st kila rd subject site melbourne queens lane

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2018

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Soluti

ons, In

c.

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serv

ed.

(c)

2018

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Soluti

ons, In

c.

All

rights re

serv

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(c)

2018

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rights re

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ed.

(c) 201

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oft Solu

tions, I

nc. All

rights r

eserved.

(c)

2018

Tra

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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.

impactaustralia.com.aucreate@impactaustralia.com.au

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

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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)

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Soluti

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right s re

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(c)

2018

Tra

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c.

Al l

right s re

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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

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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.

impactaustralia.com.aucreate@impactaustralia.com.au

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.

impactaustralia.com.aucreate@impactaustralia.com.au

LEVEL 17, 31 QUEEN STREET, MELBOURNE VIC 3000

ABN 78 611 424 107IMPACT TRAFFIC ENGINEERING PTY LTD