F.M.S. (F.S.S.) 40 8 NGLE MY BE JUSTE TO SUIT IFFERENT TENNCE HOLE SIZES SLOT 8 x 40 FOR M BOLT 4 LONG WITH WSHER ECH SIE (LOXIN OR SIMILR) (Ø0 SS RUNG) Ø0 "TEMPCORE" RUNG mm RECESS RUNG FIXING ETIL X F.M.S (F.S.S) STRINGERS. LL WORK N MTERILS SHLL BE IN CCORNCE WITH CURRENT SEQ COE, SPECIFICTIONS N STNRS.. UNLESS SPECIFIE OTHERWISE LL MTERILS N WORK SHLL COMPLY WITH THE RELEVNT USTRLIN STNRS.. LL STEELWORK, INCLUING BOLTS, NUTS N WSHERS SHLL BE HOT IPPE GLVNISE TO S/NZS 480. FTER SSEMBLY, NY ITEMS REQUIRING PINTWORK SHLL BE PINTE WITH N PPROVE BITUMSTIC ENMEL. B. WHERE STINLESS STEEL LER IS REQUIRE, REPLCE LL MIL STEEL ITEMS, INCLUING BOLT SETS WITH STINLESS STEEL TYPE. STINLESS STEEL ITEMS SHOWN WITH BRCKETS (F.S.S.) 4. WSHER SHLL BE INSTLLE UNER BOLT HES N NUTS.. LERS SHLL BE USE FOR "CST IN SITU TENNCE HOLES" ONLY.. LERS SHLL BE USE IN LL TENNCE HOLES WHERE EPTH FROM GROUN LEVEL TO INVERT OF SEWER EXCEES 4.00m.. THIS RWINGS COMPLIES WITH SPECIFICTIONS OF.S. "FIXE PLTFORMS, WLKWYS, STIRWYS N LERS ESIGN, CONSTRUCTION N INSTLLTION." 8. FOR LERS IN TENNCE HOLES, CGES, EXTENBLE HNRILS N PLTFORMS RE NOT REQUIRE. 9. LER BRCKETS SHLL BE FBRICTE IN ONE PIECE WITH NO WELS. TE UTH. SEQ WTER SEWERGE STNR RWING TYPICL M.S. N S.S. RWING No. LER N SSOCITE FITTINGS SEQSEW0 WORK PRCTICES MUST COMPLY WITH LL PPLICBLE OCCUPTIONL HELTH & SFETY LEGISLTION NOT TO SCLE ORG TE: //0