st kila rd subject site melbourne queens lane
TRANSCRIPT
(c)
2018
Tra
nso
ft
Soluti
ons, In
c.
All
rights re
serv
ed.
(c)
2018
Tra
nso
ft
Soluti
ons, In
c.
All
rights re
serv
ed.
(c)
2018
Tra
nso
ft
Soluti
ons, In
c.
All
rights re
serv
ed.
(c) 201
8 Trans
oft Solu
tions, I
nc. All
rights r
eserved.
(c)
2018
Tra
nso
ft
Soluti
ons, In
c.
All
rights re
serv
ed.
Project
Client
Drawing Number
Description
Status
Revision
3:
30:
31
PM
1/
05/
2018
PRELIMINARY
Date
Drawn / Approved
Title
PERMISSION OF IMPACT TRAFFIC ENGINEERING PTY LTD.
PHOTOCOPYING, RECORDING OR OTHERWISE) WITHOUT THE PRIOR WRITTEN
BY ANY MEANS WHATSOEVER (GRAPHIC, ELECTRONIC, MECHANICAL,
DISTRIBUTED OR TRANSMITTED EITHER WHOLLY OR IN PART, IN ANY FORM OR
AND CANNOT BE REPRODUCED, PUBLISHED, STORED, COPIED, ADAPTED,
THIS WORK IS EXCLUSIVELY OWNED BY IMPACT TRAFFIC ENGINEERING PTY LTD
IMPACT TRAFFIC ENGINEERING PTY LTD. © 2018. ALL RIGHTS RESERVED.
LEVEL 17, 31 QUEEN STREET, MELBOURNE VIC 3000
ABN 78 611 424 107IMPACT TRAFFIC ENGINEERING PTY LTD
ISSUED FOR INFORMATION
1: 600 @ A3 CIMP180313 - DG - 01
2018 - 05 - 01
8.8m MEDIUM RIGID SWEPT PATH - 1DEMOLITION STAGETRAFFIC MANAGEMENT PLAN
HICKORY / MANN GROUP
1260
MELWAY ONLINE REF: MAP 58 A2BR / ACS
3
THE MAYFAIR412 ST KILDA ROAD, MELBOURNECITY OF PORT PHILLIP
MELBOURNE
412 ST KILDA ROAD,
SUBJECT SITE
8.8m MEDIUM RIGID VEHICLE
1.50 5.00
8.80
: 34.0STEERING ANGLE
: 6.0LOCK TO LOCK TIME
: 2.50TRACK
: 2.50WIDTH
METERS
QUEENS LANE
ST KILDA ROAD
CR
ES
CE
NT
BO
WE
N
KIN
GS W
AY
N
QUEENS ROAD
VEHICLE SWEPT PATH
EGRESS: 8.8m MEDIUM RIGID
VEHICLE SWEPT PATH
INGRESS: 8.8m MEDIUM RIGID
VEHICLE MOVEMENTS, AS REQUIRED
CYCLISTS, LOCAL TRAFFIC AND CONSTRUCTION
TRAFFIC CONTROLLER TO SUPERVISE PEDESTRIANS,
VEHICLE MOVEMENTS, AS REQUIRED
CYCLISTS, LOCAL TRAFFIC AND CONSTRUCTION
TRAFFIC CONTROLLER TO SUPERVISE PEDESTRIANS,
N.S(1 SPACE)LOADING ZONE
N.S(3 SPACES)LOADING ZONE
N.S(1 SPACE)TAXI ZONE
(2 SPACES)LOADING ZONE
N.S(3 SPACES)LOADING ZONE
N.S
QUEENS LANE EASTERN KERB - EXISTING PARKING RESTRICTIONS
PROPOSED(1 SPACE)
N.S
PREPARE TO STOP
PREPARE TO STOP
ROAD
SIDE
ON
PREPARE TO STOP
ROAD
SIDE
ON
PREPARE TO STOP
SITE ACCESS GATE
SCAFFOLDING
HOARDING (TYPICAL)
LEGEND
DEVICES NOT REQUIRED OUTSIDE HOURS OF OPERATION.
REMOVE OR COVER UP TEMPORARY TRAFFIC MANAGEMENT SIGNS AND OTHER TRAFFIC CONTROL3.
SIGNS DURING HOURS OF OPERATION.
REMOVE OR COVER UP PERMANENT SIGNS THAT CONFLICT WITH TEMPORARY TRAFFIC MANAGEMENT2.
7AM-6PM MONDAY TO FRIDAY / 9AM-3PM SATURDAY
CONSTRUCTION-TYPICAL:1.
HOURS OF OPERATION
CODE OF PRACTICE - CLAUSE 84.
CYCLIST MOVEMENTS AS REQUIRED) IN ACCORDANCE WITH ROAD MANAGEMENT ACT 2004,
TRAFFIC CONTROLLERS TO ACT (SUPERVISE CONSTRUCTION TRAFFIC, PEDESTRIAN AND8.
TO THE LINE OF SIGHT FROM THE DRIVER TO THE SIGN.
SIGNS SHALL FACE TOWARDS APPROACHING TRAFFIC APPROXIMATELY AT RIGHT ANGLES7.
ALL SIGNS SHALL BE PERMANENTLY HIGH MOUNTED, WHERE APPROPRIATE.6.
ADVANCED WARNING SIGNS TO BE FITTED WITH FLAGS AS SHOWN.5.
ROAD SAFETY (TRAFFIC MANAGEMENT) REGULATIONS 2009.
USE OF TRAFFIC CONTROL DEVICES TO CONTROL TRAFFIC AND PARKING TO BE IN ACCORDANCE WITH THE4.
OF TRAFFIC CONTROL DEVICES.
AND ROAD MANAGEMENT ACT 2004, CODE OF PRACTICE TO ENSURE CORRECT INSTALLATION
TRAFFIC MANAGEMENT PLAN SHOULD BE READ IN CONJUNCTION WITH AUSTRALIAN STANDARD AS1742.3-20093.
LOCAL ROAD - BOWEN CRESCENT / QUEENS LANE / QUEENS ROAD
DECLARED ROADS - ST KILDA ROAD / KINGS WAY2.
NEARMAP IMAGE - 04-05-2017
HICKORY - 23756 001B.DWG
BASE INFORMATION:1.
INSTALLATION NOTES
A
DG04
B
DG04
C
DG04
D
DG04(c
) 2018
Tra
nso
ft
Soluti
ons, In
c.
All
rights re
serv
ed.
SUBJECT SITE
SCAFFOLD
PROTECTIVE GANTRY
HOARDING
PEDESTRIAN ROUTE
EXISTING FEATURES
TRAFFIC CONTROLLER
8.8m MEDIUM RIGID VEHICLE8.8m MEDIUM RIGID VEHICLE
GANTRY
HOIST ON
SITE AMENITIES ABOVE
OVERHEAD PROTECTION GANTRY WITH
SITE SHED
(c)
2018
Tra
ns o
ft
Soluti
ons, In
c.
Al l
right s re
serv
ed.
(c)
2018
Tra
ns o
ft
Soluti
ons, In
c.
Al l
right s re
serv
ed.
(c)
2018
Tra
ns o
ft
Soluti
ons, In
c.
Al l
right s re
serv
ed.
(c) 2018
Transof
t Solutio
ns, Inc.
All righ
ts reser
ved.
(c)
2018
Transo
ft Soluti
ons, In
c.
All
rights re
serv
ed.
(c)
2018
Tra
ns o
ft
Soluti
ons, In
c.
Al l
right s re
serv
ed.
Project
Client
Drawing Number
Description
Status
Revision
3:
30:
35
PM
1/
05/
2018
PRELIMINARY
Date
Drawn / Approved
Title
PERMISSION OF IMPACT TRAFFIC ENGINEERING PTY LTD.
PHOTOCOPYING, RECORDING OR OTHERWISE) WITHOUT THE PRIOR WRITTEN
BY ANY MEANS WHATSOEVER (GRAPHIC, ELECTRONIC, MECHANICAL,
DISTRIBUTED OR TRANSMITTED EITHER WHOLLY OR IN PART, IN ANY FORM OR
AND CANNOT BE REPRODUCED, PUBLISHED, STORED, COPIED, ADAPTED,
THIS WORK IS EXCLUSIVELY OWNED BY IMPACT TRAFFIC ENGINEERING PTY LTD
IMPACT TRAFFIC ENGINEERING PTY LTD. © 2018. ALL RIGHTS RESERVED.
LEVEL 17, 31 QUEEN STREET, MELBOURNE VIC 3000
ABN 78 611 424 107IMPACT TRAFFIC ENGINEERING PTY LTD
ISSUED FOR INFORMATION
1: 600 @ A3 CIMP180313 - DG - 02
2018 - 05 - 01
8.8m MEDIUM RIGID SWEPT PATH - 2DEMOLITION STAGETRAFFIC MANAGEMENT PLAN
HICKORY / MANN GROUP
1260
MELWAY ONLINE REF: MAP 58 A2BR / ACS
3
THE MAYFAIR412 ST KILDA ROAD, MELBOURNECITY OF PORT PHILLIP
MELBOURNE
412 ST KILDA ROAD,
SUBJECT SITE
8.8m MEDIUM RIGID VEHICLE
1.50 5.00
8.80
: 34.0STEERING ANGLE
: 6.0LOCK TO LOCK TIME
: 2.50TRACK
: 2.50WIDTH
METERS
QUEENS LANE
ST KILDA ROAD
CR
ES
CE
NT
BO
WE
N
KIN
GS W
AY
N
QUEENS ROAD
VEHICLE SWEPT PATH
EGRESS: 8.8m MEDIUM RIGID
VEHICLE SWEPT PATH
INGRESS: 8.8m MEDIUM RIGID
VEHICLE MOVEMENTS, AS REQUIRED
CYCLISTS, LOCAL TRAFFIC AND CONSTRUCTION
TRAFFIC CONTROLLER TO SUPERVISE PEDESTRIANS,
VEHICLE MOVEMENTS, AS REQUIRED
CYCLISTS, LOCAL TRAFFIC AND CONSTRUCTION
TRAFFIC CONTROLLER TO SUPERVISE PEDESTRIANS,
N.S(1 SPACE)LOADING ZONE
N.S(3 SPACES)LOADING ZONE
N.S(1 SPACE)TAXI ZONE
(2 SPACES)LOADING ZONE
N.S(3 SPACES)LOADING ZONE
N.S
QUEENS LANE EASTERN KERB - EXISTING PARKING RESTRICTIONS
PROPOSED(1 SPACE)
N.S
PREPARE TO STOP
PREPARE TO STOP
ROAD
SIDE
ON
PREPARE TO STOP
ROAD
SIDE
ON
PREPARE TO STOP
SITE ACCESS GATE
SCAFFOLDING
HOARDING (TYPICAL)
A
DG04
B
DG04
C
DG04
D
DG04
(c)
2018
Tra
ns o
ft
Soluti
ons, In
c.
Al l
right s re
serv
ed.
8.8m MEDIUM RIGID VEHICLE8.8m MEDIUM RIGID VEHICLE
LEGEND
SUBJECT SITE
SCAFFOLD
PROTECTIVE GANTRY
HOARDING
PEDESTRIAN ROUTE
EXISTING FEATURES
TRAFFIC CONTROLLER
SITE SHED
DEVICES NOT REQUIRED OUTSIDE HOURS OF OPERATION.
REMOVE OR COVER UP TEMPORARY TRAFFIC MANAGEMENT SIGNS AND OTHER TRAFFIC CONTROL3.
SIGNS DURING HOURS OF OPERATION.
REMOVE OR COVER UP PERMANENT SIGNS THAT CONFLICT WITH TEMPORARY TRAFFIC MANAGEMENT2.
7AM-6PM MONDAY TO FRIDAY / 9AM-3PM SATURDAY
CONSTRUCTION-TYPICAL:1.
HOURS OF OPERATION
CODE OF PRACTICE - CLAUSE 84.
CYCLIST MOVEMENTS AS REQUIRED) IN ACCORDANCE WITH ROAD MANAGEMENT ACT 2004,
TRAFFIC CONTROLLERS TO ACT (SUPERVISE CONSTRUCTION TRAFFIC, PEDESTRIAN AND8.
TO THE LINE OF SIGHT FROM THE DRIVER TO THE SIGN.
SIGNS SHALL FACE TOWARDS APPROACHING TRAFFIC APPROXIMATELY AT RIGHT ANGLES7.
ALL SIGNS SHALL BE PERMANENTLY HIGH MOUNTED, WHERE APPROPRIATE.6.
ADVANCED WARNING SIGNS TO BE FITTED WITH FLAGS AS SHOWN.5.
ROAD SAFETY (TRAFFIC MANAGEMENT) REGULATIONS 2009.
USE OF TRAFFIC CONTROL DEVICES TO CONTROL TRAFFIC AND PARKING TO BE IN ACCORDANCE WITH THE4.
OF TRAFFIC CONTROL DEVICES.
AND ROAD MANAGEMENT ACT 2004, CODE OF PRACTICE TO ENSURE CORRECT INSTALLATION
TRAFFIC MANAGEMENT PLAN SHOULD BE READ IN CONJUNCTION WITH AUSTRALIAN STANDARD AS1742.3-20093.
LOCAL ROAD - BOWEN CRESCENT / QUEENS LANE / QUEENS ROAD
DECLARED ROADS - ST KILDA ROAD / KINGS WAY2.
NEARMAP IMAGE - 04-05-2017
HICKORY - 23756 001B.DWG
BASE INFORMATION:1.
INSTALLATION NOTES
SITE AMENITIES ABOVE
OVERHEAD PROTECTION GANTRY WITH
GANTRY
HOIST ON
SU
BJE
CT SIT
E
5.4 2.3 1.3 2.8 2.8
FOOTPATH PARKING TRAFFIC LANES
ST KILDA ROAD
SECTION A
SCAFFOLDING
PEDESTRIAN PROTECTION
BIK
E
SCAFFOLDING
1.5 2.4
SCAFFOLDINGCONDITIONS
PROPOSED
CONDITIONS
EXISTING 6.6 2.3 9.5 2.3
CONDITIONS
PROPOSED
CONDITIONS
EXISTING
FOOTPATH PARKING TRAFFIC LANES
BOWEN CRESCENT
SECTION B
PARKING
1.6 6.0 VARIES
SCAFFOLDING
8.1
GANTRYCONDITIONS
PROPOSED
CONDITIONS
EXISTING
FOOTPATH TRAFFIC LANES
QUEENS LANE
SECTION C
FOOTPATH
GANTRY
ENGINEERED SUPPORT BEAMS
FROM SUBJECT SITE ON
SCAFFOLDING CATILEVERED
NEIGHBOURING PROPERTY
SECTION D
SU
BJE
CT SIT
E
SU
BJE
CT SIT
E
SU
BJE
CT SIT
E
NEIGHBOUR
1.4
ISSUED FOR INFORMATION
1: 250 @ A3 CIMP180313 - DG - 04
2018 - 05 - 01
CROSS SECTIONSDEMOLITION STAGETRAFFIC MANAGEMENT PLAN
HICKORY / MANN GROUP
52.50
MELWAY ONLINE REF: MAP 58 A2BR / ACS
1.25
THE MAYFAIR412 ST KILDA ROAD, MELBOURNECITY OF PORT PHILLIP
5.0
1.5 2.4
SCAFFOLDING
SCAFFOLDING
PEDESTRIAN PROTECTION
SCAFFOLDING
3.0
3.0
Project
Client
Drawing Number
Description
Status
Revision
3:
30:
39
PM
1/
05/
2018
PRELIMINARY
Date
Drawn / Approved
Title
PERMISSION OF IMPACT TRAFFIC ENGINEERING PTY LTD.
PHOTOCOPYING, RECORDING OR OTHERWISE) WITHOUT THE PRIOR WRITTEN
BY ANY MEANS WHATSOEVER (GRAPHIC, ELECTRONIC, MECHANICAL,
DISTRIBUTED OR TRANSMITTED EITHER WHOLLY OR IN PART, IN ANY FORM OR
AND CANNOT BE REPRODUCED, PUBLISHED, STORED, COPIED, ADAPTED,
THIS WORK IS EXCLUSIVELY OWNED BY IMPACT TRAFFIC ENGINEERING PTY LTD
IMPACT TRAFFIC ENGINEERING PTY LTD. © 2018. ALL RIGHTS RESERVED.
LEVEL 17, 31 QUEEN STREET, MELBOURNE VIC 3000
ABN 78 611 424 107IMPACT TRAFFIC ENGINEERING PTY LTD