C AMENDED SHEET 302173R02 B.I. 13/02/17 B AMENDED AS PER COUNCIL COMMENTS 02/06/16 B.I. 2/11/16 A FOR APPROVAL B.I. 23/03/16 ABIWOOD CREEKSIDE PTY LTD PINNACLE ESTATE STAGE 2 NOT TO SCALE C Map Reference C Spiire Australia Pty Ltd Drg No Rev Designed Checked Authorised Drg Status Sheet Number Rev Amendments App'd Date Standard Drawing RDA1 - Version 20120911 file name 302173R1-FS.dwg layout name R1-1 file location G:\30\302173\ACAD plotted by Ashley Wilkie plot date 21/2/2017 10:50 AM spiire spiire.com.au ABN 55 050 029 635 PINNACLE ESTATE STAGE 2 FACE SHEET ABIWOOD CREEKSIDE PTY LTD CITY OF BALLARAT 302173R01 VICROADS 571 M2 01 FOR APPROVAL 21/03/16 A. WILKIE 23/03/16 B. IBBS 23/03/16 C. CLARKE 16 Bridge Street Bendigo Victoria 3550 Australia T 61 3 5448 2500
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C AMENDED SHEET 302173R02 B.I. 13/02/17B AMENDED AS PER COUNCIL COMMENTS 02/06/16 B.I. 2/11/16A FOR APPROVAL B.I. 23/03/16
ABIWOOD CREEKSIDE PTY LTD
PINNACLE ESTATESTAGE 2
NOT TO SCALE
CMap Reference
C
Spiire Australia Pty Ltd
Drg No
Rev
Designed
Checked
Authorised
Drg Status
Sheet Number
Rev Amendments
App'd
Date Standard Drawing RDA1 - Version 20120911
file name 302173R1-FS.dwg layout name R1-1
file location G:\30\302173\ACAD
plotted by Ashley Wilkie plot date 21/2/2017 10:50 AM
spiire
spiire.com.au
ABN 55 050 029 635
PINNACLE ESTATE
STAGE 2
FACE SHEET
ABIWOOD CREEKSIDE PTY LTD
CITY OF BALLARAT
302173R01
VICROADS 571 M2
01
FOR APPROVAL
21/03/16
A. WILKIE
23/03/16
B. IBBS
23/03/16
C. CLARKE
16 Bridge Street Bendigo Victoria 3550 Australia T 61 3 5448 2500
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Scale
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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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%%ULEGEND
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PARKING BAY/PAVED AREA
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EXCAVATION GREATER THAN 200mm
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FILLING GREATER THAN 200mm
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CRUSHED ROCK BACKFILL TO STORMWATER TRENCH
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MWC DRAIN & PIT
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FUTURE STORMWATER DRAIN & PIT
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VEHICLE EXCLUSION FENCE
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LIMIT OF WORKS
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SAW CUT PAVEMENT
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FINISHED SURFACE CONTOUR MINOR
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FINISHED SURFACE CONTOUR MAJOR
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PROPOSED STORMWATER DRAIN & PIT
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450%%c
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EXISTING STORMWATER DRAIN & SIDE ENTRY PIT
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Ex 450%%c
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TEMPORARY BENCH MARK (TBM)
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EXISTING PERMANENT SURVEY MARK
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EXISTING SIGN AND POST
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168.90
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169.00
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EXISTING SURFACE CONTOUR
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168.90
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ROAD RESERVE
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LOT BOUNDARY
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KERB & CHANNEL + TYPE
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PROPOSED FOOTPATH
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SM2
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FINISHED SURFACE LEVEL
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FS158.385
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PROPOSED PERMANENT SURVEY MARK
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R2
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INTERSECTION SET-OUT POINT
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52
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ALLOTMENT NUMBER
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CH20.06
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ROAD CHAINAGE
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TPCh 116.57
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TANGENT POINT ROAD CHAINAGE
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EXISTING TREE TO BE REMOVED
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H
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PROPOSED HOUSE DRAIN
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PROPOSED DRAINAGE INLET
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TOP OF BATTER
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GAS & WATER CONDUIT
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IRRIGATION CONDUIT
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LIMIT / TOE OF BATTER
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PROPOSED SLEEPER RETAINING WALL
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PROPOSED ROCK RETAINING WALL
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PROTECTIVE TREE FENCING
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AG DRAIN CONDUIT
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PROPOSED BOLLARD
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EASEMENT
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PROPOSED DRIVEWAY
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PROPOSED LIGHT & POLE (BY OTHERS)
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EXISTING FENCE
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EXISTING TREE & SURVEYED CANOPY TO BE RETAINED
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RIDGE / CHANGE OF GRADE
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PROPOSED ESTATE FENCING
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EXISTING HOUSE DRAIN
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H
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PROPOSED AG DRAIN & FLUSHER
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PROPOSED CATCH DRAIN
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PROPOSED SWALE DRAIN
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T167.15
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TOP/TOE OF BATTER LEVEL
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PROPOSED STORMWATER PIT NUMBER
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PROPOSED OPEN INVERT
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GW
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IR
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PROPOSED SIGN & POST
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EXISTING CONCRETE VEHICLE CROSSING
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EXISTING FOOTPATH
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EXISTING KERB & CHANNEL
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158.664
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EXISTING SURFACE LEVEL
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EF180.915
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EXISTING FILL LEVEL.
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PROPOSED WATER MAIN
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PROPOSED UNDERGROUND ELECTRICITY
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PROPOSED TELSTRA
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PROPOSED GAS MAIN
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PROPOSED OPTIC FIBRE CONDUIT
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EXISTING WATER MAIN, VALVE AND HYDRANT
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EXISTING UNDERGROUND ELECTRICITY
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EXISTING TELSTRA & SERVICE PIT
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EXISTING OPTIC FIBRE
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EXISTING SEWER & MANHOLE
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PROPOSED SEWER AND MANHOLE
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EXISTING GAS MAIN
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EXISTING SEWER RISING MAIN
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PROPOSED SEWER RISING MAIN
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EXISTING OVERHEAD ELECTRICITY, POLE AND STAY
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PROPOSED OVERHEAD ELECTRICITY & POLE
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PROPOSED SEWER AND MANHOLE
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PROPOSED BIO RETENTION
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EXISTING CATCH DRAIN
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EXISTING SWALE DRAIN
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EXISTING OPEN INVERT
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EXISTING BIO RETENTION
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PROPOSED WATER RECYCLED
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EXISTING WATER RECYCLED
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STREET SIGN
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EXISTING LIGHT & POLE
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STREET SIGN
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ELECTRICAL CONDUIT
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E
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AG
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EXISTING VEGETATION LINE
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FILLING GREATER THAN 300mm
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EXPOSED AGGREGATE CONCRETE
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ROCK BEACHING
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GRANITIC SAND/SAND FILTER
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TELECOMMUNICATIONS CONDUIT
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T
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1 in 150
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LOT GRADE
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EXISTING TOP OF BATTER
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EXISTING LIMIT / TOE OF BATTER
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EXISTING TRACK
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1
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%%ULOCALITY PLAN
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A. GENERAL 1. ALL WORK TO BE CARRIED OUT TO CITY OF BALLARAT & IDM SPECIFICATIONS, STANDARD DRAWINGS AND TO THE SATISFACTION OF COUNCILS SENIOR SURVEILLANCE OFFICER OR HIS REPRESENTATIVE. 2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM AND ALL COORDINATES ARE TO MAP GRID OF AUSTRALIA (MGA). 3. THE LOCATION OF EXISTING SERVICES SHOULD BE DETERMINED BY THE CONTRACTOR PRIOR TO COMMENCING ANY EXCAVATION BY CONTACTING ALL SERVICE AUTHORITIES. ANY EXISTING SERVICES SHOWN ON THESE DRAWINGS ARE OFFERED AS A GUIDE ONLY AND ARE NOT GUARANTEED AS CORRECT. 4. FILL AREAS ARE TO BE STRIPPED OF TOPSOIL, FILLED AND ONLY RE-TOPSOILED ON THE DIRECTION OF THE ENGINEER, TO THE FINAL FILL LEVELS SHOWN ON THE DRAWINGS. ALL FILLING IS TO BE: - APPROVED BY THE PROJECT GEOTECHNICAL CONSULTANT. - PLACED IN LAYERS NOT EXCEEDING 200MM LOOSE THICKNESS. - MOISTURE CONDITIONED TO WITHIN 85% TO 115% OF OPTIMUM MOISTURE CONTENT. - COMPACTED TO A MINIMUM 95% (STANDARD) DRY DENSITY RATIO. - PLACED UNDER "LEVEL 1" SUPERVISION IN ACCORDANCE WITH AS 3798-1996. 5. EXISTING DEPRESSIONS & DRAINS TRAVERSING THE SITE ARE TO BE CLEANED OUT AND DESLUDGED TO FIRM BASE AND FILLED TO FINISHED SURFACE LEVELS TO THE SPECIFIED COMPACTION STANDARDS. 6. 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 TBM'S THEREAFTER. 7. POSITION CONDUITS SO THAT A MINIMUM DISTANCE BETWEEN TAPPING IS 1.0M. CONDUITS TO BE LOCATED MIDWAY BETWEEN FENCE LINE OF LOT, UNLESS OTHERWISE SHOWN. 8. BEFORE COMMENCING WORK ON EXCAVATIONS IN EXCESS OF 1.5 M DEEP, THE REQUIRED NOTICE IS TO BE SENT TO THE VICTORIAN WORKCOVER AUTHORITY IN ACCORDANCE WITH THE MINES ACT, 1958 NO 6320 SECTION 385 AND THE OCCUPATIONAL HEALTH AND SAFETY ACT 1985. THIS NOTIFICATION MUST BE RECEIVED BY THE AUTHORITY AT LEAST 3 DAYS PRIOR TO COMMENCING EXCAVATIONS, AND A COPY OF THE NOTIFICATION MUST BE PROVIDED TO THE SUPERINTENDENT. 9. COUNCIL'S REPRESENTATIVE IS TO BE NOTIFIED IN WRITING SEVEN (7) DAYS PRIOR TO THE COMMENCEMENT OF WORKS. 10. NO EXCAVATION WITHIN 5M OF ANY EXISTING TREE WITHOUT APPROVAL OF THE ENGINEER. 11. NO BLASTING IS PERMITTED WITHIN THE CITY OF BALLARAT WITHOUT OBTAINING COUNCIL'S SPECIAL DISPENSATION. 12. EXCAVATED MATERIAL SURPLUS TO FILLING REQUIREMENTS OF THE WORKS SHALL BE REMOVED FROM SITE AS SPECIFIED. 13. ALL SURPLUS ROCK, CONCRETE AND BITUMINOUS RUBBLE SHALL BE DISPOSED OFF SITE AS SPECIFIED. THE CONTRACTOR SHALL CHECK WITH SUPERINTENDENT WHETHER ANY LARGE ROCKS ARE REQUIRED FOR LANDSCAPE PURPOSES PRIOR TO DISPOSAL. 14. NATURESTRIPS AND ALL AREAS OF CUT OUTSIDE ROAD RESERVE TO BE SURFACED WITH 100MM MINIMUM COMPACTED LAYER OF TOPSOIL.
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%%UGENERAL NOTES
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B. ROAD WORKS 1. FOOTPATHS ARE TO BE 1.5M WIDE UNLESS SHOWN OTHERWISE. FOOTPATHS TO BE CONSTRUCTED TO THE CITY OF BALLARAT STANDARDS. 2. CONSTRUCT LAYBACK SECTION AT VEHICLE CROSSING, REVERSING BAYS AND CAR PARKING BAYS AND PRAM CROSSING TO THE CITY OF BALLARAT STANDARDS. 3. ALL CHAINAGES REFER TO ROAD PAVEMENT CENTRELINES EXCEPT IN COURT HEADS AND INTERSECTIONS WHERE CHAINAGES REFER TO BACK OF KERB. 4. THE CONTRACTOR IS REQUIRED TO CONFINE CONSTRUCTION VEHICLES TO THE ROAD RESERVE AND EASEMENTS. ANY DAMAGE CAUSED TO ALLOTMENTS MUST BE MADE GOOD. 5. ALL BATTERS SHALL BE TO THE CITY OF BALLARAT STANDARDS. - CUT 1 IN 12 UNLESS OTHERWISE SHOWN. - FILL 1 IN 12 UNLESS OTHERWISE SHOWN. 6. ALL SET OUT INFORMATION GIVEN IS TO BACK OF KERB UNLESS OTHERWISE SHOWN. 7. WHERE CRUSHED ROCK IS SHOWN UNDER CONCRETE FOOTPATHS CONSTRUCTED ON FILL, THE CRUSHED ROCK IS TO BE 20MM CLASS 3. WHERE CUT BATTERS ARE STEEPER THAN 1:6 THEY MUST BE HYDRO MULCHED. 8. SUBGRADE BE COMPACTED TO A MINIMUM OF 98% STANDARD MAXIMUM DRY DENSITY (AS3798), WITH THE SUBBASE COMPACTED IN ACCORDANCE WITH SCALE C IN VICROADS TABLE 304.071 USING FINE CRUSHED ROCK AND THE BASE COURSE TO AN AVERAGE OF 100% MINIMUM MODIFIED DRY DENSITY. ANY FILLING BENEATH ROAD PAVEMENT AREAS TO BE COMPACTED TO 100% OF MAXIMUM DRY DENSITY.COMPACTION TESTING TO BE AS PER COUNCIL REQUIREMENTS. 9. ANY BACKFILL WITHIN 1.0M OF A COUNCIL ASSET (FOOTPATH OR ROAD) IS TO BE FCR. FILL MATERIAL IS ACCEPTABLE IF COMPACTED TO ENSURE 95% COMPACTION. COMPACTION TESTING TO BE PERFORMED AT ONE PER 60M OF TRENCH. 10. CONCRETE TO HAVE 28DAY STRENGTH OF 25MPA UNLESS NOTED OTHERWISE 11. MATERIALS AND SUPPLIERS CALLED IN THE SPECIFICATION, SCHEDULES OR PLANS SHALL NOT BE SUBSTITUTED WITHOUT PRIOR WRITTEN APPROVAL AS PER 'ENVIRODEVELOPMENT - NATIONAL TECHNICAL STANDARD VERSION 2'. ALL RECEIPTS MUST BE RETAINED AND PROVIDED UPON REQUEST.
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STAGE 2 WORKS
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SHEET INDEX
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SHEET NUMBER
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SHEET DESCRIPTION
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01
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FACE SHEET
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02
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LAYOUT PLAN 01
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03
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LAYOUT PLAN 02
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04
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LAYOUT PLAN 03
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05
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TBM DETAILS
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06
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ROAD LONG SECTIONS
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AUBURN DRIVE
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07
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ROAD LONG SECTIONS
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KENSINGTON BOULEVARD
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08
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ROAD CROSS SECTIONS
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AUBURN DRIVE
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09
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ROAD CROSS SECTIONS
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KENSINGTON BOULEVARD
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10
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KERB RETURN SETOUT
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11
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DRAINAGE LONG SECTIONS 01
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12
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DRAINAGE LONG SECTIONS 02
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13
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DRAINAGE PIT SCHEDULE
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14
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STANDARD DETAILS
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15
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SIGNAGE & LINEMARKING PLAN
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K&C
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PROPOSED K&C ADAPTER DRAIN
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%%USERVICE LOCATION TABLE
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ROAD NAME
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POTABLE
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WATER
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GAS
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NBN
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(TELECOM)
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ELECTRICITY
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SIDE
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OFFSET
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SIDE
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OFFSET
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SIDE
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OFFSET
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U/G CABLE
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SIDE
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OFFSET
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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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AUBURN DRIVE
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N
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2.95
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N
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2.40
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S
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1.80
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S
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2.60
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KENSINGTON BOULEVARD
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E
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2.95
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E
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2.40
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W
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0.35
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W
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1.00
C AMENDED AS PER COUNCIL COMMENTS 10/11/16 B.I. 13/02/17
B AMENDED AS PER COUNCIL COMMENTS 02/06/16 B.I. 2/11/16
A FOR APPROVAL B.I. 23/03/16
C
Map Reference
C
Spiire Australia Pty Ltd
Drg No
Rev
Designed
Checked
Authorised
Drg Status
Sheet Number
Rev Amendments
App'd
Date Standard Drawing RDA1 - Version 20120911
file name 302173R2-FP.dwg layout name R2-1
file location G:\30\302173\ACAD
plotted by Ashley Wilkie plot date 21/2/2017 10:50 AM
spiire
spiire.com.au
ABN 55 050 029 635
PINNACLE ESTATE
STAGE 2
LAYOUT PLAN 01
ABIWOOD CREEKSIDE PTY LTD
CITY OF BALLARAT
302173R02
VICROADS 571 M2
02
FOR APPROVAL
21/03/16
A. WILKIE
23/03/16
B. IBBS
23/03/16
C. CLARKE
16 Bridge Street Bendigo Victoria 3550 Australia T 61 3 5448 2500
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Vertical
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Horizontal
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Scale
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0
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0
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1:250,A1
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2.5
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5
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7.5
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10
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12.5
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2.5
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5
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7.5
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10
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12.5
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C
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FUTURE SERVICE ROAD
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SERVICE ROAD
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GLENELG HWY
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H
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H
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H
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H
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H
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B2 K&C
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AUBURN DRIVE
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576m²
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576m²
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400m²
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400m²
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512m²
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448m²
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571m²
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B2 K&C
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B2 K&C
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R2
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H
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572m²
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H
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H
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H
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H
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572m²
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407m²
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576m²
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448m²
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KENSINGTON BOULEVARD
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201
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B2 K&C
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400m²
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204
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668m²
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452m²
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208
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512m²
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554m²
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202
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203
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206
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207
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B2 K&C
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R8.6
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R65.65
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218
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215
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219
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220
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210
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213
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211
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214
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212
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216
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217
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576m²
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512m²
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LIMIT OF WORKS
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LIMIT OF WORKS
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PROPOSED STAGE 1
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205
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209
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R2
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3.00m SEWER & DRAINAGE EASEMENT
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3.00m SEWER & DRAINAGE EASEMENT
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403.72
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403.56
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403.10
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403.40
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419.62
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418.76
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417.45
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417.04
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415.38
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415.95
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413.31
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413.42
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411.60
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411.12
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409.68
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408.94
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408.77
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407.88
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408.00
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406.97
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407.27
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406.04
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406.65
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403.62
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405.78
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411.86
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410.80
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413.15
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411.82
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414.97
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412.74
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417.08
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413.98
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415.56
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406.09
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405.57
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403.88
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418.21
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402.76
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404.83
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405.22
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410.22
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CH165.796
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TP240.775
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TP265.262
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LTP357.964
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RTP358.237
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CH63.556
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FUTURE DEVELOPMENT
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CH189.524
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CH214.524
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CH297.821
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CH326.559
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675%%C RRJ
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CLASS 3 CRB
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300%%C 1.0m OFFSET
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300%%C 1.0m OFFSET
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300%%C
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300%%C 2.0m OFFSET
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225%%C 2.0m OFFSET
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675%%C
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300%%C RRJ
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CLASS 3 CRB
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300%%C RRJ
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CLASS 3 CRB
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300%%C
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525%%C
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203
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SEP
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205
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JP
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206
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JP
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207
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JP
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208
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JP
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111
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HW
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210
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DSEP
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211
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DSEP
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213
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SEP
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214
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DSEP
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215
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DSEP
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216
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SEP
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B2 K&C
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B2 K&C
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HD
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HD
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HD
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HD
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HD
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HD
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HD
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H
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H
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HD
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13
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4.22
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33
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36
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32
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4.27
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13
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16
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36
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36
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33
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32
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12.92
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12.50
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12.50
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12.50
AutoCAD SHX Text
16.65
AutoCAD SHX Text
11.63
AutoCAD SHX Text
12.92
AutoCAD SHX Text
12.50
AutoCAD SHX Text
12.50
AutoCAD SHX Text
12.50
AutoCAD SHX Text
A13.58
AutoCAD SHX Text
A7.72
AutoCAD SHX Text
10.98
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
16
AutoCAD SHX Text
16
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
31.62
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
33.20
AutoCAD SHX Text
16.01
AutoCAD SHX Text
14.01
AutoCAD SHX Text
14
AutoCAD SHX Text
32.53
AutoCAD SHX Text
32.04
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
18.81
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
18
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
18
AutoCAD SHX Text
16
AutoCAD SHX Text
16
AutoCAD SHX Text
H
AutoCAD SHX Text
406.22
AutoCAD SHX Text
407.61
AutoCAD SHX Text
484m²
AutoCAD SHX Text
REMOVE EXISTING DRAINAGE PIPE AND EXTEND DRAINAGE
AutoCAD SHX Text
CONSTRUCT 200mm WIDE CONCRETE EDGE STRIP AT LIMIT OF WORKS
AutoCAD SHX Text
REMOVE EXISTING CONCRETE EDGE STRIP AND DISPOSE MATERIAL OFF SITE. RELOCATE ROAD CLOSED AND CHEVRON SIGNAGE TO PROPOSED TURN AREA ON KENSINGTON BVD
AutoCAD SHX Text
INSTALL 525 STUB ATIL401.847 AND BLANK OFF END WITH MARINE GRADE PLY
AutoCAD SHX Text
INSTALL AG DRAINS BEHIND BACK OF KERB WHERE NO STORMWATER DRAINAGE IS PROPOSED AS PER COB SD-D2-1 FOR DETAILS
AutoCAD SHX Text
INSTALL AG DRAINS BEHIND BACK OF KERB WHERE NO STORMWATER DRAINAGE IS PROPOSED AS PER COB SD-D2-1 FOR DETAILS
AutoCAD SHX Text
INSTALL AG DRAINS BEHIND BACK OF KERB WHERE NO STORMWATER DRAINAGE IS PROPOSED AS PER COB SD-D2-1 FOR DETAILS
AutoCAD SHX Text
AUBURN DRIVE
AutoCAD SHX Text
AUBURN DRIVE
AutoCAD SHX Text
K&C
AutoCAD SHX Text
K&C
AutoCAD SHX Text
K&C
AutoCAD SHX Text
K&C
AutoCAD SHX Text
K&C
AutoCAD SHX Text
T417.54
AutoCAD SHX Text
T416.58
AutoCAD SHX Text
T419.81
AutoCAD SHX Text
T419.21
AutoCAD SHX Text
T403.70
AutoCAD SHX Text
FS409.95
AutoCAD SHX Text
FS418.93
AutoCAD SHX Text
FS415.92
AutoCAD SHX Text
FS420.21
AutoCAD SHX Text
FS419.61
AutoCAD SHX Text
FS417.14
AutoCAD SHX Text
FS418.42
AutoCAD SHX Text
FS415.20
AutoCAD SHX Text
FS416.75
AutoCAD SHX Text
FS413.39
AutoCAD SHX Text
FS414.23
AutoCAD SHX Text
FS411.36
AutoCAD SHX Text
FS411.61
AutoCAD SHX Text
FS409.72
AutoCAD SHX Text
FS409.02
AutoCAD SHX Text
FS408.93
AutoCAD SHX Text
FS407.95
AutoCAD SHX Text
FS408.17
AutoCAD SHX Text
FS406.90
AutoCAD SHX Text
FS407.17
AutoCAD SHX Text
FS405.96
AutoCAD SHX Text
FS406.55
AutoCAD SHX Text
FS403.46
AutoCAD SHX Text
FS405.64
AutoCAD SHX Text
FS411.68
AutoCAD SHX Text
FS410.80
AutoCAD SHX Text
FS413.25
AutoCAD SHX Text
FS411.81
AutoCAD SHX Text
FS414.83
AutoCAD SHX Text
FS412.77
AutoCAD SHX Text
FS416.74
AutoCAD SHX Text
FS413.98
AutoCAD SHX Text
FS406.13
AutoCAD SHX Text
FS405.16
AutoCAD SHX Text
FS403.72
AutoCAD SHX Text
FS402.73
AutoCAD SHX Text
FS404.75
AutoCAD SHX Text
FS405.17
AutoCAD SHX Text
FS406.18
AutoCAD SHX Text
FS407.62
AutoCAD SHX Text
FS403.26
AutoCAD SHX Text
FS403.55
AutoCAD SHX Text
FS403.49
AutoCAD SHX Text
FS403.14
AutoCAD SHX Text
204
AutoCAD SHX Text
SEP
AutoCAD SHX Text
LTP89.081
AutoCAD SHX Text
300 RRJCLASS 3 CRB
AutoCAD SHX Text
15.34
AutoCAD SHX Text
18
AutoCAD SHX Text
18
B AMENDED AS PER COUNCIL COMMENTS 02/06/16 B.I. 2/11/16
A FOR APPROVAL B.I. 23/03/16
B
Map Reference
C
Spiire Australia Pty Ltd
Drg No
Rev
Designed
Checked
Authorised
Drg Status
Sheet Number
Rev Amendments
App'd
Date Standard Drawing RDA1 - Version 20120911
file name 302173R2-FP.dwg layout name R2-2
file location G:\30\302173\ACAD
plotted by Ashley Wilkie plot date 21/2/2017 10:50 AM
spiire
spiire.com.au
ABN 55 050 029 635
PINNACLE ESTATE
STAGE 2
LAYOUT PLAN 02
ABIWOOD CREEKSIDE PTY LTD
CITY OF BALLARAT
302173R03
VICROADS 571 M2
03
FOR APPROVAL
21/03/16
A. WILKIE
23/03/16
B. IBBS
23/03/16
C. CLARKE
16 Bridge Street Bendigo Victoria 3550 Australia T 61 3 5448 2500
AutoCAD SHX Text
Vertical
AutoCAD SHX Text
Horizontal
AutoCAD SHX Text
Scale
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
1:250,A1
AutoCAD SHX Text
2.5
AutoCAD SHX Text
5
AutoCAD SHX Text
7.5
AutoCAD SHX Text
10
AutoCAD SHX Text
12.5
AutoCAD SHX Text
2.5
AutoCAD SHX Text
5
AutoCAD SHX Text
7.5
AutoCAD SHX Text
10
AutoCAD SHX Text
12.5
AutoCAD SHX Text
B
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
B2 K&C
AutoCAD SHX Text
B2 K&C
AutoCAD SHX Text
512m²
AutoCAD SHX Text
448m²
AutoCAD SHX Text
571m²
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
576m²
AutoCAD SHX Text
448m²
AutoCAD SHX Text
201
AutoCAD SHX Text
204
AutoCAD SHX Text
452m²
AutoCAD SHX Text
208
AutoCAD SHX Text
512m²
AutoCAD SHX Text
554m²
AutoCAD SHX Text
202
AutoCAD SHX Text
203
AutoCAD SHX Text
206
AutoCAD SHX Text
207
AutoCAD SHX Text
210
AutoCAD SHX Text
576m²
AutoCAD SHX Text
512m²
AutoCAD SHX Text
LIMIT OF WORKS
AutoCAD SHX Text
PROPOSED STAGE 1
AutoCAD SHX Text
205
AutoCAD SHX Text
209
AutoCAD SHX Text
3.00m SEWER & DRAINAGE EASEMENT
AutoCAD SHX Text
3.00m SEWER & DRAINAGE EASEMENT
AutoCAD SHX Text
419.62
AutoCAD SHX Text
418.76
AutoCAD SHX Text
417.45
AutoCAD SHX Text
417.04
AutoCAD SHX Text
415.38
AutoCAD SHX Text
415.95
AutoCAD SHX Text
413.31
AutoCAD SHX Text
413.42
AutoCAD SHX Text
411.60
AutoCAD SHX Text
411.12
AutoCAD SHX Text
409.68
AutoCAD SHX Text
411.86
AutoCAD SHX Text
410.80
AutoCAD SHX Text
413.15
AutoCAD SHX Text
411.82
AutoCAD SHX Text
414.97
AutoCAD SHX Text
412.74
AutoCAD SHX Text
417.08
AutoCAD SHX Text
413.98
AutoCAD SHX Text
415.56
AutoCAD SHX Text
418.21
AutoCAD SHX Text
420.29
AutoCAD SHX Text
419.68
AutoCAD SHX Text
420.34
AutoCAD SHX Text
419.78
AutoCAD SHX Text
420.23
AutoCAD SHX Text
420.60
AutoCAD SHX Text
410.22
AutoCAD SHX Text
CH165.796
AutoCAD SHX Text
TP240.775
AutoCAD SHX Text
CH189.524
AutoCAD SHX Text
CH214.524
AutoCAD SHX Text
300%%C 2.0m OFFSET
AutoCAD SHX Text
225%%C 2.0m OFFSET
AutoCAD SHX Text
525%%C
AutoCAD SHX Text
300%%C RRJ
AutoCAD SHX Text
CLASS 3 CRB
AutoCAD SHX Text
JP
AutoCAD SHX Text
208
AutoCAD SHX Text
JP
AutoCAD SHX Text
111
AutoCAD SHX Text
HW
AutoCAD SHX Text
212
AutoCAD SHX Text
JP
AutoCAD SHX Text
114
AutoCAD SHX Text
SEP
AutoCAD SHX Text
213
AutoCAD SHX Text
SEP
AutoCAD SHX Text
HD
AutoCAD SHX Text
HD
AutoCAD SHX Text
HD
AutoCAD SHX Text
HD
AutoCAD SHX Text
14
AutoCAD SHX Text
12.50
AutoCAD SHX Text
12.50
AutoCAD SHX Text
14
AutoCAD SHX Text
A7.72
AutoCAD SHX Text
10.98
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
16
AutoCAD SHX Text
16
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
31.62
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
33.20
AutoCAD SHX Text
16.01
AutoCAD SHX Text
14.01
AutoCAD SHX Text
14
AutoCAD SHX Text
32.53
AutoCAD SHX Text
32.04
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
18.81
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
18
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
18
AutoCAD SHX Text
16
AutoCAD SHX Text
16
AutoCAD SHX Text
H
AutoCAD SHX Text
417.38
AutoCAD SHX Text
413.36
AutoCAD SHX Text
417.11
AutoCAD SHX Text
416.63
AutoCAD SHX Text
420.14
AutoCAD SHX Text
418.24
AutoCAD SHX Text
226
AutoCAD SHX Text
225
AutoCAD SHX Text
227
AutoCAD SHX Text
230
AutoCAD SHX Text
231
AutoCAD SHX Text
576m²
AutoCAD SHX Text
576m²
AutoCAD SHX Text
576m²
AutoCAD SHX Text
448m²
AutoCAD SHX Text
400m²
AutoCAD SHX Text
REMOVE EXISTING DRAINAGE PIPE AND HEADWALL AND CONSTRUCT NEW PIT. TEMPORARY PIPE AND ENDWALL NOT TO BE DAMAGED DURING REMOVAL AND TO BE REUSED WHERE POSSIBLE
AutoCAD SHX Text
REMOVE EXISTING DRAINAGE PIPE AND EXTEND DRAINAGE
AutoCAD SHX Text
REMOVE EXISTING CONCRETE EDGE STRIP AND DISPOSE MATERIAL OFF SITE. RELOCATE ROAD CLOSED AND CHEVRON SIGNAGE TO PROPOSED TURN AREA ON KENSINGTON BVD
AutoCAD SHX Text
INSTALL AG DRAINS BEHIND BACK OF KERB WHERE NO STORMWATER DRAINAGE IS PROPOSED AS PER COB SD-D2-1 FOR DETAILS
AutoCAD SHX Text
AUBURN DRIVE
AutoCAD SHX Text
CONVERT EXISTING JP TO SEP
AutoCAD SHX Text
T417.54
AutoCAD SHX Text
T416.58
AutoCAD SHX Text
T419.81
AutoCAD SHX Text
T419.21
AutoCAD SHX Text
FS409.95
AutoCAD SHX Text
T419.55
AutoCAD SHX Text
FS418.93
AutoCAD SHX Text
FS415.92
AutoCAD SHX Text
FS420.21
AutoCAD SHX Text
FS419.61
AutoCAD SHX Text
FS417.14
AutoCAD SHX Text
FS418.42
AutoCAD SHX Text
FS415.20
AutoCAD SHX Text
FS416.75
AutoCAD SHX Text
FS413.39
AutoCAD SHX Text
FS414.23
AutoCAD SHX Text
FS411.36
AutoCAD SHX Text
FS411.61
AutoCAD SHX Text
FS409.72
AutoCAD SHX Text
FS411.68
AutoCAD SHX Text
FS410.80
AutoCAD SHX Text
FS413.25
AutoCAD SHX Text
FS411.81
AutoCAD SHX Text
FS414.83
AutoCAD SHX Text
FS412.77
AutoCAD SHX Text
FS416.74
AutoCAD SHX Text
FS413.98
AutoCAD SHX Text
FS420.32
AutoCAD SHX Text
FS419.15
AutoCAD SHX Text
FS420.47
AutoCAD SHX Text
FS419.90
AutoCAD SHX Text
FS420.78
AutoCAD SHX Text
FS420.30
AutoCAD SHX Text
FS415.82
AutoCAD SHX Text
FS412.57
AutoCAD SHX Text
FS418.07
AutoCAD SHX Text
FS415.05
AutoCAD SHX Text
FS419.86
AutoCAD SHX Text
FS417.42
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
15.25
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
A&C2.75
AutoCAD SHX Text
576m²
AutoCAD SHX Text
B2 K&C
AutoCAD SHX Text
B2 K&C
AutoCAD SHX Text
219
AutoCAD SHX Text
LIMIT OF ROAD WORKS
AutoCAD SHX Text
FUTURE STAGE 3
AutoCAD SHX Text
402.76
AutoCAD SHX Text
402.51
AutoCAD SHX Text
CH148.586
AutoCAD SHX Text
CH20.000
AutoCAD SHX Text
CH40.000
AutoCAD SHX Text
CH60.000
AutoCAD SHX Text
CH80.000
AutoCAD SHX Text
CH91.562
AutoCAD SHX Text
CH0.000
AutoCAD SHX Text
750%%C
AutoCAD SHX Text
750%%C
AutoCAD SHX Text
16
AutoCAD SHX Text
36
AutoCAD SHX Text
36
AutoCAD SHX Text
CONSTRUCT 200mm WIDE CONCRETE EDGE STRIP AT LIMIT OF WORKS
AutoCAD SHX Text
SHAPE 1m WIDE OPEN DRAIN WITH 1 IN 4 SIDE BATTERS AROUND TEMPORARY TURN AREA. TEMPORARY DRAIN TO BE FREE FLOWING WITH A MINIMUM GRADE OF 1 IN 200
AutoCAD SHX Text
EXCAVATE OPEN DRAIN AT A GRADE OF 1 IN 300 ALONG PIPE ALIGNMENT FOR APPROX 90m UNTIL INVERT MATCHES EXISTING SURFACE. INSTALL BEACHING & WINGWALL AS PER IDM SD 465
AutoCAD SHX Text
REFER TO SHEET 13 FOR 13 FOR FOR OPEN DRAIN DETAILS
AutoCAD SHX Text
INSTALL AG DRAINS BEHIND BACK OF KERB WHERE NO STORMWATER DRAINAGE IS PROPOSED AS PER COB SD-D2-1 FOR DETAILS
AutoCAD SHX Text
KENSINGTON BOULEVARD
AutoCAD SHX Text
K&C
AutoCAD SHX Text
201
AutoCAD SHX Text
EP
AutoCAD SHX Text
FS402.73
AutoCAD SHX Text
FS402.47
B AMENDED AS PER COUNCIL COMMENTS 02/06/16 B.I. 2/11/16
A FOR APPROVAL B.I. 23/03/16
B
Map Reference
C
Spiire Australia Pty Ltd
Drg No
Rev
Designed
Checked
Authorised
Drg Status
Sheet Number
Rev Amendments
App'd
Date Standard Drawing RDA1 - Version 20120911
file name 302173R2-FP.dwg layout name R2-3
file location G:\30\302173\ACAD
plotted by Ashley Wilkie plot date 21/2/2017 10:51 AM
spiire
spiire.com.au
ABN 55 050 029 635
PINNACLE ESTATE
STAGE 2
LAYOUT PLAN 03
ABIWOOD CREEKSIDE PTY LTD
CITY OF BALLARAT
302173R04
VICROADS 571 M2
04
FOR APPROVAL
21/03/16
A. WILKIE
23/03/16
B. IBBS
23/03/16
C. CLARKE
16 Bridge Street Bendigo Victoria 3550 Australia T 61 3 5448 2500
AutoCAD SHX Text
Vertical
AutoCAD SHX Text
Horizontal
AutoCAD SHX Text
Scale
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
1:250,A1
AutoCAD SHX Text
2.5
AutoCAD SHX Text
5
AutoCAD SHX Text
7.5
AutoCAD SHX Text
10
AutoCAD SHX Text
12.5
AutoCAD SHX Text
2.5
AutoCAD SHX Text
5
AutoCAD SHX Text
7.5
AutoCAD SHX Text
10
AutoCAD SHX Text
12.5
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
H
AutoCAD SHX Text
AUBURN DRIVE
AutoCAD SHX Text
576m²
AutoCAD SHX Text
576m²
AutoCAD SHX Text
400m²
AutoCAD SHX Text
400m²
AutoCAD SHX Text
571m²
AutoCAD SHX Text
B2 K&C
AutoCAD SHX Text
B2 K&C
AutoCAD SHX Text
B2 K&C
AutoCAD SHX Text
R8.6
AutoCAD SHX Text
R2
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
572m²
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
572m²
AutoCAD SHX Text
407m²
AutoCAD SHX Text
KENSINGTON BOULEVARD
AutoCAD SHX Text
201
AutoCAD SHX Text
B2 K&C
AutoCAD SHX Text
400m²
AutoCAD SHX Text
B2 K&C
AutoCAD SHX Text
668m²
AutoCAD SHX Text
554m²
AutoCAD SHX Text
R72.35
AutoCAD SHX Text
R2
AutoCAD SHX Text
B2 K&C
AutoCAD SHX Text
R8.6
AutoCAD SHX Text
R65.65
AutoCAD SHX Text
218
AutoCAD SHX Text
215
AutoCAD SHX Text
219
AutoCAD SHX Text
220
AutoCAD SHX Text
210
AutoCAD SHX Text
213
AutoCAD SHX Text
211
AutoCAD SHX Text
214
AutoCAD SHX Text
212
AutoCAD SHX Text
216
AutoCAD SHX Text
217
AutoCAD SHX Text
B2 K&C
AutoCAD SHX Text
LIMIT OF ROAD WORKS
AutoCAD SHX Text
FUTURE STAGE 3
AutoCAD SHX Text
R2
AutoCAD SHX Text
R2
AutoCAD SHX Text
3.00m SEWER & DRAINAGE EASEMENT
AutoCAD SHX Text
3.00m SEWER & DRAINAGE EASEMENT
AutoCAD SHX Text
403.72
AutoCAD SHX Text
403.56
AutoCAD SHX Text
403.10
AutoCAD SHX Text
403.40
AutoCAD SHX Text
411.12
AutoCAD SHX Text
409.68
AutoCAD SHX Text
408.94
AutoCAD SHX Text
408.77
AutoCAD SHX Text
407.88
AutoCAD SHX Text
408.00
AutoCAD SHX Text
406.97
AutoCAD SHX Text
407.27
AutoCAD SHX Text
406.04
AutoCAD SHX Text
406.65
AutoCAD SHX Text
403.62
AutoCAD SHX Text
405.78
AutoCAD SHX Text
406.09
AutoCAD SHX Text
405.57
AutoCAD SHX Text
403.88
AutoCAD SHX Text
402.76
AutoCAD SHX Text
404.83
AutoCAD SHX Text
405.22
AutoCAD SHX Text
404.43
AutoCAD SHX Text
402.51
AutoCAD SHX Text
410.22
AutoCAD SHX Text
TP240.775
AutoCAD SHX Text
TP265.262
AutoCAD SHX Text
LTP357.964
AutoCAD SHX Text
RTP358.237
AutoCAD SHX Text
CH63.556
AutoCAD SHX Text
CH148.586
AutoCAD SHX Text
FUTURE DEVELOPMENT
AutoCAD SHX Text
CH0.000
AutoCAD SHX Text
CH297.821
AutoCAD SHX Text
CH326.559
AutoCAD SHX Text
675%%C
AutoCAD SHX Text
675%%C RRJ
AutoCAD SHX Text
CLASS 3 CRB
AutoCAD SHX Text
300%%C 1.0m OFFSET
AutoCAD SHX Text
300%%C 1.0m OFFSET
AutoCAD SHX Text
300%%C
AutoCAD SHX Text
675%%C
AutoCAD SHX Text
525%%C
AutoCAD SHX Text
300%%C RRJ
AutoCAD SHX Text
CLASS 3 CRB
AutoCAD SHX Text
300%%C
AutoCAD SHX Text
525%%C
AutoCAD SHX Text
202
AutoCAD SHX Text
SEP
AutoCAD SHX Text
203
AutoCAD SHX Text
SEP
AutoCAD SHX Text
205
AutoCAD SHX Text
JP
AutoCAD SHX Text
206
AutoCAD SHX Text
JP
AutoCAD SHX Text
207
AutoCAD SHX Text
JP
AutoCAD SHX Text
209
AutoCAD SHX Text
SEP
AutoCAD SHX Text
210
AutoCAD SHX Text
DSEP
AutoCAD SHX Text
211
AutoCAD SHX Text
DSEP
AutoCAD SHX Text
212
AutoCAD SHX Text
JP
AutoCAD SHX Text
214
AutoCAD SHX Text
DSEP
AutoCAD SHX Text
215
AutoCAD SHX Text
DSEP
AutoCAD SHX Text
216
AutoCAD SHX Text
SEP
AutoCAD SHX Text
B2 K&C
AutoCAD SHX Text
B2 K&C
AutoCAD SHX Text
750%%C
AutoCAD SHX Text
750%%C
AutoCAD SHX Text
HD
AutoCAD SHX Text
HD
AutoCAD SHX Text
HD
AutoCAD SHX Text
HD
AutoCAD SHX Text
HD
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
HD
AutoCAD SHX Text
16
AutoCAD SHX Text
13
AutoCAD SHX Text
4.22
AutoCAD SHX Text
33
AutoCAD SHX Text
36
AutoCAD SHX Text
36
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
4.27
AutoCAD SHX Text
13
AutoCAD SHX Text
16
AutoCAD SHX Text
36
AutoCAD SHX Text
36
AutoCAD SHX Text
33
AutoCAD SHX Text
32
AutoCAD SHX Text
12.92
AutoCAD SHX Text
12.50
AutoCAD SHX Text
12.50
AutoCAD SHX Text
12.50
AutoCAD SHX Text
16.65
AutoCAD SHX Text
11.63
AutoCAD SHX Text
12.92
AutoCAD SHX Text
12.50
AutoCAD SHX Text
12.50
AutoCAD SHX Text
12.50
AutoCAD SHX Text
A13.58
AutoCAD SHX Text
A7.72
AutoCAD SHX Text
10.98
AutoCAD SHX Text
16
AutoCAD SHX Text
31.62
AutoCAD SHX Text
33.20
AutoCAD SHX Text
16.01
AutoCAD SHX Text
18.81
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
405.92
AutoCAD SHX Text
406.22
AutoCAD SHX Text
407.72
AutoCAD SHX Text
407.61
AutoCAD SHX Text
409.65
AutoCAD SHX Text
409.34
AutoCAD SHX Text
411.05
AutoCAD SHX Text
413.36
AutoCAD SHX Text
225
AutoCAD SHX Text
224
AutoCAD SHX Text
223
AutoCAD SHX Text
222
AutoCAD SHX Text
221
AutoCAD SHX Text
576m²
AutoCAD SHX Text
591m²
AutoCAD SHX Text
733m²
AutoCAD SHX Text
576m²
AutoCAD SHX Text
576m²
AutoCAD SHX Text
484m²
AutoCAD SHX Text
CONSTRUCT 200mm WIDE CONCRETE EDGE STRIP AT LIMIT OF WORKS
AutoCAD SHX Text
CONSTRUCT 200mm WIDE CONCRETE EDGE STRIP AT LIMIT OF WORKS
AutoCAD SHX Text
SHAPE 1m WIDE OPEN DRAIN WITH 1 IN 4 SIDE BATTERS AROUND TEMPORARY TURN AREA. TEMPORARY DRAIN TO BE FREE FLOWING WITH A MINIMUM GRADE OF 1 IN 200
AutoCAD SHX Text
INSTALL 525 STUB ATIL401.847 AND BLANK OFF END WITH MARINE GRADE PLY
AutoCAD SHX Text
EXCAVATE OPEN DRAIN AT A GRADE OF 1 IN 300 ALONG PIPE ALIGNMENT FOR APPROX 90m UNTIL INVERT MATCHES EXISTING SURFACE. INSTALL BEACHING & WINGWALL AS PER IDM SD 465
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INSTALL AG DRAINS BEHIND BACK OF KERB WHERE NO STORMWATER DRAINAGE IS PROPOSED AS PER COB SD-D2-1 FOR DETAILS
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INSTALL AG DRAINS BEHIND BACK OF KERB WHERE NO STORMWATER DRAINAGE IS PROPOSED AS PER COB SD-D2-1 FOR DETAILS
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KENSINGTON BOULEVARD
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AUBURN DRIVE
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K&C
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K&C
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K&C
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K&C
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K&C
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K&C
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675 RRJCLASS 3 CRB
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201
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EP
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T403.70
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FS409.95
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T409.46
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T411.22
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FS411.61
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FS409.72
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FS409.02
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FS408.93
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FS407.95
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FS408.17
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FS406.90
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FS407.17
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FS405.96
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FS406.55
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FS403.46
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FS405.64
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FS406.13
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FS405.16
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FS403.72
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FS402.73
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FS404.75
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FS405.17
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FS402.47
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FS404.33
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FS406.39
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FS406.18
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FS407.83
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FS407.62
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FS409.64
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FS409.16
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FS410.82
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FS412.57
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FS403.26
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FS403.55
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FS403.49
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FS403.14
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204
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SEP
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LTP126.140
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LTP89.081
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300 RRJCLASS 3 CRB
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18
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18
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14.92
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15.34
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18
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18
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10.06
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A&C2.75
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A16.53
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A&C8.40
A FOR APPROVAL B.I. 23/03/16
A
Map Reference
C
Spiire Australia Pty Ltd
Drg No
Rev
Designed
Checked
Authorised
Drg Status
Sheet Number
Rev Amendments
App'd
Date Standard Drawing RDA1 - Version 20120911
file name 302173R2-FP.dwg layout name R2-4
file location G:\30\302173\ACAD
plotted by Ashley Wilkie plot date 21/2/2017 10:51 AM
spiire
spiire.com.au
ABN 55 050 029 635
PINNACLE ESTATE
STAGE 2
TBM DETAILS
ABIWOOD CREEKSIDE PTY LTD
CITY OF BALLARAT
302173R05
VICROADS 571 M2
05
FOR APPROVAL
21/03/16
A. WILKIE
23/03/16
B. IBBS
23/03/16
C. CLARKE
16 Bridge Street Bendigo Victoria 3550 Australia T 61 3 5448 2500
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Vertical
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Horizontal
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Scale
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0
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0
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5
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10
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15
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20
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25
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5
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10
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15
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20
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25
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1:500,A1
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POINT NO.
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EASTING
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NORTHING
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RL
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DESC
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TBM1
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747017.440
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5835928.175
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404.762
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ROD
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TBM2
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747182.166
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5835890.762
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414.611
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ROD
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TBM3
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747150.750
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5835795.435
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419.994
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SCREW IN ROCK
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SERVICE ROAD
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AUBURN DRIVE
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FUTURE SERVICE ROAD
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SERVICE ROAD
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GLENELG HWY
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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SINGER STREET
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AUBURN DRIVE
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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KENSINGTON BOULEVARD
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201
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204
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208
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202
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203
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206
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207
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218
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215
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219
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220
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210
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213
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211
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214
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212
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216
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217
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205
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209
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CH20.000
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CH40.000
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CH0.000
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H
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H
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H
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226
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225
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227
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230
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224
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231
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223
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222
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221
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K&C
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K&C
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K&C
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K&C
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K&C
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K&C
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TBM 2 E: 747182.166 N: 5835890.762 RL414.611
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TBM 3 E: 747150.750 N: 5835795.435 RL419.994
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TBM 1 E: 747017.440 N: 5835928.175 RL404.762
A FOR APPROVAL B.I. 23/03/16
A
Map Reference
C
Spiire Australia Pty Ltd
Drg No
Rev
Designed
Checked
Authorised
Drg Status
Sheet Number
Rev Amendments
App'd
Date Standard Drawing RDA1 - Version 20120911
file name 302173R3-LS.dwg layout name R3-1
file location G:\30\302173\ACAD
plotted by Ashley Wilkie plot date 21/2/2017 10:51 AM
spiire
spiire.com.au
ABN 55 050 029 635
PINNACLE ESTATE
STAGE 2
ROAD LONG SECTIONS
AUBURN DRIVE
ABIWOOD CREEKSIDE PTY LTD
CITY OF BALLARAT
302173R06
VICROADS 571 M2
06
FOR APPROVAL
21/03/16
A. WILKIE
23/03/16
B. IBBS
23/03/16
C. CLARKE
16 Bridge Street Bendigo Victoria 3550 Australia T 61 3 5448 2500
AutoCAD SHX Text
Vertical
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0
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Horizontal
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Scale
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0
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5
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10
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15
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20
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25
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0.5
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1.0
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1.5
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2.0
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2.5
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H 1:500, V 1:50,A1
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-0.55%
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-3.14%
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-7.17%
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-15.37%
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-8.53%
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DESIGN GRADELINE
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80.00m VC
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20.00m VC
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40.00m VC
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40.00m VC
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VERTICAL GEOMETRY
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115.796
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421.223
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421.133
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421.133
AutoCAD SHX Text
421.069
AutoCAD SHX Text
421.248
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117.796
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421.188
AutoCAD SHX Text
421.104
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421.104
AutoCAD SHX Text
421.030
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421.218
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120.000
AutoCAD SHX Text
421.150
AutoCAD SHX Text
421.072
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421.072
AutoCAD SHX Text
420.986
AutoCAD SHX Text
421.183
AutoCAD SHX Text
127.090
AutoCAD SHX Text
421.017
AutoCAD SHX Text
420.946
AutoCAD SHX Text
420.946
AutoCAD SHX Text
420.844
AutoCAD SHX Text
421.061
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131.789
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420.930
AutoCAD SHX Text
420.858
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420.858
AutoCAD SHX Text
420.751
AutoCAD SHX Text
420.970
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133.056
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420.906
AutoCAD SHX Text
420.833
AutoCAD SHX Text
420.833
AutoCAD SHX Text
420.726
AutoCAD SHX Text
420.945
AutoCAD SHX Text
140.000
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420.777
AutoCAD SHX Text
420.684
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420.684
AutoCAD SHX Text
420.588
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420.796
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160.000
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420.311
AutoCAD SHX Text
420.167
AutoCAD SHX Text
420.167
AutoCAD SHX Text
419.866
AutoCAD SHX Text
420.278
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163.024
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420.227
AutoCAD SHX Text
420.077
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420.077
AutoCAD SHX Text
419.756
AutoCAD SHX Text
420.189
AutoCAD SHX Text
167.090
AutoCAD SHX Text
420.076
AutoCAD SHX Text
419.952
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419.952
AutoCAD SHX Text
419.532
AutoCAD SHX Text
420.064
AutoCAD SHX Text
177.090
AutoCAD SHX Text
419.781
AutoCAD SHX Text
419.517
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419.517
AutoCAD SHX Text
418.906
AutoCAD SHX Text
419.649
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180.000
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419.775
AutoCAD SHX Text
419.379
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419.379
AutoCAD SHX Text
418.746
AutoCAD SHX Text
419.491
AutoCAD SHX Text
187.090
AutoCAD SHX Text
419.703
AutoCAD SHX Text
418.922
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418.922
AutoCAD SHX Text
418.345
AutoCAD SHX Text
419.033
AutoCAD SHX Text
189.524
AutoCAD SHX Text
419.678
AutoCAD SHX Text
418.741
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418.741
AutoCAD SHX Text
417.891
AutoCAD SHX Text
418.853
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200.000
AutoCAD SHX Text
419.494
AutoCAD SHX Text
417.825
AutoCAD SHX Text
417.825
AutoCAD SHX Text
416.768
AutoCAD SHX Text
417.937
AutoCAD SHX Text
207.090
AutoCAD SHX Text
418.321
AutoCAD SHX Text
417.057
AutoCAD SHX Text
417.057
AutoCAD SHX Text
416.309
AutoCAD SHX Text
417.189
AutoCAD SHX Text
220.000
AutoCAD SHX Text
416.543
AutoCAD SHX Text
415.452
AutoCAD SHX Text
415.452
AutoCAD SHX Text
414.866
AutoCAD SHX Text
415.563
AutoCAD SHX Text
225.524
AutoCAD SHX Text
416.635
AutoCAD SHX Text
414.643
AutoCAD SHX Text
414.643
AutoCAD SHX Text
414.000
AutoCAD SHX Text
414.763
AutoCAD SHX Text
227.090
AutoCAD SHX Text
416.248
AutoCAD SHX Text
414.413
AutoCAD SHX Text
414.413
AutoCAD SHX Text
413.830
AutoCAD SHX Text
414.525
AutoCAD SHX Text
240.000
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413.979
AutoCAD SHX Text
412.571
AutoCAD SHX Text
412.571
AutoCAD SHX Text
411.858
AutoCAD SHX Text
412.682
AutoCAD SHX Text
240.775
AutoCAD SHX Text
413.867
AutoCAD SHX Text
412.469
AutoCAD SHX Text
412.469
AutoCAD SHX Text
411.792
AutoCAD SHX Text
412.581
AutoCAD SHX Text
247.090
AutoCAD SHX Text
412.194
AutoCAD SHX Text
411.683
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411.683
AutoCAD SHX Text
411.317
AutoCAD SHX Text
411.792
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255.796
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411.245
AutoCAD SHX Text
410.707
AutoCAD SHX Text
410.707
AutoCAD SHX Text
410.662
AutoCAD SHX Text
410.816
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CHAINAGE
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EX SURFACE
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LEFT BOUNDARY
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LEFT DESIGN
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LIP OF KERB
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RIGHT DESIGN
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LIP OF KERB
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EX SURFACE
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RIGHT BOUNDARY
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DESIGN CENTRELINE
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DATUM RL 409.0
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AUBURN DRIVE
AutoCAD SHX Text
LEFT & RIGHT LIP OF KERB
AutoCAD SHX Text
EXISTING LEFT BOUNDARY
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EXISTING RIGHT BOUNDARY
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-8.53%
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-4.43%
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-6.72%
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3.33%
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DESIGN GRADELINE
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40.00m VC
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40.00m VC
AutoCAD SHX Text
20.00m VC
AutoCAD SHX Text
8.60m VC
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VERTICAL GEOMETRY
AutoCAD SHX Text
250.796
AutoCAD SHX Text
411.720
AutoCAD SHX Text
411.252
AutoCAD SHX Text
411.252
AutoCAD SHX Text
411.032
AutoCAD SHX Text
411.361
AutoCAD SHX Text
260.000
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410.833
AutoCAD SHX Text
410.279
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410.279
AutoCAD SHX Text
410.349
AutoCAD SHX Text
410.391
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265.262
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410.255
AutoCAD SHX Text
409.790
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409.790
AutoCAD SHX Text
409.953
AutoCAD SHX Text
409.902
AutoCAD SHX Text
267.090
AutoCAD SHX Text
410.075
AutoCAD SHX Text
409.631
AutoCAD SHX Text
409.631
AutoCAD SHX Text
409.794
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409.743
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280.000
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408.928
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408.530
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408.530
AutoCAD SHX Text
408.663
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408.641
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293.318
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407.613
AutoCAD SHX Text
407.393
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407.393
AutoCAD SHX Text
407.592
AutoCAD SHX Text
407.505
AutoCAD SHX Text
297.711
AutoCAD SHX Text
407.274
AutoCAD SHX Text
407.018
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407.018
AutoCAD SHX Text
407.273
AutoCAD SHX Text
407.130
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300.000
AutoCAD SHX Text
407.098
AutoCAD SHX Text
406.825
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406.825
AutoCAD SHX Text
407.107
AutoCAD SHX Text
406.937
AutoCAD SHX Text
317.711
AutoCAD SHX Text
405.699
AutoCAD SHX Text
405.525
AutoCAD SHX Text
405.525
AutoCAD SHX Text
405.912
AutoCAD SHX Text
405.628
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320.000
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405.538
AutoCAD SHX Text
405.370
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405.370
AutoCAD SHX Text
405.827
AutoCAD SHX Text
405.482
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326.659
AutoCAD SHX Text
405.220
AutoCAD SHX Text
404.977
AutoCAD SHX Text
404.977
AutoCAD SHX Text
405.581
AutoCAD SHX Text
405.089
AutoCAD SHX Text
337.711
AutoCAD SHX Text
404.693
AutoCAD SHX Text
404.425
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404.425
AutoCAD SHX Text
405.172
AutoCAD SHX Text
404.536
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340.000
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404.585
AutoCAD SHX Text
404.323
AutoCAD SHX Text
404.323
AutoCAD SHX Text
405.087
AutoCAD SHX Text
404.435
AutoCAD SHX Text
345.680
AutoCAD SHX Text
404.318
AutoCAD SHX Text
404.072
AutoCAD SHX Text
404.072
AutoCAD SHX Text
404.770
AutoCAD SHX Text
404.183
AutoCAD SHX Text
355.680
AutoCAD SHX Text
403.679
AutoCAD SHX Text
403.557
AutoCAD SHX Text
403.557
AutoCAD SHX Text
404.033
AutoCAD SHX Text
403.683
AutoCAD SHX Text
357.964
AutoCAD SHX Text
403.521
AutoCAD SHX Text
403.431
AutoCAD SHX Text
403.431
AutoCAD SHX Text
403.864
AutoCAD SHX Text
403.552
AutoCAD SHX Text
360.000
AutoCAD SHX Text
403.374
AutoCAD SHX Text
403.319
AutoCAD SHX Text
403.319
AutoCAD SHX Text
403.717
AutoCAD SHX Text
403.431
AutoCAD SHX Text
365.680
AutoCAD SHX Text
403.068
AutoCAD SHX Text
369.980
AutoCAD SHX Text
402.887
AutoCAD SHX Text
371.429
AutoCAD SHX Text
402.875
AutoCAD SHX Text
374.280
AutoCAD SHX Text
402.922
AutoCAD SHX Text
374.281
AutoCAD SHX Text
CHAINAGE
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EX SURFACE
AutoCAD SHX Text
LEFT BOUNDARY
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LEFT DESIGN
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LIP OF KERB
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RIGHT DESIGN
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LIP OF KERB
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EX SURFACE
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RIGHT BOUNDARY
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DESIGN CENTRELINE
AutoCAD SHX Text
DATUM RL 401.0
AutoCAD SHX Text
AUBURN DRIVE
AutoCAD SHX Text
LEFT & RIGHT LIP OF KERB
AutoCAD SHX Text
EXISTING LEFT BOUNDARY
AutoCAD SHX Text
EXISTING RIGHT BOUNDARY
A FOR APPROVAL B.I. 23/03/16
A
Map Reference
C
Spiire Australia Pty Ltd
Drg No
Rev
Designed
Checked
Authorised
Drg Status
Sheet Number
Rev Amendments
App'd
Date Standard Drawing RDA1 - Version 20120911
file name 302173R3-LS.dwg layout name R3-2
file location G:\30\302173\ACAD
plotted by Ashley Wilkie plot date 21/2/2017 10:51 AM
spiire
spiire.com.au
ABN 55 050 029 635
PINNACLE ESTATE
STAGE 2
ROAD LONG SECTIONS
KENSINGTON BOULEVARD
ABIWOOD CREEKSIDE PTY LTD
CITY OF BALLARAT
302173R07
VICROADS 571 M2
07
FOR APPROVAL
21/03/16
A. WILKIE
23/03/16
B. IBBS
23/03/16
C. CLARKE
16 Bridge Street Bendigo Victoria 3550 Australia T 61 3 5448 2500
AutoCAD SHX Text
Vertical
AutoCAD SHX Text
0
AutoCAD SHX Text
Horizontal
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Scale
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
15
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20
AutoCAD SHX Text
25
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0.5
AutoCAD SHX Text
1.0
AutoCAD SHX Text
1.5
AutoCAD SHX Text
2.0
AutoCAD SHX Text
2.5
AutoCAD SHX Text
H 1:500, V 1:50,A1
AutoCAD SHX Text
-1.56%
AutoCAD SHX Text
DESIGN GRADELINE
AutoCAD SHX Text
VERTICAL GEOMETRY
AutoCAD SHX Text
65.000
AutoCAD SHX Text
403.429
AutoCAD SHX Text
403.506
AutoCAD SHX Text
403.238
AutoCAD SHX Text
403.631
AutoCAD SHX Text
80.000
AutoCAD SHX Text
403.635
AutoCAD SHX Text
403.195
AutoCAD SHX Text
403.272
AutoCAD SHX Text
403.101
AutoCAD SHX Text
403.397
AutoCAD SHX Text
92.619
AutoCAD SHX Text
403.562
AutoCAD SHX Text
402.998
AutoCAD SHX Text
403.074
AutoCAD SHX Text
403.016
AutoCAD SHX Text
403.199
AutoCAD SHX Text
100.000
AutoCAD SHX Text
402.959
AutoCAD SHX Text
402.829
AutoCAD SHX Text
403.084
AutoCAD SHX Text
120.000
AutoCAD SHX Text
403.081
AutoCAD SHX Text
402.647
AutoCAD SHX Text
402.571
AutoCAD SHX Text
402.772
AutoCAD SHX Text
123.189
AutoCAD SHX Text
402.955
AutoCAD SHX Text
402.520
AutoCAD SHX Text
402.597
AutoCAD SHX Text
402.525
AutoCAD SHX Text
402.722
AutoCAD SHX Text
140.000
AutoCAD SHX Text
402.659
AutoCAD SHX Text
402.257
AutoCAD SHX Text
402.334
AutoCAD SHX Text
402.262
AutoCAD SHX Text
402.459
AutoCAD SHX Text
148.546
AutoCAD SHX Text
402.508
AutoCAD SHX Text
402.124
AutoCAD SHX Text
402.201
AutoCAD SHX Text
402.122
AutoCAD SHX Text
402.325
AutoCAD SHX Text
CHAINAGE
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EX SURFACE
AutoCAD SHX Text
LEFT BOUNDARY
AutoCAD SHX Text
LEFT DESIGN
AutoCAD SHX Text
LIP OF KERB
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RIGHT DESIGN
AutoCAD SHX Text
LIP OF KERB
AutoCAD SHX Text
EX SURFACE
AutoCAD SHX Text
RIGHT BOUNDARY
AutoCAD SHX Text
DESIGN CENTRELINE
AutoCAD SHX Text
DATUM RL 399.0
AutoCAD SHX Text
KENSINGTON BVD
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2.26%
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-3.33%
AutoCAD SHX Text
-7.77%
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-5.61%
AutoCAD SHX Text
-1.31%
AutoCAD SHX Text
10.00m VC
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10.00m VC
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20.00m VC
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20.00m VC
AutoCAD SHX Text
20.00m VC
AutoCAD SHX Text
0.000
AutoCAD SHX Text
406.064
AutoCAD SHX Text
406.141
AutoCAD SHX Text
406.266
AutoCAD SHX Text
3.500
AutoCAD SHX Text
406.143
AutoCAD SHX Text
406.220
AutoCAD SHX Text
406.345
AutoCAD SHX Text
7.542
AutoCAD SHX Text
406.189
AutoCAD SHX Text
406.266
AutoCAD SHX Text
406.391
AutoCAD SHX Text
8.500
AutoCAD SHX Text
406.183
AutoCAD SHX Text
406.259
AutoCAD SHX Text
406.388
AutoCAD SHX Text
13.500
AutoCAD SHX Text
406.090
AutoCAD SHX Text
406.167
AutoCAD SHX Text
406.292
AutoCAD SHX Text
15.000
AutoCAD SHX Text
406.040
AutoCAD SHX Text
406.117
AutoCAD SHX Text
406.242
AutoCAD SHX Text
20.000
AutoCAD SHX Text
405.818
AutoCAD SHX Text
405.894
AutoCAD SHX Text
406.019
AutoCAD SHX Text
25.000
AutoCAD SHX Text
405.485
AutoCAD SHX Text
405.561
AutoCAD SHX Text
405.686
AutoCAD SHX Text
35.000
AutoCAD SHX Text
404.775
AutoCAD SHX Text
404.852
AutoCAD SHX Text
404.963
AutoCAD SHX Text
40.000
AutoCAD SHX Text
404.440
AutoCAD SHX Text
404.517
AutoCAD SHX Text
404.642
AutoCAD SHX Text
45.000
AutoCAD SHX Text
404.146
AutoCAD SHX Text
404.223
AutoCAD SHX Text
404.348
AutoCAD SHX Text
55.000
AutoCAD SHX Text
403.712
AutoCAD SHX Text
403.789
AutoCAD SHX Text
403.888
AutoCAD SHX Text
60.000
AutoCAD SHX Text
403.533
AutoCAD SHX Text
403.609
AutoCAD SHX Text
403.734
AutoCAD SHX Text
63.556
AutoCAD SHX Text
403.454
AutoCAD SHX Text
403.531
AutoCAD SHX Text
403.248
AutoCAD SHX Text
403.656
AutoCAD SHX Text
160.000
AutoCAD SHX Text
402.316
AutoCAD SHX Text
401.945
AutoCAD SHX Text
402.022
AutoCAD SHX Text
401.953
AutoCAD SHX Text
402.147
AutoCAD SHX Text
170.445
AutoCAD SHX Text
402.079
AutoCAD SHX Text
401.782
AutoCAD SHX Text
401.858
AutoCAD SHX Text
401.812
AutoCAD SHX Text
401.983
AutoCAD SHX Text
180.000
AutoCAD SHX Text
401.709
AutoCAD SHX Text
401.656
AutoCAD SHX Text
401.834
AutoCAD SHX Text
200.000
AutoCAD SHX Text
401.396
AutoCAD SHX Text
401.384
AutoCAD SHX Text
401.521
AutoCAD SHX Text
205.000
AutoCAD SHX Text
401.419
AutoCAD SHX Text
401.318
AutoCAD SHX Text
401.316
AutoCAD SHX Text
401.443
AutoCAD SHX Text
206.906
AutoCAD SHX Text
401.397
AutoCAD SHX Text
401.289
AutoCAD SHX Text
401.291
AutoCAD SHX Text
401.414
AutoCAD SHX Text
208.739
AutoCAD SHX Text
401.375
AutoCAD SHX Text
401.184
AutoCAD SHX Text
401.261
AutoCAD SHX Text
401.267
AutoCAD SHX Text
401.386
AutoCAD SHX Text
215.000
AutoCAD SHX Text
401.298
AutoCAD SHX Text
401.093
AutoCAD SHX Text
401.170
AutoCAD SHX Text
401.185
AutoCAD SHX Text
401.293
AutoCAD SHX Text
220.000
AutoCAD SHX Text
401.234
AutoCAD SHX Text
401.021
AutoCAD SHX Text
401.098
AutoCAD SHX Text
401.120
AutoCAD SHX Text
401.223
AutoCAD SHX Text
225.000
AutoCAD SHX Text
401.156
AutoCAD SHX Text
400.954
AutoCAD SHX Text
401.031
AutoCAD SHX Text
401.055
AutoCAD SHX Text
401.156
AutoCAD SHX Text
229.344
AutoCAD SHX Text
401.099
AutoCAD SHX Text
400.897
AutoCAD SHX Text
400.974
AutoCAD SHX Text
401.003
AutoCAD SHX Text
401.099
AutoCAD SHX Text
240.000
AutoCAD SHX Text
400.958
AutoCAD SHX Text
400.757
AutoCAD SHX Text
400.834
AutoCAD SHX Text
400.855
AutoCAD SHX Text
400.959
AutoCAD SHX Text
248.546
AutoCAD SHX Text
400.815
AutoCAD SHX Text
400.645
AutoCAD SHX Text
400.722
AutoCAD SHX Text
400.723
AutoCAD SHX Text
400.847
AutoCAD SHX Text
RIGHT LIP OF KERB
AutoCAD SHX Text
LEFT LIP OF KERB
AutoCAD SHX Text
EXISTING LEFT BOUNDARY
AutoCAD SHX Text
EXISTING RIGHT BOUNDARY
B AMENDED AS PER COUNCIL COMMENTS 02/06/16 B.I. 2/11/16
A FOR APPROVAL B.I. 23/03/16
Map Reference
C
Spiire Australia Pty Ltd
Drg No
Rev
Designed
Checked
Authorised
Drg Status
Sheet Number
Rev Amendments
App'd
Date Standard Drawing RDA1 - Version 20120911
file name 302173R4-XS.dwg layout name R4-1
file location G:\30\302173\ACAD
plotted by Ashley Wilkie plot date 21/2/2017 10:51 AM
spiire
spiire.com.au
ABN 55 050 029 635
PINNACLE ESTATE
STAGE 2
ROAD CROSS SECTIONS
AUBURN DRIVE
ABIWOOD CREEKSIDE PTY LTD
CITY OF BALLARAT
302173R08
VICROADS 571 M2
08
FOR APPROVAL
21/03/16
A. WILKIE
23/03/16
B. IBBS
23/03/16
C. CLARKE
16 Bridge Street Bendigo Victoria 3550 Australia T 61 3 5448 2500 B
AutoCAD SHX Text
Horizontal
AutoCAD SHX Text
Scale
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
H 1:100, V 1:50,A1
AutoCAD SHX Text
Vertical
AutoCAD SHX Text
0
AutoCAD SHX Text
0.5
AutoCAD SHX Text
1.0
AutoCAD SHX Text
1.5
AutoCAD SHX Text
2.0
AutoCAD SHX Text
2.5
AutoCAD SHX Text
B
AutoCAD SHX Text
FOOTPATH
AutoCAD SHX Text
FOOTPATH
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
CH 165.80
AutoCAD SHX Text
AUBURN DRIVE
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
1 in 32.9
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
-9.000
AutoCAD SHX Text
420.124
AutoCAD SHX Text
420.238
AutoCAD SHX Text
-8.950
AutoCAD SHX Text
420.123
AutoCAD SHX Text
420.237
AutoCAD SHX Text
-7.450
AutoCAD SHX Text
420.082
AutoCAD SHX Text
420.199
AutoCAD SHX Text
-3.950
AutoCAD SHX Text
419.985
AutoCAD SHX Text
420.093
AutoCAD SHX Text
-3.350
AutoCAD SHX Text
419.969
AutoCAD SHX Text
419.993
AutoCAD SHX Text
0.000
AutoCAD SHX Text
419.877
AutoCAD SHX Text
420.104
AutoCAD SHX Text
3.350
AutoCAD SHX Text
419.785
AutoCAD SHX Text
419.993
AutoCAD SHX Text
3.950
AutoCAD SHX Text
419.768
AutoCAD SHX Text
420.093
AutoCAD SHX Text
7.450
AutoCAD SHX Text
419.658
AutoCAD SHX Text
420.180
AutoCAD SHX Text
8.950
AutoCAD SHX Text
419.623
AutoCAD SHX Text
420.218
AutoCAD SHX Text
9.000
AutoCAD SHX Text
419.621
AutoCAD SHX Text
420.219
AutoCAD SHX Text
OFFSET
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.419.0
AutoCAD SHX Text
CH 189.52
AutoCAD SHX Text
AUBURN DRIVE
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
1 in 13
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
-9.000
AutoCAD SHX Text
419.678
AutoCAD SHX Text
419.149
AutoCAD SHX Text
-8.950
AutoCAD SHX Text
419.675
AutoCAD SHX Text
419.148
AutoCAD SHX Text
-7.450
AutoCAD SHX Text
419.605
AutoCAD SHX Text
419.110
AutoCAD SHX Text
-3.950
AutoCAD SHX Text
419.126
AutoCAD SHX Text
418.841
AutoCAD SHX Text
-3.350
AutoCAD SHX Text
418.936
AutoCAD SHX Text
418.741
AutoCAD SHX Text
0.000
AutoCAD SHX Text
417.925
AutoCAD SHX Text
418.853
AutoCAD SHX Text
3.350
AutoCAD SHX Text
417.848
AutoCAD SHX Text
418.741
AutoCAD SHX Text
3.950
AutoCAD SHX Text
417.907
AutoCAD SHX Text
418.841
AutoCAD SHX Text
7.450
AutoCAD SHX Text
418.079
AutoCAD SHX Text
418.929
AutoCAD SHX Text
8.950
AutoCAD SHX Text
417.897
AutoCAD SHX Text
418.966
AutoCAD SHX Text
9.000
AutoCAD SHX Text
417.891
AutoCAD SHX Text
418.967
AutoCAD SHX Text
OFFSET
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.417.0
AutoCAD SHX Text
CH 214.52
AutoCAD SHX Text
AUBURN DRIVE
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
1 in 13
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
-9.000
AutoCAD SHX Text
416.930
AutoCAD SHX Text
416.591
AutoCAD SHX Text
-8.950
AutoCAD SHX Text
416.912
AutoCAD SHX Text
416.590
AutoCAD SHX Text
-7.450
AutoCAD SHX Text
417.094
AutoCAD SHX Text
416.552
AutoCAD SHX Text
-3.950
AutoCAD SHX Text
416.954
AutoCAD SHX Text
416.283
AutoCAD SHX Text
-3.350
AutoCAD SHX Text
416.935
AutoCAD SHX Text
416.183
AutoCAD SHX Text
0.000
AutoCAD SHX Text
416.262
AutoCAD SHX Text
416.295
AutoCAD SHX Text
3.350
AutoCAD SHX Text
416.109
AutoCAD SHX Text
416.183
AutoCAD SHX Text
3.950
AutoCAD SHX Text
416.057
AutoCAD SHX Text
416.283
AutoCAD SHX Text
7.450
AutoCAD SHX Text
415.750
AutoCAD SHX Text
416.371
AutoCAD SHX Text
8.950
AutoCAD SHX Text
415.618
AutoCAD SHX Text
416.408
AutoCAD SHX Text
9.000
AutoCAD SHX Text
415.614
AutoCAD SHX Text
416.409
AutoCAD SHX Text
OFFSET
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.414.0
AutoCAD SHX Text
CH 240.78
AutoCAD SHX Text
AUBURN DRIVE
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
1 in 13
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
-9.000
AutoCAD SHX Text
413.867
AutoCAD SHX Text
412.877
AutoCAD SHX Text
-8.950
AutoCAD SHX Text
413.858
AutoCAD SHX Text
412.876
AutoCAD SHX Text
-7.450
AutoCAD SHX Text
413.583
AutoCAD SHX Text
412.839
AutoCAD SHX Text
-3.950
AutoCAD SHX Text
412.973
AutoCAD SHX Text
412.569
AutoCAD SHX Text
-3.350
AutoCAD SHX Text
412.876
AutoCAD SHX Text
412.469
AutoCAD SHX Text
0.000
AutoCAD SHX Text
412.428
AutoCAD SHX Text
412.581
AutoCAD SHX Text
3.350
AutoCAD SHX Text
412.077
AutoCAD SHX Text
412.469
AutoCAD SHX Text
3.950
AutoCAD SHX Text
412.014
AutoCAD SHX Text
412.569
AutoCAD SHX Text
7.450
AutoCAD SHX Text
411.850
AutoCAD SHX Text
412.657
AutoCAD SHX Text
8.950
AutoCAD SHX Text
411.794
AutoCAD SHX Text
412.694
AutoCAD SHX Text
9.000
AutoCAD SHX Text
411.792
AutoCAD SHX Text
412.696
AutoCAD SHX Text
OFFSET
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.411.0
AutoCAD SHX Text
CH 265.26
AutoCAD SHX Text
AUBURN DRIVE
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
1 in 26.8
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
-9.000
AutoCAD SHX Text
410.255
AutoCAD SHX Text
410.060
AutoCAD SHX Text
-8.950
AutoCAD SHX Text
410.254
AutoCAD SHX Text
410.058
AutoCAD SHX Text
-7.450
AutoCAD SHX Text
410.220
AutoCAD SHX Text
410.021
AutoCAD SHX Text
-3.950
AutoCAD SHX Text
410.141
AutoCAD SHX Text
409.890
AutoCAD SHX Text
-3.350
AutoCAD SHX Text
410.125
AutoCAD SHX Text
409.790
AutoCAD SHX Text
0.000
AutoCAD SHX Text
410.055
AutoCAD SHX Text
409.902
AutoCAD SHX Text
3.350
AutoCAD SHX Text
410.017
AutoCAD SHX Text
409.790
AutoCAD SHX Text
3.950
AutoCAD SHX Text
410.011
AutoCAD SHX Text
409.890
AutoCAD SHX Text
7.450
AutoCAD SHX Text
409.971
AutoCAD SHX Text
409.978
AutoCAD SHX Text
8.950
AutoCAD SHX Text
409.954
AutoCAD SHX Text
410.015
AutoCAD SHX Text
9.000
AutoCAD SHX Text
409.953
AutoCAD SHX Text
410.016
AutoCAD SHX Text
OFFSET
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.408.0
AutoCAD SHX Text
CH 297.82
AutoCAD SHX Text
AUBURN DRIVE
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
-9.000
AutoCAD SHX Text
407.266
AutoCAD SHX Text
407.235
AutoCAD SHX Text
-8.950
AutoCAD SHX Text
407.266
AutoCAD SHX Text
407.234
AutoCAD SHX Text
-7.450
AutoCAD SHX Text
407.271
AutoCAD SHX Text
407.196
AutoCAD SHX Text
-3.950
AutoCAD SHX Text
407.282
AutoCAD SHX Text
407.109
AutoCAD SHX Text
-3.350
AutoCAD SHX Text
407.284
AutoCAD SHX Text
407.009
AutoCAD SHX Text
0.000
AutoCAD SHX Text
407.290
AutoCAD SHX Text
407.120
AutoCAD SHX Text
3.350
AutoCAD SHX Text
407.294
AutoCAD SHX Text
407.009
AutoCAD SHX Text
3.950
AutoCAD SHX Text
407.295
AutoCAD SHX Text
407.109
AutoCAD SHX Text
7.450
AutoCAD SHX Text
407.274
AutoCAD SHX Text
407.196
AutoCAD SHX Text
8.950
AutoCAD SHX Text
407.265
AutoCAD SHX Text
407.234
AutoCAD SHX Text
9.000
AutoCAD SHX Text
407.265
AutoCAD SHX Text
407.235
AutoCAD SHX Text
OFFSET
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.406.0
AutoCAD SHX Text
CH 326.60
AutoCAD SHX Text
AUBURN DRIVE
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
-9.000
AutoCAD SHX Text
405.223
AutoCAD SHX Text
405.206
AutoCAD SHX Text
-8.950
AutoCAD SHX Text
405.224
AutoCAD SHX Text
405.205
AutoCAD SHX Text
-7.450
AutoCAD SHX Text
405.261
AutoCAD SHX Text
405.168
AutoCAD SHX Text
-3.950
AutoCAD SHX Text
405.361
AutoCAD SHX Text
405.080
AutoCAD SHX Text
-3.350
AutoCAD SHX Text
405.379
AutoCAD SHX Text
404.980
AutoCAD SHX Text
0.000
AutoCAD SHX Text
405.466
AutoCAD SHX Text
405.092
AutoCAD SHX Text
3.350
AutoCAD SHX Text
405.510
AutoCAD SHX Text
404.980
AutoCAD SHX Text
3.950
AutoCAD SHX Text
405.517
AutoCAD SHX Text
405.080
AutoCAD SHX Text
7.450
AutoCAD SHX Text
405.563
AutoCAD SHX Text
405.168
AutoCAD SHX Text
8.950
AutoCAD SHX Text
405.582
AutoCAD SHX Text
405.205
AutoCAD SHX Text
9.000
AutoCAD SHX Text
405.583
AutoCAD SHX Text
405.206
AutoCAD SHX Text
OFFSET
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.404.0
AutoCAD SHX Text
CH 361.32
AutoCAD SHX Text
AUBURN DRIVE
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
-9.000
AutoCAD SHX Text
403.289
AutoCAD SHX Text
403.472
AutoCAD SHX Text
-8.950
AutoCAD SHX Text
403.290
AutoCAD SHX Text
403.471
AutoCAD SHX Text
-7.450
AutoCAD SHX Text
403.317
AutoCAD SHX Text
403.433
AutoCAD SHX Text
-3.950
AutoCAD SHX Text
403.380
AutoCAD SHX Text
403.346
AutoCAD SHX Text
-3.350
AutoCAD SHX Text
403.391
AutoCAD SHX Text
403.246
AutoCAD SHX Text
0.000
AutoCAD SHX Text
403.452
AutoCAD SHX Text
403.357
AutoCAD SHX Text
3.350
AutoCAD SHX Text
403.513
AutoCAD SHX Text
403.246
AutoCAD SHX Text
3.950
AutoCAD SHX Text
403.523
AutoCAD SHX Text
403.346
AutoCAD SHX Text
7.450
AutoCAD SHX Text
403.587
AutoCAD SHX Text
403.433
AutoCAD SHX Text
8.950
AutoCAD SHX Text
403.616
AutoCAD SHX Text
403.471
AutoCAD SHX Text
9.000
AutoCAD SHX Text
403.617
AutoCAD SHX Text
403.472
AutoCAD SHX Text
OFFSET
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.402.0
A FOR APPROVAL B.I. 23/03/16
Map Reference
C
Spiire Australia Pty Ltd
Drg No
Rev
Designed
Checked
Authorised
Drg Status
Sheet Number
Rev Amendments
App'd
Date Standard Drawing RDA1 - Version 20120911
file name 302173R4-XS.dwg layout name R4-2
file location G:\30\302173\ACAD
plotted by Ashley Wilkie plot date 21/2/2017 10:51 AM
spiire
spiire.com.au
ABN 55 050 029 635
PINNACLE ESTATE
STAGE 2
ROAD CROSS SECTIONS
KENSINGTON BOULEVARD
ABIWOOD CREEKSIDE PTY LTD
CITY OF BALLARAT
302173R09
VICROADS 571 M2
09
FOR APPROVAL
21/03/16
A. WILKIE
23/03/16
B. IBBS
23/03/16
C. CLARKE
16 Bridge Street Bendigo Victoria 3550 Australia T 61 3 5448 2500 A
AutoCAD SHX Text
Horizontal
AutoCAD SHX Text
Scale
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
H 1:100, V 1:50,A1
AutoCAD SHX Text
Vertical
AutoCAD SHX Text
0
AutoCAD SHX Text
0.5
AutoCAD SHX Text
1.0
AutoCAD SHX Text
1.5
AutoCAD SHX Text
2.0
AutoCAD SHX Text
2.5
AutoCAD SHX Text
CH 63.56
AutoCAD SHX Text
KENSINGTON BOULEVARD
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
1 in 20
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 20
AutoCAD SHX Text
1 in 6
AutoCAD SHX Text
-11.500
AutoCAD SHX Text
403.958
AutoCAD SHX Text
403.759
AutoCAD SHX Text
-11.450
AutoCAD SHX Text
403.956
AutoCAD SHX Text
403.756
AutoCAD SHX Text
-9.950
AutoCAD SHX Text
403.907
AutoCAD SHX Text
403.719
AutoCAD SHX Text
-6.650
AutoCAD SHX Text
403.800
AutoCAD SHX Text
403.554
AutoCAD SHX Text
-6.050
AutoCAD SHX Text
403.781
AutoCAD SHX Text
403.454
AutoCAD SHX Text
0.000
AutoCAD SHX Text
403.584
AutoCAD SHX Text
403.656
AutoCAD SHX Text
3.750
AutoCAD SHX Text
403.462
AutoCAD SHX Text
403.531
AutoCAD SHX Text
4.350
AutoCAD SHX Text
403.443
AutoCAD SHX Text
403.631
AutoCAD SHX Text
7.350
AutoCAD SHX Text
403.337
AutoCAD SHX Text
403.781
AutoCAD SHX Text
10.883
AutoCAD SHX Text
403.192
AutoCAD SHX Text
403.192
AutoCAD SHX Text
OFFSET
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.402.0
AutoCAD SHX Text
CH 92.62
AutoCAD SHX Text
KENSINGTON BOULEVARD
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
1 in 20
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 20
AutoCAD SHX Text
-11.500
AutoCAD SHX Text
403.562
AutoCAD SHX Text
403.303
AutoCAD SHX Text
-11.450
AutoCAD SHX Text
403.558
AutoCAD SHX Text
403.300
AutoCAD SHX Text
-9.950
AutoCAD SHX Text
403.511
AutoCAD SHX Text
403.263
AutoCAD SHX Text
-6.650
AutoCAD SHX Text
403.430
AutoCAD SHX Text
403.098
AutoCAD SHX Text
-6.050
AutoCAD SHX Text
403.416
AutoCAD SHX Text
402.998
AutoCAD SHX Text
0.000
AutoCAD SHX Text
403.269
AutoCAD SHX Text
403.199
AutoCAD SHX Text
3.750
AutoCAD SHX Text
403.178
AutoCAD SHX Text
403.074
AutoCAD SHX Text
4.350
AutoCAD SHX Text
403.161
AutoCAD SHX Text
403.174
AutoCAD SHX Text
7.350
AutoCAD SHX Text
403.077
AutoCAD SHX Text
403.324
AutoCAD SHX Text
18.124
AutoCAD SHX Text
402.786
AutoCAD SHX Text
402.786
AutoCAD SHX Text
OFFSET
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.401.0
AutoCAD SHX Text
CH 123.19
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KENSINGTON BOULEVARD
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1 in 40
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1 in 20
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 20
AutoCAD SHX Text
1 in 6
AutoCAD SHX Text
-11.500
AutoCAD SHX Text
402.955
AutoCAD SHX Text
402.825
AutoCAD SHX Text
-11.450
AutoCAD SHX Text
402.952
AutoCAD SHX Text
402.823
AutoCAD SHX Text
-9.950
AutoCAD SHX Text
402.845
AutoCAD SHX Text
402.785
AutoCAD SHX Text
-6.650
AutoCAD SHX Text
402.775
AutoCAD SHX Text
402.620
AutoCAD SHX Text
-6.050
AutoCAD SHX Text
402.762
AutoCAD SHX Text
402.520
AutoCAD SHX Text
0.000
AutoCAD SHX Text
402.665
AutoCAD SHX Text
402.722
AutoCAD SHX Text
3.750
AutoCAD SHX Text
402.610
AutoCAD SHX Text
402.597
AutoCAD SHX Text
4.350
AutoCAD SHX Text
402.601
AutoCAD SHX Text
402.697
AutoCAD SHX Text
7.350
AutoCAD SHX Text
402.556
AutoCAD SHX Text
402.847
AutoCAD SHX Text
9.262
AutoCAD SHX Text
402.528
AutoCAD SHX Text
402.528
AutoCAD SHX Text
OFFSET
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EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.401.0
AutoCAD SHX Text
CH 148.55
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KENSINGTON BOULEVARD
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1 in 40
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1 in 20
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1 in 20
AutoCAD SHX Text
1 in 6
AutoCAD SHX Text
-11.500
AutoCAD SHX Text
402.508
AutoCAD SHX Text
402.429
AutoCAD SHX Text
-11.450
AutoCAD SHX Text
402.507
AutoCAD SHX Text
402.426
AutoCAD SHX Text
-9.950
AutoCAD SHX Text
402.474
AutoCAD SHX Text
402.389
AutoCAD SHX Text
-6.650
AutoCAD SHX Text
402.406
AutoCAD SHX Text
402.224
AutoCAD SHX Text
-6.050
AutoCAD SHX Text
402.395
AutoCAD SHX Text
402.124
AutoCAD SHX Text
0.000
AutoCAD SHX Text
402.282
AutoCAD SHX Text
402.325
AutoCAD SHX Text
3.750
AutoCAD SHX Text
402.215
AutoCAD SHX Text
402.201
AutoCAD SHX Text
4.350
AutoCAD SHX Text
402.205
AutoCAD SHX Text
402.301
AutoCAD SHX Text
7.350
AutoCAD SHX Text
402.157
AutoCAD SHX Text
402.451
AutoCAD SHX Text
9.299
AutoCAD SHX Text
402.126
AutoCAD SHX Text
402.126
AutoCAD SHX Text
OFFSET
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EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
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SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.401.0
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FOOTPATH
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BL
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BL
B AMENDED AS PER COUNCIL COMMENTS 02/06/16 B.I. 2/11/16
A FOR APPROVAL B.I. 23/03/16
B
Map Reference
C
Spiire Australia Pty Ltd
Drg No
Rev
Designed
Checked
Authorised
Drg Status
Sheet Number
Rev Amendments
App'd
Date Standard Drawing RDA1 - Version 20120911
file name 302173R5-INT.dwg layout name R5-1
file location G:\30\302173\ACAD
plotted by Ashley Wilkie plot date 21/2/2017 10:51 AM
spiire
spiire.com.au
ABN 55 050 029 635
PINNACLE ESTATE
STAGE 2
KERB RETURN SETOUT
ABIWOOD CREEKSIDE PTY LTD
CITY OF BALLARAT
302173R10
VICROADS 571 M2
10
FOR APPROVAL
21/03/16
A. WILKIE
23/03/16
B. IBBS
23/03/16
C. CLARKE
16 Bridge Street Bendigo Victoria 3550 Australia T 61 3 5448 2500
NOTE: 1. XY SETOUT TO PIT CENTRE 2. SETOUT LEVEL TO PIT COVER LEVEL
AutoCAD SHX Text
CH 0.00
AutoCAD SHX Text
OPEN DRAIN
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1 in 3
AutoCAD SHX Text
1 in 3
AutoCAD SHX Text
-3.468
AutoCAD SHX Text
401.768
AutoCAD SHX Text
401.768
AutoCAD SHX Text
-0.250
AutoCAD SHX Text
401.736
AutoCAD SHX Text
400.696
AutoCAD SHX Text
0.000
AutoCAD SHX Text
401.733
AutoCAD SHX Text
400.696
AutoCAD SHX Text
0.250
AutoCAD SHX Text
401.731
AutoCAD SHX Text
400.696
AutoCAD SHX Text
3.263
AutoCAD SHX Text
401.700
AutoCAD SHX Text
401.700
AutoCAD SHX Text
OFFSET
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EXISTING
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SURFACE LEVEL
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DESIGN
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SURFACE LEVEL
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DATUM R.L.400.0
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CH 20.00
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OPEN DRAIN
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1 in 3
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1 in 3
AutoCAD SHX Text
-2.633
AutoCAD SHX Text
401.423
AutoCAD SHX Text
401.423
AutoCAD SHX Text
-0.250
AutoCAD SHX Text
401.417
AutoCAD SHX Text
400.629
AutoCAD SHX Text
0.000
AutoCAD SHX Text
401.416
AutoCAD SHX Text
400.629
AutoCAD SHX Text
0.250
AutoCAD SHX Text
401.415
AutoCAD SHX Text
400.629
AutoCAD SHX Text
2.590
AutoCAD SHX Text
401.409
AutoCAD SHX Text
401.409
AutoCAD SHX Text
OFFSET
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EXISTING
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SURFACE LEVEL
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DESIGN
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SURFACE LEVEL
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DATUM R.L.400.0
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CH 40.00
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OPEN DRAIN
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1 in 3
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1 in 3
AutoCAD SHX Text
-2.010
AutoCAD SHX Text
401.149
AutoCAD SHX Text
401.149
AutoCAD SHX Text
-0.250
AutoCAD SHX Text
401.146
AutoCAD SHX Text
400.562
AutoCAD SHX Text
0.000
AutoCAD SHX Text
401.145
AutoCAD SHX Text
400.562
AutoCAD SHX Text
0.250
AutoCAD SHX Text
401.145
AutoCAD SHX Text
400.562
AutoCAD SHX Text
1.986
AutoCAD SHX Text
401.141
AutoCAD SHX Text
401.141
AutoCAD SHX Text
OFFSET
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EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.400.0
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CH 60.00
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OPEN DRAIN
AutoCAD SHX Text
1 in 3
AutoCAD SHX Text
1 in 3
AutoCAD SHX Text
-1.420
AutoCAD SHX Text
400.886
AutoCAD SHX Text
400.886
AutoCAD SHX Text
-0.250
AutoCAD SHX Text
400.882
AutoCAD SHX Text
400.496
AutoCAD SHX Text
0.000
AutoCAD SHX Text
400.881
AutoCAD SHX Text
400.496
AutoCAD SHX Text
0.250
AutoCAD SHX Text
400.881
AutoCAD SHX Text
400.496
AutoCAD SHX Text
1.394
AutoCAD SHX Text
400.877
AutoCAD SHX Text
400.877
AutoCAD SHX Text
OFFSET
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EXISTING
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SURFACE LEVEL
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DESIGN
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SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.399.0
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CH 80.00
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OPEN DRAIN
AutoCAD SHX Text
-0.639
AutoCAD SHX Text
400.559
AutoCAD SHX Text
400.559
AutoCAD SHX Text
-0.250
AutoCAD SHX Text
400.559
AutoCAD SHX Text
400.429
AutoCAD SHX Text
0.000
AutoCAD SHX Text
400.560
AutoCAD SHX Text
400.429
AutoCAD SHX Text
0.250
AutoCAD SHX Text
400.560
AutoCAD SHX Text
400.429
AutoCAD SHX Text
0.644
AutoCAD SHX Text
400.561
AutoCAD SHX Text
400.561
AutoCAD SHX Text
OFFSET
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EXISTING
AutoCAD SHX Text
SURFACE LEVEL
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DESIGN
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SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.399.0
AutoCAD SHX Text
CH 91.56
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OPEN DRAIN
AutoCAD SHX Text
-0.250
AutoCAD SHX Text
400.390
AutoCAD SHX Text
400.391
AutoCAD SHX Text
0.000
AutoCAD SHX Text
400.390
AutoCAD SHX Text
400.391
AutoCAD SHX Text
0.250
AutoCAD SHX Text
400.391
AutoCAD SHX Text
400.391
AutoCAD SHX Text
OFFSET
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EXISTING
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
SURFACE LEVEL
AutoCAD SHX Text
DATUM R.L.399.0
AutoCAD SHX Text
-0.33%
AutoCAD SHX Text
DESIGN GRADELINE
AutoCAD SHX Text
VERTICAL GEOMETRY
AutoCAD SHX Text
0.000
AutoCAD SHX Text
401.768
AutoCAD SHX Text
401.700
AutoCAD SHX Text
400.696
AutoCAD SHX Text
20.000
AutoCAD SHX Text
401.423
AutoCAD SHX Text
401.409
AutoCAD SHX Text
400.629
AutoCAD SHX Text
28.360
AutoCAD SHX Text
401.310
AutoCAD SHX Text
401.297
AutoCAD SHX Text
400.601
AutoCAD SHX Text
33.200
AutoCAD SHX Text
401.243
AutoCAD SHX Text
401.232
AutoCAD SHX Text
400.585
AutoCAD SHX Text
40.000
AutoCAD SHX Text
401.149
AutoCAD SHX Text
401.141
AutoCAD SHX Text
400.562
AutoCAD SHX Text
42.785
AutoCAD SHX Text
401.112
AutoCAD SHX Text
401.105
AutoCAD SHX Text
400.553
AutoCAD SHX Text
60.000
AutoCAD SHX Text
400.886
AutoCAD SHX Text
400.877
AutoCAD SHX Text
400.496
AutoCAD SHX Text
67.100
AutoCAD SHX Text
400.758
AutoCAD SHX Text
400.757
AutoCAD SHX Text
400.472
AutoCAD SHX Text
80.000
AutoCAD SHX Text
400.559
AutoCAD SHX Text
400.561
AutoCAD SHX Text
400.429
AutoCAD SHX Text
90.571
AutoCAD SHX Text
400.405
AutoCAD SHX Text
400.405
AutoCAD SHX Text
400.394
AutoCAD SHX Text
91.562
AutoCAD SHX Text
400.391
AutoCAD SHX Text
400.391
AutoCAD SHX Text
400.391
AutoCAD SHX Text
CHAINAGE
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EX SURFACE
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LEFT TOP OF BATTER
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EX SURFACE
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RIGHT TOP OF BATTER
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DESIGN CENTRELINE
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DATUM RL 399.0
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OPEN DRAIN
B AMENDED AS PER COUNCIL COMMENTS 02/06/16 B.I. 2/11/16
A FOR APPROVAL B.I. 23/03/16
NOT TO SCALE
B
Map Reference
C
Spiire Australia Pty Ltd
Drg No
Rev
Designed
Checked
Authorised
Drg Status
Sheet Number
Rev Amendments
App'd
Date Standard Drawing RDA1 - Version 20120911
file name 302173R7-STD.dwg layout name R7-1
file location G:\30\302173\ACAD
plotted by Ashley Wilkie plot date 21/2/2017 10:51 AM
spiire
spiire.com.au
ABN 55 050 029 635
PINNACLE ESTATE
STAGE 2
STANDARD DETAILS
ABIWOOD CREEKSIDE PTY LTD
CITY OF BALLARAT
302173R14
VICROADS 571 M2
14
FOR APPROVAL
21/03/16
A. WILKIE
23/03/16
B. IBBS
23/03/16
C. CLARKE
16 Bridge Street Bendigo Victoria 3550 Australia T 61 3 5448 2500
≥ ≤ ≥ ≤
AutoCAD SHX Text
PAVEMENT DETAILS THE PAVEMENT DESIGNS SHOWN HERE HAVE BEEN DESIGNED/PROVIDED BY TONKIN & TAYLOR PTY LTD WHO ARE RESP0NSIBLE FOR TONKIN & TAYLOR PTY LTD WHO ARE RESP0NSIBLE FOR WHO ARE RESP0NSIBLE FOR THE GEOTECHNICAL WORK ON THIS PROJECT. SPIIRE IS NOT RESPONSIBLE FOR THE WORK OF TONKIN & TAYLOR PTY LTD. TONKIN & TAYLOR PTY LTD. . THE DESIGN HAS BEEN EXTRACTED FROM THE TONKIN & TAYLOR PTY LTD REPORT ON "GEOTECHNICAL INVESTIGATION PINNACLE TONKIN & TAYLOR PTY LTD REPORT ON "GEOTECHNICAL INVESTIGATION PINNACLE REPORT ON "GEOTECHNICAL INVESTIGATION PINNACLE PINNACLE ESTATE " THIS DOCUMENT SHOULD BE REVIEWED TO ENSURE THAT THE DESIGN HAS BEEN ACCURATELY REPRODUCED. " THIS DOCUMENT SHOULD BE REVIEWED TO ENSURE THAT THE DESIGN HAS BEEN ACCURATELY REPRODUCED. A COPY OF THE DOCUMENT WILL BE PROVIDED TO YOU ON REQUEST. SPIIRE DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE ACCURACY, ADEQUACY OR APPROPRIATENESS OF THE GEOTECHNICAL WORK AND PAVEMENT DESIGNS. ANY QUERIES IN RESPECT TO THE GEOTECHNICAL WORK AND PAVEMENT DESIGNS SHOULD BE ADDRESSED TO TONKIN & TAYLOR PTY TONKIN & TAYLOR PTY LTD AND SENT TO SPIIRE. AND SENT TO SPIIRE.
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Scale
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B
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INVERT
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PROPERTY LINE
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%%uTYPICAL CATCH DRAIN SECTION
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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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%%uLOT FILLING AT STAGE BOUNDARY
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0.50m (min)
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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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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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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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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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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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EDGE STRIP
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NOT TO SCALE
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STANDARD KERB PROFILES
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B2 - STANDARD KERB & CHANNEL
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600
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300
AutoCAD SHX Text
110
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40
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450
AutoCAD SHX Text
150
AutoCAD SHX Text
40
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25x25 CHAMFER
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150
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25R
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25R
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100
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CLASS 3 110 FCR BEDDING
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B3 - STANDARD KERB & CHANNEL
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600
AutoCAD SHX Text
300
AutoCAD SHX Text
110
AutoCAD SHX Text
40
AutoCAD SHX Text
450
AutoCAD SHX Text
140
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10
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25x25 CHAMFER
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150
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25R
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25R
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100
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CLASS 3 110 FCR BEDDING
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KERB ADAPTOR AS PER IDM SD140
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100 PVC
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TYPICAL KERB ADAPTOR DETAIL GENERALLY AS PER IDM SD140
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PAVEMENTS DESIGN
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PAVEMENT THICKNESS
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STREET NAME
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BASE COURSE (mm) CLASS 1. 20mm FCR. COMPACTED TO 98% (MMDD)
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ASPHALT WEARING COURSE (mm) SIZE 10mm TYPE N ASPHALT CLASS 320 BITUMEN
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SUBGRADE (mm) MATERIAL AS FOUND (MIN CBR OF 2%). COMPACTED TO 98% (SMDD)
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35mm
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465
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160mm
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AUBURN DRIVE
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200mm
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SUBBASE COURSE (mm) CLASS 3. 20mm FCR. COMPACTED TO 96% (MMDD)
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110mm
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PRIMER COURSE PRIME OR 7mm PRIMERSEAL
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CAPPING LAYER (mm) SELECT FILL OR STABILISED CLAY MEETING THE FOLLOWING MATERIAL PROPERTIES: CBR 7%, SWELL 1.5% COMPACTED TO 98% (SMDD)7%, SWELL 1.5% COMPACTED TO 98% (SMDD)1.5% COMPACTED TO 98% (SMDD)
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160mm
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PAVEMENTS DESIGN
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PAVEMENT THICKNESS
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STREET NAME
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BASE COURSE (mm) CLASS 1. 20mm FCR. COMPACTED TO 100% (MMDD)
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ASPHALT WEARING COURSE (mm) SIZE 14mm TYPE HP ASPHALT A10E BITUMEN
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40mm
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570
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150mm
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KENSINGTON BVD
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SUBBASE COURSE (mm) CLASS 3. 40mm FCR. COMPACTED TO 98% (MMDD)
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180mm
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PRIMER COURSE PRIME OR 7mm PRIMERSEAL
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SUBGRADE (mm) MATERIAL AS FOUND (MIN CBR OF 2%). COMPACTED TO 98% (SMDD)
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200mm
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CAPPING LAYER (mm) SELECT FILL OR STABILISED CLAY MEETING THE FOLLOWING MATERIAL PROPERTIES: CBR 7%, SWELL 1.5% COMPACTED TO 98% (SMDD)7%, SWELL 1.5% COMPACTED TO 98% (SMDD)1.5% COMPACTED TO 98% (SMDD)
AutoCAD SHX Text
200mm
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YES
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YES
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GENERALLY AS PER COB SD-K3-2 FOOTPATH TO BE 25MPa FOR RESIDENTIAL
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(NOT TO SCALE)
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FOOTPATH
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125
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1500
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50
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CONCRETE
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SL72 MESH REINFORCEMENT CENTRAL
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75MM CLASS 3 FCR BEDDING COMPACTED TO 90% MODIFIED
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1 IN 40 CROSSFALL
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%%UNOMENCLATURE
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%%UTYPICAL PAVEMENT DETAIL
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STANDARD PAVEMENT
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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 STANDARDS 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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LOWER PAVEMENT COURSES
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NOTES: THE CONTRACTOR MUST UTILISE WARM MIX ASPHALT REPLACING 40% BY WEIGHT OF HOT MIX ASPHALT. MMDD - MODIFIED MAXIMUM DRY DENSITY. SMDD - STANDARD MAXIMUM DRY DENSITY.
Map Reference
C
Spiire Australia Pty Ltd
Drg No
Rev
Designed
Checked
Authorised
Drg Status
Sheet Number
Rev Amendments
App'd
Date Standard Drawing RDA1 - Version 20120911
file name 302173R8-LMARK.dwg layout name R8-1
file location G:\30\302173\ACAD
plotted by Ashley Wilkie plot date 21/2/2017 10:51 AM
spiire
spiire.com.au
ABN 55 050 029 635
PINNACLE ESTATE
STAGE 2
SIGNAGE & LINEMARKING PLAN
ABIWOOD CREEKSIDE PTY LTD
CITY OF BALLARAT
302173R15
VICROADS 571 M2
15
FOR APPROVAL
21/03/16
A. WILKIE
23/03/16
B. IBBS
23/03/16
C. CLARKE
16 Bridge Street Bendigo Victoria 3550 Australia T 61 3 5448 2500
ROAD
CLOSED
B AMENDED AS PER COUNCIL COMMENTS 02/06/16 B.I. 2/11/16A FOR APPROVAL B.I. 23/03/16 B
AutoCAD SHX Text
Vertical
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Horizontal
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Scale
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0
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0
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
15
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20
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25
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5
AutoCAD SHX Text
10
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15
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20
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25
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1:500,A1
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%%ULEGEND
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R1-2A
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S2
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%%uNOTE:
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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. LINEMARKING TO BE IN ACCORDANCE WITH AS1742.2 - 2009
AutoCAD SHX Text
S1
AutoCAD SHX Text
STREET NAME PLATES TO BE IN ACCORDANCE WITH CITY OF BALLARAT STANDARDS, INCLUDING "NO THROUGH ROAD" NOMINATION WHERE APPLICABLE
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