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Demolition Management Plan Project Name: Address: Macquarie Centre Development Herring Road Macquarie Park NSW 2113 Controlled Uncontrolled Authorised By: James Horne Construction Director Date: 25/06/20
Transcript

Demolition Management Plan

Project Name:

Address:

Macquarie Centre Development Herring Road Macquarie Park NSW 2113

Controlled

Uncontrolled

Authorised By: James Horne Construction Director

Date: 25/06/20

MOITS-DMP-MTC Page 2

Issued: 25/06/2020

Demolition Management Plan Contents Page

Demolition Management Plan (DMP) ......................................................................................................... 3

1.0 General .......................................................................................................................................... 3

1.1 Background .................................................................................................................................... 3

1.2 Introduction ................................................................................................................................... 4

1.3 Project Description – Scope of Works ............................................................................................ 5

2.00 Hours of Operation ........................................................................................................................ 5

3.00 Public & Property Protection ........................................................................................................ 6

4.0 Environmental ............................................................................................................................... 6

4.1 General ........................................................................................................................................... 6

4.2 Noise .............................................................................................................................................. 6

4.3 Vibration ........................................................................................................................................ 6

4.4 Dust ................................................................................................................................................ 6

4.5 Odour Control ................................................................................................................................ 7

4.6 Storage of Dangerous Goods ......................................................................................................... 7

4.7 Stormwater Runoff ........................................................................................................................ 7

4.8 Toilet Facilities ............................................................................................................................. ..8

5.00 Waste Management / Recycling Principles .................................................................................. 8

6.0 Traffic Management ...................................................................................................................... 8

6.1 General ........................................................................................................................................... 8

6.2 Pedestrian Protection .................................................................................................................... 9

6.3 Heavy Vehicle Movements ............................................................................................................ 9

7.00 Services Disconnection and Decommissioning ........................................................................... 9

8.0 Excavation & Demolition Conditions & Methodology ................................................................ .9

8.1 General .......................................................................................................................................... 9

8.2 Procedure ..................................................................................................................................... 10

8.3 Methodology ................................................................................................................................ 10

9.00 Responsibility & Authorities ....................................................................................................... 10

10.00 Legislative Requirements ............................................................................................................ 10

12.00 Glossary........................................................................................................................................ 11

Appendix 1 Demolition Plans .............................................................................................................. 15

MOITS-DMP-MTC Page 3

Issued: 25/06/2020

1.0 General

1.1 Background

This Demolition Management Plan (DMP) has been prepared for the proposed demolition work at Macquarie Park Shopping Centre (The Site). The DMP outlines the typical de-construction process proposed for this site.

This report has been prepared to seek approval from the relevant authorities and to comply with their conditions. The Plan seeks to outline the general principles to be adopted to minimize the impact of the work on the surrounding areas.

The work involves the public protection Council / RMS asset protection hazardous material removal. The DMP covers the following areas of management:

Legislation requirements;

Hours of operation;

Public and property protection;

Noise and vibration;

Dust management;

Odour control;

Storage of dangerous goods;

Water quality / storm waterrunoff;

Waste management principles;

Hazardous materialsmanagement;

Traffic and pedestrianmanagement;

Services disconnections;

Suitable licensed contractors (e.g. N Moit & Sons (NSW) Pty Ltd demolition license number AD200565) will undertake the work, Moits has undertaken 3 demolition projects in the direct vicinity of the Shopping Centre at 101 Waterloo Road, 80 Waterloo Road & 82 Waterloo Road and are well familiar with the council/other authorities requirements.

The redevelopment will enable the transformation of Macquarie Centre into a vibrant mixed-use town centre that:

Incorporates a quality retail, lifestyle and leisure offering;

Will create a night time destination for Macquarie Park, with increased diningand entertainment options’

Introduces potential for commercial and residential components onto the site; whichwill support the delivery of the vision of the Macquarie University Station (HerringRoad) Priority Precinct of being a transit-oriented mixed-use precinct;

Provides much needed improved pedestrian permeability and activation along HerringRoad and the surrounding precinct, including Macquarie University

Improves integration with public transport, with improved connections to the HerringRoad Bus Interchange and the Macquarie University Train Station which will be upgradedto the Sydney Metro North West Line;

Facilitates delivery of any future bus interchange upgrade.

Provides a new and upgraded ice rink facility

MOITS-DMP-MTC Page 4

Issued: 25/06/2020

Assists in the achievement of the objective of the Waste Minimization andManagement Act 1995.

Various policies & safety procedures will be implemented to assist in DMP compliance. As an example, Demolition Traffic Management Plan (PTMP), Demolition Safe Work Method Statement (SWMP) and Environmental & Waste Management Plan (EMP) have been prepared and updated to assist in managing DMP compliance.

1.2 Introduction

The site, known as Macquarie Centre NSW 2113 is situated on Herring Road and extends to Waterloo Road. The site comprises of all the land contained in the mark-up area which is approximately 9,000 m2.

Figure 1, Area of proposed development – Mapping source: Near Maps

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Issued: 25/06/2020 Revision 1

1.3 Project Description – Scope of Works-Demolition

Stage 1 works involves demolition of roof, walls, columns and the cinema facilities down to slab height above carpark. This will allow for another level to be built, on top of which the new ice rink will be constructed with new cinemas surrounding.

Stage 2 works involves demolition of existing Ice Rink and associated existing structures including carpark, stairs, and suspended slabs and strip out of existing remaining area.

Stage 3 works involves soft stripping of existing retail for new food court and retail.

At all stages all demolition works will prioritise the uninterrupted operation of the existing ice rink and surrounding businesses including provisions for pedestrian access and noise attenuation measures.

2.0 Hours of Operation

Work associated with demolition will be carried out between the following hours:

Monday to Friday: 7:00am to 7:00pm;

Saturday: 7:00am to 5:00pm; and

Sunday/Public Holidays: No work.

Any work outside these times would be subject to a separate application. The control of hours of operation avoids truck movements during the early hours of the morning, before 7:00am and in the evening, after 5:00pm.

The proposed demolition works can be roughly split into two major stages centered around the continuing and uninterrupted operation of the ice rink and surrounding businesses. The mark up below shows the separation of stage 1 works from stage 2 to allow for the redevelopment of the cinemas and the construction of the new ice rink prior to demolishing the existing ice rink as part of stage 2.

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3.00 Public & Property Protection

All Works will be undertaken in accordance with the public protection measures as required in the relevant Australian Standards.

It is proposed that “A-Class” hoardings will be erected to the Waterloo Road and Herring Road frontages in accordance with the staging plans. A “B-Class” Hoarding will be installed to front the construction zone on Herring Road, to provide overhead protection adjacent to the lifting zone.

Vehicular access / egress gates will be erected as required during the project progression. The gates will be locked / manned by qualified traffic controller at the times of vehicular access and egress to the site. Refer to the Pedestrian & Traffic Management Plan (PTMP) for access points.

These public and property protection measures will be reviewed at the time of the contract award for the works to ensure alignment with proposed methodologies and sequencing developments and to ensure that the safety of the general public is maintained at all time during the works.

4.0 Environmental

4.1 General

As a minimum, the erosion and sediment controls for the Work shall be designed, installed and maintained in accordance with the requirements of Managing Urban Storm water: Soils and Construction “The Blue Book” (4th Edition) dated March 2004.

The following specific environmental management principle will be implemented on site.

4.2 Noise

A construction Noise management plan has been undertaken by Douglas & Partners.

In order to minimise the noise impacts, the most feasible and reasonable measures shall be applied in the work practice.

No machine work will occur outside the normal working hours set unless approval has been given by consent authority. The normal hours of work are detailed herein (e.g. refer item 2.00 Hours of Work herein).

As part of the noise mitigation treatment for the project all trucks and machinery involved in the works will be checked for defective exhaust systems and general servicing.

4.3 Vibration

During excavation works appropriate measure shall be taken to minimise impact on the neighbouring properties and general public.

During the works recommendation and conditions identified in the acoustic and vibration assessment will be complied with.

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4.4 Dust

To control dust generating and where necessary, water will be sprayed at the source of origin, over demolished materials during the works and loading activities to prevent airborne dust particles migrating into the surrounding environment.

Shade cloth will also be installed on the fence to prevent dust from migrating into the environment.

Ground covering including existing sealed areas of bitumen and concrete will remain as long as practically possible. This will act as a manageable hardstand for vehicular traffic and will also provide a seal to the underlying material to assist in minimizing erosion and sediment run off.

Additional precaution that will be implemented during the works include the covering of all haulage trucks with tarpaulins and the use of mobile water points during the hammering, processing and loading of concrete.

Specific dust mitigation “Misting System” will be implemented adjacent to high pedestrian areas, such as near the rail entry/exit area & the north shopping centre pedestrian entry/exit area.

4.5 Odour Control

In terms of excavation activities for the Site, odour problems will be minimal. All plant and machinery involved in the works will be regularly serviced and checked for exhaust emissions.

All machinery will be “Ad Blue” compliant.

Stormwater gully pits will preferably be hand cleaned with shovels and collected debris bagged to minimize odour and disposed of prior to pipes being cleaned.

4.6 Storage of Dangerous Goods

It is likely that the works will involve the use of flammable fuels such as petrol, diesel, oxy-acetylene, oils, etc.

Storage of such items will be in a lockable compound with sufficient ventilation in accordance with relevant codes of practices and Standards.

Materials Safety Data Sheet (MSDS) on all flammable and potentially harmful liquids will be provided by the contractor undertaking the works.

4.7 Stormwater Runoff

The drainage system on the site will be cleaned out to remove sediments, prior to commencing the work on site.

Drainage of surface run-off will be allowed for along the existing contours (down slope) with the existing drainage system on site of kerbs, gully pits, pipes and storm water runoff passing through installed filtration systems prior to being discharge off site.

The site will be continually cleaned of rubble to minimise possible sediment flow during rainfall

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Issued: 25/06/2020 Revision 1

periods. Storm water kerbs and drainage lines will have sediment controls in the form of sediment socks.

Storm water grate inlets surrounding the excavation areas will be covered with geotextile fabric to allow water to enter into drains whilst retaining sediments.

All drainage control devices will be regularly checked particularly during heavy rainfall periods.

4.8 Toilet Facilities

Toilet facilities will be provided at the work site before works begin and will be maintained until the works are completed at a ratio of one toilet plus one additional toilet for every 20 persons employed at the site.

5.00 Waste Management / Recycling Principles

The contractor will be committed to achieving compliance with the EPA guidelines. All hazardous materials will be removed and disposed of at licensed waste facilities.

All concrete, blockwork, and steel will be separated on site and delivered to approved recycling centres to minimise waste from the project.

Refer to the Demolition Waste Management Plan (DWMP) for further details.

6.0 Traffic Management

6.1 General

It is anticipated that the works will involve up to a maximum of 18-24 trucks / truck and dog (50T gross) vehicle movements a day (subject to confirmation of the contractor program and sequencing activities being undertaken on site).

Preliminary site set up and hazardous materials removal and strip out works will involve less vehicle movements.

The activities of bulk load out of concrete rubble removal involve a higher level of vehicular movement.

It is anticipated that truck and trailer type vehicles would be used in undertaking the works.

All trucks will be loaded to their prescribed weight limits, within the site boundary and be covered with a tarp prior to exiting the site.

The existing hardstand area and driveway will remain in place until the end of the project to ensure all trucks do not take spoil out onto the road. Moits will also install a shaker grid to minimise tracking of demolished materials onto public roads.

6.2 Pedestrian Protection

It is proposed that heavy vehicles entering and exiting the area will use existing major regional and local roads avoiding residential and areas where possible.

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Issued: 25/06/2020 Revision 1

All trucks will enter and exit site from Waterloo Road. Refer to the Demolition Traffic Management Plan (PTMP).

6.3 Heavy Vehicle Movements

It is proposed that heavy vehicles entering and exiting the area will use existing major regional and local roads avoiding residential areas where possible.

All trucks will enter through Herring Road and exit site through Waterloo Road. Refer to the Pedestrian & Traffic Management Plan (PTMP).

7.0 Services Disconnection and Decommissioning

Prior to any demolition works, all existing services shall be disconnected and decommissioned.

In general terms the following principles will be adopted when disconnecting services:

Dial Before You Dig DBYD enquiry will be undertaken;

All service authorities will be consulted prior to the work commencing to ascertain leadtimes and correct termination locations;

All termination works will be undertaken in accordance with design engineers’specification and instructions;

All termination works will be undertaken by suitable licensed contractors;

Any termination works that impact on adjoining owners will be notified and will beundertaken out of hours if required to minimise impact; and

After disconnecting the existing services, temporary site power will be provided to have lighting or running electrical tools during the works. �Water s�hall be prov�ided for dust suppression.

8.0 Demolition Methodology & Sequencing

8.1 General

All demolition works are to be undertaken in accordance with the methodology and recommendations detailed in the geotechnical report and project structural engineer’s instructions (especially along the train station boundary)

Prior to the work commencing on site, a detailed safe work method statement for the proposed works is to be submitted for review and comment.

Prior to placement of any machinery on suspended slabs, Moits will engage a qualified structural engineer to assess the slab capacity and install any propping, if advised.

8.2 Procedure

The excavation works shall be performed accordingly to the following procedure:

Site establishment

Make site secure (A & B class hoarding, fencing etc.)

Services disconnections and sign offs. Water supply will be maintained for dust controlspraying.

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Issued: 25/06/2020 Revision 1

Internal strip out/separation of recyclable materials.

Roof removal/removal of dismountable items

Main structural demolition of associated structures for each stage (top tobottom demolition).

Crushing of concrete to load out.

Load out concrete/demolished materials.

The above procedure will be repeated until all works are complete in eac� stage .

8.3 Machinery

The following plant & equipment will be utilised during the course of the demolition work. 49T Excavator (hammer, pulverizer & shear attachments) 30T Excavator (hammer, pulverizer & shear attachments) 22T Excavator (standard bucket attachments) 13T Excavator (standard bucket attachments) 5T Excavator (standard bucket attachments) 3T Excavator (standard bucket attachments) Bobcat (Skid Steer) Scissor Lifts/Cherry Picker (as required)

9.00 Responsibility & Authorities Moits will make available a specialist demolition supervisor during the demolition who will supervise the work. Senior management including Construction Manager & Construction Director will be actively involved throughout the duration of the project.

10.0 Legislative Requirements

The Works will be undertaken in accordance with the following legislation requirements: Protection of the Environment Operations Act 1997 and Regulations; Environmentally Hazardous Chemicals Act 1985; Protection of the Environmental Administration Act and Regulations; Work Health and Safety Act 2011 and relevant codes of practice and Standards; Australian Standards 2601-2001: Demolition of Structures; Code of practice for the Safe Removal of Asbestos (NOHSC:2002 (1998)); Guide to the Control of Asbestos Hazardous in Buildings and Structural

(NOHSC:2002(1998)); Resource and Recovery Act 2001; Environmental Planning and Assessment Act 1979; Heritage Act 1997; Local Government Act 1993; Work Health and Safety Regulation 2011; Soil Conservation Act 1983; and As this document is being prepared for a DA Consent then DA conditions requirements.

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Issued: 25/06/2020 Revision 1

11.00 Glossary

ACM Asbestos Containing Material COP Code of Practice (e.g. COP produced by SafeWork NSW & Safe Work

Australia) DBYD Dial Before You Dig EPA NSW Environmental Protection Authority (changed to DECCW

4/04/2011, then OEH & back to EPA) RMS Roads & Maritime Services (previously known as RTA) PTMP Pedestrian & Traffic Management Plan PPE Personal Protection Equipment SafeWork NSW Previously known as WorkCover NSW – September 2015 changed name

to SafeWork NSW SWMP Soil and Water Management Plan TCP Traffic Control Plan TMP Traffic Management Plan DTMP Demolition Traffic Management Plan Truck Moxy Articulated truck

Truck MRV Bogie MRV Medium rigid vehicle – truck over 6.4m long & under 8.8m long

Truck SRV Bogie Small rigid vehicle – truck up to 6.4m long WHS Work Health & Safety WHS Act Work Health & Safety Act 2011 WHS Reg. Work Health & Safety Regulation 2011 WMS Work Method Statement (also known as ESWMS ‘Environmental & Safe

Work Method Statement’ & SWMS ‘Safe Work Method Statement’)

Appendix 1: Demolition Plans

- Demolition plans s�how�n ov�erleaf.

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REMOVE EXISTING CAR

SPACES

MODIFY EXISTING CAR PARK EXIT KERB AND BOOM GATES

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DEMOLISH MIDDLE TICKET GATE ISLAND

SITE BOUNDARY

DEMOLISH WALL AND DOORS TO EGRESS CORRIDOR AND FORM NEW OPENING FOR NEW CAR RAMP ENTRY OPENING

9100

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NEW FIRE DOOR TO BE

INSTALLED

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Scale: , 1: @ A3 Project Number:Drawing Number:Revision:Date:© NH Architecture & Hames Sharley

Status:Path:

North:1:250 @ A1

20for Herring Rd Corner Podium Development

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DA21051108INITIAL DRAFT FOR REVIEW

Macquarie Centre Detailed DADEMOLITION PLAN - LEVEL 0A

1 : 2501 LEVEL 0A - DEMOLITION

o.wellings
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TO BE UPDATED SCALE TO BE 1:500

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DEMOLISH ICE RINK AND ASSOCIATED STRUCTURE

BIG W

DEMOLISH ICE RINK OFFICE & LOBBY

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DEMOLISH EXISTING RETAINING WALL

EXCAVATE NEW TUNNEL

DEMOLITION IN EXISTING MALLFOR REFURBISHMENT WORKS

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DEMOLISH HARDSTAND AREA

DEMOLISH GLAZED ICE RINK WALLS AND DOORS

RETAIN EXISTING SWITCH ROOM

DEMOLISH EXISTING PLANT AND STORAGE

RETAIN EXISTING COLUMNS SUPPORTING HERRING ROAD PUBLIC FOOTPATH

DEMOLISH STORAGE AND CHANGE ROOMS

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4806 83792SI

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8600

8300

8700

8300

8700

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1483

2000

8400

8400

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7830 7050 10150 8600 8600 8600 8600 8600 8600 8600 8600 8600 8600 9600

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ICE RINK

MALL

LOADING DOCK T4

TOP OF THE WALLRL. 48.79

TOP OF THE WALLRL. 48.72

RL53.13

RL52.56

RL49.02

RL51.14

RL53.14

RL50.17

RL55.18

RAIL2nd RESERVE

RAIL1st RESERVE

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LEGEND

AREA OF GENERAL DEMOLITION/EXCAVATION WORKS AS REQUIRED FOR THE BUILDING

AREA OF DEMOLITION FOR REFURBISHED WORKS

Key PlanHERRING ROAD

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Macquarie Centre Detailed DADEMOLITION PLAN - LEVEL 1A

o.wellings
Text Box
TO BE UPDATED SCALE TO BE 1:500

UP

54.47

55.9355.95

54.61

55.70

50.28

50.29

50.17

50.26

50.29

50.23

56.25

56.26

55.93

55.6855.72

55.90

55.94

55.93

54.48

54.62 54.64

54.58

55.02

56.21

56.63

56.66

56.33

56.50

56.68

56.83

56.72

56.30

56.6856.73

56.6856.66

56.6656.67

56.64 56.48

56.68 56.60

56.64

56.68

54.69

55.8556.18

55.80

56.63

56.24

56.23

56.50

49.91

48.90

49.91

50.5048.89

48.52

48.52

56.62

56.47

56.30

56.27 56.28

56.71

56.14

55.71

55.23

55.78

54.65 54.69

54.64

54.69

53.39

52.7652.09

51.73

53.80

54.46

54.38

55.57

52.14

53.13

53.3353.93

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FOOD COURT

ON GRADE CAR PARK

DEMOLISH EXISTING CAR / TRUCK EGRESS RAMP

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EXCAVATE NEW TUNNEL UNDER

EXISTING FOOD COURT AND MALL REFURBISHMENT WORKS

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REFER TO DRAWING DA213 FOR DEMOLITION WORK NEAR HERRING ROAD

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DEMOLISH ON GRADE

CARPARK AND EXCAVATE

DEMOLISH EGRESS STAIRS AND STRUCTURE

DEMOLISH ARMCO RAILING IN LOADING DOC

DEMOLISH STAIRS

DEMOLISH ICE RINK GLAZED WALL

DEMOLISH LANDSCAPE EMBANKMENT EXCAVATE FOR NEW CARPARK

DEMOLISH SPECTATOR STAND AND EXIT STAIRS

DEMOLISH FOOD TENANCIES AND PARTIALLY DEMOLISH SLAB

DEMOLISH GLAZED WALLS OVERLOOKING ICE RINK

DEMOLISH ROAD SURFACE AND RELOCATE SERVICES

RETAIN CAR PARK EXIT DOOR AND LIFT DEMOLISH

SPECTATOR STAND

DEMOLISH FEMALE AMENITIES AND PARENTS ROOM

REMOVE ESCALATOR

DEMOLISH FOOD TENANCY

DEMOLISH ACCESSIBLE AND MALE AMENITIES

DEMOLISH FOOD TENANCIES

DEMOLISH STAIR

DEMOLISH FLOOR, CEILING FINISHES AND RAISED SEATING AREA

MALL

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5014

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7830 7050 10150 8600 8600 8600 8600 8600 8600 8600 8600 8600 8600 9600 18415 8350

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RAILWAY SUBSTATION

TOP OF THE WALLRL. 48.79

TOP OF THE WALLRL. 48.72

RL53.13

RL52.56

RL49.02

RL51.14

RL53.14

RL50.17

RL55.18

RAIL2nd RESERVE

RAIL1st RESERVE

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AREA OF GENERAL DEMOLITION/EXCAVATION WORKS AS REQUIRED FOR THE BUILDING

AREA OF DEMOLITION FOR REFURBISHED WORKS

Key PlanHERRING ROAD

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Scale: , 1: @ A3 Project Number:Drawing Number:Revision:Date:© NH Architecture & Hames Sharley

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20for Herring Rd Corner Podium Development

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DA21251108INITIAL DRAFT FOR REVIEW

Macquarie Centre Detailed DADEMOLITION PLAN - LEVEL 2A

o.wellings
Text Box
TO BE UPDATED SCALE TO BE 1:500

UP

54.61

55.70

54.31

56.21

48.0048.45

56.63

56.66

56.33

56.50

56.68

56.83

56.72

56.30

56.6856.73

56.6856.66

56.6656.67

56.64 56.4856.63

56.24

56.23

56.50

49.91

48.90

49.91

50.5048.89

48.52

48.52

56.62

50.64

50.58

50.86

53.1652.06

50.94

50.93

53.39

50.63

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BOUNDARY

CINEMAS

EXISTING CINEMA

LEASE LINE

WAT

ERLO

O R

OAD

DEMOLISH EGRESS

DECK

ICE RINK

BELOW

FOOD TENANT

nAnA

Q1Q1

P1.1 P1.2 P1.3

P1.3

1DA511

1DA511

DEMOLITION IN EXISTING MALLFOR REFURBISHMENT WORKS

nHnH

1DA512

1DA512

2DA512

2DA512

DA411

1

DA412

1

REMOVE TREES DEMOLISH VEHICLE CROSSING, DRIVEWAY AND CONCRETE KERBING

DEMOLISH LANDSCAPING

DEMOLISH EGRESS RAMP

AND STRUCTURE

DEMOLISH WALLS OF ICE RINK

DEMOLISH STAIRS

REMOVE EXISTING PLANT & REFURBISH FOR NEW AMENITIES

DEMOLISHED GLAZED WALL OVERLOOKING ICE RINK

REMOVE ALL SLABS AND FINISHES

NECESSARY FOR NEW WORKS

SHOP MALL SHOPS

REFURBISHMENT OF EXISTING TENANCIES

DEMOLISH ENTRY DOORS AND SHOP FRONTS

DEMOLISH STRUCTURAL COLUMNS SUPPORTING AWINING

REMOVE PAVEMENT AND STREET FURNITURE

DEMOLISH BUS SHELTER & TROLLEY BAYS

DEMOLISH FOOD SHOPS

DEMOLISH EGRESS CORRIDOR AND RAMPS TO ALLOW FOR NEW WORKS

HERRING ROAD

DEMOLISH BOOM GATES AND CONCRETE KERBS

DEMOLISH EXISTING

CAR/TRUCK ACCESS RAMP

SEC

ON

D R

AIL

RES

ERVE

FIR

ST R

AIL

RES

ERVE

SITE

BO

UN

DAR

Y

SITE BOUNDARY

2DA511

2DA511

5630

8600

8300

8700

8300

8700

3650

1483

2000

8400

8400

8400

8400

8400

8400

7830 7050 10150 8600 8600 8600 8600 8600 8600 8600 8600 8600 18200 18415 8350

DEMOLISH EXISTING CAR/TRUCK ACCESS RAMP

REFER TO LEVEL 2A DEMOLITION PLAN FOR ON GRADE PARKING BELOW

REFER TO DEMOLITION PLAN LEVEL 2A

PARTIAL DEMOLITION OF UPSTAND FOR NEW WORK

NEW PENETRATION FOR ADDITIONAL DOORS

DEMOLISH EGRESS DOORS

DEMOLISH EGRESS DOORS AND REINSTATE IN NEW

RAIL2nd RESERVE

RAIL1st RESERVE

RAIL2nd RESERVE

RAIL1st RESERVE

smA

smA

DEMOLISH ROOF FOR EXTENSION OF RISERS

DEMOLISH ROOF FOR EXTENSION OF STAIR

EXCAVATION FOR NEW SUBSTATION

LEGEND

AREA OF GENERAL DEMOLITION/EXCAVATION WORKS AS REQUIRED FOR THE BUILDING

AREA OF DEMOLITION FOR REFURBISHED WORKS

Key PlanHERRING ROAD

WAT

ERLO

O R

OAD

TALA

VER

A R

OAD

0

Scale: , 1: @ A3 Project Number:Drawing Number:Revision:Date:© NH Architecture & Hames Sharley

Status:Path:

North:1:250 @ A1

20for Herring Rd Corner Podium Development

G

500

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C:\Users\o.wellings\Documents\Revit Local Files\2018\51108 MCIRHOST R2018_o.wellings.rvt

DA21351108INITIAL DRAFT FOR REVIEW

Macquarie Centre Detailed DADEMOLITION PLAN - LEVEL 3A

o.wellings
Text Box
TO BE UPDATED SCALE TO BE 1:500

nG

nF

nE

nD

nC

nB

n14

n14

n13

n13

n12

n12n11n9n8n7n6n5n4n2n1 n15

n15

Q

PP

N

M

L

1 2 3 4 5 6 8 9 10 11 13 14 15

16

16

17

17

18

18127

R

S

T

U

V

n3 n10

nA

Q1

P1.1 P1.2

DEMOLISH ROOF AND STRUCTURE OVER ALL AREAS

AFFECTED FOR NEW WORKS

DEMOLISH PART EXISTING ROOF SLAB

1DA511

1DA511

nH

1DA512

2DA512

DA411

2

DA412

1

DEMOLISH AWNING

DEMOLISH CANOPY

SEC

ON

D R

AIL

RES

ERVE

FIR

ST R

AIL

RES

ERVE

SITE

BO

UN

DAR

Y

SITE BOUNDARY

2DA511

2DA511

WAT

ERLO

O R

OAD

5630

8600

8300

8700

8300

8700

3650

1483

2000

8400

8400

8400

8400

7830 7050 10150 8600 8600 8600 8600 8600 8600 8600 8600 8600 8600 9600 9165 9250 8350

HERRING ROAD

DEMOLISH EXISTING BULKHEAD

EXISTING CINEMA ROOF

EXISTING ROOF

EXISTING ROOF SLAB

RAI

L2n

d R

ESER

VE

RAI

L1s

t RES

ERVE

1:67

EXISTING ROOF

RAIL1st RESERVERAIL1st RESERVE

LEGEND

AREA OF GENERAL DEMOLITION/EXCAVATION WORKS AS REQUIRED FOR THE BUILDING

AREA OF DEMOLITION FOR REFURBISHED WORKS

Key PlanHERRING ROAD

WAT

ERLO

O R

OAD

TALA

VER

A R

OAD

0

Scale: , 1: @ A3 Project Number:Drawing Number:Revision:Date:© NH Architecture & Hames Sharley

Status:Path:

North:1:250 @ A1

20for Herring Rd Corner Podium Development

G F

500

D15/05/20

C:\Users\o.wellings\Documents\Revit Local Files\2018\51108 MCIRHOST R2018_o.wellings.rvt

DA21451108INITIAL DRAFT FOR REVIEW

Macquarie Centre Detailed DADEMOLITION PLAN - ROOF

1 : 2501 ROOF - DEMOLITION

o.wellings
Text Box
TO BE UPDATED SCALE TO BE 1:500

K

J

H

G

F

E

D

1 2 3 4 5 6 8

C

B

A

7

DA412

2

REMOVE EXISTING CARPARK LINE MARKING AND GRAPHICS

8400

8400

8400

8400

8400

8400

8400

8400

8400

8800880088008800880088008800

WAT

ERLO

O R

OAD

EXISTING RETAIL

REFER TO DA212

EXISTING UNDERCROFT CAR PARK EXSTENT OF EXISTING SLAB OVER SHOWN DASHED

smA

smA

LEGEND

AREA OF GENERAL DEMOLITION/EXCAVATION WORKS AS REQUIRED FOR THE BUILDING

AREA OF DEMOLITION FOR REFURBISHED WORKS

K

J

H

G

F

E

D

1 2 3 4 5 6 8 9

C

B

A

7

DA412

2

RL

56.3

00

NEW PENETRATIONS FOR ADDITIONAL DOORS

24

6

8910

1113

EXISTING FUNCTION

ROOM

REMOVE TWO CAR SPACES AND LINE MARKING

PARTIALLY DEMOLISH CONCRETE UPSTAND FOR NEW STAIR

CUT PENETRATION FOR NEW MECHANICAL RISER DUCT FROM NEW SUBSTATION

RL 58.000

RL 55.700

RL 57.100

RL 58.560

PARTIALLY DEMOLISH CONCRETE UPSTAND FOR NEW STAIR

41106274

8400

8400

8400

8400

8400

8400

8400

8400

8400

WAT

ERLO

O R

OAD

88008800880088008800880088008800

1000

522

1522

RELOCATE FH & FHR

PARTIALLY DEMOLISH HANDRAIL FOR NEW LANDING & STAIR

REFER TO DA213

RAIL2nd RESERVE

RAI

L2n

d R

ESER

VE

Key PlanHERRING ROAD

WAT

ERLO

O R

OAD

TALA

VER

A R

OAD

0

Scale: , 1: @ A3 Project Number:Drawing Number:Revision:Date:© NH Architecture & Hames Sharley

Status:Path:

North:1:250 @ A1

20for Herring Rd Corner Podium Development

B

500

D15/05/20

C:\Users\o.wellings\Documents\Revit Local Files\2018\51108 MCIRHOST R2018_o.wellings.rvt

DA21551108INITIAL DRAFT FOR REVIEW

Macquarie Centre Detailed DADEMOLITION PLAN - LEVEL 2A & 3A

1 : 2501 LEVEL 2B - DEMOLITION

1 : 2503 LEVEL 3B - DEMOLITION

o.wellings
Text Box
TO BE UPDATED SCALE TO BE 1:500
o.wellings
Text Box
TO BE UPDATED SCALE TO BE 1:500
o.wellings
Text Box
THIS SHEET TO BE DELETED AND THE INFORMATION TO BE TRANSFERRED TO DA212 AND DA213

RL 47900NEW L1

RL 51100NEW L2

RL 56500NEW L3

RL 63000NEW L4

n14 n13 n12 n11 n9 n8 n7 n6 n5 n4 n2 n1n151718 n3n10P1.1P1.2P1.3

DEMOLISH ICE RINK AND ASSOCIATED BUILDING EXTENTS SHOWN IN RED

DEMOLISH BUS SHELTER AND STREET FURNITURE

DEMOLISH TOTEM SIGNAGE AND FOOTINGS

DEMOLISH VEHICULAR CROSSING AND BOOM GATE

REMOVE TREES AND PLANTING WITHIN BOUNDARY ALONG HERRING ROAD

WATERLOO ROAD

DEMOLISH PEDESTRIAN AWNING

01DA401

01DA401

DEMOLISH CENTRE SIGNAGE AND SUPPORT STRUCTURE

DEMOLISH EGRESS CONCRETE STAIRS AND CONCRETE DECKS

REMOVE AND DEMOLISH RETAIL TENANCY AND ENTRY STRUCTURES

EXISTING CONDENSER PLATFORM TO REMAIN

HERRING ROAD

REMOVE SIGNAGE ON CORNER OF BUILDING

RL 47900NEW L1

RL 51100NEW L2

RL 56500NEW L3

RL 63000NEW L4

nG nF nE nD nC nBR S T U V nA

DEMOLISH ICE RINK AND ASSOCIATED BUILDING EXTENTS SHOWN IN RED

DEMOLISH CENTRE SINAGE AND SUPPORT STRUCTURE

DEMOLISH RETAIL TENANCY AND ASSOCIATED SERVICES

EXTENT OF DEMOLITION

AREA OF GENERALDEMOLITION

Key PlanHERRING ROAD

WAT

ERLO

O R

OAD

TALA

VER

A R

OAD

0

Scale: , 1: @ A3 Project Number:Drawing Number:Revision:Date:© NH Architecture & Hames Sharley

Status:Path:

North:1:250 @ A1

20for Herring Rd Corner Podium Development

500

C15/05/20

C:\Users\o.wellings\Documents\Revit Local Files\2018\51108 MCIRHOST R2018_o.wellings.rvt

DA41151108INITIAL DRAFT FOR REVIEW

Macquarie Centre Detailed DAELEVATIONS - DEMOLITION - SHEET 1

1 : 2502 WEST ELEVATION - DEMOLITION

1 : 2501 SECTION ELEVATION - DEMOLITION

W N


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