n the heightsn rev revision date des/dft designed drawn authorised checked sheet no. drawing no. of...
TRANSCRIPT
N
Rev
REVISION
DES/DFTDATE
Designed
Drawn
Authorised
Checked
Sheet No.
Drawing No.
of
APP'D
Date
Scale @ A1
Principal
© SMEC Australia Pty Ltd
ABN 47 065 475 149
These designs and drawings are
the copyright of SMEC Australia
Pty Ltd.
The drawing shall not be
reproduced or copied, in whole or
part, without the written permission
of SMEC Australia Pty Ltd.
The contents of this drawing are
electronically generated, are
confidential and may only be used
for the purpose for which they are
intended.
Approved for Construction
The Heights
Stage 4
City of Greater Geelong
Roadworks and Drainage
Intersection Detail Plan - 3
2001E-04-09 B
9 41
1:200
R. Forbes
C. Walsh
C. Birkett
S. McGlynn
November 2016
Riverlee Heights Pty. Ltd.
C/o SMEC Australia
Level 1, 47 Pakington Street, Geelong West 3218
l:\w
ork\eng\2001e - the heights\2001e - stage 4\dw
gs\2001e-04-09
WARNING
BEWARE OF UNDERGROUND SERVICES
The locations of underground services are approximate only and
their exact position should be proven on site.
No guarantee is given that all existing services are shown.
Locate all underground services before commencement of works
DIAL 1100 BEFORE YOU DIG
www.1100.com.au
420 8
URBAN DEVELOPMENT
Level 1, 47 Pakington Street, Geelong West VIC 3218
p +61 3 5228 3100 | f +61 3 5228 3199 | www.smec.com
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435
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FS9.82
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9.6
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FS9.79
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431
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10.0
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7.83
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9.6
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FS9.94
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9.6
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7.4
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FS10.21
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CH488.627
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FS10.29
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8.2
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SM
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FS9.95
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8.2
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NOTES 1.REFER TO SHEETS 13 & 14 FOR LIP PROFILES. REFER TO SHEETS 13 & 14 FOR LIP PROFILES. 2.REFER TO SHEETS 14 & 15 FOR SETOUT INFORMATION. REFER TO SHEETS 14 & 15 FOR SETOUT INFORMATION. 3.90 BENDS TO HAVE CENTRELINE MARKING WITH RRPM'S 90° BENDS TO HAVE CENTRELINE MARKING WITH RRPM'SAT MAX 6m SPACING.
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9.6
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9.4
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7.0
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H
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FS9.89
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SALISBURY CIRCUIT
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9.6
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416
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7.8
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7.66
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AMENDMENTS FROM COUNCIL COMMENTS
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CH370.694
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H
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FS10.11
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9.6
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7.82
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6.6
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9.6
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8.6
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7.66
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RF/CW
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7.6
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300%%C
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9.6
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FS9.78
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9.8
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H
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CH420.151
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8.2
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9.8
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SM
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FS9.90
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CH445.601
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ISSUED TO COUNCIL FOR APPROVAL
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H
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8.06
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9.6
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9.8
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5.4
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10.0
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430
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9.6
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H
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FS9.94
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7.87
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7.6
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9.8
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H
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9.4
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10.2
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2.5m S E
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FS9.82
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6.8
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10.0
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5.2
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9.2
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9.6
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7.97
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9.6
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9.6
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7.79
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8.0
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7.8
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7.2
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8.2
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9.4
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7.85
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S
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8.8
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9.0
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7.4
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9.4
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415
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9.4
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FS10.31
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ALL SIGNS & LINEMARKING TO BE IN ACCORDANCE WITH VICROADS TRAFFIC ENGINEERING MANUAL VOLUME 2 - SIGNS & MARKINGS. NOTE - ALL SIGN POSTS TO BE SLEEVED IN ACCORDANCE WITH COGG SD CGG710 - SIGN POSTS
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8.0
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9.2
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FS9.76
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9.6
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7.8
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9.8
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8.4
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9.0
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8.8
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9.8
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CH395.651
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7.47
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6.2
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410
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9.6
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B
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411
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7.96
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8.0
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9.8
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SALISBURY CIRCUIT
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A
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7.89
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7.75
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7.6
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7.65
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7.84
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8.8
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9.8
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FS9.71
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225
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9.6
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H
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8.4
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9.6
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CH383.194
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9.4
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7.0
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8.11
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414
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8.8
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9.8
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439
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1200%%CR153.45m
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7.98
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FS9.68
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225%%C
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9.8
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FS9.71
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CH409.651
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8.6
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FS9.77
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7.6
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9.4
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9.6
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FS10.27
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436
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8.0
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9.4
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7.91
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FS9.93
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9.8
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FS10.23
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8.10
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9.2
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7.56
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9.4
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28.11.16
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CH467.635
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CH422.194
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9.8
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225
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9.6
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FS9.74
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7.82
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7.90
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8.6
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412
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9.6
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FS9.72
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225%%C
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1200%%CR153.45m
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8.6
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7.91
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H
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FS9.59
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7.79
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9.2
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CH432.272
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7.59
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7.58
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6.8
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FS10.20
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CH460.836
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7.75
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7.96
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7.97
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8.0
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5.6
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8.6
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8.03
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8.0
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CH395.694
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8.4
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225
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9.4
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FS9.84
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9.0
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CH432.951
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9.4
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H
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7.2
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9.6
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9.2
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434
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10.2
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10.0
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9.6
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7.6
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FS9.66
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9.2
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7.0
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2.5m S E
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FS9.97
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7.87
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432
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H
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7.89
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6.0
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FS9.87
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8.8
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10.0
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7.6
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10.2
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H
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7.50
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1200%%C
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23.05.17
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433
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9.6
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9.0
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8.2
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225%%C
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7.62
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7.8
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9.4
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9.6
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6.4
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7.4
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FS9.97
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7.76
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8.4
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7.52
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FS9.69
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CH411.694
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9.8
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9.0
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9.6
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9.6
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FS9.92
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7.52
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CH508.835
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7.8
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CH356.694
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9.0
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2m S E
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R154.65
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9.8
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FS9.88
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FS9.73
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6.6
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RF/CW
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7.8
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10.0
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9.8
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8.0
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9.8
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CH448.141
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7.69
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5.8
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9.4
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413
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FS9.55
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R161.35
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9.4
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9.6
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8.4
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FS9.96
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409
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8.0
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LEGEND - INTERSECTION PLAN STORMWATER DRAIN, PIT & PROPERTY INLET SWALE DRAIN SEWER & MAINTENANCE STRUCTURES HOUSE DRAIN TACTILE PAVERS RAISED REFLECTIVE PAVEMENT MARKER - ONE WAY RAISED REFLECTIVE PAVEMENT MARKER - TWO WAY EXISTING HOUSE DRAIN RETAINING WALL PAVEMENT TREATMENT CONCRETE EDGE STRIP WITH SUBSOIL DRAIN, "NO ROAD" SIGN & BARRIER LIMIT OF WORKS EXISTING TREE TO BE REMOVED PERMANENT SURVEY MARK TEMPORARY BENCH MARK PROPOSED DRIVEWAY
N
Rev
REVISION
DES/DFTDATE
Designed
Drawn
Authorised
Checked
Sheet No.
Drawing No.
of
APP'D
Date
Scale @ A1
Principal
© SMEC Australia Pty Ltd
ABN 47 065 475 149
These designs and drawings are
the copyright of SMEC Australia
Pty Ltd.
The drawing shall not be
reproduced or copied, in whole or
part, without the written permission
of SMEC Australia Pty Ltd.
The contents of this drawing are
electronically generated, are
confidential and may only be used
for the purpose for which they are
intended.
Approved for Construction
The Heights
Stage 4
City of Greater Geelong
Roadworks and Drainage
Intersection Detail Plan - 4
2001E-04-10 B
10 41
1:200
R. Forbes
C. Walsh
C. Birkett
S. McGlynn
November 2016
Riverlee Heights Pty. Ltd.
C/o SMEC Australia
Level 1, 47 Pakington Street, Geelong West 3218
l:\w
ork\eng\2001e - the heights\2001e - stage 4\dw
gs\2001e-04-10
WARNING
BEWARE OF UNDERGROUND SERVICES
The locations of underground services are approximate only and
their exact position should be proven on site.
No guarantee is given that all existing services are shown.
Locate all underground services before commencement of works
DIAL 1100 BEFORE YOU DIG
www.1100.com.au
420 8
URBAN DEVELOPMENT
Level 1, 47 Pakington Street, Geelong West VIC 3218
p +61 3 5228 3100 | f +61 3 5228 3199 | www.smec.com
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1200%%C
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14.4
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7.47
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9.0
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9.4
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15.6
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10.8
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FS10.35
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9.2
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1200%%CR153.45m
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13.8
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18.6
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19.4
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436
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7.8
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CH852.927
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13.6
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18.2
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9.6
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7.44
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10.0
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9.4
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10.2
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13.6
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13.6
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16.8
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16.4
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11.2
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FS9.62
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9.0
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FS9.44
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FS10.29
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14.0
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300%%CR145.56m
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14.4
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19.6
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11.0
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225
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17.4
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12.4
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CH860.778
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18.0
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CH532.070
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S
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20.8
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10.4
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375
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18.0
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10.8
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9.2
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7.85
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R146.1
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7.57
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9.2
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17.0
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8.91
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7.4
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13.2
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FS19.56
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8.33
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8.81
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18.0
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10.8
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16.2
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14.6
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FS9.56
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12.6
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14.2
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15.6
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RTPCH 858.220
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17.2
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13.4
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16.6
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16.0
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10.2
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H
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R303.1
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8.2
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8.4
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11.6
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18.8
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RTPCH829.594
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401
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300 R156.95
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9.6
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13.8
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13.4
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8.8
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8.2
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9.2
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FS9.47
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CH508.835
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9.2
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14.6
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FS9.50
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18.2
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11.2
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FS9.20
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14.0
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J1
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9.4
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600%%CSTORMPRO
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19.0
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11.0
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7.6
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7.49
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437
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17.0
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18.6
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16.0
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11.6
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17.8
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16.0
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17.4
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9.6
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10.0
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8.4
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17.8
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11.2
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16.6
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CH835.686
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H
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15.4
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1200%%C
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19.4
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SALISBURY CIRCUIT
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10.0
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9.4
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15.0
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15.8
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FS9.31
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30.95
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10.4
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R96.65
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18.4
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RF/CW
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17.4
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18.4
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20.2
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R154.65
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A
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CH817.479
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8.4
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9.6
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17.4
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7.72
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20.0
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FS9.58
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8.6
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9.0
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15.8
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17.6
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FS9.44
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H
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H
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9.2
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9.8
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19.2
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7.2
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600%%CSTORMPRO
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10.0
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20.4
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9.4
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402
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16.4
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9.0
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10.2
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7.36
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11.0
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16.4
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18.95
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ALL SIGNS & LINEMARKING TO BE IN ACCORDANCE WITH VICROADS TRAFFIC ENGINEERING MANUAL VOLUME 2 - SIGNS & MARKINGS. NOTE - ALL SIGN POSTS TO BE SLEEVED IN ACCORDANCE WITH COGG SD CGG710 - SIGN POSTS
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14.8
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9.6
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7.63
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11.2
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CROWN
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300
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7.52
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FS9.75
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8.8
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9.4
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H
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14.0
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11.4
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9.0
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12.0
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16.8
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225
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9.8
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15.6
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12.4
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10.2
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17.2
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11.8
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438
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SM
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8.2
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11.0
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15.0
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9.2
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10.8
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10.6
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14.0
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7.38
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19.59
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300%%C
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13.2
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8.6
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10.0
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15.8
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9.4
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9.6
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17.4
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16.2
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17.8
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8.0
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FS10.05
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11.8
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16.2
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15.2
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18.8
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10.4
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300 R302.35
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17.2
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I1
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9.0
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9.8
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14.2
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8.16
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15.2
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11.6
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13.2
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CH554.907
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16.8
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R9.6
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14.6
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10.2
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9.4
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16.4
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12.2
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9.4
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16.6
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18.4
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23.05.17
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12.0
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R156.2
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435
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8.10
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FS9.71
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13.4
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12.8
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16.8
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9.0
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H
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14.2
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13.2
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14.4
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15.0
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7.8
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13.0
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15.8
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H
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FS9.97
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9.4
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13.8
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9.8
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16.6
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12.2
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15.2
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13.6
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7.4
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404
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22.52
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10.2
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19.4
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7.37
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16.4
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11.4
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15.4
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11.8
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17.0
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CH862.234
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X
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I2
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8.0
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20.0
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12.8
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9.4
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28.11.16
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11.0
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17.6
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11.6
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7.6
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10.4
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20.6
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10.38
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8.6
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H
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16.8
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9.8
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10.6
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J3
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19.2
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9.2
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10.0
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18.2
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19.8
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CH801.314
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12.2
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10.6
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14.2
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10m DRAINAGE RESERVE
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14.8
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9.4
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9.6
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16.2
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FS10.62
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12.6
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13.0
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10.2
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14.4
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19.0
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12.0
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19.6
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TPCH556.131
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H
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16.2
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12.8
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15.2
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11.4
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16.0
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12.4
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I3
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NOTES 1.REFER TO SHEETS 13 & 14 FOR LIP PROFILES. REFER TO SHEETS 13 & 14 FOR LIP PROFILES. 2.REFER TO SHEETS 14 & 15 FOR SETOUT INFORMATION. REFER TO SHEETS 14 & 15 FOR SETOUT INFORMATION. 3.90 BENDS TO HAVE CENTRELINE MARKING WITH RRPM'S 90° BENDS TO HAVE CENTRELINE MARKING WITH RRPM'SAT MAX 6m SPACING.
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9.2
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17.2
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2m S E
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8.81
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11.2
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FS11.00
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19.8
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18.8
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17.6
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19.0
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10.0
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17.8
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ISSUED TO COUNCIL FOR APPROVAL
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12.2
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8.8
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12.4
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16.6
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R9.6
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17.0
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17.0
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600%%CSTORMPRO
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19.2
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12.0
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375%%C
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11.4
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LEGEND - INTERSECTION PLAN STORMWATER DRAIN, PIT & PROPERTY INLET SWALE DRAIN SEWER & MAINTENANCE STRUCTURES HOUSE DRAIN TACTILE PAVERS RAISED REFLECTIVE PAVEMENT MARKER - ONE WAY RAISED REFLECTIVE PAVEMENT MARKER - TWO WAY EXISTING HOUSE DRAIN RETAINING WALL PAVEMENT TREATMENT CONCRETE EDGE STRIP WITH SUBSOIL DRAIN, "NO ROAD" SIGN & BARRIER LIMIT OF WORKS EXISTING TREE TO BE REMOVED PERMANENT SURVEY MARK TEMPORARY BENCH MARK PROPOSED DRIVEWAY
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9.4
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10.4
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16.0
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13.4
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2m S E
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R161.35
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14.8
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15.4
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AMENDMENTS FROM COUNCIL COMMENTS
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17.6
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9.8
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7.58
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MONIER WAY
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1200%%C
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FS19.53
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9.2
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17.6
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13.8
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CH818.249
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17.2
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17.6
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X
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8.0
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15.4
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12.6
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9.6
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15.8
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14.2
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14.8
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11.4
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9.2
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9.4
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15.0
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J2
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15.6
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18.6
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600%%C
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10.2
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7.48
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10.6
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12.8
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11.6
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FS9.41
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9.2
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R103.35
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R313.2
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15.6
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9.6
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403
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19.84
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10.8
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13.0
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13.0
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14.0
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8.97
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9.2
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11.8
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14.6
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FS9.56
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RF/CW
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11.8
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12.6
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600
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B
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X
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SM
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9.4
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15.2
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FS10.31
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9.6
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15.4
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9.8
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11.50
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10.2
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1.5m ELEC EASEMENT
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FS10.43
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8.52
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9.0
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8.77
N
Rev
REVISION
DES/DFTDATE
Designed
Drawn
Authorised
Checked
Sheet No.
Drawing No.
of
APP'D
Date
Scale @ A1
Principal
© SMEC Australia Pty Ltd
ABN 47 065 475 149
These designs and drawings are
the copyright of SMEC Australia
Pty Ltd.
The drawing shall not be
reproduced or copied, in whole or
part, without the written permission
of SMEC Australia Pty Ltd.
The contents of this drawing are
electronically generated, are
confidential and may only be used
for the purpose for which they are
intended.
Approved for Construction
The Heights
Stage 4
City of Greater Geelong
Roadworks and Drainage
Intersection Detail Plan - 5
2001E-04-11 B
11 41
1:200
R. Forbes
C. Walsh
C. Birkett
S. McGlynn
November 2016
Riverlee Heights Pty. Ltd.
C/o SMEC Australia
Level 1, 47 Pakington Street, Geelong West 3218
l:\w
ork\eng\2001e - the heights\2001e - stage 4\dw
gs\2001e-04-11
WARNING
BEWARE OF UNDERGROUND SERVICES
The locations of underground services are approximate only and
their exact position should be proven on site.
No guarantee is given that all existing services are shown.
Locate all underground services before commencement of works
DIAL 1100 BEFORE YOU DIG
www.1100.com.au
420 8
URBAN DEVELOPMENT
Level 1, 47 Pakington Street, Geelong West VIC 3218
p +61 3 5228 3100 | f +61 3 5228 3199 | www.smec.com
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AA3
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7.4
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8.6
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18.4
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16.2
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9.4
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12.2
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18.00
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15.0
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9.0
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7.2
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B
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15.4
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16.4
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18.6
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9.2
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11.4
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7.8
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11.6
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FS9.44
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9.2
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15.8
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9.0
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10.4
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10.2
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17.4
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12.0
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8.8
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14.2
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1200%%C
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14.0
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FS9.74
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15.8
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17.2
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12.6
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17.0
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10.8
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18.2
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8.4
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18.6
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7.6
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600%%C
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10.6
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13.6
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16.6
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9.6
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375%%CR156.95m
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10m DRAINAGE RESERVE
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RF/CW
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12.8
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9.6
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17.2
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19.4
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S
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14.6
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13.6
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18.8
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Z1
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9.4
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7.0
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10.4
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9.0
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MONIER WAY
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CH852.927
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9.30
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14.4
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16.2
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8.60
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18.2
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18.0
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13.0
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R9.6
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18.6
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12.8
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10.2
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13.0
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600%%CSTORMPRO
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SM
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14.4
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FS9.33
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9.2
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10.0
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19.0
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13.4
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J2
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11.2
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13.6
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9.4
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16.0
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11.0
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18.80
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8.0
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300%%C
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20.4
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10.6
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19.0
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8.2
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8.6
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12.4
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19.8
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1200%%C
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9.0
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11.0
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MONIER WAY
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18.2
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19.8
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9.4
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14.0
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9.2
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16.0
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18.8
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21.4
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16.2
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405
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15.4
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10.2
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17.8
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9.2
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7.4
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SALISBURY CIRCUIT
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9.6
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15.6
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19.4
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8.4
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15.8
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375%%C
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15.2
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15.6
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16.6
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19.8
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14.8
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7.8
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13.4
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16.8
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7.6
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8.2
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FS9.20
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16.2
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8.0
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12.0
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17.2
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404
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11.8
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16.6
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R96.65
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8.8
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15.4
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13.0
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16.8
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9.4
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12.4
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12.6
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7.2
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9.0
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9.8
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9.0
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16.0
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15.6
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H
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19.6
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19.6
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CH902.946
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12.4
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20.2
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RTPCH884.993
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8.8
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13.4
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16.6
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9.2
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BB3
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8.8
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18.4
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ISSUED TO COUNCIL FOR APPROVAL
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8.6
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7.8
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8.8
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7.8
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9.6
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8.6
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19.2
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16.6
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19.6
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12.2
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17.0
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17.6
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7.4
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21.2
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8.16
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10.0
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9.8
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19.2
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H
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9.2
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15.6
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14.2
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7.37
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9.2
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17.6
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BB1
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9.4
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9.4
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15.2
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10.6
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13.2
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8.4
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18.25
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9.0
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12.8
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11.8
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8.10
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10.0
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CH862.234
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RTPCH919.563
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28.11.16
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11.0
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RTPCH937.872
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9.6
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FS9.56
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8.2
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19.4
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CH927.789
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14.2
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A
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9.0
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14.6
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7.2
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18.95
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17.8
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7.4
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16.4
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9.4
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13.8
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14.0
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9.2
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18.6
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9.4
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9.0
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17.8
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AA2
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J1
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600%%CSTORMPRO
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11.8
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9.6
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9.0
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13.2
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18.4
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12.6
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7.2
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8.6
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9.2
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11.8
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RTPCH934.251
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10.8
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8.2
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CH882.644
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19.0
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9.0
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Z2
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19.59
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23.05.17
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11.2
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8.0
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12.8
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13.8
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FS19.61
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10.0
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17.0
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7.36
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12.4
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8.2
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9.4
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19.0
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20.0
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14.6
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18.8
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16.0
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15.0
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RTPCH 858.220
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9.0
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403
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11.0
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9.2
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H
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RTPCH881.246
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9.4
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H
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19.4
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8.0
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FS19.68
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11.4
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7.6
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12.0
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ALL SIGNS & LINEMARKING TO BE IN ACCORDANCE WITH VICROADS TRAFFIC ENGINEERING MANUAL VOLUME 2 - SIGNS & MARKINGS. NOTE - ALL SIGN POSTS TO BE SLEEVED IN ACCORDANCE WITH COGG SD CGG710 - SIGN POSTS
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8.8
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20.0
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9.2
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12.0
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8.6
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16.8
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19.8
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17.4
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8.6
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FS19.76
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17.8
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14.2
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7.4
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7.8
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FS19.56
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17.2
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14.8
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15.0
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R156.2
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12.2
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13.8
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9.6
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13.0
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9.6
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16.4
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18.2
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10.2
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11.4
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11.2
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17.6
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8.0
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11.0
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14.0
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20.4
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LEGEND - INTERSECTION PLAN STORMWATER DRAIN, PIT & PROPERTY INLET SWALE DRAIN SEWER & MAINTENANCE STRUCTURES HOUSE DRAIN TACTILE PAVERS RAISED REFLECTIVE PAVEMENT MARKER - ONE WAY RAISED REFLECTIVE PAVEMENT MARKER - TWO WAY EXISTING HOUSE DRAIN RETAINING WALL PAVEMENT TREATMENT CONCRETE EDGE STRIP WITH SUBSOIL DRAIN, "NO ROAD" SIGN & BARRIER LIMIT OF WORKS EXISTING TREE TO BE REMOVED PERMANENT SURVEY MARK TEMPORARY BENCH MARK PROPOSED DRIVEWAY
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R146.1
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8.8
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16.8
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15.2
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11.2
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20.6
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13.6
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RF/CW
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9.2
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18.0
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20.2
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X
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17.6
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9.4
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9.4
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8.0
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19.2
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13.6
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10.4
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FS19.63
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9.4
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14.0
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17.0
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13.4
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8.19
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13.2
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9.23
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14.2
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9.2
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11.4
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18.8
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10.8
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13.2
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FS9.47
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9.4
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FS9.68
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11.6
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FS9.54
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7.2
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8.2
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H
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10.6
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RTPCH915.942
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10.4
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9.2
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14.0
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12.4
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406
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19.4
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17.4
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18.8
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9.6
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J3
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13.0
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9.2
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7.6
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9.2
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18.4
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11.8
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20.0
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13.4
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9.4
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18.4
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20.0
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10.8
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14.8
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13.8
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8.4
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15.6
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14.8
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13.2
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SM
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20.0
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NOTES 1.REFER TO SHEETS 13 & 14 FOR LIP PROFILES. REFER TO SHEETS 13 & 14 FOR LIP PROFILES. 2.REFER TO SHEETS 14 & 15 FOR SETOUT INFORMATION. REFER TO SHEETS 14 & 15 FOR SETOUT INFORMATION. 3.90 BENDS TO HAVE CENTRELINE MARKING WITH RRPM'S 90° BENDS TO HAVE CENTRELINE MARKING WITH RRPM'SAT MAX 6m SPACING.
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TPCH556.131
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12.6
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300%%C
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16.2
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18.00
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15.2
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16.0
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9.2
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FS19.53
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9.2
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7.4
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16.4
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BB2
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9.8
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10.2
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FS9.44
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11.6
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18.0
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11.2
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10.8
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8.97
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FS9.64
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R161.35
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9.2
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11.6
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12.2
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15.8
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7.2
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14.4
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14.6
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2m S E
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7.6
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19.2
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17.0
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Z3
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12.8
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15.4
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17.8
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11.4
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17.4
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15.0
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14.2
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7.0
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7.38
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CH554.907
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8.68
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H
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AA1
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9.8
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18.6
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14.4
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14.4
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14.8
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8.4
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15.4
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10.6
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B3 KERB
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CH860.778
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15.8
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12.6
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12.0
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15.0
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16.4
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19.6
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14.6
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AMENDMENTS FROM COUNCIL COMMENTS
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17.6
N
Rev
REVISION
DES/DFTDATE
Designed
Drawn
Authorised
Checked
Sheet No.
Drawing No.
of
APP'D
Date
Scale @ A1
Principal
© SMEC Australia Pty Ltd
ABN 47 065 475 149
These designs and drawings are
the copyright of SMEC Australia
Pty Ltd.
The drawing shall not be
reproduced or copied, in whole or
part, without the written permission
of SMEC Australia Pty Ltd.
The contents of this drawing are
electronically generated, are
confidential and may only be used
for the purpose for which they are
intended.
Approved for Construction
The Heights
Stage 4
City of Greater Geelong
Roadworks and Drainage
Intersection Detail Plan - 6
2001E-04-12 B
12 41
1:200
R. Forbes
C. Walsh
C. Birkett
S. McGlynn
November 2016
Riverlee Heights Pty. Ltd.
C/o SMEC Australia
Level 1, 47 Pakington Street, Geelong West 3218
l:\w
ork\eng\2001e - the heights\2001e - stage 4\dw
gs\2001e-04-12
WARNING
BEWARE OF UNDERGROUND SERVICES
The locations of underground services are approximate only and
their exact position should be proven on site.
No guarantee is given that all existing services are shown.
Locate all underground services before commencement of works
DIAL 1100 BEFORE YOU DIG
www.1100.com.au
420 8
URBAN DEVELOPMENT
Level 1, 47 Pakington Street, Geelong West VIC 3218
p +61 3 5228 3100 | f +61 3 5228 3199 | www.smec.com
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16.0
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19.0
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18.2
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9.6
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12.6
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19.6
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7.4
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8.68
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9.4
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15.8
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9.2
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9.8
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18.8
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19.6
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20.4
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19.4
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10.4
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17.0
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18.0
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8.60
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16.6
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14.8
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11.2
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12.4
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20.2
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13.8
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RTPCH966.554
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19.8
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10.6
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14.6
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15.8
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20.4
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19.2
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12.0
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RTPCH919.563
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9.30
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8.4
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18.4
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13.0
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14.6
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9.0
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9.8
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17.2
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13.8
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16.2
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12.0
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7.2
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7.4
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9.4
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16.6
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19.2
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10.0
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10.6
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16.8
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8.2
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8.6
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12.6
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11.6
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14.6
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20.0
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BB2
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9.4
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FS20.35
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NOTES 1.REFER TO SHEETS 13 & 14 FOR LIP PROFILES. REFER TO SHEETS 13 & 14 FOR LIP PROFILES. 2.REFER TO SHEETS 14 & 15 FOR SETOUT INFORMATION. REFER TO SHEETS 14 & 15 FOR SETOUT INFORMATION. 3.90 BENDS TO HAVE CENTRELINE MARKING WITH RRPM'S 90° BENDS TO HAVE CENTRELINE MARKING WITH RRPM'SAT MAX 6m SPACING.
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H
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H
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LEGEND - INTERSECTION PLAN STORMWATER DRAIN, PIT & PROPERTY INLET SWALE DRAIN SEWER & MAINTENANCE STRUCTURES HOUSE DRAIN TACTILE PAVERS RAISED REFLECTIVE PAVEMENT MARKER - ONE WAY RAISED REFLECTIVE PAVEMENT MARKER - TWO WAY EXISTING HOUSE DRAIN RETAINING WALL PAVEMENT TREATMENT CONCRETE EDGE STRIP WITH SUBSOIL DRAIN, "NO ROAD" SIGN & BARRIER LIMIT OF WORKS EXISTING TREE TO BE REMOVED PERMANENT SURVEY MARK TEMPORARY BENCH MARK PROPOSED DRIVEWAY
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9.4
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8.8
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12.6
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9.8
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408
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19.4
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14.6
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15.8
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18.00
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9.23
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19.8
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17.2
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8.4
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18.2
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18.8
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15.0
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406
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300%%C
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407
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7.0
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20.8
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9.4
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17.8
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10.8
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9.2
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13.4
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H
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8.0
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16.0
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10.6
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18.2
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18.4
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10.4
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ISSUED TO COUNCIL FOR APPROVAL
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7.8
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7.38
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CC3
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15.4
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17.2
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ALL SIGNS & LINEMARKING TO BE IN ACCORDANCE WITH VICROADS TRAFFIC ENGINEERING MANUAL VOLUME 2 - SIGNS & MARKINGS. NOTE - ALL SIGN POSTS TO BE SLEEVED IN ACCORDANCE WITH COGG SD CGG710 - SIGN POSTS
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19.2
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16.2
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375%%C
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9.2
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13.6
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18.0
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16.6
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17.6
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8.2
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14.0
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FS10.06
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BB3
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10.2
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16.4
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7.09
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13.2
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13.6
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H
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13.4
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17.4
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7.36
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15.0
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15.6
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20.00
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B3 KERB
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8.8
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10.0
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13.0
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S
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MONIER WAY
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CC2
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9.4
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21.0
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13.2
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7.6
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12.8
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20.8
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11.0
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20.0
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AA2
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12.8
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9.0
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12.0
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7.2
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16.8
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14.8
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18.6
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FS19.68
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18.4
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13.8
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18.84
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7.6
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14.0
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17.8
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17.8
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10.6
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19.0
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CH980.483
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13.0
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15.6
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EXISTING DEVELOPMENT
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19.4
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16.0
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9.6
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15.0
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15.6
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16.6
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20.2
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H
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SM
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8.8
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16.4
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12.0
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FS10.51
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11.8
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7.4
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13.0
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300%%C
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AA1
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10.0
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15.4
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9.2
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11.6
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17.0
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8.2
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15.0
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14.4
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15.2
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7.8
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12.8
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18.8
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20.2
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17.4
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14.4
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21.6
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11.8
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13.2
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14.8
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15.2
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9.0
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8.8
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8.2
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17.2
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13.6
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14.8
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17.6
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16.0
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14.2
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11.6
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CC1
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7.2
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19.0
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FS19.76
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15.4
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7.8
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9.4
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RF/CW
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11.6
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RTPCH937.872
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18.6
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10.0
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19.2
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15.2
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9.6
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9.2
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19.8
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10.8
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14.0
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19.4
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14.2
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7.8
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10.2
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18.8
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19.6
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13.4
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15.6
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15.2
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14.4
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8.6
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18.0
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10.2
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15.6
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19.6
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15.4
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11.4
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FS9.64
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11.0
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11.8
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CH927.789
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12.4
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13.6
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11.4
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14.2
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16.2
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12.2
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13.6
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18.4
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14.6
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20.0
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19.8
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8.6
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16.2
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12.8
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12.4
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11.8
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15.4
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18.0
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FS19.63
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S
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8.8
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12.4
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14.6
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12.6
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9.2
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16.4
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17.6
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10.4
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18.6
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17.6
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18.2
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11.2
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11.4
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9.6
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11.6
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8.4
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CH985.129
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RTPCH915.942
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12.0
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14.2
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FS9.33
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12.6
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21.2
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7.6
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9.6
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BB1
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10.6
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14.8
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19.0
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8.4
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10.0
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RTPCH970.175
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13.8
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8.2
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7.0
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9.2
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13.6
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12.6
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14.4
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CH953.315
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13.4
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11.2
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20.6
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21.2
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11.2
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17.8
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11.4
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10.2
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13.0
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B
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FS9.68
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9.8
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8.6
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12.4
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A
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20.2
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9.4
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12.8
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17.2
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17.4
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9.2
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FS9.74
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18.80
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AMENDMENTS FROM COUNCIL COMMENTS
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15.2
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17.4
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9.8
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10.8
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20.6
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16.4
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20.4
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7.2
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11.8
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18.8
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12.4
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15.0
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7.0
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10.8
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17.0
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11.2
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9.8
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AA3
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16.4
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9.6
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19.4
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16.8
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21.0
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17.4
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14.4
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9.0
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7.4
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14.8
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12.2
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15.8
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B3 KERB
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19.6
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RF/CW
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18.2
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17.6
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18.6
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12.2
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13.8
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28.11.16
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8.6
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13.2
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17.0
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13.4
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8.0
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SM
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23.05.17
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20.0
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9.8
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13.2
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20.4
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17.8
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10.4
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10.4
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9.4
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17.0
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18.00
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12.2
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8.0
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16.6
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RTPCH934.251
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9.6
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13.2
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CH902.946
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9.2
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10.2
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20.6
N
Rev
REVISION
DES/DFTDATE
Designed
Drawn
Authorised
Checked
Sheet No.
Drawing No.
of
APP'D
Date
Scale @ A1
Principal
© SMEC Australia Pty Ltd
ABN 47 065 475 149
These designs and drawings are
the copyright of SMEC Australia
Pty Ltd.
The drawing shall not be
reproduced or copied, in whole or
part, without the written permission
of SMEC Australia Pty Ltd.
The contents of this drawing are
electronically generated, are
confidential and may only be used
for the purpose for which they are
intended.
Approved for Construction
The Heights
Stage 4
City of Greater Geelong
Roadworks and Drainage
Intersection Detail Plan - 1
2001E-04-07 B
7 41
1:200
R. Forbes
C. Walsh
C. Birkett
S. McGlynn
November 2016
Riverlee Heights Pty. Ltd.
C/o SMEC Australia
Level 1, 47 Pakington Street, Geelong West 3218
l:\w
ork\eng\2001e - the heights\2001e - stage 4\dw
gs\2001e-04-07
WARNING
BEWARE OF UNDERGROUND SERVICES
The locations of underground services are approximate only and
their exact position should be proven on site.
No guarantee is given that all existing services are shown.
Locate all underground services before commencement of works
DIAL 1100 BEFORE YOU DIG
www.1100.com.au
420 8
URBAN DEVELOPMENT
Level 1, 47 Pakington Street, Geelong West VIC 3218
p +61 3 5228 3100 | f +61 3 5228 3199 | www.smec.com
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9.2
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M2 INVERT
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FS9.68
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LTPCH275.666
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7.4
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FS9.29
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6.4
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8.4
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7.6
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S
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6.6
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7.0
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10.08
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S2
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8.6
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8.6
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9.6
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6.4
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6.8
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CH329.694
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8.79
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7.8
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GG2
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7.8
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8.2
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9.4
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CROWN
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9.0
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7.8
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FS9.61
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7.57
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5.4
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FOR CONTINUATION REFER BELOW
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H
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9.4
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9.6
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9.4
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6.6
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6.2
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5.2
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X
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8.4
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9.2
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9.2
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FS9.27
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5.8
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8.8
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SALISBURY CIRCUIT
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9.2
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RF/CW
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FS9.60
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H
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9.0
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S1
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8.8
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9.0
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8.0
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300%%C
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9.2
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9.0
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7.6
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8.0
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FS9.56
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6.2
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8.2
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417
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9.2
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TPCH148.000
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7.6
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6.49
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8.6
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1200%%C
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7.2
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6.0
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8.0
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9.2
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8.0
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9.2
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B3 KERB
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U4
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9.4
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8.8
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9.4
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U2
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9.6
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7.6
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RF/CW
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7.0
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28.11.16
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8.2
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X
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B
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9.4
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8.6
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FF2
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8.2
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7.4
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CH80.000
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9.2
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BEACON AVENUE
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5.6
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9.2
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6.8
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T2
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7.6
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T1
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7.0
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CH140.000
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FS9.56
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6.77
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9.6
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8.2
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8.89
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9.2
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FF3
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7.2
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9.4
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9.07
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SALISBURY CIRCUIT
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8.6
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5.6
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R13
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7.2
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9.2
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6.8
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CH268.917
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BEACON AVENUE
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9.0
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8.6
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8.4
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8.4
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GG1
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9.4
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5.2
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6.6
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SM
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8.08
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B3 KERB
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7.4
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CH100.000
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FS9.21
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TPCH183.900
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9.2
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300%%C
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1200%%C
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8.8
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7.8
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9.4
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7.0
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TPCH151.621
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9.2
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EE3
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9.0
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7.0
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8.8
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9.0
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9.2
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8.4
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4.8
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8.71
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LTPCH299.225
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EE1
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423
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TPCH180.279
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7.2
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DD2
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FOR CONTINUATION REFER INSET A
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DD3
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FS9.50
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8.8
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8.0
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8.92
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U3
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9.4
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7.4
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FS9.33
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8.2
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7.95
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U5
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7.4
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8.6
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9.0
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H
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9.2
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1200%%C
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FS9.23
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7.4
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9.02
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300%%C
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8.0
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4.8
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1200%%C
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5.4
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LEGEND - INTERSECTION PLAN STORMWATER DRAIN, PIT & PROPERTY INLET SWALE DRAIN SEWER & MAINTENANCE STRUCTURES HOUSE DRAIN TACTILE PAVERS RAISED REFLECTIVE PAVEMENT MARKER - ONE WAY RAISED REFLECTIVE PAVEMENT MARKER - TWO WAY EXISTING HOUSE DRAIN RETAINING WALL PAVEMENT TREATMENT CONCRETE EDGE STRIP WITH SUBSOIL DRAIN, "NO ROAD" SIGN & BARRIER LIMIT OF WORKS EXISTING TREE TO BE REMOVED PERMANENT SURVEY MARK TEMPORARY BENCH MARK PROPOSED DRIVEWAY
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8.4
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8.2
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750
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X
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6.6
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EE2
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1500%%C
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1200%%C
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6.8
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1500%%C
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9.2
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8.91
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CH100.000
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6.0
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9.0
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CH120.000
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8.2
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6.2
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8.0
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9.4
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FF1
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9.2
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7.58
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9.6
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5.8
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4.8
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8.4
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8.8
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9.0
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9.2
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6.2
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6.4
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6.4
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CH61.426
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8.6
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CH299.694
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8.0
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8.6
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7.6
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9.4
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6.2
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5.0
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750
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%%UINSET A
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8.4
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9.0
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CH45.946
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7.8
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9.4
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9.2
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8.8
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7.0
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5.0
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8.0
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9.0
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5.8
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AMENDMENTS FROM COUNCIL COMMENTS
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9.4
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T3
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750
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7.0
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5.2
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9.4
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7.4
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9.4
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CH315.151
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7.6
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7.8
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9.2
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9.31
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H
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6.0
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8.0
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8.8
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9.2
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8.14
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9.0
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6.0
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6.6
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6.4
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9.2
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LTPCH19.385
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8.2
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CH315.694
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FS9.41
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9.0
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9.2
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NOTES 1.REFER TO SHEETS 13 & 14 FOR LIP PROFILES. REFER TO SHEETS 13 & 14 FOR LIP PROFILES. 2.REFER TO SHEETS 14 & 15 FOR SETOUT INFORMATION. REFER TO SHEETS 14 & 15 FOR SETOUT INFORMATION. 3.90 BENDS TO HAVE CENTRELINE MARKING WITH RRPM'S 90° BENDS TO HAVE CENTRELINE MARKING WITH RRPM'SAT MAX 6m SPACING.
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R9.6
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8.8
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5.6
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8.6
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9.6
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7.0
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9.4
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9.2
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9.2
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7.8
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8.2
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6.0
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8.4
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U1
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8.0
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450
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FS9.20
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9.0
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5.8
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5.6
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3.5m D&S E
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7.6
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8.6
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6.4
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6.8
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5.4
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6.0
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CH80.000
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HH2
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8.6
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6.6
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9.0
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8.4
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R9.6
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7.6
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9.2
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300%%C
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8.6
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8.93
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R9.6
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9.4
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300%%C
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HH1
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9.6
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CH66.426
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7.8
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FS9.67
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5.0
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9.0
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9.4
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7.54
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9.2
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9.2
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8.4
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9.2
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750
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6.6
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A
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FS9.44
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GG3
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9.0
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FS9.43
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421
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8.4
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23.05.17
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9.4
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9.2
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9.0
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4.8
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6.8
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9.4
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9.2
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8.8
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422
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6.2
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8.6
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9.0
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7.4
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9.0
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FS9.49
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8.2
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5.2
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9.4
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7.8
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9.4
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9.2
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7.0
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8.8
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6.2
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8.8
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9.0
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9.2
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8.2
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9.2
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H
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6.0
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FS9.32
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8.09
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8.6
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9.4
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7.2
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420
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9.00
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9.2
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1200%%C
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300%%C
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9.2
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6.4
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M2 INVERT
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1500%%C
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FS9.22
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ISSUED TO COUNCIL FOR APPROVAL
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9.6
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8.88
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8.8
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X
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750
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8.4
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7.2
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6.4
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8.2
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8.13
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9.2
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419
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9.4
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GEELONG RING ROAD
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5.4
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6.6
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7.6
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8.76
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CH342.694
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ALL SIGNS & LINEMARKING TO BE IN ACCORDANCE WITH VICROADS TRAFFIC ENGINEERING MANUAL VOLUME 2 - SIGNS & MARKINGS. NOTE - ALL SIGN POSTS TO BE SLEEVED IN ACCORDANCE WITH COGG SD CGG710 - SIGN POSTS
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9.0
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8.0
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6.2
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8.8
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9.0
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7.8
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9.0
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9.0
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5.8
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9.2
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SM
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8.4
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7.6
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7.6
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7.4
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418
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FS9.50
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6.8
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6.4
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8.4
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8.06
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8.0
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5.8
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5.4
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6.0
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9.2
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DD1
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7.8
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300%%C
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9.0
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8.2
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9.0
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FS9.42
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CH329.151
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6.8
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9.4
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5.6
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9.2
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5.0
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7.52
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9.0
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7.8
N
Rev
REVISION
DES/DFTDATE
Designed
Drawn
Authorised
Checked
Sheet No.
Drawing No.
of
APP'D
Date
Scale @ A1
Principal
© SMEC Australia Pty Ltd
ABN 47 065 475 149
These designs and drawings are
the copyright of SMEC Australia
Pty Ltd.
The drawing shall not be
reproduced or copied, in whole or
part, without the written permission
of SMEC Australia Pty Ltd.
The contents of this drawing are
electronically generated, are
confidential and may only be used
for the purpose for which they are
intended.
Approved for Construction
The Heights
Stage 4
City of Greater Geelong
Roadworks and Drainage
Intersection Detail Plan - 2
2001E-04-08 B
8 41
1:200
R. Forbes
C. Walsh
C. Birkett
S. McGlynn
November 2016
Riverlee Heights Pty. Ltd.
C/o SMEC Australia
Level 1, 47 Pakington Street, Geelong West 3218
l:\w
ork\eng\2001e - the heights\2001e - stage 4\dw
gs\2001e-04-08
WARNING
BEWARE OF UNDERGROUND SERVICES
The locations of underground services are approximate only and
their exact position should be proven on site.
No guarantee is given that all existing services are shown.
Locate all underground services before commencement of works
DIAL 1100 BEFORE YOU DIG
www.1100.com.au
420 8
URBAN DEVELOPMENT
Level 1, 47 Pakington Street, Geelong West VIC 3218
p +61 3 5228 3100 | f +61 3 5228 3199 | www.smec.com
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FS9.55
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RF/CW
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9.6
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FS9.37
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FS9.97
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7.82
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FS9.41
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10.0
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9.4
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8.06
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9.4
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LTPCH299.225
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1200%%C
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9.4
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FS9.50
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FS9.85
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9.4
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FS10.13
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7.91
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419
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7.97
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H
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6.0
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9.4
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9.6
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1200%%C
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9.2
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CH315.694
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9.2
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7.86
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FS9.82
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CH342.694
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9.4
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SALISBURY CIRCUIT
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7.4
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9.8
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9.6
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7.69
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6.77
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FS9.67
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CH381.651
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8.0
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424
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B
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FS9.60
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9.6
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426
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8.03
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9.8
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CH432.951
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8.10
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7.62
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CH395.694
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FS10.20
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9.6
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9.6
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6.6
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SALISBURY CIRCUIT
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7.96
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H
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FS10.11
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7.71
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6.4
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9.2
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7.98
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7.6
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9.8
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9.2
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H
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8.06
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S
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9.0
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416
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413
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9.0
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417
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10.2
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CH369.151
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10.0
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FS9.72
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H
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6.2
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9.8
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8.76
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9.4
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6.8
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8.2
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434
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8.2
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FS9.29
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423
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H
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7.2
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9.2
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9.4
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7.52
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A
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FS9.90
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9.6
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7.2
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FS10.23
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R9.6
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415
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9.6
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CH356.651
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9.6
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9.2
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9.6
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7.96
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7.4
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CH356.694
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9.2
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H
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CH370.694
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CH448.141
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7.8
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9.0
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FS10.01
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FS10.21
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9.07
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8.6
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2m S E
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9.6
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H
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8.6
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FS9.92
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7.0
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FS9.56
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FS9.88
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7.59
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7.86
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9.4
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9.2
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432
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300
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225
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2m S E
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8.09
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8.8
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300
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9.6
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8.14
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CH420.151
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8.4
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7.98
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FS9.78
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9.4
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H
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9.6
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FS10.07
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420
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8.8
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9.6
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7.89
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433
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H
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300%%C
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425
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LEGEND - INTERSECTION PLAN STORMWATER DRAIN, PIT & PROPERTY INLET SWALE DRAIN SEWER & MAINTENANCE STRUCTURES HOUSE DRAIN TACTILE PAVERS RAISED REFLECTIVE PAVEMENT MARKER - ONE WAY RAISED REFLECTIVE PAVEMENT MARKER - TWO WAY EXISTING HOUSE DRAIN RETAINING WALL PAVEMENT TREATMENT CONCRETE EDGE STRIP WITH SUBSOIL DRAIN, "NO ROAD" SIGN & BARRIER LIMIT OF WORKS EXISTING TREE TO BE REMOVED PERMANENT SURVEY MARK TEMPORARY BENCH MARK PROPOSED DRIVEWAY
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FS9.50
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8.6
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FS9.50
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418
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9.4
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7.95
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FS10.15
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9.2
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9.8
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9.8
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CH329.694
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428
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7.95
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7.89
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FS9.95
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8.93
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FS9.89
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CH315.151
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9.6
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7.66
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FS9.56
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H
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ISSUED TO COUNCIL FOR APPROVAL
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7.8
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8.01
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7.26
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5.8
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CH409.651
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9.2
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8.08
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9.4
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10.0
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8.8
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S1
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T3
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8.2
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FS9.77
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8.0
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ALL SIGNS & LINEMARKING TO BE IN ACCORDANCE WITH VICROADS TRAFFIC ENGINEERING MANUAL VOLUME 2 - SIGNS & MARKINGS. NOTE - ALL SIGN POSTS TO BE SLEEVED IN ACCORDANCE WITH COGG SD CGG710 - SIGN POSTS
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9.4
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430
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7.56
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9.8
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FS9.82
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H
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FS9.46
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7.97
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8.4
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9.4
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10.0
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FS9.43
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FS9.73
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X
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7.6
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414
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7.87
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NOTES 1.REFER TO SHEETS 13 & 14 FOR LIP PROFILES. REFER TO SHEETS 13 & 14 FOR LIP PROFILES. 2.REFER TO SHEETS 14 & 15 FOR SETOUT INFORMATION. REFER TO SHEETS 14 & 15 FOR SETOUT INFORMATION. 3.90 BENDS TO HAVE CENTRELINE MARKING WITH RRPM'S 90° BENDS TO HAVE CENTRELINE MARKING WITH RRPM'SAT MAX 6m SPACING.
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FS9.77
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429
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8.08
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5.8
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9.4
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23.05.17
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FS9.67
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9.6
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3.5m D&S E
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FS9.94
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CH383.194
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431
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CH395.651
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SM
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525
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SM
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9.2
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9.4
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FS9.61
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CH329.151
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7.76
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H
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1200%%C
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AMENDMENTS FROM COUNCIL COMMENTS
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FS9.72
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H
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9.6
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9.8
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8.4
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8.10
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RF/CW
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7.90
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7.95
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CH340.651
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427
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28.11.16