RE: Stonybrook Estate Stage 4 Amended Road and Drainage Plans Conditional Approval Letter

Transcription

1 Our Reference: February 2017 Luke Vieyra SME - ustralia & New Zealand Division L Queens Road Melbourne Vic 3004 Dear Luke, RE: Stonybrook Estate Stage 4 mended Road and Drainage Plans onditional pproval Letter Please find attached stamped approved road and drainage plans for the above mentioned subdivision. This approval is conditional. The conditions are as follows and must be met prior to the Statement of ompliance being issued: 1. Sewer and water reticulation plans and public lighting plans need to be submitted for approval. The approval of the engineering plans is subject to compliance of all statutory and legal obligations. lso, that the engineering consultant and the developer or landowner who they represent takes full responsibility of the design contained in the approved engineering plans. ouncil believes the list below represents the latest editions sent to ouncil for approval. Drawing No. Page No. Revision No. 0571E E E E E E E E E E-04-10

2 lso please note the following: ouncil s Engineering Services Unit (ttn: Principal onstruction Supervisor) must be provided with a letter requesting to start works. This letter must include the ontractor's name and contact details of who are to do the works. ll Service uthority submissions including Public Lighting, Sewer and Water should be submitted to and approved by the responsible authorities prior to the subbase of the road pavement being constructed. s constructed asset information in hardcopy, pdf, autocad and in electronic format in accordance with -Spec specification must be provided prior to the Statement of ompliance being issued. You must convey to the developer and contractor that construction works NNOT commence until the aulage Route Plan, onstruction Management Plan and where applicable the Environmental Management Plan are endorsed as part of the Planning Permit suite, also that a Traffic Management Plan is submitted and reviewed by ouncil. The approval of these plans is valid for one year, and where construction does not commence within that time, the plans must be resubmitted to ouncil for assessment using engineering standards that apply at that time. No construction works can commence outside the development s property boundaries unless or until consent is provided by the adjoining land owner. ll correspondence submitted to ouncil must include a hard copy and be accompanied by a cover letter (detailing any changes to plans, and the documents submitted.) ny correspondence submitted to ouncil without a cover letter will not be accepted. Should you have any queries regarding this subdivision please feel free to contact me on Yours sincerely, lex Gunawardena DEVELOPMENT ENGINEER

3 PROPOSED RE OF WORKS STGE 3 STGE 2 STGE 1 FUTURE STGE 5 Drawing Index 0571E E E E E E E E E E E over Plan Layout Plan Longitudinal Sections ross Sections - reekside ircuit - 1 ross Sections - reekside ircuit - 2 ross Sections - reekside ircuit - 3 Intersection Detail Plan & Lip Profiles Drainage Longitudinal Sections - 1 & Pit Schedule General Notes and Details Signs and Linemarking Plan Safety In Design These designs and drawings are the copyright of SME ustralia Pty Ltd. The drawing shall not be reproduced or copied, in whole or part, without the written permission of SME ustralia Pty Ltd. The contents of this drawing are electronically generated, are confidential and may only be used for the purpose for which they are intended. REV DTE MENDMENT / REVISION DESRIPTION DES/DFT PPROVL ll setting out should be carried out in accordance with MP/ouncil's ISSUED FOR PPROVL NF/SS T standard drawings or as nominated on hard copy plans provided by SME. ny digital information supplied by this office is for information SERVIES SEDULE MENDED NF/NF T only. ny discrepancies should be discussed with the superintendent RESPONSE TO OUNIL OMMENTS NF/NF T DWG PT: L:\Work\ENG\0571E Melton wy illside\0571e-04\dwgs\0571e dwg PRINTED Y: NF12993 on 08/02/2017 at 02:43:17 PM GENERL NOTES STONYROOK - STGE 4 1. TE WORKS SLL WORKS TO E RRIED 2. TE ONTRTOR ERET ND MINTIN E ONSTRUTED IN ORDNE WIT TE URRENT OUNIL STNDRD DRWINGS ND MP SPEIFITIONS. OUT TO TE STISFTION OF OUNIL'S SUPERVISING OFFIER. IS RESPONSILE FOR SFETY OF WORK ON SITE IN ORDNE WIT PPROPRITE LEGISLTION. TEY SLL LL SORING, PLNKING ND STRUTTING, DEWTERING DEVIES, RRIDES, SIGNS, LIGTS, ET. NEESSRY TO KEEP WORKS IN SFE ND STLE ONDITION, ND TO PROTET TE PULI FROM ZRDS SSOITED WIT TE WORKS. TE ONTRTOR SLL: 3. OMPLY WIT TE SFETY 3.1. REQUIREMENTS OF TE MINES T, GENERL REGULTIONS ND STTUTORY RULES, ND TE MINES (TRENES) REGULTIONS NOTIFY TE OUPTIONL ELT 3.2. ND SFETY UTORITY OF IS INTENTION TO OMMENE TRENING OPERTIONS WERE TRENES RE 1.5 METRES OR DEEPER. ENSURE TT TE MINE MNGER OR IS 3.3. DEPUTY S REQUIRED Y TE REGULTIONS IS IN TTENDNE WEN TRENING OPERTIONS RE IN PROGRESS. ONTRTOR IS TO NOTIFY OUNIL 4. TE ND LL SERVIE UTORITIES SEVEN (7) DYS PRIOR TO OMMENEMENT OF ONSTRUTION. TE LOTION OF 5. SERVIES SOULD E DETERMINED Y TE ONTRTOR PRIOR TO OMMENING NY EXVTION Y ONTTING LL RELEVNT SERVIE UTORITIES. NY SERVIES SOWN ON TE DRWINGS RE OFFERED S GUIDE ONLY ND RE NOT GURNTEED S ORRET. TREES MRKED ON TE PPROVED PLNS FOR REMOVL MUST E REMOVED FROM TE SITE PRIOR TO TE OMMENEMENT OF 6. WORKS. NO EXVTION SLL E RRIED OUT WITIN 5.0m OF NY TREE UNTIL PPROVL S EEN GIVEN Y OUNIL'S SUPERVISING OFFIER. TE REMOVL OR RETENTION OF TREES MUST E IN ORDNE WIT TE PPROVED LNDSPE PLNS. OTERWISE, PPROVL WILL E REQUIRED FROM TE LNDSPE PPROVL OFFIER. LL ROD INGES RE MESURED LONG TE ROD ENTRELINE EXEPT KER RETURNS ND OURTEDS, WERE LIP OF KER 7. INGES RE SPEIFIED. LL DIMENSIONS ND RDII RE GIVEN TO TE LIP OF KER. DO NOT SLE OFF TESE DRWINGS, WRITTEN DIMENSIONS ONLY SLL E USED. ONDUIT LOTIONS RE SUJET TO MENDMENT ND ONDUITS SLL NOT E LID UNTIL WRITTEN PPROVL IS GIVEN Y 8. TE SUPERINTENDENT. ONDUITS TO E PLED MINIMUM OF 5m FROM OUNDRIES/ESEMENTS ND TO TE STISFTION OF TE SUPERINTENDENT. OT KERS RE TO E MRKED WIT TE LETTERS G,W,E ND T OVE ONDUIT LOTIONS S SPEIFIED. TELSTR ONDUITS WILL E SUPPLIED Y TELSTR T TELSTR'S EXPENSE, IN TRENES EXVTED ND KFILLED Y TE ONTRTOR. TELSTR SIZE VRIES - WITE P.V... TELSTR TO E NOTIFIED 7 DYS PRIOR TO PLEMENT OF ONRETE WORKS. GS ND WTER ONDUITS TO E 50mm DI. EVY DUTY P.V.. LID T MINIMUM DEPT OF 600mm ELOW ROD FINISED SURFE LEVELS. SUSOIL DRINS SLL E INSTLLED EIND LL KER ND NNEL S PER OUNIL SPEIFITION ND STNDRD DRWINGS LL LEVELS RE TO USTRLIN EIGT DTUM. ROD LYOUT TLE 11. TE ONTRTOR SLL O-OPERTE WIT OTER UTORITIES ND SLL ENSURE TT LL SERVIES RE INSTLLED PRIOR TO TE FINL PVEMENT OURSE. TE ONTRTOR SLL EK WIT TE SUPERINTENDENT TE EXT LOTION OF LL SERVIES RESERVE ROD WIDT (m) KER TYPE VERGE WIDT (m) ROD NME ROD LSSIFITION PRIOR TO TE INSTLLTION OF ONDUITS. WIDT (m) LIP to LIP INV to INV K to K NT/WEST ST/EST NT/WEST ST/EST 12. NY PVEMENT OR DRINGE WORKS DMGED DURING ONSTRUTION OR TE MINTENNE PERIOD TO E REINSTTED TO TE STISFTION OF TE OUNIL REPRESENTTIVE. REEKSIDE IRUIT (LOT ) S LEN ERTIFITES WILL E REQUIRED IN ORDNE REEKSIDE IRUIT (LOT ) S WIT EP REQUIREMENTS IF NY IMPORTED FILL MTERIL IS TO E PLED ON SITE. REEKSIDE IRUIT (LOT ) S FILLING IN PROPERTIES ND ROD RESERVE IS TO E RRIED OUT USING PPROVED LY FILL. TOPSOIL ND LL VEGETLE MTTER TO E STRIPPED FROM FILL SITE PRIOR TO FILLING. LL FILLING TO E RRIED OUT IN 150mm LYERS ND OMPTED TO 95% OF MX. DRY DENSITY UNDER TE STNDRD SO TEST. LL FILLING TO OMPLY WIT S SETION 8.2, LEVEL 1. INDIVIDUL LOT ERTIFITES RE TO E PROVIDED TO TE SUPERINTENDENT. IF NY SUSTNDRD FILLING IS ENOUNTERED ON TE SITE, IT MUST E REMOVED ND REPLED WIT PPROVED FILL MTERIL OMPTED TO OUNIL REQUIREMENTS. GEOTENIL REPORT MUST E SUMITTED SOWING DETILS OF DEPT, TYPE OF MTERIL ND DENSITY OF TE FILL RES ONERNED. SERVIES SEDULE 15. TE NTURE STRIPS ND UT OR FILLED RES RE TO E TOPSOILED WIT 100mm OF PPROVED MTERIL. IF TE LOL SOIL IS NOT GS WTER ELETRIITY OPTI FIRE SUITLE, PPROVED SOIL SLL E IMPORTED T TE ONTRTOR'S EXPENSE. ROD NME SIDE (m) SIDE (m) SIDE (m) SIDE (m) 16. UNLESS OTERWISE SOWN, TTERS INTO LLOTMENTS SLL NOT E STEEPER TN 1 IN 3 UT ND 1 IN 6 FILL. UT TTERS RE TO E GRSSED ND MULED WIT MIXTURE OF OPPED GRSS, STRW ND ITUMEN EMULTION REEKSIDE IRUIT (LOT ) EST/SOUT 2.10 EST/SOUT 2.60 WEST/NORT 2.60 WEST/NORT LOTS SLL E GRDED TO ENSURE MINIMUM GRDE OF 1 IN 150 ON TE LOWEST SIDE OUNDRY TO TE POINT OF DRINGE. REEKSIDE IRUIT (LOT ) EST 2.10 EST 2.60 WEST 1.10 WEST LL 150Ø PIPE TO E PV (Sn10), TO E PV (Sn10) OR RRJ R., 300Ø TO 600Ø INLUSIVE TO E RRJ R.. LL R. PIPES TO E LSS REEKSIDE IRUIT (LOT ) NORT 2.10 NORT 2.60 SOUT 1.10 SOUT UNLESS NOTED OTERWISE. STORMWTER DRINS UNDER 19. PVEMENTS, FOOTS ND DRIVEWYS TO E KFILLED WIT LSS 3 RUSED ROK. 20. STORMWTER DRINS EIND KER TO E KFILLED WIT LSS 3 RUSED ROK WERE SIDE OF TREN OMES S PER STNDRD DRWING EDM 202 WITIN 150mm OF TE K OF KER, UNLESS SOWN OTERWISE. TERR FIRM OR FIREGLSS TYPE LIDS RE REQUIRED FOR LL DRINGE PITS ND LL GRTES RE 21. TO E LSS D TO OMPLY WIT S3996. OUSE DRINS 22. RE TO E ONNETED DIRET TO N UNDERGROUND DRIN OR PIT IF POSSILE. 23. PROPERTY INLET PITS RE TO E LOTED 1.00m FROM LOW SIDE OUNDRY UNLESS OTERWISE SOWN. INVERT LEVEL OF PROPERTY INLET IS TO E MINIMUM OF 400mm MINIMUM ELOW FINISED/ LEVEL S PER EDM 704. PROPERTY INLET GULLY SIN IS NOT REQUIRED T PROPERTY INLET POINTS. DRIVEWYS TO E ONSTRUTED IN ORDNE WIT STNDRD DRWINGS EDM 501 TO 503. DRIVEWYS TO E LOTED MIN m FROM UILDING LINE ND LER OF DRINGE PITS, SEWER MINTENNE OLES ND TREES. DOULE DRIVEWY WIDT TO E 7.0m T FRONT OF PT/UILDING LINE. LL FOOTS, SRED PEDESTRIN/IYLE PTS RE TO E ONSTRUTED S PER ITY OF SEY SPEIFITIONS ND MP 25. STNDRD DRWINGS EDM TTILE GROUND SURFE INDITORS 26. (TGSI) RE TO E INSTLLED T LL PRM ROSSINGS ND PEDESTRIN ROSS POINTS IN ORDNE WIT S LL STREET SIGNS RE TO E 27. TO URRENT ITY OF SEY STNDRD, INLUDING PROVISION OF LOGO. 28. SIGNS, PVEMENT MRKINGS ND DELINETORS RE TO E INSTLLED S PPLILE IN ORDNE WIT S LL PVEMENT MRKINGS TO E LONG LIFE ROD MRKING WIT LONGITUDINL LINES IN TERMOPLSTI ND TRNSVERSE MRKINGS IN OLD PPLIED. NO SURPLUS TREES, VEGETTION OR OTER MTERILS IS TO E URNT ON SITE NY SOFT ROK USED IS TO ONFORM TO TE ITY OF SEY SPEIFITION FOR RIPPED ROK. 31. PPROPRITE SILTTION ONTROL IS TO E RRIED OUT DURING TE ONSTRUTION ND MINTENNE PERIODS. 32. ONRETE TO E PLED ROUND ELETRIL DISTRIUTION PITS TO MINIMUM DEPT OF 200mm. DISTRIUTION PITS TO E MINIMUM OF 300mm FROM EDGE OF FOOTS. REFER STNDRD DRWING EDM 402 FOR ONRETE JOINTING DETILS FOE PITS WITIN PTS. ESS RMPS TO LLOTMENTS S PER STNDRD DRWING S UPON OMPLETION OF ONSTRUTION, TE WOLE SITE SLL E LENED UP ND GRDED OVER. LL RUIS IS TO E REMOVED ND TE SITE IS TO E LEFT IN LEN ND TIDY ONDITION TO TE STISFTION OF TE SUPERINTENDENT. PPROVL WILL E REQUIRED FROM OUNIL'S ONSERVTION OFFIER FOR LTERTION, REMOVL OR EXVTION 35. OF NY SIGNIFINT FETURES, UILDINGS, STRUTURES OR VEGETTION. ITY OF MELTON ENGINEERING PLNS (IVIL) PPROVED ENGINEERING SERVIES DTE WRNING EWRE OF UNDERGROUND SERVIES DIL 1100 EFORE YOU DIG TITLE NME DRFTER EKED PROJET MNGER REFERENE No. 1 REFERENE No. 2 T. arrett N SME USTRLI PTY LTD N LEVEL 10, 71 QUEENS ROD MELOURNE VI P FX VI : F E MELWYS REF Stonybrook - illside Stage 4 Melton ity ouncil over Plan PROJET / DRWING No. REVISION

4 STGE 3 LEGEND - LYOUT PLN LL PROPOSED, FUTURE & SERVIE LOTIONS RE SOWN INDITIVELY STORMWTER DRIN, PIT & PROPERTY INLET MIN DRIN SWLE DRIN SEWER & MINTENNE STRUTURES OUSE DRIN ELETRIITY (U.GROUND) ELETRIITY (O.ED) SUSTTION KIOSK m STGE m 1.53m 1.28m 2.2m REMOVE ONRETE EDGE STRIP, "NO ROD" SIGN & RRIER ND MT NETLY INTO ONSTRUTION m S & D E 2.0m D E m S E 24 2m S E 2.0m D E 2.5m S E Ø m D & S E FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS M FS FS FS FS FS FS FS FS FS TM 42RVTKT RIVET IN KER RL R FS R M2 FS Ex.18 2 FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FR FS FS FR FR FR FS FS FR FS FS FR FR FS FS M2 2 1 STGE 2 Q100 LEVEL ONSTRUT INDUSTRIL ROSSOVER S PER EDM 503 FOR MINTENNE VEILE ESS 1 IN 6 TTER TO REFER DETILS TIS SEET ONNET TO END PIPE INSTLL PSM TM 25SSPT STR PIKET RL R R45.45 Ex M Ex.4 Ex.5 Ex.10 2 SG FS Ex.13 Ex.16 Ex.15 Ex.12 Ex.3 Ex.19 Ex.20 Ex.21 WETLND Ex m OVER LEVEL OF RN SEWER M TO E LOWERED 400mm ND TYPE D DRIVEWY OVER TO E INSTLLED PROVIDE 100Ø & 50Ø ONDUITS FOR LOT 2002 DRIVEWY TO E ONSTRUTED FLUS WIT TOP OF PIT ONSTRUT INDUSTRIL ROSSOVER S PER EDM 503 FOR MINTENNE VEILE ESS ONSTRUT INDUSTRIL ROSSOVER S PER EDM 503 FOR LOT 2002 ESS REMOVE ONRETE EDGE STRIP, "NO ROD" SIGN & RRIER ND MT NETLY INTO ONSTRUTION ONSTRUT INDUSTRIL ROSSOVER S PER EDM 503 FOR LOT 2002 ESS 1 IN 6 TTER TO REFER DETILS TIS SEET REFER TO DRWING 0571E FOR ONRETE PRKING DETILS PIT TO E DJUSTED TO MT DRIVEWY ONNET TO DRINGE STU IL PRM ROSSING TO E ONSTRUTED TO TE SOUT TO TIE IN NETLY WIT TE SRED PT ONNET TO DRINGE STU IL TM 41RVTKT RIVET IN KER RL WRNING EWRE OF UNDERGROUND SERVIES ROD LYOUT TLE RESERVE ROD WIDT (m) KER TYPE VERGE WIDT (m) ROD NME ROD LSSIFITION WIDT (m) LIP to LIP INV to INV K to K NT/WEST ST/EST NT/WEST ST/EST REEKSIDE IRUIT (LOT ) S DIL 1100 EFORE YOU DIG REEKSIDE IRUIT (LOT ) S REEKSIDE IRUIT (LOT ) S E N E N E N L SLOPE VRIES FUTURE STGE FUTURE STGE PROPOSED STGE 41 PROPOSED STGE m 0.5m TYPIL SETION - NOT TO SLE GS TELSTR OPTI FIRE WTER REYLE WTER G. DRIN R SERVIE ONDUITS TTILE PVERS STORMWTER DRIN MIN DRIN SWLE DRIN SEWER & MINTENNE STRUTURES OUSE DRIN ELETRIITY (UNDER GROUND) ELETRIITY OVERED GS TELSTR OPTI FIRE WTER REYLED WTER G. DRIN R SERVIE ONDUITS TTILE PVERS LEVEL FS FINISED UILDING LINE LEVEL FR FINISED RIDGE LINE LEVEL INGE STRUTURL FILL > 200mm DEEP STRUTURL FILL > 200mm DEEP UT > 200mm DEEP UT > 200mm DEEP DIRETION OF FLL OVERLND FLOW GRDED IN DIRETION OF FLL TO LEVEL INDITED EDGE STRIP, SUSOIL DRIN, "NO ROD" SIGN & RRIER TREE TO E RETINED PERMNENT SURVEY MRK TEMPORRY EN MRK PROPOSED DRIVEWY & FOOT PROPOSED INDUSTRIL DRIVEWY PROPOSED ROD PVING PROPOSED SPLT PRKING PROPOSED ONRETE PRKING 1 in 150 REV DTE MENDMENT / REVISION DESRIPTION DES/DFT PPROVL ISSUED FOR PPROVL SERVIES SEDULE MENDED RESPONSE TO OUNIL OMMENTS NF/SS NF/NF NF/NF DWG PT: L:\Work\ENG\0571E Melton wy illside\0571e-04\dwgs\0571e dwg PRINTED Y: NF12993 on 08/02/2017 at 02:43:28 PM T T T ll setting out should be carried out in accordance with MP/ouncil's standard drawings or as nominated on hard copy plans provided by SME. ny digital information supplied by this office is for information only. ny discrepancies should be discussed with the superintendent. TITLE NME DRFTER EKED PROJET MNGER REFERENE No. 1 REFERENE No. 2 T. arrett N Stonybrook - illside Stage 4 Melton ity ouncil SME USTRLI PTY LTD N LEVEL 10, 71 QUEENS ROD MELOURNE VI P FX VI : F E MELWYS REF Layout Plan PROJET / DRWING No. REVISION 5 L SLOPE VRIES 1 in 150 NOTE: JUNTION PITS ONSTRUTED S PRT OF STGE 3 WORKS TO E DJUSTED, S SOWN IN TE PIT SEDULE TYPIL SETION - NOT TO SLE ITY OF MELTON ENGINEERING PLNS (IVIL) PPROVED SERVIES SEDULE GS WTER ELETRIITY OPTI FIRE ROD NME ENGINEERING SERVIES DTE SIDE (m) SIDE (m) SIDE (m) SIDE (m) REEKSIDE IRUIT (LOT ) EST/SOUT 2.10 EST/SOUT 2.60 WEST/NORT 2.60 WEST/NORT 1.80 REEKSIDE IRUIT (LOT ) EST 2.10 EST 2.60 WEST 1.10 WEST 0.55 REEKSIDE IRUIT (LOT ) NORT 2.10 NORT 2.60 SOUT 1.10 SOUT 0.55

5 LEGEND DESIGN LINE FUTURE DESIGN LINE STGE 3 PROPOSED STGE 4 RL DEVELOPMENT DEVELOPMENT PROPOSED STGE 4 STGE 3 DEVELOPMENT DEVELOPMENT ELV ELV ELV ELV ELV ELV ELV ELV ELV ELV ELV VERTIL GEOMETRY L= 20m V L= 20m V L= 15m V L= 15m V L= 20m V 2.08 % 3.76 % 1.78 % 2.13 % 1.72 % % % % % % % % % ORIZONTL GEOMETRY DTUM RL131 R= -43m R= -43m R= -8.6m R= -8.6m R= 12.05m R= -12.5m DESIGN ENTRELINE INGE reekside ircuit 1 LONGITUDINL SETION RL ELV ELV ELV VERTIL GEOMETRY L= 20m V L= 15m V L= 20m V % % 0.62 % ORIZONTL GEOMETRY DTUM RL130 R= -12.5m R= -43m DESIGN ENTRELINE INGE reekside ircuit 1 LONGITUDINL SETION ITY OF MELTON ENGINEERING PLNS (IVIL) PPROVED LEVEL 10, 71 QUEENS ROD MELOURNE VI MELWYS REF PROJET / DRWING No. REVISION P FX VI :500, V1: F E JOINS TO 0.00 ENGINEERING SERVIES DTE REV DTE MENDMENT / REVISION DESRIPTION DES/DFT PPROVL ISSUED FOR PPROVL SUJET TO PPROVL NF/SS DWG PT: L:\Work\ENG\0571E Melton wy illside\0571e-04\dwgs\0571e dwg PRINTED Y: NF12993 on 18/01/2017 at 03:15:26 PM T ll setting out should be carried out in accordance with MP/ouncil's standard drawings or as nominated on hard copy plans provided by SME. ny digital information supplied by this office is for information only. ny discrepancies should be discussed with the superintendent. TITLE NME DRFTER EKED PROJET MNGER REFERENE No. 1 REFERENE No. 2 T. arrett N SME USTRLI PTY LTD N Stonybrook - illside Stage 4 Melton ity ouncil Longitudinal Sections

6 (MT TO STGE 3) (MT TO STGE 3) 0.00 STRUTURL FILL REQUIRED UNDER PVEMENT ND FOOTS WERE ONSTRUTED OVE 1 in in 50 1 in in 50 1 in in 50 1 in in 50 DTUM in 25 1 in 50 DTUM135.0 DTUM in 25 DTUM m 0.6m 0.60m 2.45m 2.45m 0.05m 0.05m 1.5m 3.4m 3.4m 1.5m DESIGN SURFE DESIGN SURFE DESIGN SURFE DESIGN SURFE DTUM133.0 DESIGN SURFE DTUM134.0 DESIGN SURFE DTUM134.0 DESIGN SURFE DTUM135.0 DESIGN SURFE Stonybrook - illside Stage 4 Melton ity ouncil SME USTRLI PTY LTD N ross Sections: reekside ircuit LEVEL 10, 71 QUEENS ROD MELOURNE VI MELWYS REF PROJET / DRWING No. REVISION P FX VI :100, V1: F E REV DTE MENDMENT / REVISION DESRIPTION DES/DFT PPROVL ll setting out should be carried out in accordance with MP/ouncil's ISSUED FOR PPROVL NF/SS T standard drawings or as nominated on hard copy plans provided by SME. ny digital information supplied by this office is for information only. ny discrepancies should be discussed with the superintendent. TITLE NME DRFTER EKED SUJET TO PPROVL PROJET MNGER T. arrett REFERENE No. 1 REFERENE No. 2 DWG PT: L:\Work\ENG\0571E Melton wy illside\0571e-04\dwgs\0571e dwg PRINTED Y: NF12993 on 18/01/2017 at 03:15:30 PM ITY OF MELTON ENGINEERING PLNS (IVIL) PPROVED ENGINEERING SERVIES DTE 1 2

7 STRUTURL FILL REQUIRED UNDER PVEMENT ND FOOTS WERE ONSTRUTED OVE 1 in 21 1 in 50 1 in in in in in in 50 1 in in in in 50 1 in in in 50 1 in in m 0.6m 0.45m 2.45m 2.45m 0.05m 1.5m 2.70m 3.30m DTUM132.0 DESIGN SURFE DTUM132.0 DESIGN SURFE DTUM132.0 DESIGN SURFE DTUM133.0 DESIGN SURFE DTUM131.0 DESIGN SURFE DTUM131.0 DESIGN SURFE DTUM132.0 DESIGN SURFE m 0.6m 0.6m 2.45m 2.45m 0.05m 1.5m 3.4m 3.4m 1.5m 0.05m REV DTE MENDMENT / REVISION DESRIPTION DES/DFT PPROVL ll setting out should be carried out in accordance with MP/ouncil's ISSUED FOR PPROVL NF/SS T standard drawings or as nominated on hard copy plans provided by SME. ny digital information supplied by this office is for information RESPONSE TO OUNIL OMMENTS SETION DDED NF/NF only. ny discrepancies should be discussed with the superintendent. SUJET TO PPROVL DWG PT: L:\Work\ENG\0571E Melton wy illside\0571e-04\dwgs\0571e dwg PRINTED Y: NF12993 on 08/02/2017 at 02:43:33 PM TITLE NME DRFTER EKED PROJET MNGER T. arrett REFERENE No. 1 REFERENE No. 2 Stonybrook - illside Stage 4 Melton ity ouncil SME USTRLI PTY LTD N ross Sections: reekside ircuit LEVEL 10, 71 QUEENS ROD MELOURNE VI MELWYS REF PROJET / DRWING No. REVISION P FX VI :100, V1: F E in 21 1 in 21 DTUM DESIGN SURFE ITY OF MELTON ENGINEERING PLNS (IVIL) PPROVED SG ENGINEERING SERVIES DTE SURFE TO MT WTERWY

8 STRUTURL FILL REQUIRED UNDER PVEMENT ND FOOTS WERE ONSTRUTED OVE 1 in 20 1 in 10 1 in 33.3 DTUM in 10 1 in 33.3 DTUM in 10 1 in 33.3 DTUM DESIGN SURFE 13.5m 0.6m 0.6m 0.05m 1.5m 3.4m 2.45m 2.45m 2.45m DESIGN SURFE DESIGN SURFE DTUM132.0 DESIGN SURFE REV DTE MENDMENT / REVISION DESRIPTION DES/DFT PPROVL ll setting out should be carried out in accordance with MP/ouncil's ISSUED FOR PPROVL NF/SS T standard drawings or as nominated on hard copy plans provided by SME. ny digital information supplied by this office is for information only. ny discrepancies should be discussed with the superintendent. TITLE NME DRFTER EKED SUJET TO PPROVL PROJET MNGER T. arrett REFERENE No. 1 REFERENE No. 2 DWG PT: L:\Work\ENG\0571E Melton wy illside\0571e-04\dwgs\0571e dwg PRINTED Y: NF12993 on 18/01/2017 at 03:15:39 PM SURFE TO MT WTERWY ITY OF MELTON ENGINEERING PLNS (IVIL) PPROVED ENGINEERING SERVIES DTE Stonybrook - illside Stage 4 Melton ity ouncil SME USTRLI PTY LTD N ross Sections: reekside ircuit LEVEL 10, 71 QUEENS ROD MELOURNE VI MELWYS REF PROJET / DRWING No. REVISION P FX VI :100, V1: F E

9 132.6 M3 M4 N1 N2 NOTE: LL LYOUT PLNS RE T 1:200 UNLESS SOWN OTERWISE ND LL LIP PROFILES RE T 1:200, V 1:20 UNLESS SOWN OTERWISE Ø E N TRNSITION OF KER PROFILE FROM TO 2 ROSS PRM ROSSING M4 M N1 E N M2 M1 N2 M2 M RL RL RL L=12.5m L=-12.5m RL % 1.99% ORIZONTL GEOMETRY ORIZONTL GEOMETRY L= 11.74m V L= 11.74m V L= 9.82m V L= 9.82m V 1.93% 1.15% 1.93% -1.93% -3.2% -0.99% VERTIL GEOMETRY VERTIL GEOMETRY DTUM RL133 DTUM RL133 REEKSIDE IRUIT E N O P4 P3 O REEKSIDE IRUIT P1 P2 INGE LIP LINE O LIP LINE P E WRNING N EWRE OF UNDERGROUND SERVIES DIL 1100 EFORE YOU DIG NOTES 1. REFER TO SEET No.04 FOR LIP PROFILES. 2. REFER TO SEET No.05 FOR SETOUT INFORMTION DESIGN LEVEL SETOUT Y SETOUT X INGE DESIGN LEVEL SETOUT Y SETOUT X INGE LIP LINE M LIP LINE N LEGEND - INTERSETION PLN STORMWTER DRIN, PIT & PROPERTY INLET SWLE DRIN SEWER & MINTENNE STRUTURES OUSE DRIN TTILE PVERS OUSE DRIN RETINING WLL PVEMENT TRETMENT ONRETE EDGE STRIP WIT SUSOIL DRIN, "NO ROD" SIGN & RRIER TREE TO E REMOVED PERMNENT SURVEY MRK TEMPORRY EN MRK PROPOSED DRIVEWY O1 O2 O3 P1 P4 P2 P RL RL RL L=-12.5m 7.51 L=12.5m 0.77% ORIZONTL GEOMETRY 5.67% RL % ORIZONTL GEOMETRY L= 10.2m V L= 10.2m V L= 15.02m V L= 15.02m V -1.99% -3.12% -0.71% VERTIL GEOMETRY 0.71% 1.67% 1.99% VERTIL GEOMETRY DTUM RL132 DTUM RL DESIGN LEVEL SETOUT Y SETOUT X DESIGN LEVEL SETOUT Y SETOUT X INGE ITY OF MELTON ENGINEERING PLNS (IVIL) PPROVED ENGINEERING SERVIES DTE REV DTE MENDMENT / REVISION DESRIPTION DES/DFT PPROVL ISSUED FOR PPROVL SUJET TO PPROVL NF/SS DWG PT: L:\Work\ENG\0571E Melton wy illside\0571e-04\dwgs\0571e dwg PRINTED Y: NF12993 on 18/01/2017 at 03:15:46 PM T ll setting out should be carried out in accordance with MP/ouncil's standard drawings or as nominated on hard copy plans provided by SME. ny digital information supplied by this office is for information only. ny discrepancies should be discussed with the superintendent. TITLE NME DRFTER EKED PROJET MNGER REFERENE No. 1 REFERENE No. 2 T. arrett N Stonybrook - illside Stage 4 Melton ity ouncil SME USTRLI PTY LTD N Intersection Detail Plan & Lip Profiles 0 8 LEVEL 10, 71 QUEENS ROD MELOURNE VI MELWYS REF PROJET / DRWING No. REVISION P FX VI :200, 1:200, V1: F E S

10 Ex.9 Ex Ex Ex.5 25 REMOVE END P ND ONNET TO STU IL DESIGN FLOW (m3/s) PITY (m3/s) T GRDE VELOITY (m/s) PIPE SIZE (mm) 300Ø GRDE in in 25 DTUM (5.50) LEGEND NOTES 1. PIPE TRENES WITIN TE ROD RESERVE MUST E KFILLED WIT 20mm LSS 3 RUSED ROK RUSED ROK KFILL TO E OMPTED TO DRY DENSITY NOT LESS TN 97% OF MXIMUM FOUND IN TE STNDRD OMPTION TEST FOR TE FOLLOWING: - ENET TE ROD PVEMENT OR DRIVEWY ROSSOVER TO TE UNDERSIDE OF TE PVEMENT OR ROSSOVER. - DJENT TO KERING OR ONRETE WORKS TO LEVEL TT IS NOT FFETED Y 45 DEGREE NGLE OF REPOSE FROM NER TE LOWER EDGE. 2. LL DRINGE PIPES TO E RUER RING ELLED SOKET JOINT TYPE (RRJ). 3. LL DRINGE PIPES SLL E LSS 2 RP, UNLESS OTERWISE NOTED. 4. WERE PITS DROP LESS TN 50mm, TE PIT FLOOR MUST E SPED TO MT TE LOWER LF OF TE PIPE DEPT TO INVERT YDRULI GRDE LINE INVERT LEVEL FINISED SURFE LEVELS LEVEL INGE (Reach Length) (43.90) (7.10) REV DTE MENDMENT / REVISION DESRIPTION DES/DFT PPROVL ll setting out should be carried out in accordance with MP/ouncil's ISSUED FOR PPROVL NF/SS T standard drawings or as nominated on hard copy plans provided by SME. ny digital information supplied by this office is for information RESPONSE TO OUNIL OMMENTS NF/NF T only. ny discrepancies should be discussed with the superintendent. TITLE NME DRFTER EKED SUJET TO PPROVL PROJET MNGER T. arrett REFERENE No. 1 REFERENE No. 2 DWG PT: L:\Work\ENG\0571E Melton wy illside\0571e-04\dwgs\0571e dwg PRINTED Y: LV11632 on 08/02/2017 at 03:07:12 PM PIT SEDULE INTERNL INLET OUTLET PIT STNDRD TYPE INV R.L. DIMETER INV R.L. F.S.L. DEPT REMRKS NUMER WIDT (mm) LENGT (mm) DIMETER (mm) DRWING (m) (mm) (m) Ex3 Ex.JUNTION PIT EDM Ex4 Ex.JUNTION PIT EDM 604 Ex.5 Ex.JUNTION PIT EDM EX.6 Ex.JUNTION PIT EDM 603 ONVERT JUNTION PIT TO DOULE SIDE ENTRY PIT UNED TO 900 x 600 ORDING TO EDM 607 ONVERT JUNTION PIT TO DOULE SIDE ENTRY PIT UNED TO 900 x 600 ORDING TO EDM 607 ONNET TO LOKOUT IN PIT WLL ONVERT JUNTION PIT TO SIDE ENTRY PIT UNED TO 900 x 600 ORDING TO EDM 607 Ex.10 ENDPIPE ONNET TO STU 11 JUNTION PIT EDM 6035 Ex. 12 Ex.JUNTION PIT EDM DJUST OVER LEVELS IF REQIURED Ex. 13 Ex.JUNTION PIT EDM Ex.14 Ex.JUNTION PIT EDM DJUST OVER LEVELS IF REQIURED ONVERT JUNTION PIT TO SIDE ENTRY PIT UNED TO 900 x 600 ORDING TO EDM 607 Ex.15 Ex.JUNTION PIT MS404 ONVERT TO MELTON STNDRD MS404 MODIFIED SIDE ENTR PIT UNED TO 900 X 600 ORDING TO EDM 607. Ex.16 Ex.JUNTION PIT EDM Ex.18 Ex.JUNTION PIT EDM 603 Ex.19 Ex.JUNTION PIT EDM 603 Ex.20 Ex.JUNTION PIT EDM 603 DJUST OVER LEVELS IF REQIURED ONVERT TO SIDE ENTRY PIT ONVERT TO SIDE ENTRY PIT GRTED UNED TO 900 X 600 ORDING TO EDM 607 ONVERT TO SIDE ENTRY PIT GRTED UNED TO 900 X 600 ORDING TO EDM 607 Ex.21 Ex.JUNTION PIT MS404 ONVERT TO MELTON STNDRD MS404 MODIFIED SIDE ENTR PIT UNED TO 900 X 600 ORDING TO EDM SIDE ENTRY PIT EDM JUNTION PIT EDM 26 JUNTION PIT EDM Stonybrook - illside Stage 4 Melton ity ouncil SME USTRLI PTY LTD N Drainage Longitudinal Sections & Pit Schedule LEVEL 10, 71 QUEENS ROD MELOURNE VI MELWYS REF PROJET / DRWING No. REVISION P FX VI :500, V1: F E (35.66) in 50 (57.57) REEKSIDE IRUIT REMOVE END P ND ONNET TO STU IL ONNET TO LOKOUT IN PIT WLL IL ITY OF MELTON ENGINEERING PLNS (IVIL) PPROVED ENGINEERING SERVIES DTE

11 REEKSIDE IRUIT REEKSIDE IRUIT REEKSIDE IRUIT REV DTE MENDMENT / REVISION DESRIPTION DES/DFT PPROVL ISSUED FOR PPROVL NF/SS T DWG PT: L:\Work\ENG\0571E Melton wy illside\0571e-04\dwgs\0571e dwg PRINTED Y: NF12993 on 18/01/2017 at 03:15:56 PM PRIME REEKSIDE IRUIT PVEMENT OMPOSITION 150mm OMPTED DEPT TYPE PPING LYER MTERIL (R >=8%, PERMEILITY < 1x10 m/sec ND SWELL < 1.5% MTERIL S PER G GUIDELINES) SUGRDE TRETMENT (ONLY REQUIRED WERE..R <2.5%) OMPTED LY FILL-98% USTRLIN STNDRD OMPTION 600mm PVEMENT 6600mm 6300mm 6600mm RRIER KER (1) ll setting out should be carried out in accordance with MP/ouncil's standard drawings or as nominated on hard copy plans provided by SME. ny digital information supplied by this office is for information only. ny discrepancies should be discussed with the superintendent. TITLE NME DRFTER EKED PROJET MNGER REFERENE No. 1 REFERENE No. 2 T. arrett SME USTRLI PTY LTD N LEVEL 10, 71 QUEENS ROD MELOURNE VI P FX VI 3205 S SOWN 354 F E MELWYS REF Stonybrook - illside Stage 4 Melton ity ouncil General Notes & Details PROJET / DRWING No. REVISION MIN 350 MIN 200 D/2+200 ITY OF MELTON ENGINEERING PLNS (IVIL) PPROVED D R700mm R700mm R500mm R500mm 5400mm N12 DEFORMED RS 600mm 300mm ENTRES ONRETE INFILLED PRKING Y VEILE ROSSING REFER TO N12 DEFORMED RS EDM mm 300mm ENTRES /2 MOUNTLE KER (M2) 2300mm 2300mm REFER TYPIL DRIVEWY PRKING Y DETIL TIS SEET REFER TYPIL PRLLEL PRKING Y DETIL TIS SEET REFER TYPIL PRLLEL PRKING Y DETIL TIS SEET 200mm ONSOLIDTED DEPT 32MPa ONRETE ENTRLLY REINFORED WIT F82 MES. PVEMENT OMPOSITION LNE WY & ONRETE PRKING DYS 300mm DEPT MOUNTLE KER (M2) MOUNTLE KER (M2) /2 ENGINEERING SERVIES DTE

12 STGE REEKSIDE IRUIT STGE REEKSIDE IRUIT REEKSIDE IRUIT NOTES ENDS TO VE ENTRELINE MRKING WIT RRPM'S T MX 6m SPING. 2. RRPMs TO E IN ORDNE WIT VIRODS TRFFI ENGINEERING MNUL MNUL VOL LL LINEMRKING & SIGNGE TO E IN ORDNE WIT USTRLIN STNDRD S TTILE GROUND SURFE INDITORS (TGSI) RE TO E INSTLLED T LL PRM ROSSINGS ND PEDESTRIN ROSS POINTS IN ORDNE WIT S REV DTE MENDMENT / REVISION DESRIPTION DES/DFT PPROVL ISSUED FOR PPROVL NF/SS T DWG PT: L:\Work\ENG\0571E Melton wy illside\0571e-04\dwgs\0571e dwg PRINTED Y: NF12993 on 08/02/2017 at 02:43:47 PM STGE 2 ll setting out should be carried out in accordance with MP/ouncil's standard drawings or as nominated on hard copy plans provided by SME. ny digital information supplied by this office is for information only. ny discrepancies should be discussed with the superintendent. 418 TITLE NME DRFTER EKED PROJET MNGER T. arrett REFERENE No. 1 REFERENE No WETLND ITY OF MELTON ENGINEERING PLNS (IVIL) PPROVED ENGINEERING SERVIES DTE N Stonybrook - illside Stage 4 Melton ity ouncil SME USTRLI PTY LTD N LEVEL 10, 71 QUEENS ROD MELOURNE VI P FX VI : F E MELWYS REF Signs and Linemarking Plan PROJET / DRWING No. REVISION 5

13 PSE DISIPLINE ODE RISK REGISTER -onstruction- Operations- Maintenance POTENTIL RISK Road Furniture / Roadside features onstruction RD #N/ onstruction close to live traffic New works will be constructed adjacent to live traffic when abutting existing stages. RISK OWNER ontractor POTENTIL ONSEQUENES Disruptions to live traffic, construction incident involving live traffic. onstruction US #N/ Utilities become a hazard within clear zones Vehicle conflict with utility / pit ontractor Personal injury, vehicle damage POTENTIL ELIMINTION MESURE, DESIGN INITITIVE or ONTROL ( Identify any Standard or ode of practice used) OW ISSUE DDRESED IN DESIGN ND/OR ONSTRUTION OF TE WORKS IS TE RISK ELIMINTED YES/NO Residual Risk Likelihoo d (0-5) Residual Risk onsequ ence (0-5) Residual Risk Rating RESIDUL RISK OWNER Provide safe temporary traffic control () provided within contract N onstructor Sequence works and protect with temp barrier or traffic control () provided within contract N onstructor Ensure design complies with relevant standard. Undertake Vis lines checked and discussed with approval authority Operational RD #N/ Sight Lines Road uthority Increased potential for accidents N Road uthority Inadequate drivers response time. thorough Safety udit as part of design approval process Potential for drivers / riders to strike signs and street Ensure design complies with relevant standard. Undertake Operational LS #N/ Signs and street lights Road uthority Increased potential for accidents Refer to appropriate standard for sign and lighting offsets N Road uthority lights thorough Safety udit Drainage Provide pedestrian/bicycle friendly grates where applicable. Design in accordance with authority and manufacturers Operational DR #N/ Grated Pits Trip/fall hazard with large spaced grate Relevant uthority Increased potential for accidents N uthority Refer to pit schedule standards Provide safe working conditions for maintenance. Provide safe Maintenance DR #N/ ccess to Pits Lack of safe access for maintenance Relevant uthority Increased risk to maintenance Where possible design pit in location for easy access and landing/ access arrangements as per relevant authority N uthority crews outside of permanent water bodies standards Maintenance DR #N/ ccess to drains / culverts Lack of safe access for maintenance Relevant uthority Increased risk to maintenance Provide safe working conditions for maintenance. ccess as Design pit in location for easy access as agreed with crews approved by authority authority N Sewer Sewer Manhole located adjacent to Retaining Falling from height during construction or Provide temporary fencing until such time that permanent onstruction SE #N/ ontractor Falling from a height Provide fencing (at heights) during design process N onstructor Wall lignment commissioning of adjacent sewer manholes fencing is constructed ontractor to be certified for work in confined spaces, landings Design in accordance with authority standards. Refer pit Maintenance SE #N/ Deep Manholes Lack of safe entry for maintenance Relevant uthority Increased potential for accidents and step access provided as per authority standards and schedule on drawings N uthority schedule Maintenance SE #N/ ccess to Manholes Lack of safe access for maintenance Relevant uthority Increased risk to maintenance Provide safe working conditions for maintenance. Manholes Where possible design manhole in location for easy crews located in compliance with authority standards N uthority access Electricity Pits designed below ground. Where above ground Operational ES #N/ Electrical Design Location of assets within clear zones e.g.. pits/ Electrical designed by sub consultant with appropriate Relevant uthority Increased potential for accidents adequate offset from vehicle clear zones has been substations accreditation and in accordance with authority standards N uthority provided or barrier protection provided Telstra Telecommunications designed by authority consultant with Pits designed below ground. Where above ground Operational TE #N/ Telstra Design Location of assets within clear zones e.g.. pits Relevant uthority Increased potential for accidents appropriate accreditation and in accordance with authority adequate offset from vehicle clear zones has been N uthority standards provided or barrier protection provided Water Pits designed below ground. Where above ground Operational W #N/ Water Design Location of assets within clear zones e.g.. pits/ Relevant uthority Increased potential for accidents Water pits designed in accordance with authority standards adequate offset from vehicle clear zones has been N uthority substations provided or barrier protection provided Gas Pits designed below ground. Where above ground Operational G #N/ Gas Design Location of assets within clear zones e.g.. pits/ Relevant uthority Increased potential for accidents Water pits designed in accordance with authority standards adequate offset from vehicle clear zones has been N uthority substations provided or barrier protection provided 0 ITY OF MELTON ENGINEERING PLNS (IVIL) PPROVED ENGINEERING SERVIES DTE REV DTE MENDMENT / REVISION DESRIPTION DES/DFT PPROVL ISSUED FOR PPROVL SUJET TO PPROVL NF/SS DWG PT: L:\Work\ENG\0571E Melton wy illside\0571e-04\dwgs\0571e dwg PRINTED Y: NF12993 on 18/01/2017 at 03:16:01 PM T ll setting out should be carried out in accordance with MP/ouncil's standard drawings or as nominated on hard copy plans provided by SME. ny digital information supplied by this office is for information only. ny discrepancies should be discussed with the superintendent. TITLE NME DRFTER EKED PROJET MNGER REFERENE No. 1 REFERENE No. 2 T. arrett SME USTRLI PTY LTD N LEVEL 10, 71 QUEENS ROD MELOURNE VI P FX VI 3205 N/ 354 F E MELWYS REF Stonybrook - illside Stage 4 Melton ity ouncil Safety in Design PROJET / DRWING No. REVISION