THE MILLSTONE STAGE 4 CUSTODIAN TOOLERN ......30-04-18 26-09.18 04-04-19 469 La Trobe Street PO Box 16084 Melbourne Victoria 8007 Australia T 61 3 9993 7888 CUSTODIAN TOOLERN SYNDICATE
1. TELECOMMUNICATIONS AND ELECTRICITY CABLES TO BE CONSTRUCTED IN A COMMON TRENCH IN ACCORDANCE WITH ELECTRICITY AUTHORITY STANDARD DRG's.
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2. GAS AND WATER MAINS TO BE CONSTRUCTED IN A COMMON TRENCH.
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3. * = OFFSET FROM BACK OF KERB
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GAS
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SIDE
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OFFSET
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E
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1.80
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POTABLE
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WATER
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SIDE
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OFFSET
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E
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2.40
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ELECTRICITY
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POLE
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U/G CABLE
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SIDE
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OFFSET
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SIDE
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OFFSET
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E
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1.00x
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E
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4.00
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NBN
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(TELECOM)
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SIDE
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OFFSET
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E
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3.10
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TREES
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SIDE
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OFFSET
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E&W
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1.00x
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SELBOURNE STREET (EAST-WEST)
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N
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1.80
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N
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2.40
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S
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1.00x
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S
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2.40
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S
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1.80
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N&S
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1.00x
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SELBOURNE STREET (NORTH-SOUTH)
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E
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1.80
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E
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2.40
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W
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1.00x
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W
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2.50
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W
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1.80
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E&W
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1.00x
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OCTAVIA PLACE (FUTURE)
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W
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4.10
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W
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3.50
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W
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1.00x
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W
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2.50
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W
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1.80
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E&W
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1.00x
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LEGEND
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DESCRIPTION
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EXISTING
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PROPOSED
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WATER MAIN, VALVE AND HYDRANT
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UNDERGROUND ELECTRICITY
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TELSTRA & SERVICE PIT
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OPTIC FIBRE
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GAS MAIN
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BRANCH SEWER & MANHOLE
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SEWER & MANHOLE
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SEWER RISING MAIN
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CENTRAL INVERT
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COUNCIL STORMWATER DRAIN & PIT
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STORMWATER DRAINAGE PROPERTY INLETS
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COUNCIL STORMWATER PITS
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HOUSE DRAIN
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AG DRAIN AND FLUSHER
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MWC STORMWATER DRAIN & PIT
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MWC STORMWATER PITS
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STORMWATER DRAINAGE PIT NUMBER
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H
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H
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1
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1
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GAS & WATER CONDUITS
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CONCRETE VEHICLE CROSSING
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SURFACE CONTOUR MINOR
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SURFACE CONTOUR MAJOR
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SURFACE LEVEL
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BATTER LEVEL (TOP / TOE)
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EARTHWORKS GRADE
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SIGN AND POST
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LIGHT & POLE (BY OTHERS)
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STREET SIGN
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PERMANENT SURVEY MARK
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TEMPORARY BENCH MARK
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ROAD CHAINAGES
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LOT CHAINAGE
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SETOUT POINT
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LIMIT OF WORKS
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BATTER
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EXCAVATION GREATER THAN 0.20m
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FILLING GREATER THAN 0.20m
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FILL EXTENTS
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ROCK BEACHING
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RETAINING WALL - CONCRETE
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FENCE - VEHICLE EXCLUSION
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FENCES
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TREE TO BE REMOVED
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VEGETATION LINE
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GW
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GW
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168.90
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168.90
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169.00
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169.00
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E123.45
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F124.68
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T124.80
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T124.80
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1 in 150
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(L/R)TP CH116.57
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CH116.57
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(L/R)TP CH116.57
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CH116.57
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CH20.06
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CH20.06
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A2
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WARNING
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BEWARE OF UNDERGROUND/OVERHEAD SERVICES
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THE LOCATION OF SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.SPECIAL CONSIDERATION SHOULD BE GIVEN TO CONSTRUCTION PROCEDURES UNDER OVERHEAD ELECTRICITY TRANSMISSION LINES.
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%%ULOCALITY PLAN
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SCALE: NOT TO SCALE NOT TO SCALE MELWAY: 7 E6: 7 E67 E6
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COPYRIGHT MELWAY PUBLISHING PTY LTD REPRODUCED WITH PERMISSION
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file name 301305CR100.dwg layout name CR100 plotted by Clara Mulholland
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file location G:\30\301305\Civil\ACAD plot date 12/04/2019 9:48 AM Sheet 1 of 13 Sheets
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1. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM AND ALL COORDINATES ARE TO MAP ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM AND ALL COORDINATES ARE TO MAP GRID OF AUSTRALIA (MGA) ZONE 55. 2. ALL EXISTING SURFACE LEVELS SHOWN ON THE ENGINEERING DRAWINGS HAVE BEEN ALL EXISTING SURFACE LEVELS SHOWN ON THE ENGINEERING DRAWINGS HAVE BEEN INTERPOLATED FROM A DIGITAL TERRAIN MODEL. THESE LEVELS HAVE BEEN USED AS THE BASIS FOR ALL ENGINEERING DESIGN AND DETERMINATION OF QUANTITIES AND ARE ACCURATE TO WITHIN ±0.05m. 3. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH AS2124-1992 GENERAL ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH AS2124-1992 GENERAL CONDITIONS OF CONTRACT, THE ROAD & DRAINAGE SPECIFICATION, APPROVED MUNICIPALITY SPECIFICATIONS AND STANDARD DRAWINGS AND TO THE SATISFACTION OF THE SUPERINTENDENT AND THE MUNICIPAL ENGINEER OR HIS REPRESENTATIVE. 4. ROAD CHAINAGES REFER TO ROAD CENTRELINES. CHAINAGES FOR INTERSECTIONS AND ROAD CHAINAGES REFER TO ROAD CENTRELINES. CHAINAGES FOR INTERSECTIONS AND CUL-DE-SACS REFER TO THE LIP OF KERB 5. THE LOCATION OF EXISTING SERVICES SHOULD BE DETERMINED BY THE CONTRACTOR THE LOCATION OF EXISTING SERVICES SHOULD BE DETERMINED BY THE CONTRACTOR PRIOR TO COMMENCING ANY EXCAVATION BY CONTACTING ALL LOCAL SERVICE AUTHORITIES. ANY EXISTING SERVICES SHOWN ON THESE DRAWINGS ARE OFFERED AS A GUIDE ONLY AND ARE NOT GUARANTEED AS CORRECT. 6. WHERE REQUIRED ANY BUILDINGS, TROUGHS, FENCES AND OTHER STRUCTURES ON SITE WHERE REQUIRED ANY BUILDINGS, TROUGHS, FENCES AND OTHER STRUCTURES ON SITE ARE TO BE REMOVED AS DIRECTED BY THE ENGINEER. THE COST OF REMOVAL IS TO BE INCLUDED IN THE OVERALL EARTHWORKS FIGURE UNLESS A SPECIFIC ITEM FOR REMOVAL IS DENOTED IN THE SCHEDULE. 7. ALL EXCAVATED ROCK AND SURPLUS SPOIL TO BE REMOVED AND DISPOSED OFF SITE ALL EXCAVATED ROCK AND SURPLUS SPOIL TO BE REMOVED AND DISPOSED OFF SITE UNLESS NOTED OTHERWISE. 8. ALL FILLING ON LOTS AND WITHIN ROAD RESERVES GREATER THAN 200mm IS TO BE ALL FILLING ON LOTS AND WITHIN ROAD RESERVES GREATER THAN 200mm IS TO BE UNDERTAKEN USING LEVEL 1 SUPERVISION AND BE COMPLETED IN ACCORDANCE WITH AS 3798-2007. FILL AREAS ARE TO BE STRIPPED OF TOPSOIL, FILLED AND REPLACED WITH TOPSOIL (WHERE REQUIRED) TO OBTAIN THE FINAL LEVELS SHOWN ON THE DRAWINGS. 9. FILLING MATERIAL IS TO BE IN ACCORDANCE WITH THE SPECIFICATION, AS 3798-2007 & FILLING MATERIAL IS TO BE IN ACCORDANCE WITH THE SPECIFICATION, AS 3798-2007 & TO THE SATISFACTION OF COUNCIL AND THE SUPERINTENDENT. 10. ALL BATTERS SHALL BE 1 IN 6, UNLESS OTHERWISE SHOWN. ALL BATTERS SHALL BE 1 IN 6, UNLESS OTHERWISE SHOWN. 11. NO FILL OR STOCKPILING OF MATERIAL IS TO BE PLACED ON ANY RESERVE FOR PUBLIC NO FILL OR STOCKPILING OF MATERIAL IS TO BE PLACED ON ANY RESERVE FOR PUBLIC OPEN SPACE UNLESS OTHERWISE DIRECTED OR APPROVED BY THE SUPERINTENDENT. 12. TBM'S TO BE RE-ESTABLISHED BY THE LICENSED SURVEYOR IF FOUND TO BE MISSING AT TBM'S TO BE RE-ESTABLISHED BY THE LICENSED SURVEYOR IF FOUND TO BE MISSING AT THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR CARE AND MAINTENANCE OF T.B.M.'S THEREAFTER. 13. AT LEAST 3 DAYS PRIOR TO COMMENCING WORK ON EXCAVATIONS IN EXCESS OF 1.50m AT LEAST 3 DAYS PRIOR TO COMMENCING WORK ON EXCAVATIONS IN EXCESS OF 1.50m DEEP, A NOTIFICATION FORM MUST BE SENT TO WORKSAFE. THE CONTRACTOR IS TO COMPLY WITH WORKSAFE, THE MINES (TRENCHES) REGULATION 1982, THE MINES ACT 1958 AND OCCUPATIONAL HEALTH AND SAFETY ACT 1985, 2004. 14. ALL SERVICE TRENCHES UNDER DRIVEWAYS, FOOTPATHS AND PARKING BAYS TO BE ALL SERVICE TRENCHES UNDER DRIVEWAYS, FOOTPATHS AND PARKING BAYS TO BE BACKFILLED WITH CLASS 2 CRUSHED ROCK. SERVICE TRENCHES LESS THAN 750mm BEHIND KERB AND CHANNEL OR PAVED TRAFFIC AREAS ARE ALSO TO BE BACKFILLED WITH COMPACTED CLASS 2 CRUSHED ROCK. 15. WHERE REQUIRED, ALL EXISTING DAMS, DEPRESSIONS AND DRAINS ARE TO BE WHERE REQUIRED, ALL EXISTING DAMS, DEPRESSIONS AND DRAINS ARE TO BE BREACHED, DRAINED, DESLUDGED AND SHALL BE EXCAVATED TO A CLEAN FIRM BASE. THE SURFACE SHALL BE INSPECTED, APPROVED AND LEVELED BY THE ENGINEER PRIOR TO COMMENCEMENT OF FILLING. THE FILL SHALL BE APPROVED SELECTED ON SITE MATERIAL OR APPROVED IMPORTED MATERIAL. THE FILL SHALL BE PLACED UNDER CONTROLLED MOISTURE CONDITIONS IN ACCORDANCE WITH THE SPECIFICATION 16. NO BLASTING TO BE CARRIED OUT WITHIN THE MUNICIPALITY WITHOUT OBTAINING NO BLASTING TO BE CARRIED OUT WITHIN THE MUNICIPALITY WITHOUT OBTAINING COUNCILS PERMISSION. 17. GAS AND WATER CONDUITS ARE TO BE , GAS AND WATER CONDUITS ARE TO BE , Ø50mm . CLASS 12 P.V.C. - SINGLE SERVICE Ø100mm . CLASS 12 P.V.C. - DUAL SERVICE (DRINKING AND NON DRINKING WATER) WITH THE FOLLOWING MINIMUM COVER TO FINISHED SURFACE LEVELS: ROAD PAVEMENT - 0.80m - 0.80m VERGE, FOOTPATHS - 0.45m - 0.45m 18. ALL SERVICE CONDUIT TRENCHES UNDER ROAD PAVEMENTS TO BE BACKFILLED IN ALL SERVICE CONDUIT TRENCHES UNDER ROAD PAVEMENTS TO BE BACKFILLED IN ACCORDANCE WITH RELEVANT MUNICIPALITY OR ROAD AUTHORITY SPECIFICATION. 19. AG/SUBSOIL DRAIN TO BE LAID BEHIND KERB WHERE REQUIRED IN ACCORDANCE WITH AG/SUBSOIL DRAIN TO BE LAID BEHIND KERB WHERE REQUIRED IN ACCORDANCE WITH THE COUNCIL STANDARD DRAWINGS AND CONNECTED TO UNDERGROUND DRAINAGE. 20. ALL STORMWATER DRAINS ARE TO BE CLASS '2' R.C. PIPES UNLESS OTHERWISE SHOWN. ALL STORMWATER DRAINS ARE TO BE CLASS '2' R.C. PIPES UNLESS OTHERWISE SHOWN. ALL R.C. JOINTS ARE TO BE RUBBER RING JOINTED (R.R.J.). 21. CENTRELINES OF ALL EASEMENT DRAINS ARE OFFSET 1.0m OR 2.2m (WHERE OUTSIDE OF CENTRELINES OF ALL EASEMENT DRAINS ARE OFFSET 1.0m OR 2.2m (WHERE OUTSIDE OF SEWER) FROM THE PROPERTY LINE UNLESS SHOWN OTHERWISE. 22. WHERE CURVED PIPE ALIGNMENTS ARE SHOWN ON THE FACE PLANS THEY ARE TO BE WHERE CURVED PIPE ALIGNMENTS ARE SHOWN ON THE FACE PLANS THEY ARE TO BE LAID PARALLEL TO THE BACK OF KERB, EXCEPT WHERE A RADIUS HAS BEEN SPECIFICALLY NOMINATED. CURVED PIPES ARE TO BE APPROVED BY COUNCIL AND IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 23. WATER TAPPINGS TO BE LOCATED IN CENTRE OF ALLOTMENTS UNLESS OTHERWISE WATER TAPPINGS TO BE LOCATED IN CENTRE OF ALLOTMENTS UNLESS OTHERWISE SHOWN. 24. TELSTRA IS TO BE NOTIFIED 7 DAYS PRIOR TO PLACEMENT OF CONCRETE WORKS. TELSTRA IS TO BE NOTIFIED 7 DAYS PRIOR TO PLACEMENT OF CONCRETE WORKS. 25. PAVEMENT DEPTHS MAY BE MODIFIED AS DIRECTED BY THE SUPERINTENDENT. PAVEMENT DEPTHS MAY BE MODIFIED AS DIRECTED BY THE SUPERINTENDENT. PAVEMENT TO BE BOXED OUT TO MINIMUM DEPTH DENOTED, INSPECTED AND IF SUBGRADE IS IN QUESTION, FURTHER TESTING CARRIED OUT TO DETERMINE FINAL PAVEMENT DEPTH. 26. WHERE PAVEMENT IS CONSTRUCTED ON FILLING, FILL MATERIAL IS TO BE APPROVED BY WHERE PAVEMENT IS CONSTRUCTED ON FILLING, FILL MATERIAL IS TO BE APPROVED BY THE SUPERINTENDENT AND COUNCIL. FILLING TO BE CONSTRUCTED IN LAYERS 150mm THICK WITH COMPACTION ACHIEVING 95% AUSTRALIAN STANDARD DENSITY. 27. WHEN PAVEMENT EXCAVATION IS IN ROCK, ALL LOOSE MATERIAL (INCLUDING ROCKS AND WHEN PAVEMENT EXCAVATION IS IN ROCK, ALL LOOSE MATERIAL (INCLUDING ROCKS AND CLAY) MUST BE REMOVED. THE SUB-GRADE MUST THEN BE REGULATED WITH COUNCIL APPROVED MATERIAL. 28. LINEMARKING AND SIGNAGE TO BE INSTALLED IN ACCORDANCE WITH AS 1742 SERIES LINEMARKING AND SIGNAGE TO BE INSTALLED IN ACCORDANCE WITH AS 1742 SERIES UNLESS NOTED OTHERWISE. STREET SIGNS ARE TO BE INSTALLED IN ACCORDANCE WITH COUNCIL STANDARDS. 29. ALL TEMPORARY WARNING SIGNS USED DURING CONSTRUCTION SHALL BE SUPPLIED AND ALL TEMPORARY WARNING SIGNS USED DURING CONSTRUCTION SHALL BE SUPPLIED AND MAINTAINED IN ACCORDANCE WITH AS 1742-3. 30. TACTILE GROUND SURFACE INDICATORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE TACTILE GROUND SURFACE INDICATORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE DISABILITY DISCRIMINATION ACT AND COUNCIL STANDARD DRAWINGS (MSC 202). 31. CONTRACTOR TO PROVIDE AN ENVIRONMENTAL MANAGEMENT PLAN INCLUDING SILT AND CONTRACTOR TO PROVIDE AN ENVIRONMENTAL MANAGEMENT PLAN INCLUDING SILT AND SEDIMENT RUNOFF PROTECTION ETC. PRIOR TO THE COMMENCEMENT OF WORKS. 32. ALL TREES AND SHRUBS ARE TO BE RETAINED UNLESS OTHERWISE SHOWN. IF ROAD AND ALL TREES AND SHRUBS ARE TO BE RETAINED UNLESS OTHERWISE SHOWN. IF ROAD AND DRAINAGE CONSTRUCTION NECESSITATES THEIR REMOVAL, WRITTEN PERMISSION MUST BE OBTAINED FROM THE SUPERINTENDENT. 33. TREES NOT SPECIFIED FOR REMOVAL ARE TO BE PROTECTED WITH APPROPRIATE TREES NOT SPECIFIED FOR REMOVAL ARE TO BE PROTECTED WITH APPROPRIATE EXCLUSION FENCING PRIOR TO COMMENCEMENT OF ANY WORKS. 34. THE CONTRACTOR IS REQUIRED TO OBTAIN A 'PERMIT TO WORK' FROM MELBOURNE THE CONTRACTOR IS REQUIRED TO OBTAIN A 'PERMIT TO WORK' FROM MELBOURNE WATER'S SURVEILLANCE OFFICER AT THE PRE-COMMENCEMENT MEETING. THE CONTRACTOR IS REQUIRED TO ENSURE THAT THE 'PERMIT TO WORK' IS KEPT UP TO DATE FOR THE DURATION OF THE CONTRACT. 35. NATURE STRIPS AND ALL AREAS OF CUT OUTSIDE ROAD RESERVE TO BE SURFACE WITH NATURE STRIPS AND ALL AREAS OF CUT OUTSIDE ROAD RESERVE TO BE SURFACE WITH 100mm MIN COMPACTED LAYER OF TOPSOIL. 36. ALLOTMENTS AND RESERVES TO BE SMOOTHED GRADED AND SHAPED TO AN EVEN ALLOTMENTS AND RESERVES TO BE SMOOTHED GRADED AND SHAPED TO AN EVEN SURFACE. 37. 600mm COVER TO BE PROVIDED OVER PROPERTY INLET POINT CONNECTIONS. 600mm COVER TO BE PROVIDED OVER PROPERTY INLET POINT CONNECTIONS. 38. THE CONTRACTOR SHALL, TO THE SATISFACTION OF THE ENGINEER AND THE MUNICIPAL THE CONTRACTOR SHALL, TO THE SATISFACTION OF THE ENGINEER AND THE MUNICIPAL ENGINEER, PROVIDE AND MAINTAIN ALL NECESSARY WARNING SIGNAGE, LIGHTING AND BARRICADING TO COMPLY WITH THE REQUIREMENTS OF THE ROAD TRAFFIC REGULATIONS ACT. 39. THE RELATIVE COMPACTION OF CRUSHED ROCK FOR PAVEMENTS SHALL BE COMPLETED THE RELATIVE COMPACTION OF CRUSHED ROCK FOR PAVEMENTS SHALL BE COMPLETED TO ACHIEVE THE FOLLOWING STANDARDS OF MODIFIED COMPACTION WITH MINIMUM DENSITY RATIO OF: 39.1. 98% FOR BASE COURSE 98% FOR BASE COURSE 39.2. 97% FOR SUB BASE 97% FOR SUB BASE 40. PIPE TRENCHES WITHIN THE ROAD RESERVE MUST BE BACKFILLED WITH 20mm CLASS 3 PIPE TRENCHES WITHIN THE ROAD RESERVE MUST BE BACKFILLED WITH 20mm CLASS 3 CRUSHED AND COMPACTED TO A DRY DENSITY NOT LESS THAN 97% OF THE MAXIMUM FOUND IN THE STANDARD COMPACTION TEST FOR THE FOLLOWING: 40.1. BENEATH THE ROAD PAVEMENT OR DRIVEWAY CROSSOVER TO THE UNDERSIDE OF BENEATH THE ROAD PAVEMENT OR DRIVEWAY CROSSOVER TO THE UNDERSIDE OF THE PAVEMENT OR CROSSOVER. 40.2. ADJACENT TO KERBING OR CONCRETE WORKS TO A LEVEL THAT IS NOT AFFECTED ADJACENT TO KERBING OR CONCRETE WORKS TO A LEVEL THAT IS NOT AFFECTED BY A 45° ANGLE OF REPOSE FROM THE NEAR LOWER EDGE.
This document is produced by Spiire Australia Pty Ltd solely for the
benefit of and use by the client in accordance with the terms of the
retainer. Spiire Australia Pty Ltd does not and shall not assume any
responsibility or liability whatsoever to any third party arising out of
any use or reliance by third party on the content of this document. CONSTRUCTION0
THE MILLSTONE
STAGE 4
MELTON CITY COUNCIL
PAVEMENT AND TYPICAL DETAILS
----
301305CR700
C MULHOLLAND B.IBBS
J PRENTICE 20-12-18
A
B
0
ISSUED FOR APPROVAL -- 23-11-17
PAVEMENT LAYER DESCRIPTIONS REVISED
ISSUED FOR CONSTRUCTION
MZ
MZ
26-09-18
04-04-19
469 La Trobe Street PO Box 16084 Melbourne
Victoria 8007 Australia T 61 3 9993 7888
CUSTODIAN TOOLERN SYNDICATE LTD
≥ ≤ ≤
≥ Y
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file name 301305CR700.dwg layout name CR700 plotted by Clara Mulholland
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file location G:\30\301305\Civil\ACAD plot date 12/04/2019 9:50 AM Sheet 12 of 13 Sheets
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NOTE: 1. PERMANENT STRUCTURES SHALL NOT BE CONSTRUCTED BEHIND (HIGH SIDE) OF RETAINING WALLS WITHIN A DISTANCE OF 2x 'H' (HEIGHT OF WALLS) UNLESS SHOWN ON SPIIRE DRAWINGS 2. NO NEW SERVICES (EXCEPT AS SHOWN) SHALL BE LOCATED IN FRONT OF (LOW SIDE) OF THE RETAINING WALL WITHIN A DISTANCE OF 1X 'D' (TOTAL DEPTH OF PIERS) 3. REFER TO CIVIL DRAWINGS FOR RETAINING WALL HEIGHTS & STORM WATER LOCATIONS (FOR AG. DRAIN CONNECTIONS) 4. THESE WALLS HAVE NOT BEEN DESIGNED FOR EXCAVATIONS ADJACENT TO WALLS (E.G. FOR NOT BEEN DESIGNED FOR EXCAVATIONS ADJACENT TO WALLS (E.G. FOR BEEN DESIGNED FOR EXCAVATIONS ADJACENT TO WALLS (E.G. FOR ACCESS/MAINTENANCE OF ADJACENT SERVICES). SHORING AND TEMPORARY PROPPING OF THE RETAINING WALLS IS TO BE PROVIDED SHOULD EXCAVATIONS BE REQUIRED ADAJCENT TO RETAINING WALLS/BORED PIERS (TO BE DESIGNED BY A SUITABLY QUALIFIED ENGINEER) 5. ALL RETAINING WALLS REQUIRE A CERTIFICATE OF COMPLIANCE FOR STRUCTURAL WORKS BY A QUALIFIED STRUCTURAL ENGINEER PRIOR TO STATEMENT OF COMPLIANCE BEING ISSUED. 6. AG DRAINS TO BE CONNECTED TO THE DRAINAGE SYSTEMS AS INDICATED ON THE PLAN. 7. POSTS AND FOOTINGS FOR RETAINING WALLS ARE TO BE SPACED TO AVOID SEWER AND DRAINAGE PIPES
200x100 40MPa PRECAST CONCRETE SLEEPER WITH 2-N12 BARS (30mm FRONT COVER).
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32MPa CONCRETE BORED PIER FOOTING @ 2100 MAX CTS FOOTINGS FOR RETAINING WALL SHALL BE POSITIONED BETWEEN EXISTING FENCE FOOTING
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250 MIN. WIDE 'NO FINES' CRUSHED ROCK FILTER LAYER WITH GEOFABRICS BIDIM A24 GEOTEXTILE MEMBRANE (OR APPROVED EQUIV.)
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150 DEEP TOPSOIL
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LIMIT OF EXCAVATION
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1
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1
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VERY STIFF PALE BROWN SANDY CLAY
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BOUNDARY LINE
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CLASS 3 CRUSHED ROCK BACKFILL INSTALLED USING HAND COMPACTION TOOLS ONLY
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GALV. 150UC23 POSTS @ 2400 MAX CTS
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SETOUT POINT
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FENCE TO BE CONSTRUCTED ON TOP OF RETAINING WALL. CONTRACTOR TO CONFIRM FENCE TYPE WITH SUPERINTENDENT
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INVERT
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PROPERTY LINE
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%%uTYPICAL CATCH DRAIN SECTION
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%%uLOT FILLING AT STAGE BOUNDARY
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2.00m
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LOT GRADING
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TITLE BOUNDARY
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INVERT
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%%UOPEN DRAIN CROSS SECTION
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GEOFABRIC SILT FENCE
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%%USILT CONTROL OPTIONS
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NOT TO SCALE
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GEOFABRIC SILT FENCE
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%%USILT CONTROL FOR LOTS
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EXISTING SURFACE
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FILLING
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1 in 2
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600
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1200
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300
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150
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2.00m
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FALL
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FILLING
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GEOFABRIC SILT FENCE TO BE INSTALLED TO MANUFACTURERS SPECIFICATIONS
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GEOFABRIC TO EXTEND BELOW FINISHED SURFACE
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STAKE
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STAKE
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GEOFABRIC SILT FENCE TO BE INSTALLED TO MANUFACTURERS SPECIFICATIONS
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GEOFABRIC TO EXTEND BELOW FINISHED SURFACE
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M2
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%%uSTANDARD KERB PROFILES
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NOT TO SCALE
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NOTES: 1. ALL KERBS AND KERB & CHANNEL TO BE REINFORCED IN ALL KERBS AND KERB & CHANNEL TO BE REINFORCED IN ACCORDANCE WITH MUNICIPALITY STD DRAWINGS. 2. ALL KERBS AND KERB & CHANNEL TO HAVE 150mm DEPTH OF ALL KERBS AND KERB & CHANNEL TO HAVE 150mm DEPTH OF CONCRETE BELOW TOP OF PAVEMENT LEVEL.
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B2
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25mm RADIUS
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25x25mm
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CHAMFER
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15R
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LINE OF KERB
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SHARP TRANSITION
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LIP OF KERB
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PAVEMENT LEVEL
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TYPICAL ISLAND CROSS SECTION (SI3) REFER STANDARD DRAWING MSC 105 FOR SPLITTER ISLAND DETAILS NOT TO SCALE
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%%uPAVEMENT INTERFACE - DETAIL
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%%uLIMIT OF WORKS CONCRETE EDGE STRIP &
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FINISHED SURFACE LEVEL
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EXISTING SURFACE LEVEL
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%%ULOT REGRADING DETAIL
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TOPSOIL PLACEMENT
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CONTROLLED FILL
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SURFACE REGULATION
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STRIP TOPSOIL
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FILL 200mm THICK
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PAVEMENT DESIGN AS SPECIFIED
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REFER TO COUNCIL STD DETAIL FOR AG DRAIN TRENCH MATERIAL
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REFER TO COUNCIL STD DETAIL FOR AG DRAIN BEDDING MATERIAL
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200mm WIDE x 300mm DEEP CONCRETE EDGE STRIP
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STANDARD PAVEMENT
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ROAD NAME
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TYPE
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CLASSIFICATION
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SELBOURNE STREET
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B
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ACCESS STREET - LEVEL 1
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RENAISSANCE DRIVE
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B
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ACCESS STREET - LEVEL 1
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PAVEMENT LAYER
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DESCRIPTION
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DEPTH (mm)
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B
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ASPHALT WEARING COURSE
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SIZE 10 TYPE N C170
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30
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ASPHALT BASE COURSE
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SIZE 10 TYPE N C170
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30
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10mm SAMI LAYER (S18RF) - APPLICATION RATE GREATER THAN OR EQUAL TO
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1.8l/m²
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BASE
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THICK 20mm CLASS 2 CRUSHED ROCK
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140
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SUB BASE
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THICK 20mm CLASS 3 CRUSHED ROCK
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100
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SUBGRADE IMPROVEMENT
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SELECT FILL OR STABILISED CLAY MEETING THE FOLLOWING MATERIAL PROPERTIES: CBR 8%, SWELL 1.5%, PERMEABILITY K 5 X 10-9 m/s (5 X 10-7 cm/s) 8%, SWELL 1.5%, PERMEABILITY K 5 X 10-9 m/s (5 X 10-7 cm/s) 1.5%, PERMEABILITY K 5 X 10-9 m/s (5 X 10-7 cm/s) 5 X 10-9 m/s (5 X 10-7 cm/s) COMPACTED TO A MINIMUM DENSITY OF RATIO 98% (STANDARD) AS1289, 5.1.1
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150
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SUBGRADE
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NATURAL CLAY OF ENGINEERED CLAY FILL (CBR 2.5%)2.5%)
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TOTAL PAVEMENT DEPTH
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450
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%%UNOMENCLATURE
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%%UTYPICAL PAVEMENT DETAIL
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20mm 10mm %%UTYPE N%%U %%UASPHALT
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MATERIAL
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TYPE OF ASPHALT OR CLASS OF ROCK
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NOMINAL SIZE OF ROCK
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COMPACTED THICKNESS OF MATERIAL
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REFER TO PAVEMENT DESIGN REPORT FOR SUBGRADE TREATEMENT
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AG DRAIN LOCATION (WHERE REQUIRED) AND PAVEMENT DETAIL VARIES. REFER TO COUNCIL STANDARD FOR DETAIL
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KERB TYPE AS SPECIFIED
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AG DRAIN DEPTH
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UPPER PAVEMENT COURSES
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SUBBASE COURSE
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CAPPING LAYER
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ORDINARY BACKFILL COMPACTED TO 95% SDDR
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SERVICE CONDUIT
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200
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25
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100
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150
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NOT TO SCALE
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%%URAISED PAVEMENT DETAILS
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BOTTOM OF RAMP
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TOP OF RAMP
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%%URAMP LINE MARKING DETAIL
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LINE MARKING TO EXTEND FULL WIDTH OF RAMP
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200mm MINIMUM THICKNESS OF 32 MPa CONCRETE. REINFORCED WITH SL82 MESH, 40mm COVER (TOP) PLAIN GREY CONCRETE, BROOM FINISHED
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LOWER PAVEMENT AS SPECIFIED
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1 IN 12
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RAMP LINE MARKING. REFER DETAIL
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SECTION
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N.T.S
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B
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-
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COMPACTED TO A MINIMUM DENSITY OF 98% (MODIFIED) AS1289,5.2.1
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COMPACTED TO A MINIMUM DENSITY OF 98% (MODIFIED) AS1289,5.2.1
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PRIME
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COMPACTED TO A MINIMUM DENSITY OF 98% (STANDARD) AS1289,5.2.1
This document is produced by Spiire Australia Pty Ltd solely for the
benefit of and use by the client in accordance with the terms of the
retainer. Spiire Australia Pty Ltd does not and shall not assume any
responsibility or liability whatsoever to any third party arising out of
any use or reliance by third party on the content of this document. CONSTRUCTION0
THE MILLSTONE
STAGE 4
MELTON CITY COUNCIL
SIGNAGE AND LINEMARKING
PLAN
301305CR800
C MULHOLLAND B.IBBS
J PRENTICE 20-12-18
A
B
0
ISSUED FOR APPROVAL -- 23-11-17
SIGNAGE ADDED FOR OCTAVIA PLACE
ISSUED FOR CONSTRUCTION
MZ
MZ
26-09-18
04-04-19
469 La Trobe Street PO Box 16084 Melbourne
Victoria 8007 Australia T 61 3 9993 7888
CUSTODIAN TOOLERN SYNDICATE LTD
ROAD
CLOSED
km / h
20
LINEMARKING LEGENDSYMBOL: DESCRIPTION: REMARK:
PARKING & LANE LINE OR DIVIDING LINE 100mm WIDERRPM
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file name 301305CR800.dwg layout name CR800 plotted by Clara Mulholland
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file location G:\30\301305\Civil\ACAD plot date 12/04/2019 9:50 AM Sheet 13 of 13 Sheets
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%%ULEGEND
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STREET NAME PLATES TO BE IN ACCORDANCE WITH WCC SD812, INCLUDOING "NO THROUGH ROAD" NOMINATION WHERE APPLICABLE
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S3
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1. STREET SIGNS ARE TO BE MOUNTED ON LIGHT POLES, WITH A COUNCIL APPROVED BRACKET, IN LIEU OF SIGN POLES WHERE THE TWO POLES ARE IN CLOSE PROXIMITY AND WHERE THE STREET SIGN WOULD NOT BE COMPROMISED IN ITS PURPOSE BY THE RELOCATION. 2. TGSI's MUST BE PROVIDED IN ACCORDANCE WITH THE AUSTRALIAN STANDARD 1428.4.1 AND WHITTLESEA CITY COUNCIL'S STANDARD DRAWING SD320
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S1
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D4-5
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G9-20
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S2
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TGSI - DIRECTIONAL IN ACCORDANCE WITH MELTON CITY COUNCIL REQUIREMENTS SD MSC 202, AND SECTION 21.1 VICROADS TRAFFIC ENG. MANUAL VOL. 2
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TGSI - HAZARD IN ACCORDANCE WITH MELTON CITY COUNCIL REQUIREMENTS SD MSC 202, AND SECTION 21.1 VICROADS TRAFFIC ENG. MANUAL VOL. 2
