-
CUSTODIAN TOOLERN SYNDICATE
THE MILLSTONESTAGE 3
N
Drg No Rev
Designed Checked
Authorised
spiire.com.au ABN 55 050 029 635
Rev Amendments
Approved
Date
Date
Scale
© Spiire Australia Pty Ltd All Rights Reserved
This document is produced by Spiire Australia Pty Ltd solely for
the
benefit of and use by the client in accordance with the terms of
the
retainer. Spiire Australia Pty Ltd does not and shall not assume any
responsibility or liability whatsoever to any third party
arising out of
any use or reliance by third party on the content of this
document. PRELIMINARYC
THE MILLSTONE
STAGE 3
MELTON CITY COUNCIL
FUNCTIONAL LAYOUT GENERAL NOTES
FUNCTIONAL PLANS
301304CF100
C MULHOLLAND B. IBBS
A
B
C
ISSUED FOR APPROVAL S.M 31-01-17
AMENDED AS PER VERIFICIATION COMMENTS
PRELIMINARY FINISHED SURFACE LEVELS ADDED
B.I
S.M
07-02-17
08-02-17
469 La Trobe Street PO Box 16084 Melbourne
Victoria 8007 Australia T 61 3 9993 7888
CUSTODIAN TOOLERN SYNDICATE
N
AutoCAD SHX TextWARNING
AutoCAD SHX TextBEWARE OF UNDERGROUND/OVERHEAD SERVICES
AutoCAD SHX TextTHE 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.
AutoCAD SHX Text%%UGENERAL NOTES:
AutoCAD SHX Text1.ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM AND
ALL COORDINATES ARE TO MAP ALL LEVELS ARE TO AUSTRALIAN HEIGHT
DATUM AND ALL COORDINATES ARE TO MAP GRID OF AUSTRALIA (MGA) ZONE
55. 2.ALL EXISTING SURFACE LEVELS SHOWN ON THE ENGINEERING DRAWINGS
HAVE BEEN ALL EXISTING SURFACE LEVELS SHOWN ON THE ENGINEERING
DRAWINGS HAVE BEEN INTERPOLATED FROM A DIGITAL TERRAIN MODEL. THESE
LEVELS HAVE BEEN USED AS THE BASIS FOR ALL ENGINEERING DESIGN AND
DETERMINATION OF QUANTITIES AND ARE ACCURATE TO WITHIN ±0.05m.
3.ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH AS2124-1992
GENERAL ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH AS2124-1992
GENERAL AS2124-1992 GENERAL GENERAL CONDITIONS OF CONTRACT, THE
ROAD & DRAINAGE SPECIFICATION, APPROVED MUNICIPALITY
SPECIFICATIONS AND STANDARD DRAWINGS AND TO THE SATISFACTION OF THE
SUPERINTENDENT AND THE MUNICIPAL ENGINEER OR HIS REPRESENTATIVE.
4.ROAD CHAINAGES REFER TO ROAD CENTRELINES. CHAINAGES FOR
INTERSECTIONS AND ROAD CHAINAGES REFER TO ROAD CENTRELINES.
CHAINAGES FOR INTERSECTIONS AND CUL-DE-SACS REFER TO THE LIP OF
KERB 5.THE LOCATION OF EXISTING SERVICES SHOULD BE DETERMINED BY
THE CONTRACTOR THE LOCATION OF EXISTING SERVICES SHOULD BE
DETERMINED BY THE CONTRACTOR PRIOR TO COMMENCING ANY EXCAVATION BY
CONTACTING ALL LOCAL SERVICE AUTHORITIES. ANY EXISTING SERVICES
SHOWN ON THESE DRAWINGS ARE OFFERED AS A GUIDE ONLY AND ARE NOT
GUARANTEED AS CORRECT. 6.WHERE REQUIRED ANY BUILDINGS, TROUGHS,
FENCES AND OTHER STRUCTURES ON SITE WHERE REQUIRED ANY BUILDINGS,
TROUGHS, FENCES AND OTHER STRUCTURES ON SITE ARE TO BE REMOVED AS
DIRECTED BY THE ENGINEER. THE COST OF REMOVAL IS TO BE INCLUDED IN
THE OVERALL EARTHWORKS FIGURE UNLESS A SPECIFIC ITEM FOR REMOVAL IS
DENOTED IN THE SCHEDULE. 7.ALL EXCAVATED ROCK AND SURPLUS SPOIL TO
BE REMOVED AND DISPOSED OFF SITE ALL EXCAVATED ROCK AND SURPLUS
SPOIL TO BE REMOVED AND DISPOSED OFF SITE UNLESS NOTED OTHERWISE.
8.ALL FILLING SHALL BE TO A LEVEL150mm BELOW THE FINISHED SURFACE
LEVEL SHOWN ALL FILLING SHALL BE TO A LEVEL150mm BELOW THE FINISHED
SURFACE LEVEL SHOWN AND COMPACTED AS PER AS-3798-1998. FILLING
MATERIAL IS TO BE IN ACCORDANCE WITH THE SPECIFICATION & TO THE
SATISFACTION OF COUNCIL AND THE SUPERINTENDENT. 9.ALL BATTERS SHALL
BE 1 IN 6, UNLESS OTHERWISE SHOWN. ALL BATTERS SHALL BE 1 IN 6,
UNLESS OTHERWISE SHOWN. 10.NO FILL OR STOCKPILING OF MATERIAL IS TO
BE PLACED ON ANY RESERVE FOR PUBLIC NO FILL OR STOCKPILING OF
MATERIAL IS TO BE PLACED ON ANY RESERVE FOR PUBLIC OPEN SPACE
UNLESS OTHERWISE DIRECTED OR APPROVED BY THE SUPERINTENDENT.
11.TBM'S TO BE RE-ESTABLISHED BY THE LICENSED SURVEYOR IF FOUND TO
BE MISSING AT TBM'S TO BE RE-ESTABLISHED BY THE LICENSED SURVEYOR
IF FOUND TO BE MISSING AT THE COMMENCEMENT OF CONSTRUCTION. THE
CONTRACTOR WILL BE RESPONSIBLE FOR CARE AND MAINTENANCE OF T.B.M.'S
THEREAFTER. 12.AT LEAST 3 DAYS PRIOR TO COMMENCING WORK ON
EXCAVATIONS IN EXCESS OF 1.50m AT LEAST 3 DAYS PRIOR TO COMMENCING
WORK ON EXCAVATIONS IN EXCESS OF 1.50m DEEP, A NOTIFICATION FORM
MUST BE SENT TO WORKSAFE. THE CONTRACTOR IS TO COMPLY WITH
WORKSAFE, THE MINES (TRENCHES) REGULATION 1982, THE MINES ACT 1958
AND OCCUPATIONAL HEALTH AND SAFETY ACT 1985, 2004. 13.ALL SERVICE
TRENCHES UNDER DRIVEWAYS, FOOTPATHS AND PARKING BAYS TO BE ALL
SERVICE TRENCHES UNDER DRIVEWAYS, FOOTPATHS AND PARKING BAYS TO BE
BACKFILLED WITH CLASS 2 CRUSHED ROCK. SERVICE TRENCHES LESS THAN
750mm BEHIND KERB AND CHANNEL OR PAVED TRAFFIC AREAS ARE ALSO TO BE
BACKFILLED WITH COMPACTED CLASS 2 CRUSHED ROCK. 14.WHERE REQUIRED,
ALL EXISTING DAMS, DEPRESSIONS AND DRAINS ARE TO BE WHERE REQUIRED,
ALL EXISTING DAMS, DEPRESSIONS AND DRAINS ARE TO BE BREACHED,
DRAINED, DESLUDGED AND SHALL BE EXCAVATED TO A CLEAN FIRM BASE. THE
SURFACE SHALL BE INSPECTED, APPROVED AND LEVELED BY THE ENGINEER
PRIOR TO COMMENCEMENT OF FILLING. THE FILL SHALL BE APPROVED
SELECTED ON SITE MATERIAL OR APPROVED IMPORTED MATERIAL. THE FILL
SHALL BE PLACED UNDER CONTROLLED MOISTURE CONDITIONS IN ACCORDANCE
WITH THE SPECIFICATION 15.NO BLASTING TO BE CARRIED OUT WITHIN THE
MUNICIPALITY WITHOUT OBTAINING NO BLASTING TO BE CARRIED OUT WITHIN
THE MUNICIPALITY WITHOUT OBTAINING COUNCILS PERMISSION. 16.GAS AND
WATER CONDUITS ARE TO BE , GAS AND WATER CONDUITS ARE TO BE , Ø50mm
. CLASS 12 P.V.C. - SINGLE SERVICE Ø100mm . CLASS 12 P.V.C. - DUAL
SERVICE (DRINKING AND NON DRINKING WATER) WITH THE FOLLOWING
MINIMUM COVER TO FINISHED SURFACE LEVELS: ROAD PAVEMENT - 0.80m -
0.80m VERGE, FOOTPATHS - 0.45m - 0.45m 17.ALL SERVICE CONDUIT
TRENCHES UNDER ROAD PAVEMENTS TO BE BACKFILLED IN ALL SERVICE
CONDUIT TRENCHES UNDER ROAD PAVEMENTS TO BE BACKFILLED IN
ACCORDANCE WITH RELEVANT MUNICIPALITY OR ROAD AUTHORITY
SPECIFICATION . 18.AG/SUBSOIL DRAIN TO BE LAID BEHIND KERB WHERE
REQUIRED IN ACCORDANCE WITH AG/SUBSOIL DRAIN TO BE LAID BEHIND KERB
WHERE REQUIRED IN ACCORDANCE WITH THE COUNCIL STANDARD DRAWINGS AND
CONNECTED TO UNDERGROUND DRAINAGE. 19.WHERE CURVED PIPES ARE SHOWN
ON THE FACE PLANS THEY ARE TO BE LAID WHERE CURVED PIPES ARE SHOWN
ON THE FACE PLANS THEY ARE TO BE LAID PARALLEL TO THE BACK OF KERB,
EXCEPT WHERE A RADIUS HAS BEEN SPECIFICALLY NOMINATED. CURVED PIPES
ARE TO BE APPROVED BY COUNCIL AND IN ACCORDANCE WITH THE
MANUFACTURERS SPECIFICATIONS. 20.WATER TAPPINGS TO BE LOCATED IN
CENTRE OF ALLOTMENTS UNLESS OTHERWISE WATER TAPPINGS TO BE LOCATED
IN CENTRE OF ALLOTMENTS UNLESS OTHERWISE SHOWN. 21.TELSTRA ARE TO
BE NOTIFIED 7 DAYS PRIOR TO PLACEMENT OF CONCRETE WORKS. TELSTRA
ARE TO BE NOTIFIED 7 DAYS PRIOR TO PLACEMENT OF CONCRETE WORKS.
22.PAVEMENT DEPTHS MAY BE MODIFIED AS DIRECTED BY THE
SUPERINTENDENT. PAVEMENT DEPTHS MAY BE MODIFIED AS DIRECTED BY THE
SUPERINTENDENT. PAVEMENT TO BE BOXED OUT TO MINIMUM DEPTH DENOTED,
INSPECTED AND IF SUBGRADE IS IN QUESTION, FURTHER TESTING CARRIED
OUT TO DETERMINE FINAL PAVEMENT DEPTH. 23.WHERE PAVEMENT IS
CONSTRUCTED ON FILLING, FILL MATERIAL IS TO BE APPROVED BY WHERE
PAVEMENT IS CONSTRUCTED ON FILLING, FILL MATERIAL IS TO BE APPROVED
BY THE SUPERINTENDENT AND COUNCIL. FILLING TO BE CONSTRUCTED IN
LAYERS 150mm THICK WITH COMPACTION ACHIEVING 95% AUSTRALIAN
STANDARD DENSITY. 24.WHEN PAVEMENT EXCAVATION IS IN ROCK ALL LOOSE
MATERIAL (INCLUDING ROCKS AND WHEN PAVEMENT EXCAVATION IS IN ROCK
ALL LOOSE MATERIAL (INCLUDING ROCKS AND CLAY) MUST BE REMOVED. THE
SUB-GRADE MUST THEN BE REGULATED WITH COUNCIL APPROVED MATERIAL.
25.LINEMARKING AND SIGNAGE TO BE INSTALLED IN ACCORDANCE WITH AS
1742-1 AND AS LINEMARKING AND SIGNAGE TO BE INSTALLED IN ACCORDANCE
WITH AS 1742-1 AND AS 1742-2 UNLESS NOTED OTHERWISE. STREET SIGNS
ARE TO BE INSTALLED IN ACCORDANCE WITH COUNCIL STANDARDS. 26.ALL
TEMPORARY WARNING SIGNS USED DURING CONSTRUCTION SHALL BE SUPPLIED
AND ALL TEMPORARY WARNING SIGNS USED DURING CONSTRUCTION SHALL BE
SUPPLIED AND MAINTAINED IN ACCORDANCE WITH AS 1742-3. 27.TACTILE
GROUND SURFACE INDICATORS ARE TO BE INSTALLED IN ACCORDANCE WITH
THE TACTILE GROUND SURFACE INDICATORS ARE TO BE INSTALLED IN
ACCORDANCE WITH THE DISABILITY DISCRIMINATION ACT AND RELEVANT
COUNCIL STANDARD DRAWINGS. 28.CONTRACTOR TO PROVIDE AN
ENVIRONMENTAL MANAGEMENT PLAN INCLUDING SILT AND CONTRACTOR TO
PROVIDE AN ENVIRONMENTAL MANAGEMENT PLAN INCLUDING SILT AND
SEDIMENT RUNOFF PROTECTION ETC. PRIOR TO THE COMMENCEMENT OF WORKS.
29.ALL TREES AND SHRUBS ARE TO BE RETAINED UNLESS OTHERWISE SHOWN.
IF ROAD AND ALL TREES AND SHRUBS ARE TO BE RETAINED UNLESS
OTHERWISE SHOWN. IF ROAD AND DRAINAGE CONSTRUCTION NECESSITATES
THEIR REMOVAL, WRITTEN PERMISSION MUST BE OBTAINED FROM THE
SUPERINTENDENT. 30.TREES NOT SPECIFIED FOR REMOVAL ARE TO BE
PROTECTED WITH APPROPRIATE TREES NOT SPECIFIED FOR REMOVAL ARE TO
BE PROTECTED WITH APPROPRIATE EXCLUSION FENCING PRIOR TO
COMMENCEMENT OF ANY WORKS. 31.LEVELS SHOWN ARE PRELIMINARY ONLY AND
ARE SUBJECT TO DETAIL DESIGN.LEVELS SHOWN ARE PRELIMINARY ONLY AND
ARE SUBJECT TO DETAIL DESIGN.
AutoCAD SHX TextLEGEND
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextEXISTING
AutoCAD SHX TextPROPOSED
AutoCAD SHX TextWATER MAIN, VALVE AND HYDRANT
AutoCAD SHX TextWATER RECYCLED
AutoCAD SHX TextUNDERGROUND ELECTRICITY
AutoCAD SHX TextOVERHEAD ELECTRICITY & POLE
AutoCAD SHX TextTELSTRA & SERVICE PIT
AutoCAD SHX TextOPTIC FIBRE
AutoCAD SHX TextOVERHEAD TELSTRA
AutoCAD SHX TextGAS MAIN
AutoCAD SHX TextBRANCH SEWER & MANHOLE
AutoCAD SHX TextSEWER & MANHOLE
AutoCAD SHX TextSEWER RISING MAIN
AutoCAD SHX TextCOUNCIL STORMWATER DRAIN & PIT
AutoCAD SHX TextSTORMWATER DRAINAGE PROPERTY INLETS
AutoCAD SHX TextCOUNCIL STORMWATER PITS
AutoCAD SHX TextHOUSE DRAIN
AutoCAD SHX TextAG DRAIN AND FLUSHER
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextGAS & WATER CONDUITS
AutoCAD SHX TextCONCRETE VEHICLE CROSSING
AutoCAD SHX TextSURFACE CONTOUR MINOR
AutoCAD SHX TextSURFACE CONTOUR MAJOR
AutoCAD SHX TextSIGN AND POST
AutoCAD SHX TextSTREET SIGN
AutoCAD SHX TextPERMANENT SURVEY MARK
AutoCAD SHX TextTEMPORARY BENCH MARK
AutoCAD SHX TextSETOUT POINT
AutoCAD SHX TextLIMIT OF WORKS
AutoCAD SHX TextBATTER
AutoCAD SHX TextRETAINING WALL - TIMBER
AutoCAD SHX TextRETAINING WALL - CONCRETE
AutoCAD SHX TextRAISED INTERSECTION
AutoCAD SHX TextGRAVEL MAINTENANCE ACCESS TRACK
AutoCAD SHX TextFENCE - VEHICLE EXCLUSION
AutoCAD SHX TextFENCES
AutoCAD SHX TextGUARD RAIL
AutoCAD SHX TextTREE (& SURVEYED CANOPY) TO BE RETAINED
AutoCAD SHX TextTREE TO BE REMOVED
AutoCAD SHX TextVEGETATION LINE
AutoCAD SHX TextOVERLAND FLOW DIRECTION
AutoCAD SHX TextFALL DIRECTION
AutoCAD SHX TextEXISTING SURFACE LEVEL
AutoCAD SHX Text112.00
AutoCAD SHX Text*PRELIMINARY FINISHED SURFACE LEVEL
AutoCAD SHX TextFS112.00
AutoCAD SHX Text*PRELIMINARY TOP OF BATTER LEVEL
AutoCAD SHX TextT112.00
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX Text168.90
AutoCAD SHX Text168.90
AutoCAD SHX Text169.00
AutoCAD SHX Text169.00
AutoCAD SHX TextA2
AutoCAD SHX Text%%ULOCALITY PLAN
AutoCAD SHX TextSCALE:NOT TO SCALE NOT TO SCALE MELWAYS:7 E6:7
E67 E6
AutoCAD SHX TextCOPYRIGHT MELWAY PUBLISHING PTY LTD REPRODUCED
WITH PERMISSION
AutoCAD SHX Textfile name 301304CF100.dwg layout name CF100
plotted by Clara Mulholland
AutoCAD SHX Textfile location
\\spiire.com.au\meldata\Data\30\301304\ACAD plot date 09/02/2017
8:47 AM Sheet 1 of 4 Sheets
AutoCAD SHX Text*LEVELS SUBJECT TO CHANGE
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX Text%%USERVICE LOCATION TABLE
AutoCAD SHX TextROAD NAME
AutoCAD SHX TextTRAFALGAR STREET
AutoCAD SHX Text1. TELECOMMUNICATIONS AND ELECTRICITY CABLES TO
BE CONSTRUCTED IN A COMMON TRENCH IN ACCORDANCE WITH ELECTRICITY
AUTHORITY STANDARD DRG's.
AutoCAD SHX Text2. GAS AND WATER MAINS TO BE CONSTRUCTED IN A
COMMON TRENCH.
AutoCAD SHX Text3. * = OFFSET FROM BACK OF KERB
AutoCAD SHX TextGAS
AutoCAD SHX TextSIDE
AutoCAD SHX TextOFFSET
AutoCAD SHX TextE
AutoCAD SHX Text2.10
AutoCAD SHX TextSIDE
AutoCAD SHX TextOFFSET
AutoCAD SHX TextRECYCLED
AutoCAD SHX TextWATER
AutoCAD SHX TextE
AutoCAD SHX Text2.60
AutoCAD SHX TextPOTABLE
AutoCAD SHX TextWATER
AutoCAD SHX TextSIDE
AutoCAD SHX TextOFFSET
AutoCAD SHX TextE
AutoCAD SHX Text3.10
AutoCAD SHX TextELECTRICITY
AutoCAD SHX TextPOLE
AutoCAD SHX TextU/G CABLE
AutoCAD SHX TextSIDE
AutoCAD SHX TextOFFSET
AutoCAD SHX TextSIDE
AutoCAD SHX TextOFFSET
AutoCAD SHX TextW
AutoCAD SHX Text1.00x
AutoCAD SHX TextW
AutoCAD SHX Text2.40
AutoCAD SHX TextNBN
AutoCAD SHX Text(TELECOM)
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AutoCAD SHX TextOFFSET
AutoCAD SHX TextW
AutoCAD SHX Text1.80
AutoCAD SHX TextTREES
AutoCAD SHX TextSIDE
AutoCAD SHX TextOFFSET
AutoCAD SHX TextE&W
AutoCAD SHX Text1.00x
AutoCAD SHX TextDICKENS STREET
AutoCAD SHX TextW
AutoCAD SHX Text1.80
AutoCAD SHX TextW
AutoCAD SHX Text2.30
AutoCAD SHX TextW
AutoCAD SHX Text2.80
AutoCAD SHX TextE
AutoCAD SHX Text1.00x
AutoCAD SHX TextE
AutoCAD SHX Text2.40
AutoCAD SHX TextE
AutoCAD SHX Text1.80
AutoCAD SHX TextE
AutoCAD SHX Text1.00x
AutoCAD SHX TextLEOPOLD STREET
AutoCAD SHX TextN
AutoCAD SHX Text1.80
AutoCAD SHX TextN
AutoCAD SHX Text2.30
AutoCAD SHX TextN
AutoCAD SHX Text2.80
AutoCAD SHX TextS
AutoCAD SHX Text1.00x
AutoCAD SHX TextS
AutoCAD SHX Text2.40
AutoCAD SHX TextS
AutoCAD SHX Text1.80
AutoCAD SHX TextE&W
AutoCAD SHX Text1.00x
-
SCALE @ A1
H 01:500 5 10 15 20 25
N
Drg No Rev
Designed Checked
Authorised
spiire.com.au ABN 55 050 029 635
Rev Amendments
Approved
Date
Date
© Spiire Australia Pty Ltd All Rights Reserved
This document is produced by Spiire Australia Pty Ltd solely for
the
benefit of and use by the client in accordance with the terms of
the
retainer. Spiire Australia Pty Ltd does not and shall not assume any
responsibility or liability whatsoever to any third party
arising out of
any use or reliance by third party on the content of this
document. PRELIMINARYC
THE MILLSTONE
STAGE 3
MELTON CITY COUNCIL
FUNCTIONAL LAYOUT DESIGN PLAN
FUNCTIONAL PLANS
301304CF200
C MULHOLLAND B. IBBS
A
B
C
ISSUED FOR APPROVAL S.M 31-01-17
AMENDED AS PER VERIFICIATION COMMENTS
PRELIMINARY FINISHED SURFACE LEVELS ADDED
B.I
S.M
07-02-17
08-02-17
469 La Trobe Street PO Box 16084 Melbourne
Victoria 8007 Australia T 61 3 9993 7888
CUSTODIAN TOOLERN SYNDICATE
AutoCAD SHX Textfile name 301304CF200.dwg layout name CF200
plotted by Clara Mulholland
AutoCAD SHX Textfile location
\\spiire.com.au\meldata\Data\30\301304\ACAD plot date 09/02/2017
8:47 AM Sheet 2 of 4 Sheets
AutoCAD SHX TextLAYOUT PLAN
AutoCAD SHX TextCARPARK LAYOUT PLAN
AutoCAD SHX TextNOTE: LEVELS SHOWN ARE INDICATIVE ONLY AND ARE
SUBJECT TO DETAIL DESIGN.
AutoCAD SHX TextC
AutoCAD SHX Text117.25
AutoCAD SHX Text117.50
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AutoCAD SHX Text117.75
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AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextGW
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AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
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AutoCAD SHX Text118.02
AutoCAD SHX Text117.96
AutoCAD SHX Text117.91
AutoCAD SHX Text117.79
AutoCAD SHX Text118.25
AutoCAD SHX Text118.32
AutoCAD SHX Text118.15
AutoCAD SHX Text118.30
AutoCAD SHX Text118.00
AutoCAD SHX Text118.11
AutoCAD SHX Text117.84
AutoCAD SHX Text117.96
AutoCAD SHX Text118.10
AutoCAD SHX Text118.13
AutoCAD SHX Text118.01
AutoCAD SHX Text118.06
AutoCAD SHX Text117.92
AutoCAD SHX Text118.02
AutoCAD SHX Text118.22
AutoCAD SHX Text118.22
AutoCAD SHX Text118.28
AutoCAD SHX Text118.25
AutoCAD SHX Text118.33
AutoCAD SHX Text118.36
AutoCAD SHX Text118.38
AutoCAD SHX Text118.36
AutoCAD SHX Text118.35
AutoCAD SHX Text118.38
AutoCAD SHX Text118.33
AutoCAD SHX Text118.41
AutoCAD SHX Text118.31
AutoCAD SHX Text118.41
AutoCAD SHX Text118.28
AutoCAD SHX Text118.39
AutoCAD SHX Text118.21
AutoCAD SHX Text118.34
AutoCAD SHX Text118.09
AutoCAD SHX Text118.27
AutoCAD SHX Text117.89
AutoCAD SHX Text117.95
AutoCAD SHX Text117.13
AutoCAD SHX Text117.86
AutoCAD SHX TextFS118.08
AutoCAD SHX TextFS116.66
AutoCAD SHX TextFS117.83
AutoCAD SHX TextFS116.86
AutoCAD SHX TextFS117.74
AutoCAD SHX TextFS118.25
AutoCAD SHX TextFS118.05
AutoCAD SHX TextFS117.68
AutoCAD SHX TextFS117.93
AutoCAD SHX TextFS117.42
AutoCAD SHX TextFS118.30
AutoCAD SHX TextFS118.31
AutoCAD SHX TextFS118.23
AutoCAD SHX TextFS118.33
AutoCAD SHX TextFS118.17
AutoCAD SHX TextFS118.16
AutoCAD SHX TextFS117.94
AutoCAD SHX TextFS118.24
AutoCAD SHX TextFS118.01
AutoCAD SHX TextFS118.33
AutoCAD SHX TextFS118.33
AutoCAD SHX TextFS118.29
AutoCAD SHX TextFS118.06
AutoCAD SHX TextFS118.12
AutoCAD SHX TextFS118.07
AutoCAD SHX TextFS117.89
AutoCAD SHX TextFS117.99
AutoCAD SHX TextFS117.84
AutoCAD SHX TextFS117.89
AutoCAD SHX TextFS117.77
AutoCAD SHX TextFS117.79
AutoCAD SHX TextFS117.71
AutoCAD SHX TextFS118.21
AutoCAD SHX TextFS118.36
AutoCAD SHX TextFS118.37
AutoCAD SHX TextFS118.25
AutoCAD SHX TextFS118.25
AutoCAD SHX TextFS117.65
AutoCAD SHX TextFS117.93
AutoCAD SHX TextFS117.85
AutoCAD SHX TextFS117.75
AutoCAD SHX TextFS118.03
AutoCAD SHX TextFS118.13
AutoCAD SHX TextFS118.22
AutoCAD SHX TextFS118.28
AutoCAD SHX TextFS118.31
AutoCAD SHX TextFS118.26
AutoCAD SHX TextFS118.20
AutoCAD SHX TextFS118.12
AutoCAD SHX TextFS117.87
AutoCAD SHX TextT117.32
AutoCAD SHX TextT117.53
AutoCAD SHX TextT117.91
AutoCAD SHX TextT118.42
AutoCAD SHX TextT118.48
AutoCAD SHX TextT118.54
AutoCAD SHX TextT118.53
AutoCAD SHX TextT118.36
AutoCAD SHX TextFS117.44
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextSTREET
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextTRAFALGAR
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextGW
AutoCAD SHX Text222
AutoCAD SHX Text223
AutoCAD SHX Text224
AutoCAD SHX Text225
AutoCAD SHX Text226
AutoCAD SHX Text227
AutoCAD SHX Text238
AutoCAD SHX Text237
AutoCAD SHX Text236
AutoCAD SHX Text235
AutoCAD SHX Text234
AutoCAD SHX Text231
AutoCAD SHX Text229
AutoCAD SHX Text228
AutoCAD SHX Text239
AutoCAD SHX Text240
AutoCAD SHX Text233
AutoCAD SHX Text230
AutoCAD SHX Text232
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX Text3.0m D&S
AutoCAD SHX Text3.0m D&S
AutoCAD SHX Text3.0m D&S
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextH
AutoCAD SHX TextGW
AutoCAD SHX TextGW
AutoCAD SHX TextH
AutoCAD SHX TextRAISED INTERSECTION
AutoCAD SHX TextLEOPOLD STREET
AutoCAD SHX TextSTREET
AutoCAD SHX TextDICKENS STREET
AutoCAD SHX TextTRAFALGAR
AutoCAD SHX Text319
AutoCAD SHX Text301
AutoCAD SHX Text302
AutoCAD SHX Text303
AutoCAD SHX Text304
AutoCAD SHX Text305
AutoCAD SHX Text306
AutoCAD SHX Text307
AutoCAD SHX Text310
AutoCAD SHX Text312
AutoCAD SHX Text313
AutoCAD SHX Text314
AutoCAD SHX Text315
AutoCAD SHX Text316
AutoCAD SHX Text317
AutoCAD SHX Text318
AutoCAD SHX Text336
AutoCAD SHX Text337
AutoCAD SHX Text335
AutoCAD SHX Text334
AutoCAD SHX Text333
AutoCAD SHX Text332
AutoCAD SHX Text331
AutoCAD SHX Text330
AutoCAD SHX Text329
AutoCAD SHX Text328
AutoCAD SHX Text327
AutoCAD SHX Text326
AutoCAD SHX Text325
AutoCAD SHX Text324
AutoCAD SHX Text323
AutoCAD SHX Text322
AutoCAD SHX Text320
AutoCAD SHX Text321
AutoCAD SHX Text308
AutoCAD SHX Text311
AutoCAD SHX Text309
AutoCAD SHX TextFUTURE STAGE
AutoCAD SHX TextEXISTING STAGE 2
AutoCAD SHX TextWESTBOURNE STREET (FUTURE)
AutoCAD SHX TextSTREET
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextTRAFALGAR
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX Text222
AutoCAD SHX Text223
AutoCAD SHX Text224
AutoCAD SHX Text225
AutoCAD SHX Text226
AutoCAD SHX Text227
AutoCAD SHX Text238
AutoCAD SHX Text237
AutoCAD SHX Text236
AutoCAD SHX Text235
AutoCAD SHX Text234
AutoCAD SHX Text231
AutoCAD SHX Text229
AutoCAD SHX Text228
AutoCAD SHX Text239
AutoCAD SHX Text240
AutoCAD SHX Text233
AutoCAD SHX Text230
AutoCAD SHX Text232
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextH
AutoCAD SHX TextRAISED INTERSECTION
-
SCALE @ A1
H 0 5 10 15 20 25
0V 1:50
1:500
0.5 1.0 1.5 2.0 2.5
Drg No Rev
Designed Checked
Authorised
spiire.com.au ABN 55 050 029 635
Rev Amendments
Approved
Date
Date
© Spiire Australia Pty Ltd All Rights Reserved
This document is produced by Spiire Australia Pty Ltd solely for
the
benefit of and use by the client in accordance with the terms of
the
retainer. Spiire Australia Pty Ltd does not and shall not assume any
responsibility or liability whatsoever to any third party
arising out of
any use or reliance by third party on the content of this
document. PRELIMINARYB
THE MILLSTONE
STAGE 3
MELTON CITY COUNCIL
TYPICAL CROSS SECTIONS
FUNCTIONAL PLANS
301304CF300
C MULHOLLAND B. IBBS
A
B
ISSUED FOR APPROVAL S.M 31-01-17
AMENDED AS PER VERIFICIATION COMMENTS
B.I
07-02-17
469 La Trobe Street PO Box 16084 Melbourne
Victoria 8007 Australia T 61 3 9993 7888
CUSTODIAN TOOLERN SYNDICATE
AutoCAD SHX Textfile name 301304CF300.dwg layout name CF300
plotted by Clara Mulholland
AutoCAD SHX Textfile location
\\spiire.com.au\meldata\Data\30\301304\ACAD plot date 09/02/2017
8:47 AM Sheet 3 of 4 Sheets
AutoCAD SHX TextFOOTPATH
AutoCAD SHX TextNATURE STRIP
AutoCAD SHX TextTRAFFIC LANE
AutoCAD SHX TextB2
AutoCAD SHX TextTRAFFIC LANE
AutoCAD SHX TextPARKING
AutoCAD SHX TextBIKE LANE
AutoCAD SHX TextNATURE STRIP
AutoCAD SHX TextB2
AutoCAD SHX Text%%U1. CONNECTOR ROAD - 25m ROAD RESERVE
AutoCAD SHX TextTRAFALGAR STREET
AutoCAD SHX TextPIT
AutoCAD SHX TextNBN
AutoCAD SHX TextELECTRICITY
AutoCAD SHX Text1 in 30
AutoCAD SHX Text1 in 30
AutoCAD SHX Text1 in 30
AutoCAD SHX Text1 in 30
AutoCAD SHX Text1 in 30
AutoCAD SHX Text%%U3. LOCAL STREET - 16m ROAD RESERVE
AutoCAD SHX TextLEOPOLD STREET
AutoCAD SHX TextPIT
AutoCAD SHX TextNBN
AutoCAD SHX TextELECTRICITY
AutoCAD SHX TextMIN. 0.6 CORRIDOR
AutoCAD SHX TextMIN. 0.45 CORRIDOR
AutoCAD SHX Text2.65
AutoCAD SHX Text2.65
AutoCAD SHX Text2.65
AutoCAD SHX Text3.35
AutoCAD SHX Text3.35
AutoCAD SHX Text3.35
AutoCAD SHX Text3.35
AutoCAD SHX Text3.35
AutoCAD SHX Text3.35
AutoCAD SHX Text16.00
AutoCAD SHX TextFOOTPATH
AutoCAD SHX TextB2
AutoCAD SHX Text1 in 30
AutoCAD SHX Text1 in 50
AutoCAD SHX Text1 in 50
AutoCAD SHX Text1 in 50
AutoCAD SHX Text1 in 30
AutoCAD SHX Text1 in 50
AutoCAD SHX Text1 in 30
AutoCAD SHX TextBOUNDARY LINE
AutoCAD SHX Text%%U2. LOCAL STREET - 16m ROAD RESERVE
AutoCAD SHX TextDICKENS STREET
AutoCAD SHX TextPIT
AutoCAD SHX TextRESERVE BOUNDARY
AutoCAD SHX TextPROPERTY BOUNDARY
AutoCAD SHX Text1 in 30
AutoCAD SHX Text1 in 30
AutoCAD SHX Text3.65
AutoCAD SHX Text3.65
AutoCAD SHX Text3.65
AutoCAD SHX Text2.65
AutoCAD SHX Text2.65
AutoCAD SHX Text2.65
AutoCAD SHX TextFOOTPATH
AutoCAD SHX TextB2
AutoCAD SHX TextMIN. 0.6 CORRIDOR
AutoCAD SHX TextMIN. 0.45 CORRIDOR
AutoCAD SHX TextNBN
AutoCAD SHX TextELECTRICITY
AutoCAD SHX Text1 in 50
AutoCAD SHX TextBOUNDARY LINE
AutoCAD SHX TextBOUNDARY LINE
AutoCAD SHX Text3.65
AutoCAD SHX Text3.65
AutoCAD SHX Text3.65
AutoCAD SHX TextGAS
AutoCAD SHX TextRECYCLED WATER
AutoCAD SHX TextPOTABLE WATER
AutoCAD SHX TextGAS
AutoCAD SHX TextRECYCLED WATER
AutoCAD SHX TextPOTABLE WATER
AutoCAD SHX Text25.00
AutoCAD SHX TextFOOTPATH
AutoCAD SHX TextPARKING
AutoCAD SHX TextBIKE LANE
AutoCAD SHX Text14.40
AutoCAD SHX TextBOUNDARY LINE
AutoCAD SHX Text16.00
AutoCAD SHX Text6.70
AutoCAD SHX TextB2
AutoCAD SHX Text6.70
AutoCAD SHX Text2.65
AutoCAD SHX Text2.65
AutoCAD SHX Text2.65
AutoCAD SHX TextFOOTPATH
AutoCAD SHX TextB2
AutoCAD SHX TextGAS
AutoCAD SHX TextRECYCLED WATER
AutoCAD SHX TextPOTABLE WATER
AutoCAD SHX Text1 in 30
AutoCAD SHX Text1 in 30
-
SCALE @ A1
H 01:200 2 4 6 8 10
N
Drg No Rev
Designed Checked
Authorised
spiire.com.au ABN 55 050 029 635
Rev Amendments
Approved
Date
Date
© Spiire Australia Pty Ltd All Rights Reserved
This document is produced by Spiire Australia Pty Ltd solely for
the
benefit of and use by the client in accordance with the terms of
the
retainer. Spiire Australia Pty Ltd does not and shall not assume any
responsibility or liability whatsoever to any third party
arising out of
any use or reliance by third party on the content of this
document. PRELIMINARYB
THE MILLSTONE
STAGE 3
MELTON CITY COUNCIL
TRAFFIC TURNING MOVEMENTS
FUNCTIONAL PLANS
301304CF400
C MULHOLLAND B. IBBS
A
B
ISSUED FOR APPROVAL S.M 31-01-17
AMENDED AS PER VERIFICIATION COMMENTS
B.I
07-02-17
469 La Trobe Street PO Box 16084 Melbourne
Victoria 8007 Australia T 61 3 9993 7888
CUSTODIAN TOOLERN SYNDICATE
AutoCAD SHX Textfile name 301304CF400.dwg layout name CF400
plotted by Clara Mulholland
AutoCAD SHX Textfile location
\\spiire.com.au\meldata\Data\30\301304\ACAD plot date 09/02/2017
8:48 AM Sheet 4 of 4 Sheets
AutoCAD SHX TextTRAFALGAR STREET - LEOPOLD STREET
INTERSECTION
AutoCAD SHX TextDICKENS STREET - LEOPOLD STREET INTERSECTION
AutoCAD SHX Text8.8
AutoCAD SHX Text1.5
AutoCAD SHX Text5
AutoCAD SHX TextService Vehicle (8.8 m)
AutoCAD SHX TextOverall Length
AutoCAD SHX Text8.800M
AutoCAD SHX TextOverall Width
AutoCAD SHX Text2.500M
AutoCAD SHX TextOverall Body Height
AutoCAD SHX Text4.300M
AutoCAD SHX TextMin Body Ground Clearance
AutoCAD SHX Text0.427M
AutoCAD SHX TextTrack Width
AutoCAD SHX Text2.500M
AutoCAD SHX TextLock-to-lock time
AutoCAD SHX Text4.00s
AutoCAD SHX TextCurb to Curb Turning Radius
AutoCAD SHX Text12.500M
AutoCAD SHX TextTRAFALGAR STREET
AutoCAD SHX TextLEOPOLD STREET
AutoCAD SHX Text336
AutoCAD SHX Text302
AutoCAD SHX TextLEOPOLD STREET
AutoCAD SHX TextDICKENS STREET
AutoCAD SHX Text320
AutoCAD SHX Text318
Sheets and ViewsCF100 CF100 FACE SHEETCF200 CF200 FUNCTIONAL
LAYOUT DESIGN PLANCF300 CF300 TYPICAL CROSS SECTIONSCF400 CF400
TRAFFIC TURNING MOVEMENTS
