UPPER POINT COOK STAGE 28

Transcription

1 UPPER POINT OOK GENERAL NOTES: 1. ALL LEVELS ARE TO AUSTRALIAN EIGT DATUM AND ALL OORDINATES ARE TO MAP GRID OF AUSTRALIA (MGA) ZONE ALL S SOWN ON TE ENGINEERING DRAWINGS AVE BEEN INTERPOLATED FROM A DIGITAL TERRAIN MODEL. TESE LEVELS AVE BEEN USED AS TE BASIS FOR ALL ENGINEERING AND DETERMINATION OF QUANTITIES AND ARE AURATE TO WITIN ±.5m. 3. ALL WORKS TO BE ARRIED OUT IN AORDANE WIT AS GENERAL ONDITIONS OF ONTRAT, TE ROAD & DRAINAGE SPEIFIATION, APPROVED METROPOLITAN PLANNING AUTORITY OR MUNIIPALITY SPEIFIATIONS AND STANDARD DRAWINGS WERE NOTED AND TO TE SATISFATION OF TE SUPERINTENDENT AND TE MUNIIPAL ENGINEER OR IS REPRESENTATIVE. 4. ROAD AINAGES REFER TO ROAD ENTRELINES. AINAGES FOR INTERSETIONS AND UL-DE-SAS REFER TO TE 5. TE LOATION OF SERVIES SOULD BE DETERMINED BY TE ONTRATOR PRIOR TO OMMENING ANY EXAVATION BY ONTATING ALL LOAL SERVIE AUTORITIES. ANY SERVIES SOWN ON TESE DRAWINGS ARE OFFERED AS A GUIDE ONLY AND ARE NOT GUARANTEED AS ORRET. PAVEMENT DEPT. 24. WERE PAVEMENT IS ONSTRUTED ON FILLING, FILL MATERIAL IS TO BE APPROVED BY TE SUPERINTENDENT AND OUNIL. FILLING TO BE ONSTRUTED IN LAYERS 15mm TIK WIT OMPATION AIEVING 95% AUSTRALIAN STANDARD DENSITY. 25. WEN PAVEMENT EXAVATION IS IN ROK, ALL LOOSE MATERIAL (INLUDING ROKS AND LAY) MUST BE REMOVED. TE SUB-GRADE MUST TEN BE REGULATED WIT OUNIL APPROVED MATERIAL. 26. ALL VEILE ROSSINGS ARE IN AORDANE WIT OUNIL STANDARD DRAWINGS. 27. LINEMARKING AND SIGNAGE TO BE INSTALLED IN AORDANE WIT AS AND AS UNLESS NOTED OTERWISE. STREET SIGNS ARE TO BE INSTALLED IN AORDANE WIT METROPOLITAN PLANNING AUTORITY STANDARDS. 28. ALL TEMPORARY WARNING SIGNS USED DURING ONSTRUTION SALL BE SUPPLIED AND MAINTAINED IN AORDANE WIT AS TATILE GROUND SURFAE INDIATORS ARE TO BE INSTALLED IN AORDANE WIT TE DISABILITY DISRIMINATION AT AND RELEVANT OUNIL STANDARD DRAWINGS. LEGEND OIL PIPELINE WAG PIPELINE WATER MAIN, VALVE AND YDRANT WATER REYLED UNDERGROUND ELETRIITY OVEREAD ELETRIITY, POLE AND STAY TELSTRA & SERVIE PIT OPTI FIBRE GAS MAIN SEWER & MANOLE SEWER RISING MAIN AT DRAIN BIO RETENTION SWALE DRAIN OPEN INVERT PROPOSED WATER MAIN PROPOSED WATER REYLED PROPOSED UNDERGROUND ELETRIITY PROPOSED OVEREAD ELETRIITY & POLE PROPOSED TELSTRA PROPOSED OPTI FIBRE ONDUIT PROPOSED GAS MAIN PROPOSED SEWER AND MANOLE PROPOSED SEWER RISING MAIN PROPOSED AT DRAIN PROPOSED BIO RETENTION PROPOSED SWALE DRAIN PROPOSED OPEN INVERT PROPOSED STORMWATER DRAIN & PIT PROPOSED DRAINAGE INLET 6. WERE REQUIRED ANY BUILDINGS, TROUGS, FENES AND OTER STRUTURES ON SITE ARE TO BE REMOVED AS DIRETED BY TE ENGINEER. TE OST OF REMOVAL IS TO BE INLUDED IN TE OVERALL EARTWORKS FIGURE UNLESS A SPEIFI ITEM FOR REMOVAL IS DENOTED IN TE SEDULE. 7. ALL EXAVATED ROK AND SURPLUS SPOIL TO BE REMOVED AND DISPOSED OFF SITE UNLESS NOTED OTERWISE. 8. ALL FILLING ON LOTS AND WITIN ROAD RESERVES GREATER TAN 2mm IS TO BE UNDERTAKEN USING LEVEL 1 SUPERVISION AND BE OMPLETED IN AORDANE WIT AS FILL AREAS ARE TO BE STRIPPED OF TOPSOIL, FILLED AND REPLAED WIT TOPSOIL (WERE REQUIRED) TO OBTAIN TE FINAL LEVELS SOWN ON TE DRAWINGS. 9. FILLING MATERIAL IS TO BE IN AORDANE WIT TE SPEIFIATION, AS & TO TE SATISFATION OF OUNIL AND TE SUPERINTENDENT. 1. ALL BATTERS SALL BE 1 IN 6, UNLESS OTERWISE SOWN. 11. NO FILL OR STOKPILING OF MATERIAL IS TO BE PLAED ON ANY RESERVE FOR PUI OPEN SPAE UNLESS OTERWISE DIRETED OR APPROVED BY TE SUPERINTENDENT. 12. TBM'S TO BE RE-ESTAISED BY TE LIENSED SURVEYOR IF FOUND TO BE MISSING AT TE OMMENEMENT OF ONSTRUTION. TE ONTRATOR WILL BE RESPONSIE FOR ARE AND MAINTENANE OF T.B.M.'S TEREAFTER. 13. AT LEAST 3 DAYS PRIOR TO OMMENING WORK ON EXAVATIONS IN EXESS OF 1.5m DEEP, A NOTIFIATION FORM MUST BE SENT TO WORKSAFE. TE ONTRATOR IS TO OMPLY WIT WORKSAFE, TE MINES (TRENES) REGULATION 1982, TE MINES AT 1958 AND OUPATIONAL EALT AND SAFETY AT 1985, ALL SERVIE TRENES UNDER DRIVEWAYS, FOOATS AND PARKING BAYS TO BE BAKFILLED WIT LASS 2 RUSED ROK. SERVIE TRENES LESS TAN 75mm BEIND KERB AND ANNEL OR PAVED TRAFFI AREAS ARE ALSO TO BE BAKFILLED WIT OMPATED LASS 2 RUSED ROK. 3. ONTRATOR TO PROVIDE AN ENVIRONMENTAL MANAGEMENT PLAN INLUDING SILT AND SEDIMENT RUNOFF PROTETION ET. SEMP TO BE APPROVED BY OUNIL PRIOR TO TE OMMENEMENT OF WORKS. 31. ALL TREES AND SRUBS ARE TO BE RETAINED UNLESS OTERWISE SOWN. IF ROAD AND DRAINAGE ONSTRUTION NEESSITATES TEIR REMOVAL, WRITTEN PERMISSION MUST BE OBTAINED FROM TE SUPERINTENDENT. 32. TREES NOT SPEIFIED FOR REMOVAL ARE TO BE PROTETED WIT APPROPRIATE EXLUSION FENING PRIOR TO OMMENEMENT OF ANY WORKS. 33. TE ONTRATOR IS REQUIRED TO OBTAIN A 'PERMIT TO WORK' FROM MELBOURNE WATER'S SURVEILLANE OFFIER AT TE PRE-OMMENEMENT MEETING. TE ONTRATOR IS REQUIRED TO ENSURE TAT TE 'PERMIT TO WORK' IS KEPT UP TO DATE FOR TE DURATION OF TE ONTRAT. 34. ALL PITS / MANOLES IN ONRETED AREAS TO BE ONSTRUTED IN AORDANE WIT W DETAIL SD ALL NATURESTRIPS, FROM BAK OF KERB TO EDGE OF PAT OR PROPERTY BOUNDARY ARE TO BE FILLED TO A LEAN, TIDY ONDITION, TOP DRESSED (5MM LOAMY TOP SOIL FREE OF LUMPS, SODS AND LAY LUMPS) AND YDROSEEDED. 36. ALL STORMWATER DRAINS ARE TO BE LASS 2 R.. OR RIGID F.R.. PIPES WIT ADOL FLEXIE OLLARS UNLESS NOTED OTERWISE. ALL PIPES UP TO AND INLUDING 75mm DIA ARE TO BE RUBBER RING JOINTED. INTERLOKING / FLUS JOINTS WIT EXTERNAL BANDS AN ONLY BE USED ON PIPE SIZES OVER 75mm DIA. DRAWING INDEX Drawing Number Drawing Name SITE OF WORKS LOALITY PLAN MELWAY 27 OPYRIGT MELWAY PUISING Pty. Ltd. REPRODUED WIT PERMISSION STORMWATER DRAIN & SIDE ENTRY PIT JUNTION PIT OUSE DRAIN TRAK ONRETE VEILE ROSSING FOOAT KERB & ANNEL SURFAE ONTOUR MINOR SURFAE ONTOUR MAJOR EF FILL LEVEL. SIGN AND POST PROPOSED LIGT & POLE (BY OTERS) STREET SIGN PERMANENT SURVEY MARK ALLOTMENT NUMBER ROAD AINAGE TOP OF BATTER LIMIT / TOE OF BATTER h TANGENT POINT ROAD AINAGE TREE & SURVEYED ANOPY TO BE RETAINED 1 SM FS PROPOSED OUSE DRAIN PROPOSED STORMWATER PIT NUMBER PROPOSED DRIVEWAY PROPOSED FOOAT KERB & ANNEL + TYPE FINISED SURFAE ONTOUR MINOR FINISED SURFAE ONTOUR MAJOR FINISED T TOP/TOE OF BATTER LEVEL PROPOSED SIGN & POST PROPOSED LIGT & POLE (BY OTERS) STREET SIGN PROPOSED PERMANENT SURVEY MARK TEMPORARY BEN MARK (TBM) PROPOSED BOLLARD TOP OF BATTER LIMIT / TOE OF BATTER RIDGE / ANGE OF GRADE R2 INTERSETION SET-OUT POINT 1 in 15 LOT GRADE ROAD RESERVE LOT BOUNDARY EASEMENT 15. WERE REQUIRED, ALL DAMS, DEPRESSIONS AND DRAINS ARE TO BE BREAED, DRAINED, DESLUDGED AND SALL BE EXAVATED TO A LEAN FIRM BASE. TE SURFAE SALL BE INSPETED, APPROVED AND LEVELED BY TE ENGINEER PRIOR TO OMMENEMENT OF FILLING. TE FILL SALL BE APPROVED SELETED ON SITE MATERIAL OR APPROVED IMPORTED MATERIAL. TE FILL SALL BE PLAED UNDER ONTROLLED MOISTURE ONDITIONS IN AORDANE WIT TE SPEIFIATION 16. NO ASTING TO BE ARRIED OUT WITIN TE MUNIIPALITY WITOUT OBTAINING OUNILS PERMISSION. 17. GAS AND WATER ONDUITS ARE TO BE, Ø5mm. LASS 12 P.V.. - SINGLE SERVIE Ø1mm. LASS 12 P.V.. - DUAL SERVIE (DRINKING AND NON DRINKING WATER) WIT TE FOLLOWING MINIMUM OVER TO FINISED S: ROAD PAVEMENT -.8m VERGE, FOOATS - m 17. ALL SERVIE ONDUIT TRENES UNDER ROAD PAVEMENTS TO BE BAKFILLED IN AORDANE WIT RELEVANT MUNIIPALITY OR ROAD AUTORITY SPEIFIATION R R R R R R R R R R R R R R R R R R R19 FAE SEET DETAIL PLAN LONGITUDINAL SETION - AMBASSADOR RES, JOYE ST, FORDAM RD & REEVES ST LONGITUDINAL SETIONS - BENSONURST & ARLEM IRUIT ROSS SETIONS - ARLEM IRUIT ROSS SETIONS - ARLEM IRUIT & AMBASSADOR RESENT ROSS SETIONS - FORDAM ROAD ROSS SETIONS - BENSONURST ROSS SETIONS - JOYE STREET INTERSETION - SEET 1 OF 3 INTERSETION - SEET 2 OF 3 INTERSETION - SEET 3 OF 3 DRAINAGE LONGITUDINAL SETIONS - SEET 1 OF 4 DRAINAGE LONGITUDINAL SETIONS - SEET 2 OF 4 DRAINAGE LONGITUDINAL SETIONS - SEET 3 OF 4 DRAINAGE LONGITUDINAL SETIONS - SEET 4 OF 4 DRAINAGE PIT SEDULE SIGNAGE & LINEMARKING PLAN TYPIAL T E IR AG TREE TO BE REMOVED VEGETATION LINE TELEOMMUNIATIONS ONDUIT ELETRIAL ONDUIT GAS & WATER ONDUIT IRRIGATION ONDUIT AG DRAIN ONDUIT PROPOSED AG DRAIN & FLUSER SAW UT PAVEMENT LIMIT OF WORKS FENE PROPOSED ESTATE FENING PROTETIVE TREE FENING VEILE EXLUSION FENE FUTURE STORMWATER DRAIN & PIT MW DRAIN & PIT PROPOSED SLEEPER RETAINING WALL PROPOSED ROK RETAINING WALL EXAVATION GREATER TAN 2mm FILLING GREATER TAN 2mm FILLING GREATER TAN 3mm 18. AG/SUBSOIL DRAIN TO BE LAID BEIND KERB WERE REQUIRED IN AORDANE WIT TE METROPOLITAN PLANNING AUTORITY STANDARD DRAWINGS AND ONNETED TO UNDERGROUND DRAINAGE. RUSED ROK BAKFILL TO STORMWATER TREN ROK BEAING 19. ENTRELINES OF ALL EASEMENT DRAINS ARE 1.m OR 2.2m (WERE OUTSIDE OF SEWER) FROM TE PROPERTY LINE UNLESS SOWN OTERWISE. PARKING BAY/PAVED AREA 2. WERE URVED PIPE ALIGNMENTS ARE SOWN ON TE FAE PLANS TEY ARE TO BE LAID PARALLEL TO TE BAK OF KERB, EXEPT WERE A RADIUS AS BEEN SPEIFIALLY NOMINATED. URVED PIPES ARE TO BE APPROVED BY OUNIL AND IN AORDANE WIT TE MANUFATURERS SPEIFIATIONS. 21. WATER TAPPINGS TO BE LOATED IN ENTRE OF ALLOTMENTS UNLESS OTERWISE SOWN. 22. TELSTRA IS TO BE NOTIFIED 7 DAYS PRIOR TO PLAEMENT OF ONRETE WORKS. 23. PAVEMENT DEPTS MAY BE MODIFIED AS DIRETED BY TE SUPERINTENDENT. PAVEMENT TO BE BOXED OUT TO MINIMUM DEPT DENOTED, INSPETED AND IF SUBGRADE IS IN QUESTION, FURTER TESTING ARRIED OUT TO DETERMINE FINAL WARNING BEWARE OF UNDERGROUND/OVEREAD SERVIES TE LOATION OF SERVIES ARE APPROXIMATE ONLY AND TEIR EXAT POSITION SOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN TAT ALL SERVIES ARE SOWN.SPEIAL ONSIDERATION SOULD BE GIVEN TO ONSTRUTION PROEDURES UNDER OVEREAD ELETRIITY TRANSMISSION LINES. GRANITI SAND/SAND FILTER EXPOSED AGGREGATE ONRETE hecked UPPER POINT OOK FAE SEET K. OGAN ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version NOT TO SALE Map Reference Sheet Number Drg Status MELWAY 27 1 ONSTRUTION.com.au ITY OF WYNDAM 31843R1

2 95mm RESERVE FREEWAY PROPOSED NOISE WALL ALIGNMENT 15. (NO AESS) 14.5 PRINES FREEWAY D D FS FS15.62 FS FS15.56 FS FS ANNEL TO BE REALIGNED ON SITE TO AS DIRETED BY TE VI ROADS SITE ENGINEER. ANNEL TO BE REALIGNED ON SITE TO AS DIRETED BY TE VI ROADS SITE ENGINEER. ANNEL TO BE REALIGNED ON SITE TO AS DIRETED BY TE VI ROADS SITE ENGINEER... 1IN 3. RESERVE FREEWAY RESERVE FREEWAY 1IN 3 VIROADS OPEN ANNEL VIROADS OPEN ANNEL 1m 1IN 3 1IN 3 VIROADS OPEN ANNEL 1IN3 SETION - 1m 1IN3 SETION A-A RESERVE FREEWAY ONSTRUTION ISSUE K FALL FALL 1m 1IN3 SETION B-B 1m 1IN3 SETION D-D SURFAE PROFILE SURFAE PROFILE OUTBOUND 18. Amendments App'd Date Standard Drawing RDA1 - Version FALL FALL SURFAE PROFILE SURFAE PROFILE PROPOSED NOISE WALL ALIGNMENT 2 JOYE STREET AINAGE AND LIMIT OF WORKS UPDATED K TBM'S ADDED, EASEMENTS BEIND LOTS REDUED 15mm 71mm 24mm K EDGE PAVEMENT TOP OF BANK NOISE WALL EDGE PAVEMENT VIROADS OPEN ANNEL TREES WITIN WORKS TO BE REMOVED TOE OF BANK TOE OF BANK A FS FS17.31 FS17.68 h42.46 INSTALLTEMPORARY1.5mRADIUS 2mmTIKOMPATED2mm LASS 3FRAS ARDSTAND TURNING AREA PRINES FREEWAY PRINES FS17.1 FS17.1 A h SUPPLYANDINSTALLONRETE EDGESTRIP AS SPEIFIED INLUDINGAGDRAIN FS17.55 h19.46 FUTURE STAGE FS (NO AESS) FS16.83 FS16.89 h6.96 FS LIMIT OFWORKS h42.46 EDGE PAVEMENT FREEW AY FS16.7 FS B B NOISE WALL RESENT AMBASSADOR FS FS R T17.8 FS m FS TEMPORARYBOLLARDS AROUNDTEMPORARY TURNAROUND orizontal Vertical 1:5,A FS T17. FS FS FS FS16.46 h43.65 h h FS S FS16.71 T FS h TOP OF BANK FS16.38 FS16.56 h E TOE OF BANK TOE OF BANK FS FS h FS16.62 T SUPPLYANDINSTALLONRETE EDGESTRIP AS SPEIFIED INLUDINGAGDRAIN INSTALLTEMPORARY1.5mRADIUS 2mmTIKOMPATED2mm LASS 3FRAS ARDSTAND TURNING AREA hecked h83.26 ARLEM FS FS h K. OGAN Map Reference Sheet Number Drg Status NOISE WALL 15.6 FS FS FS16.62 T17.24 FS 's h FS16.57 h FS R JOYE 's h R LIMIT OFWORKS 4 's h STREET FS17.6 IRUIT BENS ONURST FS16.21 T17.37 FS FS16.45 T16.77 FS17.4 T h TEMPORARYBOLLARDS AROUNDTEMPORARY TURNAROUND FUTURE STAGE 29 MELWAY 2 FS16.18 h FS16.39 T16.67 FS FS T FS16.33 T FS16.9 h312.92fs ONSTRUTION h h FS16.6 3A FS16.67 T16.81 AT DRAIN 's h R 1R 25 FS h com.au 's h FS16.25 h76.56 FS16.67 T16.36 h m T17.44 h FS17.4 h3.42 FS FS16.18 FS T17.42 S FS FS17. FS16.73 T16.91 h FS FS FS16.84 T17.45 FS FS17.67 h m S E FS h FS15.96 FS FS FS16.92 FS FS FS17.67 REEVES ARLEM STREET FORDAM ROAD BENSONURST FS17.15 T17.4 FS h FS16.2 FS15.9 FS16.94 h52.5 FS17.12 h h9.56 FS m h TBM FS16.9 FS TBM E h FS16.3 RL AD E N RL AD E N h FS m S.E 2 (Star Pkt) SUPPLYANDINSTALLONRETE INSTALLTEMPORARY1.5mRADIUS 2mmTIKOMPATED2mm LASS 3FRAS ARDSTAND EDGESTRIP AS SPEIFIED TURNING AREA INLUDINGAGDRAIN 8 (Star Pkt) S E 288 T FS FS16.97 's h 1.15 T17.45 FS FS17.33 T17.44 h h8.5 LIMIT OFWORKS 2841 FS FS 's h FS FS FS FS16.1 FS16.8 T16.9 h FS17.96 IRUIT h27.5 's h 's h 's h h T h61.22 FS17.13 FS FS17.5 T h FS15.97 FS15.84 h FS15.87 FS16. FS16.1 h FS16.35 h96.86 h FS15.92 FS h T FS17.33 FS FS m S.E TEMPORARYBOLLARDS AROUNDTEMPORARY TURNAROUND FS16.98 T17.5 T17.39 FS FS FS FS17.96h FS15.73 FS h FS16.56 T R 31.35R FS FS16.37 T16.62 h LIMIT OF WORKS 15.3 FS FS FS17.6 FS h FS15.67 h FS FS FS16.17 T16.53 h FS17.22 T m S E 17.6 FS FS FS18.13 FS17.7 T m S E FS FS15.74 FS FS16.12 FS15.64 T FS15.61 h FS17.5 h FS h FS FS17.7 FS FS17.1 T17.13 T h16.23 h FS FS FS16.95 T17.6 's h FS FS16.88 T FS FS FS FS16.81 T FS18.9 FS T m FS16.82 LIMIT OF WORKS FS FS16.2 h LIMIT OF WORKS 16.1 FS FS15.5 FS16.4 FS FS15.49 FS 's h 45.9 T17.21 T17.21 FS FS15.59 T FS15.56 h h FS FS15.54 T h FS16.13 h FS REMOVE ONRETE EDGE STRIP AND AG DRAIN AND NEATLY MAT TO ROADWORKS STAGE h T m SE FS R FS16.71 ARLEM FS FS16.4 FS FS ARLEM S E 's h FS16.78 FS FS16.76 REST h FS FS FS R 25R 7.55R FS T UPPER POINT OOK DETAIL PLAN FS FS FS15.23 REMOVE ONRETE EDGE STRIP AND AG DRAIN AND NEATLY MAT TO ROADWORKS FS16.56 FS15.69 T FS T FS IRUIT REST h T FS16.47 ITY OF WYNDAM STAGE 27 MELBOURNE TRUNK SEWER STAGE R T15.45 FS

3 SURFAE SURFAE L SURFAE LEFT AND RIGT BENSONURST LIMIT OF WORKS h42.46 FUTURE STAGE 3 I.P FUTURE STAGE 29 I.P LIMIT OF WORKS h L SURFAE LEFT AND RIGT BENSONURST I.P REFER TO INTERSETION ORIZONTAL URVE REFER TO INTERSETION R-1.m ORIZONTAL URVE R5.m V LENGT 7.m V.. V LENGT 2.m V.. L GRADE % % L GRADE % % % %.5 L LEFT RIGT SURFAE AINAGE BENSONURST REFER TO INTERSETION I.P I.P SURFAE L SURFAE LEFT AND RIGT I.P ARLEM IRUIT REFER TO INTERSETION I.P I.P FUTURE STAGE 29 ORIZONTAL URVE R-28.m ORIZONTAL URVE R8.m V LENGT 15.m V.. 15.m V.. 2.m V.. V LENGT 2.m V.. L GRADE.5 % % % -.5 % L GRADE.917 % % -1. % -1. % % DATUM 14.5 L LEFT RIGT SURFAE AINAGE L LEFT RIGT SURFAE AINAGE 's 's 's 's 's L LEFT RIGT SURFAE AINAGE R 's AMBASSADOR RESENT JOYE STREET LIMIT OF WORKS h I.P SURFAE L SURFAE LEFT AND RIGT BENSONURST REFER TO INTERSETION FORDAM STREET REEVES STREET hecked K. OGAN UPPER POINT OOK LONGITUDINAL SETION - AMBASSADOR RESENT, JOYE STREET,FORDAM ROAD & REEVES STREET 1 JOYE STREET LONG SETION UPDATED K ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale 1:5, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 3 Drg Status ONSTRUTION.com.au ITY OF WYNDAM R3

4 JOYE STREET STAGE 24 LIMIT OF WORKS h REEVES STREET REFER TO INTERSETION FORDAM ROAD REFER TO INTERSETION SURFAE L SURFAE REFER TO INTERSETION LEFT RIGT I.P ARLEM IRUIT REFER TO INTERSETION AMBASSADOR RESENT REFER TO INTERSETION ORIZONTAL URVE V LENGT L GRADE.5 % -.5 % -.5 %.717 % L LEFT RIGT SURFAE AINAGE L L R R L L R R L L L L R R L BENSONURST BENSONURST REFER TO INTERSETION SURFAE L SURFAE LEFT AND RIGT ELBOW REFER TO INTERSETION I.P I.P FORDAM ROAD REFER TO INTERSETION LIMIT OF WORKS h STAGE 27 ORIZONTAL URVE R1.m R11.8m R8.m V LENGT 2.m V.. 2.m V.. L GRADE -.5 % % -.5 % % DATUM 13 L LEFT RIGT SURFAE AINAGE ARLEM IRUIT hecked K. OGAN UPPER POINT OOK LONGITUDINAL SETION - BENSONURST PDE & ARLEM IRUIT ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale 1:5, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 4 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R4

5 STRUTURAL FILL FOOAT FOOAT FOOAT FOOAT ARLEM IRUIT h DATUM ARLEM IRUIT h ARLEM IRUIT h DATUM 14 ARLEM IRUIT h ARLEM IRUIT h i n 6 ARLEM IRUIT h ARLEM IRUIT h 14.5 ARLEM IRUIT h 9.56 hecked UPPER POINT OOK ROSS SETIONS - ARLEM IRUIT K. OGAN ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale V 1:1, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 5 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R5

6 STRUTURAL FILL FOOAT FOOAT 1in18 1in FOOAT FOOAT DATUM AMBASSADOR RESENT in h in ARLEM IRUIT h DATUM 14 AMBASSADOR RESENT h ARLEM IRUIT h in in AMBASSADOR RESENT h DATUM 14 ARLEM IRUIT h in in AMBASSADOR RESENT h hecked K. OGAN UPPER POINT OOK ROSS SETIONS - ARLEM IRUIT & AMBASSADOR RESENT ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale V 1:1, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 6 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R6

7 STRUTURAL FILL FOOAT FOOAT FOOAT FOOAT 1in18 1in18 1in18 1in18 DATUM FORDAM ROAD h FORDAM ROAD h in18 1in18 1in18 1in18 DATUM FORDAM ROAD 1in18 h in18 FORDAM ROAD 1in18 h in FORDAM ROAD h 14.5 FORDAM ROAD h hecked UPPER POINT OOK ROSS SETIONS - FORDAM ROAD K. OGAN ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale V 1:1, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 7 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R7

8 21.5 STRUTURAL FILL 1in15 1in in15 1in2 BENSONURST 1in15 h in in15 1in2 BENSONURST 1in15 h FOOAT SARED PAT FOOAT SARED PAT BENSONURST h BENSONURST h BENSONURST in h in in BENSONURST h BENSONURST h hecked UPPER POINT OOK ROSS SETIONS - BENSONURST K. OGAN ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale V 1:1, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 8 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R8

9 STRUTURAL FILL in18 1in FOOAT FOOAT 1in18 1in FOOAT FOOAT JOYE STREET h REEVES STREET h in18 1in18 1in18 1in JOYE STREET h REEVES STREET h hecked K. OGAN UPPER POINT OOK ROSS SETIONS - JOYE STREET & REEVES STREET 1 JOYE STREET ROSS SETIONS UPDATED K ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale V 1:1, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 9 Drg Status ONSTRUTION.com.au ITY OF WYNDAM R9

10 D D4 D2 D D FORDAM 's h ROAD FS FS h LIP AINAGE A2 A1 A3 A5 A4 I.P I.P m V % 1.53 %.77 % 2.3 % 2.3 % LIP AINAGE B1 B4 I.P I.P B3 B5 8.63m V % -2.3 % -2.9 % % -.5 % BENSONURST B T17.5 T FS ALIGNMENT A LIP LINE A or25 ALIGNMENT B LIP LINE B or h FS16.92 T B4 T17.45 FS FS17.33 T17.44 B3 35 REEVES B STREET 's h A5 36 FS T T17.39 FS17.21 A A2 A A1 POINT NO EASTING NORTING RL A / / / A A / / / A / / / A URVE RADIUS AR L ORD MID ORD QTR ORD A1-A A3-A A4-A POINT NO EASTING NORTING RL B / / / / / / B B / / / B URVE RADIUS AR L ORD MID ORD QTR ORD B B B4-B T.P. X1 1/4 Radius Qtr. Ord. 1/2 Mid. Ord. ORD 3/4 X2 T.P. 1 I.P I.P D1 D2 D3 I.P D4 I.P D5 KERB RETURN SETOUT DETAIL 8.63m V m V % -.5 % % %.5 %.5 % 2.31 % 2.59 %.5 %.5 %.75 LIP AINAGE LIP AINAGE LINEMARKING LIP LINE or25 LIP LINE D or LINEMARKING.7R 1.3R TYPIAL KERB INDENT DETAIL ALIGNMENT POINT NO EASTING NORTING RL / / / / / / / / / ALIGNMENT D POINT NO EASTING NORTING RL D / / / D D / / / D / / / D URVE RADIUS AR L ORD MID ORD QTR ORD URVE RADIUS AR L ORD MID ORD QTR ORD D1-D D3-D D4-D hecked K. OGAN UPPER POINT OOK INTERSETION SEET 1 OF 3 ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale V 1:1, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 1 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R1

11 J FS FS FS ARLEM 16.2 IRUIT G1 G2 I.P m V.. G3 I.P G4 G5 G6 I.P J2 1m V.. J3 J4 I.P m V.. I.P m V.. J FS J1 RESENT AMBASSADOR J R T17.8 FS T.P. J T17. FS X / J Radius Qtr. Ord / FS16.71 T17.4 Mid. Ord. ORD / X2 J5 BENSONURST FS16.62 T.P T17.25 G G G3 G4 G FS16.56 G FS LIP AINAGE.5 %.5 %.98 % % -.72 % LIP LINE G or25 ALIGNMENT G POINT NO EASTING NORTING RL G G / / / G / / / G G / / / G URVE RADIUS AR L ORD MID ORD QTR ORD G2-G G3-G G5-G LIP AINAGE % % -.87 % % -.78 % -.5 % ALIGNMENT J POINT NO EASTING NORTING RL J J / / / J J / / / J URVE RADIUS AR L ORD MID ORD QTR ORD J2-J J4-J LIP LINE J or LIP AINAGE I.P m V...72 % 2.48 % 1.98 % 1.59 % 1.59 % I.P F5 F4 KERB RETURN SETOUT DETAIL 16.4 F3 F FS16.67 T16.81 BENSONURST FS16.73 T16.91 E LIP AINAGE F1 F2 F4 I.P I.P m V % % -2.8 % % -.5 % LIP LINE F or25 F3 F LIP AINAGE E1 E3 E2 E5 E4 I.P I.P m V % 1.53 %.76 % 2.62 % 2.62 % LIP LINE E or LIP LINE or25 ALIGNMENT POINT NO EASTING NORTING RL / / / / / / / / / URVE RADIUS AR L ORD MID ORD QTR ORD T17.37 FS FS17.4 T JOYE F STREET 's h E5 2 T17.44 FS17.4 T17.42 FS E3 E2 25 E FS16.84 T ALIGNMENT F POINT NO EASTING NORTING RL F / / / F / / / F F / / / F ALIGNMENT E POINT NO EASTING NORTING RL E / / / E E / / / E / / / E LINEMARKING LINEMARKING.7R 1.3R URVE RADIUS AR L ORD MID ORD QTR ORD F1-F F2-F F4-F URVE RADIUS AR L ORD MID ORD QTR ORD E1-E E3-E E4-E TYPIAL KERB INDENT DETAIL hecked K. OGAN UPPER POINT OOK INTERSETION SEET 2 OF 3 ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale V 1:1, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 11 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R11

12 h h h18.66 FS FS FS FS FS FS L1 L2 's h ARLEM K2 1R L4 L3 K1 1R FS 's h FS IRUIT 15.7 T.P. X1 1/4 Radius Qtr. Ord. 1/2 Mid. Ord. ORD X2 KERB RETURN SETOUT DETAIL 3/4 T.P FS ARLEM M2 284 FS M 's h ROAD N2 FORDAM FS N1 28 IRUIT FS K1 I.P I.P K2 L1 L2 L3 L4 M1 I.P I.P M2 N1 I.P I.P N2 4.84m V m V m V m V m V...5 %.5 % 1.17 %.5 %.5 % -.5 % -.49 % -.5 % -.5 % -.5 % -.77 % -.5 %.5 %.5 %.5 % 2.56 %.5 %.5 % DATUM DATUM LIP AINAGE LIP AINAGE LIP AINAGE LIP AINAGE LIP LINE K LIP LINE L LIP LINE M LIP LINE N or25 or25 or25 or25 ALIGNMENT K ALIGNMENT L ALIGNMENT M ALIGNMENT N POINT NO EASTING NORTING RL K / / / K URVE RADIUS AR L ORD MID ORD QTR ORD K1-K POINT NO EASTING NORTING RL L L / / / L L URVE RADIUS AR L ORD MID ORD QTR ORD L2-L POINT NO EASTING NORTING RL M / / / M URVE RADIUS AR L ORD MID ORD QTR ORD M1-M POINT NO EASTING NORTING RL N / / / N URVE RADIUS AR L ORD MID ORD QTR ORD N1-N hecked K. OGAN UPPER POINT OOK INTERSETION SEET 3 OF 3 ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale V 1:1, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 12 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R12

13 RUSED ROK BAKFILL NOTE: TV FOOTAGE IS TO BE PROVIDED TO W FOR REVIEW FOR ALL LASS 4 RP PIPES WIT TE ROAD RESERVE. TV SALL BE UNDERTAKEN AFTER BAKFILLING AND PAVEMENT WORK. TV REQUIRED AT ALL ROAD ROSSINGS A BENSONURST ARLEM IRUIT BENSONURST SURFAE FINISED SURFAE SURFAE 5Y GL FINISED SURFAE 5Y GL 15mm IL ONNET TO ENDPIPE 15mm IL Pipe Diameter Pipe Grade Vf (m/s) Qa(m3/s) Qf (m3/s) LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 1 in 175 Vf=1.834 Qa=.461 Qf= in 29 Vf=1.679 Qa=.439 Qf= in 169 Vf=1.87 Qa=.422 Qf= in 219 Vf=1.639 Qa=.426 Qf=.463 DATUM R.L in 267 Vf=1.485 Qa=.416 Qf=.42 1 in 23 Vf=1.6 Qa=.43 Qf=2 1 in 21 Vf=1.712 Qa=.397 Qf= in 46 Vf=2.32 Qa=.13 Qf= in 132 Vf=1.362 Qa=.96 Qf=.96 1 in 82 Vf=1.741 Qa=.89 Qf= in 55 Vf=2.129 Qa=.76 Qf=.15 1 in 213 Vf=1.531 Qa=.292 Qf= in 232 Vf=1.465 Qa=.295 Qf= in 148 Vf=1.67 Qa=.237 Qf=.266 DEPT TO INVERT INVERT LEVEL YDRAULI GRADE LEVEL FINISED AINAGE L=56.19m L=45.95m L=6.751m L=15.35m L=34.65m L=11.493m L=38.186m L=11.526m L=1.6m L=9.782m L=41.51m L=8.5m L=13.915m L=11.84m hecked K. OGAN UPPER POINT OOK DRAINAGE LONGITUDINAL SETIONS SEET 1 OF 4 ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale V 1:1, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 13 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R13

14 RUSED ROK BAKFILL NOTE: TV FOOTAGE IS TO BE PROVIDED TO W FOR REVIEW FOR ALL LASS 4 RP PIPES WIT TE ROAD RESERVE. TV SALL BE UNDERTAKEN AFTER BAKFILLING AND PAVEMENT WORK. TV REQUIRED AT ALL ROAD ROSSINGS SURFAE FINISED SURFAE JEAN STREET SURFAE BENSONURST 5Y GL FINISED SURFAE 5Y GL 15mm IL 15.9 Pipe Diameter Pipe Grade Vf (m/s) Qa(m3/s) Qf (m3/s) LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 1 in 81 Vf=1.747 Qa=.99 Qf=.123 DATUM R.L in 36 Vf=2.616 Qa=.89 Qf= in 59 Vf=2.54 Qa=.86 Qf= in 72 Vf=1.85 Qa=.13 Qf= in 42 Vf=2.421 Qa=.126 Qf= in 57 Vf=2.91 Qa=.55 Qf= in 54 Vf=2.144 Qa=.49 Qf= in 55 Vf=2.119 Qa=.68 Qf= in 138 Vf=1.333 Qa=.48 Qf=.94 1 in 65 Vf=1.957 Qa=.22 Qf= in 19 Vf=1.53 Qa=.27 Qf=.16 1 in 177 Vf=1.176 Qa=.6 Qf=.83 DEPT TO INVERT INVERT LEVEL YDRAULI GRADE LEVEL FINISED AINAGE L=24.287m L=12.75m L=31.71m L=12.287m L=12.75m L=8.5m L=24.25m L=24.25m L=38.722m L=14.222m L=12.567m L=3.943m hecked K. OGAN UPPER POINT OOK DRAINAGE LONGITUDINAL SETIONS SEET 2 OF 4 ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale V 1:1, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 14 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R14

15 RUSED ROK BAKFILL NOTE: TV FOOTAGE IS TO BE PROVIDED TO W FOR REVIEW FOR ALL LASS 4 RP PIPES WIT TE ROAD RESERVE. TV SALL BE UNDERTAKEN AFTER BAKFILLING AND PAVEMENT WORK. TV REQUIRED AT ALL ROAD ROSSINGS BENSONURST REEVES STREET BENSONURST SURFAE FINISED SURFAE 5Y GL ONNET TO ENDPIPE 15mm IL mm IL Pipe Diameter Pipe Grade Vf (m/s) Qa(m3/s) Qf (m3/s) LASS 2 LASS 2 LASS 2 LASS 3 LASS 2 LASS 2 LASS 2 LASS 2 LASS 3 LASS 3 LASS 2 LASS 2 LASS 3 1 in 118 Vf=2.55 Qa=.292 Qf= in 15 Vf=1.984 Qa=.217 Qf= in 168 Vf=1.563 Qa=.24 Qf= in 25 Vf=1.413 Qa=.25 Qf= in 144 Vf=1.58 Qa=.149 Qf=.167 DATUM R.L in 175 Vf=1.366 Qa=.127 Qf= in 199 Vf=1.28 Qa=.12 Qf= in 59 Vf=2.49 Qa=.89 Qf= in 34 Vf=2.73 Qa=.45 Qf= in 128 Vf=1.388 Qa=.41 Qf=.98 1 in 64 Vf=1.969 Qa=.39 Qf= in 11 Vf=1.498 Qa=.2 Qf=.16 1 in 115 Vf=1.463 Qa=.16 Qf=.13 DEPT TO INVERT INVERT LEVEL YDRAULI GRADE LEVEL FINISED AINAGE L=29.65m L=11.526m L=36.994m L=8.214m L=43.84m L=4.174m L=13.915m L=17.695m L=8.5m L=24.25m L=24.25m L=16.472m L=12.655m hecked K. OGAN UPPER POINT OOK DRAINAGE LONGITUDINAL SETIONS SEET 3 OF 4 ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale V 1:1, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 15 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R15

16 RUSED ROK BAKFILL NOTE: TV FOOTAGE IS TO BE PROVIDED TO W FOR REVIEW FOR ALL LASS 4 RP PIPES WIT TE ROAD RESERVE. TV SALL BE UNDERTAKEN AFTER BAKFILLING AND PAVEMENT WORK. TV REQUIRED AT ALL ROAD ROSSINGS FORDAM ROAD FORDAM ROAD FORDAM ROAD SURFAE FINISED SURFAE 5Y GL Pipe Diameter Pipe Grade Vf (m/s) Qa(m3/s) Qf (m3/s) 1 in 11 Vf=1.498 Qa=.4 Qf=.16 1 in 1 Vf=1.573 Qa=.28 Qf=.111 DATUM R.L in 17 Vf=1.21 Qa=.15 Qf=.85 1 in 93 Vf=1.629 Qa=.1 Qf= in 165 Vf=1.218 Qa=.6 Qf=.86 1 in 182 Vf=1.159 Qa=.52 Qf=.82 1 in 192 Vf=1.129 Qa=.38 Qf=.8 1 in 24 Vf=1.96 Qa=.35 Qf=.77 1 in 168 Vf=1.21 Qa=.12 Qf=.86 DEPT TO INVERT INVERT LEVEL YDRAULI GRADE LEVEL FINISED AINAGE mm IL LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS 2 LASS L=1.976m L=44.864m L=8.5m L=18.6m L=24.8m L=41.947m L=9.61m L=42.783m L=23.454m hecked K. OGAN UPPER POINT OOK DRAINAGE LONGITUDINAL SETIONS SEET 4 OF 4 ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale V 1:1, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 16 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R16

17 hecked UPPER POINT OOK DRAINAGE PIT SEDULE K. OGAN ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version Scale V 1:1, V 1:5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 17 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R17

18 ARLEM IRUIT S JEAN S1 S2 S3 LEGEND ROAD LOSED G9-2 D4-5 STREET NAME PLATES TO BE IN AORDANE WIT W SD812, INLUDOING "NO TROUG ROAD" NOMINATION WERE APPLIAE IRUIT ARLEM 2723 S4 NOTE: R1-2A TGSI KERB RAMP TGSI DIRETIONAL 1-WAY RRPM (5m SPAING) STREET SIGNS ARE TO BE MOUNTED ON LIGT POLES, WIT A OUNIL APPROVED BRAKET, IN LIEU OF SIGN POLES WERE TE TWO POLES ARE IN LOSE PROXIMITY AND WERE TE STREET SIGN WOULD NOT BE OMPROMISED IN ITS PURPOSE BY TE RELOATION IRUIT S3 S3 S4 ARLEM FORDAM ROAD STAGE IRUIT RESENT BENSONURST S4 S AMBASSADOR STREET S3 S4 S4 S3 BENSONURST ARLEM S1&S2 FUTURE STAGE 3 JOYE STREET S1&S FUTURE STAGE 29 S1&S2 REEVES STAGE hecked K. OGAN UPPER POINT OOK SIGNAGE & LINEMARKING PLAN ONSTRUTION ISSUE K Amendments App'd Date Standard Drawing RDA1 - Version :5,A1 orizontal Vertical Map Reference MELWAY 27 Sheet Number 18 Drg Status ONSTRUTION.com.au ITY OF WYNDAM 31843R18