Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Prepared for: AMP Capital

14 September 2020

JMT Consulting JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

PROJECT INFORMATION

Project Name: Macquarie Shopping Centre Amended Stage 2 DA

Client: AMP Capital

Project Number: 2018

Prepared By: JMT Consulting

DOCUMENT HISTORY

Document Title Revision Date issued Author

Macquarie Centre Stage 2 Draft 09.07.20 JM DA - TMAP

Macquarie Centre Stage 2 Draft 2 02.09.20 JM DA - TMAP

Macquarie Centre Stage 2 Issue 14.09.20 JM DA - TMAP

Use of this document by a third party to inform decisions is the sole responsibility of that third party. J J Milston Transport Consulting Pty Ltd Milston Transport Consulting Pty Ltd assumes no liability with respect to any reliance placed upon this document. Reproduction of this document or any part thereof is not permitted without prior written ABN: 32635830054 permission of J Milston Transport Consulting Pty Ltd. ACN: 635830054 23 Leonard Avenue Kingsford NSW 2032 14 September 2020 Australia

JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Table of Contents

1 Introduction 1 1.1 Background 1 1.2 Site description 1 1.3 Report purpose 2

2 Existing Conditions 8 2.1 Site context 8 2.2 Road network 9 2.3 Vehicle access arrangements 11 2.4 Parking 11 2.5 Public transport network 12 2.6 Taxis 14 2.7 Pedestrians 15 2.8 Cycling 16

3 Proposed Development 17

4 Framework Travel Plan 18 4.1 Framework Travel Plan Overview 18 4.2 Benefits of a framework travel plan 18 4.3 Objectives 18 4.4 Framework travel plan measures 19

5 Wayfinding and Signage 24

6 Travel Demand 27

7 Traffic Modelling 28 7.1 Traffic modelling undertaken to date 28 7.2 Stakeholder consultation 28 7.3 Response to TfNSW and Council feedback 30 7.4 Traffic model network 33 7.5 Traffic volumes 33 7.6 Forecast traffic generation 36 7.7 Traffic distribution 38 7.8 Potential road network upgrade 39 7.9 Traffic modelling results 40 7.10 Traffic modelling – concept DA 50 7.11 Conclusions – traffic modelling 50

14 September 2020 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

8 Herring Road Bus Interchange 51 8.1 Current status 51 8.2 Proposed development in the context of Condition 39 51 8.3 Conclusion 53

9 Summary 54

Appendix A: Loading Bay and Service Delivery Management Plan

Appendix B: Internal Traffic and Parking Assessment

Appendix C: Draft Construction Pedestrian Traffic Management Plan

Figures

Figure 1 Aerial photograph ...... 1 Figure 2 Site context ...... 8 Figure 3 Existing road network ...... 9 Figure 4 Existing access arrangements ...... 11 Figure 5 Sydney Metro network ...... 12 Figure 6 Macquarie Centre bus interchange ...... 13 Figure 7 Macquarie Centre taxi rank ...... 14 Figure 8 Mid-block pedestrian crossing opposite Macquarie Centre ...... 15 Figure 9 Existing bicycle parking and end of trip facility ...... 16 Figure 10 Example of promotion of travel plan ...... 19 Figure 11 Public domain plan ...... 22 Figure 12 Existing workplace challenges ...... 23 Figure 13 Digital parking signage in Darling Harbour ...... 24 Figure 14 Digital parking signage at Macquarie Shopping Centre ...... 24 Figure 15 Traffic model network ...... 33 Figure 16 Forecast traffic flows – ‘future base’ ...... 34 Figure 17 Forecast traffic flows – ‘future base + amended DA’ ...... 35 Figure 18 Relationship between retail floor area and traffic generation ...... 36 Figure 19 Arrival distribution from wider road network ...... 38 Figure 20 Departure distribution from wider road network ...... 38 Figure 21 Potential road network upgrade – Byfield Road / Waterloo Road ...... 39 Figure 22 Unreleased vehicles – future base ...... 49 Figure 23 Unreleased vehicles – future base + amended DA ...... 49 Figure 24 Key features of proposal ...... 52

Tables

Table 1 Relevant conditions of consent ...... 2 Table 2 Existing car parking ...... 11 Table 3 Existing and future trips generated by proposal ...... 27 Table 4 Responses to traffic modelling feedback ...... 30 Table 5 Forecast traffic generation ...... 37 Table 6 Existing and future GLA for Macquarie Shopping Centre ...... 37 Table 7 Traffic modelling results – models with background growth ...... 40

14 September 2020 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Table 8 Traffic modelling results – models without background growth ...... 41 Table 9 Traffic modelling results – first peak hour (4pm – 5pm) ...... 42 Table 10 Traffic modelling results – second peak hour (5pm – 6pm) ...... 42 Table 11 Intersection level of service (4pm – 5pm) ...... 43 Table 12 Intersection level of service (5pm – 6pm) ...... 46

14 September 2020 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

1 Introduction

1.1 Background JMT Consulting was engaged by AMP Capital to prepare a Transport Management and Accessibility Plan (TMAP) to support the amended Stage 2 Development Application (DA) for the Macquarie Shopping Centre.

1.2 Site description Macquarie Centre is approximately 11.25 hectares in area and is located at the corner of Waterloo Road, Herring Road and Talavera Road, Macquarie Park. The site is legally described as Lot 100 in DP 1190494. The site is bound by Herring Road to the north west, Talavera Road to the north east, commercial uses to the south east and Waterloo Road to the south west. Located within the Macquarie Park Corridor, the site has excellent access to public transport, situated immediately adjacent the Macquarie University Metro Station and the Herring Road Bus Station. Located between the M2 Hills Motorway and Epping Road, the site also enjoys excellent vehicle connectivity. The shopping centre currently spans five levels accommodating 368 stores, including major retailers such as David Jones, Myer, Target, Big W, Aldi, Coles and Woolworths. The site currently has a gross floor area of 170,850m2 and accommodates 4,755 car spaces.

Figure 1 Aerial photograph

14 September 2020 1 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

1.3 Report purpose The purpose of this report is to summarise the transport implications of the proposal and more broadly address relevant conditions of consent arising from the Concept DA approval for the site. Conditions 21, 25, 35, 38 and 39 are addressed in the main body of this report. Conditions 22, 24, 26 and 43 are considered within the traffic report prepared by Colston Budd Rogers & Kafes which is provided as Appendix A of this document. The relevant conditions are summarised in Table 1 below.

Table 1 Relevant conditions of consent

Report Condition Condition Wording section

A Framework Travel Plan is to be submitted with any Stage 2 Development Application that involves a 10,000m2 increase in GFA. The Framework Travel Plan is to be prepared in accordance with the requirements of Part 4.5 Macquarie Park Corridor DCP 2014 and include (but not be limited to):

a) Details of the car sharing scheme on the site (in accordance 21 – with the conditions of this consent); Framework 3 b) Measures/incentives to encourage occupants to enter into the travel plan car sharing scheme to be located on the site; c) Measures/incentives for public transport usage; d) Extension of the current parking management plan in effect at the centre, addressing the resident parking component; e) Measures incentives to encourage cycling, including detailing end of trip facilities, bicycle parking facilities, signage and notification to residents and patrons to the centre.

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Report Condition Condition Wording section a) The permissible number of car parking spaces is to be established as part of the Stage 2 development application. To ensure the parking demands of the development are satisfied whilst in balance with the limitations of the surrounding road network, Stage 2 development applications are not to exceed the following parking demand rates:  Retail - 3.5 parking spaces per 100m2 of gross leasable floor area;  Commercial – Maximum of 1 parking space per 160m2 of GFA;  Serviced apartments – 0.4 spaces per studio/serviced apartment dwelling;  Residential – as per DCP 2014 requirements. 22 – Car Appendix B parking b) All parking areas are to be designed in accordance with AS (CBRK spaces and report) dimensions 2890, Council’s DCP and relevant standards (eg AusRoads, RMS Guidelines, etc). To ensure this, future development applications which include the expansion or creation of parking areas are to submit detailed plans of the parking areas, clearly depicting dimensions of any ramps (width, grade, radii, etc), parking aisle widths, space widths and lengths and overhead clearances. The plans are also to detail traffic calming measures and full details of traffic control points (eg boom operation, ticket processing and parking restriction hours).

Future detailed development applications to be submitted under this approval may consider DCP parking rates that are applicable at the time of the application subject to a traffic assessment to the satisfaction of the consent authority.

Bicycle parking is to be provided for any development involving an increase in the floor space for retail, commercial or residential land uses.

 Details of the location, number and class of bicycle parking Appendix B 25 – Bicycle must be included in the Stage 2 Development Applications. (CBRK Parking  At a minimum, the number of bicycle parking is to be report) consistent with Council’s requirements in DCP 2014.  End of trip facilities are to be provided for any retail and commercial development. These facilities are to be located in close proximity to the bicycle parking.

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Report Condition Condition Wording section a) All loading and unloading operations associated with servicing the site must be carried out within the confines of the site, at all times, and must not obstruct other properties or the public way. b) To ensure the service requirements of increased retail or commercial floor area are satisfied at each stage of the Appendix A 26 – Loading (CBRK within site development, a Loading Bay/Service Delivery Management Plan is to be submitted with the relevant Stage 2 Development report) Application. The Plan must specify the location of service bay areas/loading bay docks, analyse the number and frequency of service vehicle movement for the existing and proposed retail/commercial floor area and demonstrate that such service requirements can be satisfied on the site.

Any Stage 2 development application that proposes an increase of retail GFA must include a full signage plan within the development and within the public domain. At a minimum the signage plan must include:

a) Pedestrian safety (all around the perimeter of the shopping centre) b) Way finding for pedestrians (all around the perimeter of the 27 - Signage shopping centre and within 10 minute walking distance to the 5 shopping centre). c) Digital signage that directs vehicles to parking. This is to be located at key decision points (eg Waterloo Road/Lane Cove Road intersection) and should be able to be added to by Council in future to direct vehicles to parking within other facilities. d) Signage for cyclists that directs them to the facility to be located within the centre.

A revised Transport Management and Accessibility Plan (TMAP) is to be submitted with the Stage 2 Development Application. The revised TMAP is to be consistent with the methodology outlined in the Draft Interim Guidelines on Transport Management and Accessibility Plans, NSW Department of Transport, Roads and Traffic Authority of NSW. The revised TMAP needs to address, but not limited to, the following: 35 – Revised 6 & 8 TMAP a) Existing and future public transport demand generated by the proposed development b) Existing and future pedestrian and cyclists demand generated by the proposed redevelopment c) Details of public transport facilities in particular at the bus interchange and pedestrian facilities along Herring Road proposed by the applicant to service existing and future demand from the Macquarie Centre.

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Report Condition Condition Wording section

As part of any subsequent development application(s) that involve increase in Floor Space and/or additional parking spaces, the proponent shall:

 Undertake detailed traffic modelling using an appropriate modelling tool to assess road network performance within the area of influence of the site. The traffic model is to be prepared to the satisfaction of Ryde City Council, Roads and Maritime Services and TfNSW.  Identify local and regional impacts using traffic modelling and propose mitigation measures to ameliorate the identified impacts;  In the event that mitigation measures are identified as being required, the proponent shall (make contributions or works in kind for regional road and signalised intersections 38 – Impacts infrastructure works, but only when such works are specifically on Road required as a result of traffic generated by additional retail Networks 7 and Bus floor space approved as part of the development; Operations  Any contributions determined to be required as part of any subsequent development consent(s) must consider the equitable apportionment of works to reflect the cumulative impact of traffic generated by development within the wider precinct;  Any contributions determined to be required for any subsequent stages of development are to be paid prior to the issue of the relevant construction certificate for that development consent.

This condition does not prevent the determination of any development application that does not result in a net increase in the number of car parking spaces at the centre, changes to loading bay access arrangements, excavation and early works which does not approve additional retail, residential or commercial GFA to that existing on the site as at the date of the Consent

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Report Condition Condition Wording section

Prior to the submission of any Stage 2 development application, the proponent shall:

 Examine opportunities, in consultation with TfNSW, to increase bus stand capacity to align with future growth as identified in Table 17 of the TMAP as the proposed changes to the bus interchange present an opportunity to accommodate future bus services at the interchange.  Undertake a safety assessment of the proposed interchange arrangement and capacity assessment of the Herring Road/Waterloo Road/University Avenue intersection with the 39 – Herring proposed bus stands along Herring Road; and Road bus  Investigate the issues associated with existing facilities for 8 interchange kiss and ride and taxis and improve these facilities to meet future demand as the proposed changes to the bus interchange present an opportunity to improve these facilities at the interchange.

This condition does not prevent the determination of any development application for changes that does not result in a net increase to the number of car parking spaces at the centre, changes to loading bay access arrangements, excavation and early works which does not approve additional retail, residential or commercial GFA to that existing on the site at the date of the Consent.

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Report Condition Condition Wording section

As part of a Stage 2 development application, the proponent shall prepare a draft Construction Pedestrian and Traffic Management Plan (CPTMP). The CPTMP needs to specify, but not be limited to, the following:

 Location of all proposed work zones;  Proposed crane locations and methods of erection and dismantling;  Haulage routes;  Construction vehicle access arrangements;  Proposed construction hours;  Details of any required hoardings;  Estimated number and type of construction vehicle 43 – Draft movements including morning and afternoon peak and off Construction Appendix C Pedestrian peak movements; (CBRK and Traffic  Construction program highlighting details of peak construction report) Management activities and proposed construction ‘staging’; Plan  Any potential impacts to general traffic, cyclists, pedestrians and bus services within the vicinity of the site from construction vehicles during the construction of the proposed works;  Cumulative construction impacts of projects, including ECRL conversion works to Sydney Metro. Should any impacts be identified, details are to be provided in respects to the duration of the impacts;  Measures proposed to mitigate any associated general traffic, public transport, pedestrian and cyclist impacts should be clearly identified and included in the CPTMP.

The CPTMP is to be approved by Council, Transport for NSW and RMS.

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2 Existing Conditions

2.1 Site context Macquarie Park is bounded by high order roads serving the North Shore and North West, including the M2 Hills Motorway, Epping Road and Lane Cove Road. The Macquarie Centre is located in the heart of Macquarie Park, approximately 15km from the Sydney CBD. Nearby major centres including Epping, Chatswood, Top Ryde and Eastwood as shown in Figure 2 below.

Figure 2 Site context

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2.2 Road network The Macquarie Centre is surrounded by a number of major roads which carry significant traffic volumes. These roads, including the administrative classification, are:  Epping Road (State road)  M2 Motorway (State road)  Herring Road (Regional road between Epping Road and Talavera Road)  Talavera Road (Regional road between Lane Cove Road and Culloden Road)  Waterloo Road (Local road)  Balaclava Road (Local road)  Culloden Road (Local road)

Figure 3 Existing road network

14 September 2020 9 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

The operation of the Macquarie Park road network is primarily a function of the performance of key intersections including:  Waterloo Road / Herring Road: Directly adjacent to the Macquarie Centre, this intersection is signalised with pedestrian crossing facilities on all approaches.  Epping Road / Balaclava Road: Controlled by traffic signals with pedestrian crossing facilities on all approaches. Left turn slip lanes are provided on the north, south and west approaches. Bus priority lanes exist on Epping Road.  Epping Road / Herring Road: Controlled by traffic signals with pedestrian crossing facilities on all approaches. Bus priority lanes exist on Epping Road.  Herring Road / Talavera Road / M2 Ramps: Controlled by traffic lights and providing access to the Macquarie Centre. The western leg provides access to Talavera Road from the M2 off ramp, with only left and right turn movements permitted. Pedestrian crossing facilities are provided on the eastern and northern legs. Right turn movements from Talavera Road into Herring Road are for buses only.  Talavera Road / Technology Place / Christie Road: This intersection is controlled by traffic signals, with pedestrian crossing facilities on all four legs. The Christie Street leg of the intersection is an extension of the eastbound off-ramp and on-ramp of the M2 Motorway.  Culloden Road / Waterloo Road: At the northern end of the campus, this intersection is controlled by a roundabout. There are no dedicated pedestrian crossing facilities provided.

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2.3 Vehicle access arrangements The existing vehicular access arrangements for the Macquarie Shopping Centre are illustrated in Figure 4 below.

Figure 4 Existing access arrangements

2.4 Parking There currently 4,755 car parking spaces provided within the Macquarie Centre as summarised in Table 2. Table 2 Existing car parking

Parking Area Existing Spaces Level 5 231 Level 4 914 Level 3A/4 147 Level 3 151 Level 2A/3 739 Level 2 502 Level 1A/2 784 Level 1 798 Level 0A 489 Total 4,755

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2.5 Public transport network

2.5.1 Metro Macquarie University metro station opened in May 2019 and is located immediately adjacent to the Macquarie Shopping Centre. Metro trains run frequently throughout the day at between six to ten minute intervals – offering a high level of public transport accessibility for centre users. This frequency is likely to increase to every four minutes following the completion of the wider Sydney Metro network. The Macquarie University metro station in the context of the broader Sydney Metro network is presented in Figure 5 below.

Macquarie University metro station

Figure 5 Sydney Metro network

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2.5.2 Bus The Macquarie Centre bus interchange, located predominantly in Herring Road, is the hub for some 28 bus routes connecting Macquarie Park with the Sydney CBD, the North Shore, the North West and the West. There are nine bus stops comprising the interchange, between Talavera Road and Waterloo Road, with 5 bus stands located on the southern side of Herring Road, adjacent to Macquarie Centre, plus 2 stops each on the north side of Herring Road and the east side of Waterloo Road, south of Herring Road. Buses access stands A to E, adjacent to Macquarie Centre, by travelling eastbound in Herring Road and performing a u-turn via an overbridge that provides access to the west-facing bus stops, as well as rooftop car park access for the shopping centre.

Figure 6 Macquarie Centre bus interchange

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2.6 Taxis The transport interchange at the Macquarie Centre includes a thirteen-space taxi rank (west-facing) on Herring Road, adjacent to the bus interchange (see Figure 7). A passenger shelter is provided for taxi customers, and taxi drivers can access the rank from Talavera Road and the M2, as well as from Herring Road eastbound by means of an exclusive u-turn lane across the median, near the bus overbridge.

Figure 7 Macquarie Centre taxi rank

14 September 2020 14 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

2.7 Pedestrians Existing pedestrian facilities around the Macquarie Centre generally consist of pedestrian crossings at major road intersections in the precinct, with the exception of one midblock crossing which facilitates the movement of pedestrians between Macquarie Centre, bus stops, and the University. Surveys indicate more than 1,700 pedestrians currently utilise the pedestrian mid-block crossing on Herring Road during the lunchtime peak hour (12.30pm – 1.30pm), travelling between the Macquarie Centre and Macquarie University. This crossing is illustrated in Figure 8 below.

Figure 8 Mid-block pedestrian crossing opposite Macquarie Centre

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2.8 Cycling The Macquarie Shopping Centre is serviced by off-road shared user paths on both Talavera Road and Waterloo Road that connect to Herring Road. The Waterloo Road path intersects with a cycling facility adjacent to Shrimptons Creek that provides broader connectivity within Macquarie Park. There is a large bicycle parking and end of trip facility within the existing Macquarie Shopping Centre, which provides parking for over 230 bicycles in a secure facility. Adjacent to this bicycle parking area is male and female change rooms, providing lockers and showers. This area is also available visitors of the centre. Photos of the existing facility are shown in Figure 9 below

Figure 9 Existing bicycle parking and end of trip facility

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3 Proposed Development

The proposed development seeks approval for the redevelopment of the Herring Road Corner Podium Site, a relocated Olympic-sized ice rink, additional deck parking along the Talavera Road frontage and the delivery of Station Plaza. The project will transform this significant area of the site into a vibrant and activated pedestrian orientated centre and will see the delivery of Station Plaza, an important publicly accessible civic space. The detailed DA specifically seeks approval for:  Enabling Works  Demolition of the existing buildings and structures on the Herring Road Corner Podium Site;  Construction of a new three storey retail corner podium  Construction of a new Olympic sized ice-skating rink  Construction of two basement levels under the corner podium including one level to be used as retail premises and one level of basement parking;  Construction of two (2) additional levels of deck parking fronting Talavera Road;  Creation of Station Plaza, a new publicly accessible plaza adjacent to the Macquarie University Station Portal;  Landscaping and public domain improvements;  New business identification signage zones and digital screen for community viewing and business identification  22,605 sqm of net additional GFA and 500 net additional car parking spaces; and  New pedestrian access points, and removal of one vehicular crossover on Herring Road.

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4 Framework Travel Plan

4.1 Framework Travel Plan Overview A Framework Travel Plan (FTP) is a tool to minimise the negative impact of private vehicle travel on the environment. The Plan is a package of measures put in place to encourage more sustainable travel. FTP describes ways in which the use of sustainable transport may be encouraged. Using public transport, cycling, walking, working from home, carpooling, making business vehicles more fuel efficient and the use alternative fuels are all more sustainable means of transport than single occupant driving. More generally, the principles of a FTP are applied to all people travelling to and from a site. Government authorities around the nation are placing increasing emphasis on the need to reduce the number and lengths of motorised journeys and in doing so encourage greater use of alternative means of travel which have less environmental impact than cars.

4.2 Benefits of a framework travel plan The FTP can bring a number of benefits to Macquarie Centre visitors and staff:  Visitors and employees can enjoy improved health, less stress, a better quality of life, cost and time savings, and greater travel choice;  Reduced traffic congestion;  Benefit from improved air quality, less noise and pollutants; and  Deliver health benefits, tackle obesity and improve residents quality of life

4.3 Objectives The main objectives of the FTP are to reduce the need to travel and promotion of sustainable means of transport. Specifically for the Macquarie Centre, the primary purpose of the Framework Travel Plan measures is to achieve the target mode split for journey to work trips of 40% public transport / 60% private vehicle for the commercial workers, as outlined in Part 4.5 Macquarie Park Corridor DCP 2014. The more specific objectives include:

 High modal share for public transport, cycling and walking to the site;

 To ensure adequate facilities are provided at the site to enable staff and visitors to commute by sustainable transport modes;

 To raise awareness of sustainable transport amongst staff and visitors.

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4.4 Framework travel plan measures This section discusses the travel demand measure which can be adopted to reduce the need for staff and visitors to travel to the site by private vehicle and promote a sustainable means of transport.

4.4.1 General Marketing and Promotion The objectives of the FTP will only be achieved with the support of the Macquarie Centre staff. Marketing the benefits and promoting the sustainable alternatives available are therefore crucial in encouraging staff to adopt the FTP measures. It is important that at an early stage, staff are made aware of the need for the FTP, and that it is emphasised that the measures are being introduced to support and encourage people to use cars more wisely. In addition to raising general awareness, any successes achieved will be fully publicised to staff in order to motivate them to use sustainable modes of transport. Case studies are another powerful tool in promoting sustainable travel modes, highlighting success stories of how certain staff members have successfully changed their travel arrangements. For example “Lisa catches the metro to Hills Showground station and then hops on the 609 bus. Her commute time has remain largely unchanged as she avoids the traffic and avoids the stress of having to navigate her way through peak traffic”

Figure 10 Example of promotion of travel plan Source: BOC Macquarie Park

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4.4.2 Staff Induction To ensure new members of staff are aware of the FTP, all new staff members should be made aware of the Plan as part of their induction process. The FTP section of the induction should provide new starters with the following:  A brief introduction to the FTP and its purpose;  Tour of the office to include a visit to cycle parking areas and shower and changing facilities; and  Provision of FTP information which would include information on incentives to use sustainable means of transport e.g. taxi and car share system.

4.4.3 Cycling The Macquarie Shopping Centre has good access to the cycling network and provides onsite facilities for cyclists i.e. easily accessible bike room/shelter, changing rooms and showers, lockers and good access from those facilities to the office. As previously noted there is a large bicycle parking and end of trip facility within the existing Macquarie Shopping Centre, which provides parking for over 230 bicycles in a secure facility. Adjacent to this bicycle parking area is male and female change rooms, providing lockers and showers. This area is also available visitors of the centre. Currently there are approximately 1,000 -1,500 staff on-site at the Macquarie Centre at any one time. Assuming that up to 5% of staff may ride to work, which would be a significant increase compared to current travel patterns in Macquarie Park, between 50 and 75 bicycle parking spaces would be required on-site. Therefore the current provision of 230 spaces significantly exceeds the required provision to meet staff demand – both currently and into the future. The current facility is significantly underutilised, with recent surveys indicating the facility is less than 5% occupied on a typical day. For this reason it is proposed to retain the facility in it’s current form as part of this development application, however implement measures to better promote cycling as a mode of transport to the site. Over time demand for bicycle parking will be monitored by the centre management, and should demand warrant the facility could be expanded. The following measures are proposed further promote cycling to the centre:  Promote the existing bicycle parking and end of trip facilities as part of the staff induction process, including a tour of the facility;  Provide information on the Macquarie Shopping Centre promoting the existing bicycle parking and end of trip facilities available on site;  Provide wayfinding signage within and external to the centre to direct people to the existing bicycle parking and end of trip facilities available on site;  Provide Sydney cycle maps to staff;

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 Participate in annual events such as 'Ride to Work Day';  Staff who cycle to work should be encouraged to form a Bicycle User Group in order to provide a body of regular cyclists who can discuss issues relating to the provision of on-site cycling facilities and the maintenance of off-site cycle routes; and  Set up ‘Bike Buddies’ scheme for less confident staff interested in cycling. An additional 10 visitor bicycle parking will be provided as part of this development application within the public plaza.

4.4.4 Car share Currently Go-Get provide 2 car share vehicles that are located within the Macquarie Shopping Centre car park. These car share vehicles can be used by either staff or visitors to the site. Potential measures to encourage staff and visitors to enter into the car sharing scheme include:  Signage throughout the car park notifying people of the available of car share vehicles;  Entering into discussions with Go-Get about providing discounts to Macquarie Centre staff using the car share vehicles on-site;  Staff made aware of the on-site car share vehicles as part of their induction process; and  Space made available within Macquarie Shopping Centre for Go-Get to run pop-up stalls to educate visitors about the availability of car share at the centre It should also be noted that additional car share spaces will be provided when future residential DAs are lodged for the site, as per Condition 24 of the project approvals.

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4.4.5 Public Transport The development of the Macquarie Centre involves significant improvements to the connection between the centre and Macquarie University metro station. This is shown in the public domain plan in Figure 11

Figure 11 Public domain plan To further promote the use of public transport work related trips and journeys to/from the Macquarie Centre.  Create and maintain an intranet ‘Public Transport links page’ containing useful links to journey planning websites in Sydney;  Provide useful public transport maps and promotional items to potential and current public transport users; and  Investigate the possibility of purchasing an Opal Card for general use of building staff for business journeys, in lieu of cars and taxis

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4.4.6 Walking Specific Travel Plan measures designed to encourage more walking trips to and from work by those employees living within a reasonable distance.  Produce walking related articles for inclusion in the office newsletter focussing on ‘walking champions’ to highlight best practise in walking to business meetings;  Participate in Walk to Work day and look into holding a ‘healthy breakfast’ as a reward to all those who participate

4.4.7 Parking management plan The parking management plan currently in place at the centre will be updated at a future date when development applications are lodged for the residential component of the development.

4.4.8 Workplace challenges Workplace travel challenges can create a culture where sustainable transport options are normalised and celebrated. This may culminate at the annual travel morning tea information session where awards are handed out to staff members. There are already a number of existing challenges (see Figure 12) which staff could participate in. These would be promoted internally to staff and help encourage use of sustainable travel modes – particularly taking advantage of the nearby metro station.

Figure 12 Existing workplace challenges

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5 Wayfinding and Signage

An assessment has been undertaken which considers the existing and proposed wayfinding provision servicing the Macquarie Shopping Centre and wider Macquarie Park precinct. The strategy is outlined on the following pages, and seeks to complement the existing wayfinding plan already in place within Macquarie Park. A number of additional wayfinding signs are recommended which direct people to the end of trip facilities within the Macquarie Shopping Centre, as well as pedestrian entry points to the site. It is not proposed as part of this signage plan to install digital signage directing vehicles to parking, for the following reasons:  Digital parking signage is appropriate where there are a number of public car parking areas available for people to choose from, such as in Darling Harbour (see Figure 13). Within Macquarie Park, there are no public car parking areas similar to the Macquarie Shopping Centre  Digital signage is already available for customers entering the Macquarie Shopping Centre, which is linked with the internal parking guidance system (see Figure 14). This already provides customers with a means of making an informed decision in relation to appropriate car park locations It is recommended that AMP Capital consult with Council at an appropriate time (following the introduction of additional car parking locations) to discuss the opportunity to introduce a precinct wide parking system.

Figure 13 Digital parking signage in Darling Figure 14 Digital parking signage at Macquarie Harbour Shopping Centre

14 September 2020 24 Macquarie Park - Wayfinding Review

- Pedestrians accessing the Centre on foot typically come from the bus interchange (Herring Road) or from Macquarie University and associ- ated station. - There are four wayfinding scheme within 10 minutes walk of the Cen- tre. These are signage managed by the Centre, City of Ryde signage for the general precinct, temporary signage associated with Station Link buses and Macquarie University campus signage. - Only one example of Macquarie Centre signage for a pedestrian entrance was found (see blue dot on Talavera Road). The sign lead to a painted yellow path through the carpark to the entrance to the shops.

Ta la ve - The City of Ryde precinct wayfinding signs include the Macquarie ra Centre and approximate timings to the entrance. However, the en- Rd M2 trance itself is not marked on the maps. The orientation of the maps is M otorway also not labelled. In no va ti on - Temporary Station Link signage also includes the Macquarie Centre, Dr Ta but the entrance is not marked. la ve ra Main Rd -Macquarie University wayfinding includes directions to the station but entrance not the Macquarie Centre. d Entrance to bicycle R Macquarie g parking (Blue Carpark) in rr Centre e University Ave H

Macquarie University Station

City of Ryde precinct wayfinding W at Macquarie Centre wayfinding erl oo R Rd Station Link bus wayfinding d m u rto Bicycle wayfinding ha K Macquarie University wayfinding

Secure bicycle parking Epp i ng R Public bicycle parking d

Macquarie Centre

10 minute walking catchment from main entrance 0 250 500m Macquarie Park - Wayfinding Recommendations

1. Engage with City of Ryde to encourage that the main 5. Mark all pedestrian entrances on the Macquarie Cen- entrance to the Macquarie Centre is marked on pre- tre maps (including information points, online map and cinct-level wayfinding. Centre Directory leaflet) and include connecting streets for reference. 2. Place new City of Ryde precinct signage on Waterloo Road next to bus stop. 6. Mark bicycle parking on the Macquarie Centre maps (including information points, online map and Centre 3. Provide clear wayfinding at all pedestrian entrances Directory leaflet). to Macquarie Centre. This could be similar in style to the existing signage marked with the blue dot on Talav- era Road. Signs should be visible from the footpath and include a marked path all the way to the shop entrance.

4. Include directions to the secure bicycle parking facility in the Blue Carpark on Talavera Road (yellow dots). Directions should be visible to cyclists approach- ing from both directions on the shared path. Directions should also be located at main pedestrian entrance on Herring Road. Example of precinct signage

Ta la ve ra Rd M2 M otorway In no va ti on Dr Ta la ve ra Main Rd entrance

d Entrance to bicycle R Macquarie g parking (Blue Carpark) in rr Centre e Example of signage to secondary University Ave H pedestrian entrance Macquarie University Station

W at erl oo R Rd d m u New City of Ryde precinct wayfinding rto ha New Macquarie Centre wayfinding K to secondary pedestrian entrances New Macquarie Centre wayfinding to bicycle parking Epp i Secure bicycle parking ng R d Public bicycle parking

Macquarie Centre Example of signage to bicycle parking 0 250 500m 10 minute walking catchment from main entrance (should be Macquarie Centre branded) JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

6 Travel Demand

As required under Condition 35 of the Concept DA approval, the existing and future public transport, pedestrian and cyclist demands generated by the proposal have been determined. The daily number of trips generated by the site, but currently and following the introduction of the proposal, is summarised in Table 3 below. The strong public transport network servicing the Macquarie Shopping Centre combined with the multiple vehicle access points distributed across Herring Road, Waterloo Road and Talavera Road, have then ability to accommodate this projected increase in travel demand.

Table 3 Existing and future trips generated by proposal

PM peak hour person trips Daily person trips Mode Mode Share Existing Future Increase Existing Future Increase Car driver / 67.0% 7,053 7,557 503 77,623 83,163 5,540 passenger Bus 11.0% 1,158 1,241 83 12,744 13,654 910

Metro 8.0% 842 902 60 9,268 9,930 662

Walk 13.0% 1,369 1,466 98 15,061 16,136 1,075

Bicycle 0.5% 53 56 4 579 621 41

Taxi 0.5% 53 56 4 579 621 41

Total 100% 10,527 11,279 751 115,855 124,124 8,269

14 September 2020 27 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

7 Traffic Modelling

7.1 Traffic modelling undertaken to date Extensive traffic modelling has previously been undertaken to support the Macquarie Shopping Centre development project in close consultation with Transport for NSW (formerly RMS) and City of Ryde Council. A detailed traffic model was previously prepared by Arup and submitted as part of the original Herring Road Corner Podium DA lodged in December 2018. In accordance with Condition 38 of the Concept DA approval for the Macquarie Shopping Centre (LDA 2015/0665), works to ameliorate the traffic impacts of the first stage of development (Station Plaza site) were identified as part of this traffic modelling, in line with the requirements of the condition. The traffic model was peer reviewed by The Traffic and Planning Partnership (TTPP) on the behalf of City of Ryde Council, with TfNSW also providing feedback. The traffic model has been updated as part of this amended DA to incorporate this feedback as well as reflect the outcomes of discussions held with TfNSW and City of Ryde Council in July 2020.

7.2 Stakeholder consultation To discuss the traffic modelling supporting the amended DA a meeting was held on 28 July 2020 with City of Ryde and TfNSW to discuss the comments provided to date and agree a way forward with the detailed traffic model. A summary of the meeting outcomes is noted below.

Purpose of traffic modelling To assess the incremental traffic impacts of the Macquarie Shopping Centre development and identify suitable mitigation measures – consistent with Condition 38 of the Concept DA approval. Confirmation of suitability of base model Both TfNSW and Council have noted that they are comfortable with the base year model, with no further modifications required Assumptions around future road network including BPCIP works and bus interchange It was agreed that the updated traffic modelling should include the following: 1. Works covered under the Macquarie Park Bus Priority and Capacity Improvement Program (BPCIP) including: o All works along Herring Road between Epping Road and Waterloo Road (including intersections) o All works along Lane Cove Road between Epping Road and Waterloo Road (including intersections)

14 September 2020 28 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

2. Proposed Macquarie University bus interchange project, as per TfNSW’s preferred design.

Confirmation of traffic modelling scenarios  TfNSW expressed a preference for the traffic modelling to consider the impacts of both the Stage 2 DA (Herring Road corner podium development) as well as those arising from the entire Concept DA.  Following discussions the traffic modelling will consider the following four scenarios: o Future road network following the development of the Herring Road corner podium DA (i.e. subject of amended DA) o ‘End state’ road network following full development of Macquarie Centre as envisaged under the Concept DA  Mitigation measures would be identified for each of these scenarios which aim to ensure that the road network operates at a level similar to what it would have should the amended DA not proceed  In the event that mitigation measures identified as part of this work are subsequently implemented by other parties as part of separate projects, TfNSW would reallocate the funds otherwise identified to these works to other projects within Macquarie Park. The traffic modelling would not need to be revisited in this circumstance. TfNSW noted a similar circumstance arose with Macquarie University where works proposed as part of traffic modelling were subsequently undertaken by others.

Review of TfNSW and Council feedback on traffic modelling The following items were discussed and agreed:  Late start for pedestrian movements should be included for left and right turn movements, as well as ensuring minimum green time is provided for pedestrian crossings. No dedicated pedestrian phases are required to be included in the model.  Posted speed limits will be updated as per the TfNSW comment  Cycle times and signal offsets will be reviewed and updated as per the TfNSW comment  Location of unreleased vehicles should be noted as part of the updated modelling

14 September 2020 29 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Other items discussed: Question of how to deal with unreleased vehicles was raised. Agreed way forward was as follows:  Location of the unreleased vehicles within the model should be identified in the report  The mitigation measures should demonstrate that the number of unreleased vehicles should not increase following the completion of the Macquarie Centre development when compared back against a ‘future base’ scenario.

TfNSW confirmed that the traffic generation rates adopted in the traffic modelling were suitable for continued use

7.3 Response to TfNSW and Council feedback Responses to the comments provided by TfNSW and City of Ryde Council in relation to the traffic modelling supporting the original DA lodged in December 2018 are noted in Table 4 below.

Table 4 Responses to traffic modelling feedback

TTPP Peer Review Findings TfNSW Comments Response Report Comment Section

Major Comments

3.4 The above list of results needs to be provided I don't fully agree with the The requested network model and presented in the response. results are to be provided. report

5.1. a The applied technique is Section 4.1 of Arup report used for more states that they used STFM than a 5 year horizon growth for future demand which is not STFM was used to forecast which is acceptable. acceptable based on the future traffic in line with TfNSW

RMS Modelling expectations TTPP states that Arup used Guidelines unless RMS growth factor, where did agreed and approved the this come from? applied technique.

5.2.6 If these changes are only because of model No changes to signal phasing performance as stated in This response is not clear. are proposed to this the Why these changes are intersection in the most recent report, they should be necessary for the future model update. Therefore the only applied to future base case?? original TTPP comment is now with development and redundant. upgrade as

14 September 2020 30 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

TTPP Peer Review Findings TfNSW Comments Response Report Comment Section

recommended infrastructure upgrades

5.3.2 The standard phasing I think the response is not arrangements relevant to the comment. Any new signalised should be used in The comment is related to intersection in the options intersection modelling or new intersections in the model will be coded in RMS approval is future models while the accordance with RMS required for the response is referring to the modelling guidelines. proposed phases base model.

5.3.3. A As the traffic signal is the Models are provided by The model has been updated key to control the traffic RMS subject to the with common cycle time and movements within the condition that they have to coordination between study area, it is be updated to suit the neighbouring signalised recommended that the objectives of the intended intersections along key cycle time issues are study. Signal coordination corridors by manual either clarified or is vital in modelling urban optimisation, if required. amended areas.

6.4.3 Intersections delay has to be provided as part of the Intersections delay of all intersections performance We will provide delay intersections in the study assessment (Level of (seconds) along with Level of area are required to service F indicates more Service for the key presented and tabulated than 70 seconds of delay, intersections. in the report. so it could be 71 seconds and could be 500 seconds).

7.3.1 As the traffic signal is the key to control the traffic movements within the study Same comment as Same response as provided area, it is recommended provided for section 5.3.3.A for item 5.3.3.A that the cycle time issues are either clarified or amended.

Medium Comments

4.2 We have rectified all posted Maximum speed in the speed as identified by model should be consistent TTPP. We have also rectified Posted speed limits need with the posted speed limit any obvious outstanding to be applied for the full as speed is one of the issues related to posted speed extent of the model major factors that impact such as Lane Cove Road traffic performance in the (existing 70 km/h, modelled 60 model. km/h).

14 September 2020 31 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

TTPP Peer Review Findings TfNSW Comments Response Report Comment Section

5.2.4 We are carrying out the options assessment by updating the Base Model to The geometry include BPIP packages 1A and configuration is a key No response was provided 1B upgrades, as well as the element of intersection for comments 5.2.1, 5.2.2 & proposed Macquarie Centre capacity and needs to be 5.2.3 Bus interchange upgrades. accurately modelled. TTPP comments 5.2.1 through to 5.2.4 have been addressed in our options model.

5.3.3. B As pedestrian activity Please refer to the first Noted. We are updating signal plays an important role in comment of section phasing to include pedestrian intersection capacity, 5.3.3.A. protection for left and right turn pedestrian protection Models are required to be movements at the key needs to be considered updated to suit the study intersections in the model as for all the left and right objectives. requested by TfNSW turning movements

6.3.1 As pedestrian activity But with the shopping plays an important role in centre expansion, number intersection capacity, of pedestrians are expected same response as provided for pedestrian protection to increase and hence item 5.3.3.B needs to be considered pedestrians have to be for all the left and right considered in the traffic turning movements signals.

6.4. b The results are required to As the model is a 2 hour be reported for the peak Agreed. We will provide results model, the results need hour as well; as the peak for each model hour (4pm-5pm to be presented for each hour performance is usually and 5pm-6pm). hour separately. worse than the overall modelling period.

Minor Comments

4.8 a The applied methods and the locations of the Appears to be a typo in Arup end constraints needs to Section 2.4 response, identified by TfNSW. be explained and No action further required presented in the report

7.4.1 Locations of unreleased Locations of the vehicles would give unreleased vehicles are indication on whether a Locations of unreleased needed to be presented high proportion of the vehicles are to be provided. in the report. unreleased traffic is related to the development or not

14 September 2020 32 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

7.4 Traffic model network The extents of the traffic model network as agreed with TfNSW and Council are shown in Figure 15 below.

Macquarie Shopping Centre

Figure 15 Traffic model network

7.5 Traffic volumes As per City of Ryde Council’s request, traffic flows for both the ‘future base’ and ‘future base + amended DA’ scenarios have been developed. These traffic flows are presented in Figure 16 and Figure 17 on the following pages.

14 September 2020 33 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Figure 16 Forecast traffic flows – ‘future base’

14 September 2020 34 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Figure 17 Forecast traffic flows – ‘future base + amended DA’

14 September 2020 35 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

7.6 Forecast traffic generation Previous traffic surveys undertaken at the Macquarie Shopping Centre have indicated a current peak hour traffic generation rate of 3.0 trips / 100m2 GLA. This was documented previously in the transport assessment supporting the Concept DA for the site. The amount of traffic generated by the amended DA has been forecast based on traffic surveys undertaken at the Macquarie Centre, as well as surveys at a number of shopping centres in NSW, Queensland and Victoria. The floor area for each shopping centre has been plotted against the surveyed traffic generation rate, and a regression analysis undertaken to establish the relationship between floor area and traffic generation. This is illustrated in Figure 18.

Macquarie Centre

Figure 18 Relationship between retail floor area and traffic generation

Source: GTA Consultants The existing and proposed retail floor area were then used as inputs to determine a ratio between existing and post-development traffic generation rates. This ratio was applied to the surveyed existing traffic generation rates at the Centre to determine the forecast future level of traffic, taking into account the 15% passing trade at the centre. These forecasts are shown in Table 5 and indicates a peak hour traffic generation rate growth of approximately 250 vehicles on the external road network.

14 September 2020 36 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Table 5 Forecast traffic generation

Existing PM Peak Hour Future PM Peak Hour

Future Existing Passing Total Passing Total Existing Existing Future traffic Future Growth gen. trade traffic trade traffic GLA entry/exits GLA gen. entry/exits in trips rate trips generation trips generation rate

136,300 3.00 4,089 613 3,476 153,707 2.85 4,384 658 3,726 250

Table 6 below provides a summary of the total retail Gross Leasable Area (GLA) provided for the Macquarie Shopping Centre under three different scenarios, those being:  Existing GLA  GLA considered in the original DA submitted for the Herring Road Corner Podium site submitted in December 2018  GLA considered under this amended DA

Table 6 Existing and future GLA for Macquarie Shopping Centre

Scenario Macquarie Centre Change from Change from GLA existing original DA

Existing 136,300m2 n/a n/a

Original DA 153,624m2 17,324m2 n/a (December 2018)

Amended DA 153,707m2 17,407m2 +83m2

The analysis indicates there is only a very minor difference of 83m2 GLA when comparing the amended DA with the originally submitted DA of December 2018. This in turn would not increase the level of weekday PM peak hour traffic generation arising from the proposal (approximately 250 vehicles) when compared to that previously considered for the original DA. It should also be noted that the amended DA retains the existing Macquarie Ice- Rink (albeit in a different location) which was proposed to be removed as part of the original DA for the site. Typically trips to the ice-rink are longer in duration and generally are multi-purpose in nature – i.e. people using the ice-rink also visit retails outlets within the shopping centre. In this context, although the GLA remains largely unchanged, it can be expected that the amended DA will generate less traffic movements when compared with the original DA.

14 September 2020 37 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

7.7 Traffic distribution The additional traffic generated by the amended DA has been distributed to the arrival/departure routes and centre accesses based on surveys of existing shoppers at the centre, counts of traffic movements at the access points, changes in access arrangements to/from the shopping centre and review of existing traffic patterns on the surrounding road network. A summary of the arrival and departure traffic distribution from the wider road network is provided in Figure 19 and Figure 20 respectively.

Figure 19 Arrival distribution from wider road network

Figure 20 Departure distribution from wider road network

14 September 2020 38 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

7.8 Potential road network upgrade To mitigate the traffic impacts of the amended DA, in line with the requirements of Condition 38 of the Concept DA approval (LDA 2015/0665) upgrades to the road network in the vicinity of the site have been identified. These potential upgrades are forecast to bring the operation of the road network in line with the ‘future base’ scenario – i.e. should the amended DA not proceed. This would involve the creation of an additional left turn lane from Waterloo Road into Byfield Road as indicated in Figure 21 below. This upgrade utilises a section of the existing Waterloo Road (southern) footpath to create a dedicated left turn lane and allow the centre lane to become a dedicated through traffic lane.

Figure 21 Potential road network upgrade – Byfield Road / Waterloo Road

14 September 2020 39 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

7.9 Traffic modelling results An updated traffic model has been prepared to support the amended DA in line with the agreed methodology with TfNSW and Council previously outlined in Section 7.2 and 7.3 of this document. Network wide results have been produced in line with the TfNSW and Council feedback which best reflect the operation of the road network.

7.9.1 Network wide statistics As the traffic model is a micro-simulation model covering a broad area the most appropriate way in assessing the traffic impacts of the proposal is to consider network wide results. This considers the performance of the network holistically rather than looking at individual locations in isolation. Results of traffic modelling for the full model period (3.30pm – 7.00pm) are presented in Table 7 below. These results reflect the agreed future year traffic network as well as background traffic growth as derived from the Sydney Strategic Traffic Forecasting Model (STFM). The modelling indicates that:  Due to the high traffic demands within the model and limited capacity to accommodate these demands, particularly at the roundabouts along Waterloo Road, there is a significant number of unreleased vehicles within the ‘future base’ scenario model  The provision of a dedicated left turn lane at the Waterloo Road / Byfield Road intersection allows traffic to more freely within the network under the ‘future base + amended DA’ scenario which performs at a significantly improved level when compared with the ‘future base’ scenario. Table 7 Traffic modelling results – models with background growth Scenario Future Base Future Base + Amended DA Model Period – 3.30pm – 7.00pm (full model period)

Network BPIP 80% + Bus BPIP 80% + Bus Interchange + Interchange Byfield Road upgrade option

Traffic Base year + Base year + Background growth + Background growth Amended DA Completed trips 4,065 74,016 Missed Turn 4,379 1,075 Delay Time (sec/km) 224.7 160.3 Unreleased vehicles 15,431 803 Unreleased vehicles (%) 25.9% 1.1% Travel Time (sec/km) 283.1 219.1 VKT (km) 84,050.7 133,803.1 VHT (h) 6,417.6 7,706.4 Speed (km/h) 13.1 17.4

14 September 2020 40 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Given the high level of sensitivity including the significant numbers of unreleased vehicles within the ‘future base’ model, a sensitivity test was undertaken to confirm the suitability of the proposed Byfield Road upgrade option. The intent of the sensitivity test was to allow both modelled networks to run adequately without ‘locking up’ and therefore provide for a more realistic representation of road network performance. This also allows for a better ‘like for like’ assessment of the two scenarios to be undertaken to assess the incremental traffic impacts of the amended DA – aligning with the overall purpose of the modelling. The sensitivity test involved removing any background traffic growth assumed within the STFM and simply considering base year traffic flows along with the additional flows associated with the amended DA. Results for the full model period are shown in Table 8 and confirm that the proposed Byfield Road upgrade option mitigates the traffic impacts of the amended DA – with both model scenarios performing at similar levels. There is a difference of less than 2% in average speed and delay across both models, however the number of unreleased vehicles falls significantly by approximately half under the ‘future base + amended DA’ scenario. This again confirms the suitability of the proposed road network upgrade in offsetting the traffic impacts of the proposal.

Table 8 Traffic modelling results – models without background growth Scenario Future Base Future Base + Amended DA Model Period – 3.30pm – 7.00pm (full model period)

Network BPIP 80% + Bus BPIP 80% + Bus Interchange + Interchange Byfield Road upgrade option

Traffic Base year Base year + Amended DA Completed trips 71,853 73,316 Missed Turn 639 599 Delay Time (sec/km) 140.7 143.3 Unreleased vehicles 1,590 758 Unreleased vehicles (%) 2.2% 1.0% Travel Time (sec/km) 199.4 202.1 VKT (km) 127,422.1 131,104.5 VHT (h) 6,518.1 6,864.6 Speed (km/h) 19.5 19.1

As requested by City of Ryde Council and TfNSW, traffic modelling results for the first and second peak hours of the model period have been provided and are presented on the following page.

14 September 2020 41 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Table 9 Traffic modelling results – first peak hour (4pm – 5pm) Scenario Future Base Future Base + Amended DA Model Period – 4.00pm – 5.00pm (first peak hour)

Network BPIP 80% + Bus BPIP 80% + Bus Interchange + Interchange Byfield Road upgrade option

Traffic Base year Base year + Amended DA Completed trips 21,756 22,029 Missed Turn 169 174 Delay Time (sec/km) 122.7 126.7 Unreleased vehicles 625 568 Unreleased vehicles (%) 2.8% 2.5% Travel Time (sec/km) 181.5 185.5 VKT (km) 39,455.3 39,898.3 VHT (h) 1,781.7 1,874.1 Speed (km/h) 22.1 21.3 Table 10 Traffic modelling results – second peak hour (5pm – 6pm) Scenario Future Base Future Base + Amended DA Model Period – 5.00pm – 6.00pm (first peak hour)

Network BPIP 80% + Bus BPIP 80% + Bus Interchange + Interchange Byfield Road upgrade option

Traffic Base year Base year + Amended DA Completed trips 21,976 22,278 Missed Turn 210 199 Delay Time (sec/km) 161.7 181.3 Unreleased vehicles 1,217 1,164 Unreleased vehicles (%) 5.2% 5.0% Travel Time (sec/km) 220.8 230.5 VKT (km) 38,720.4 39,361.6 VHT (h) 2,047.9 2,200.3 Speed (km/h) 18.9 17.9

7.9.2 Intersection level of service Intersection level of service statistics for both the ‘future base’ and ‘future base + amended DA’ scenarios have been developed and are presented in the tables on the following pages. These confirm that overall intersection performs remains unimpacted by the proposal, with adequate storage available at all intersection approaches.

14 September 2020 42 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Table 11 Intersection level of service (4pm – 5pm)

Future Base Future Base + Amended DA Approach Intersection Approach Delay Average Adequate Delay Average Adequate Length (m) LoS DoS LoS DoS (sec) Queue (m) Storage? (sec) Queue (m) Storage? North 340 100 F 0.03 10 Yes 98 F 0.03 10 Yes (Herring) East 205 62 E 0.54 18 Yes 67 E 0.54 21 Yes Herring / Waterloo South 380 39 C 0.27 11 Yes 43 D 0.28 13 Yes West 310 62 E 0.29 25 Yes 66 E 0.29 28 Yes

TOTAL 56 E 0.54 - 60 E 0.54 - North (MC) 80 37 C 0.91 16 Yes 45 D 0.90 19 Yes

Macquarie East 160 11 A 0.35 7 Yes 13 A 0.36 9 Yes Centre / Waterloo West 205 33 C 0.12 17 Yes 33 C 0.13 18 Yes TOTAL 23 B 0.91 - 25 B 0.90 - North (Lane 360 91 F 0.52 75 Yes 100 F 0.53 84 Yes Cove) East 230 92 F 0.29 26 Yes 81 F 0.28 21 Yes Lane Cove / Waterloo South 330 14 B 0.33 7 Yes 14 B 0.34 7 Yes West 640 0 A 0.03 0 Yes 0 A 0.03 0 Yes

TOTAL 52 D 0.52 - 54 D 0.53 -

14 September 2020 43 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Future Base Future Base + Amended DA Approach Intersection Approach Delay Average Adequate Delay Average Adequate Length (m) LoS DoS LoS DoS (sec) Queue (m) Storage? (sec) Queue (m) Storage? North (Lane 205 47 D 0.46 32 Yes 45 D 0.46 31 Yes Cove) East 100 85 F 0.33 9 Yes 74 F 0.41 10 Yes

Lane Cove / South 360 43 D 0.70 40 Yes 43 D 0.69 39 Yes Talavera West 180 52 D 0.17 20 Yes 57 E 0.19 24 Yes

TOTAL 47 D 0.70 - 47 D 0.69 - North 365 33 C 0.71 6 Yes 29 C 0.76 5 Yes (Khartoum) East 440 52 D 0.26 26 Yes 59 E 0.27 30 Yes

Khartoum / South 355 30 C 0.49 9 Yes 29 C 0.47 9 Yes Talavera West 195 17 B 0.24 7 Yes 21 B 0.26 10 Yes

TOTAL 34 C 0.49 - 37 C 0.47 - East 195 15 B 0.25 9 Yes 15 B 0.24 10 Yes (Talavera) South 350 26 B 0.79 9 Yes 30 C 0.76 10 Yes Road 27 / Talavera West 155 28 C 0.31 16 Yes 41 C 0.33 25 Yes

TOTAL 23 B 0.79 - 30 C 0.76 -

14 September 2020 44 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Future Base Future Base + Amended DA Approach Intersection Approach Delay Average Adequate Delay Average Adequate Length (m) LoS DoS LoS DoS (sec) Queue (m) Storage? (sec) Queue (m) Storage? East 155 36 C 0.23 15 Yes 35 C 0.23 15 Yes (Talavera) Macquarie South 80 26 B 0.52 9 Yes 29 C 0.71 11 Yes Centre / Talavera West 170 4 A 0.26 1 Yes 5 A 0.28 2 Yes

TOTAL 21 B 0.52 - 21 B 0.71 - North (M2 off- 500 37 C 0.04 3 Yes 37 C 0.04 3 Yes ramp) East 170 25 B 0.24 9 Yes 27 B 0.25 10 Yes Herring / Talavera South 340 34 C 0.20 12 Yes 34 C 0.21 13 Yes West 245 33 C 0.17 11 Yes 32 C 0.18 11 Yes

TOTAL 30 C 0.24 - 31 C 0.25 -

14 September 2020 45 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Table 12 Intersection level of service (5pm – 6pm)

Future Base Future Base + Amended DA Approach Intersection Approach Delay Average Adequate Delay Average Adequate Length (m) LoS DoS LoS DoS (sec) Queue (m) Storage? (sec) Queue (m) Storage? North 340 88 F 0.03 10 Yes 96 F 0.03 10 Yes (Herring) East 205 78 F 0.60 27 Yes 77 F 0.59 26 Yes Herring / Waterloo South 380 59 E 0.28 19 Yes 84 E 0.27 63 Yes West 310 56 D 0.27 21 Yes 82 F 0.28 33 Yes

TOTAL 69 E 0.60 - 75 F 0.59 - North (MC) 80 55 D 0.80 23 Yes 45 D 0.79 17 Yes

Macquarie East 160 14 A 0.41 11 Yes 18 B 0.42 15 Yes Centre / Waterloo West 205 30 C 0.12 15 Yes 32 C 0.13 17 Yes TOTAL 25 B 0.80 - 26 B 0.79 - North (Lane 360 154 F 0.49 125 Yes 129 F 0.53 109 Yes Cove) East 230 58 E 0.37 20 Yes 81 F 0.40 33 Yes Lane Cove / Waterloo South 330 31 C 0.24 11 Yes 25 B 0.24 9 Yes West 640 0 A 0.02 0 Yes 0 A 0.03 0 Yes

TOTAL 81 F 0.49 - 74 F 0.53 -

14 September 2020 46 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Future Base Future Base + Amended DA Approach Intersection Approach Delay Average Adequate Delay Average Adequate Length (m) LoS DoS LoS DoS (sec) Queue (m) Storage? (sec) Queue (m) Storage? North (Lane 205 57 E 0.45 39 Yes 53 D 0.46 36 Yes Cove) East 100 58 E 0.58 11 Yes 59 E 0.56 11 Yes

Lane Cove / South 360 107 F 0.60 99 Yes 96 F 0.61 89 Yes Talavera West 180 49 D 0.18 20 Yes 57 E 0.20 27 Yes

TOTAL 75 F 0.60 - 70 F 0.61 - North 365 73 F 0.68 13 Yes 52 D 0.71 9 Yes (Khartoum) East 440 61 E 0.29 35 Yes 63 E 0.29 35 Yes

Khartoum / South 355 36 C 0.64 12 Yes 56 E 0.88 21 Yes Talavera West 195 16 B 0.22 7 Yes 16 B 0.26 7 Yes

TOTAL 43 D 0.64 - 45 D 0.88 - East 195 20 B 0.27 14 Yes 32 C 0.28 25 Yes (Talavera) South 350 36 C 0.77 13 Yes 76 F 0.95 39 Yes Road 27 / Talavera West 155 28 C 0.30 15 Yes 36 C 0.33 21 Yes

TOTAL 25 B 0.77 - 39 C 0.95 -

14 September 2020 47 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Future Base Future Base + Amended DA Approach Intersection Approach Delay Average Adequate Delay Average Adequate Length (m) LoS DoS LoS DoS (sec) Queue (m) Storage? (sec) Queue (m) Storage? East 155 47 D 0.25 22 Yes 46 D 0.27 23 Yes (Talavera) Macquarie South 80 21 B 0.67 8 Yes 25 B 0.94 11 Yes Centre / Talavera West 170 5 A 0.26 2 Yes 7 A 0.28 3 Yes

TOTAL 25 B 0.67 - 26 B 0.94 - North (M2 off- 500 62 E 0.02 4 Yes 60 E 0.03 4 Yes ramp) East 170 23 B 0.28 9 Yes 28 C 0.28 12 Yes Herring / Talavera South 340 52 D 0.20 20 Yes 56 D 0.20 22 Yes West 245 29 C 0.18 10 Yes 29 C 0.18 10 Yes

TOTAL 34 C 0.28 - 38 C 0.28 -

14 September 2020 48 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

7.9.3 Unreleased vehicles In accordance with the request of TfNSW, locations of the unreleased vehicles at the end of the model periods have been identified and are shown in Figure 22 and Figure 23 below. These images clearly shown the reduction in unreleased vehicles as a result of the proposed road network upgrade at the Byfield Road / Waterloo Road intersection and also confirm that the unreleased vehicles in the model are not a result of the development proposal.

Figure 22 Unreleased vehicles – future base

Figure 23 Unreleased vehicles – future base + amended DA

14 September 2020 49 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

7.10 Traffic modelling – concept DA As part of the consultation undertaken with TfNSW and Council, it was agreed that the traffic impacts of development permissible under the broader Concept DA for the site (LDA 2015/0665) would be undertaken. This modelling is to consider the additional traffic movements generated by subsequent development applications lodged for the site, beyond that already considered as part of this amended DA. The traffic modelling investigating the implications of the Concept DA remain ongoing at the time of lodgement for this amended DA and are subject to further discussions with Council and TfNSW. This modelling will be finalised prior to determination of the amended DA.

7.11 Conclusions – traffic modelling The amended DA will not trigger an increased number of traffic movements when compared to that considered under the originally submitted DA for the Herring Road Corner Podium site in December 2018. The retention of the Macquarie Ice-Rink, which increases the potential for multi-purpose trips to the site, will likely have the effect of reducing traffic movements when compared to the originally submitted DA. Detailed traffic modelling has been undertaken following further consultation with Council and TfNSW. The modelling has considered changes to the road network in Macquarie Park such as the Macquarie University Bus Interchange and Macquarie Park Bus Priority and Capacity Improvement Program. The traffic modelling has identified an upgrade at the Waterloo Road / Byfield Road intersection which mitigates the traffic impacts of the amended DA, and involves the creation of an additional left turn lane from Waterloo Road into Byfield Road. This infrastructure upgrade ensures the road network would operate at a level similar to what it would have should the amended DA not proceed.

14 September 2020 50 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

8 Herring Road Bus Interchange

8.1 Current status The Stage 1 Concept Plan for the Redevelopment of Macquarie Shopping Centre was lodged in December 2015. Concurrent with the development of the Concept Plan, AMP Capital and Macquarie University submitted an Unsolicited Proposal (USP) to the NSW Government for the upgrade of the Herring Road bus interchange. The USP considered a number of improvements to the bus interchange – including increases in bus stand capacity, improvements to kiss and ride arrangements as well as enhancements to the surrounding public realm. The Concept Plan for the Macquarie Shopping Centre was approved in November 2016. This approval date was close to the time that the NSW Government’s Assessment Panel advised that the Stage 2 USP failed to obtain approval and reach Stage 3 of the process. As a result the USP was concluded and no further commitments were in place (by any party) to upgrade the bus interchange. In this context Condition 39 was drafted to ensure further upgrades of the bus interchange were contemplated in future planning for the development. In late 2017 Transport for NSW (TfNSW) commenced a strategic business case to investigate options for the upgrade of the Herring Road bus interchange. In November 2017 $100m in funding was announced by the Federal and NSW Governments to support the future interchange. The strategic business case was completed in the first half of 2018, with the final business case now close to finalisation. AMP Capital has worked collaboratively with TfNSW in the development of the final business case to inform the preferred interchange configuration. As part of the final business case measures to improve the safety, functionality and capacity of the interchange were considered in detail by TfNSW with input from AMP Capital – in line with the requirements of Condition 39 of the project approvals for the Macquarie Shopping Centre development.

8.2 Proposed development in the context of Condition 39 The proposed development provides for additional retail floor space at the southern end of the Macquarie Shopping Centre. As part of the development, additional pedestrian entry points along Herring Road are proposed as well as improved connectivity to the future metro station. A key component of the development as it relates to Condition 39 is the removal of an existing vehicle cross-over point at the southern end of Herring Road adjacent to the metro station – enabling items noted in condition 39 such as improved bus capacity, safety and kiss and ride to be provided in the future bus interchange. The proposed development, particularly the removal of the Herring Road vehicle crossover, assists in facilitating the preferred option being considered by TfNSW for the upgrade of the bus interchange.

14 September 2020 51 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Some key features of the proposal as it relates to pedestrian accessibility along Herring Road, including access to bus stops, includes:  Improved pedestrian connectivity with the provision of additional pedestrian entry points along Herring Road  Improved pedestrian safety through the removal of the existing vehicle driveway at the southern end of Herring Road  Improved pedestrian connectivity to the Macquarie University metro station from the proposed plaza at the southern end of Herring Road  Enhanced pedestrian footpath zones and increased building setbacks which improve pedestrian safety as well as accommodate the increased demands generated by the proposal. These features also respond to the requirements of Condition 35 of the Concept DA approval, which note that the TMAP should provide details of public transport facilities in particular at the bus interchange and pedestrian facilities along Herring Road proposed to service existing and future demand from the Macquarie Centre. These features are shown in Figure 24.

Figure 24 Key features of proposal AMP Capital have been, and will continue to be, committed to working collaboratively with TfNSW through the business case process for the upgraded bus interchange.

14 September 2020 52 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

8.3 Conclusion The condition has been adequately addressed given the following:  Condition 39 was drafted at a time when, following the decision not to proceed with the USP for the Herring Road bus interchange, no further commitments were in place (by any party) to upgrade the facility. Since this time, TfNSW are currently completing a final business case for the upgrade of the bus interchange – supported by a $100m funding commitment from the State and Federal Governments.  The amended DA supports improvements to the bus interchange by removing the existing vehicle cross-over point at the southern end of Herring Road adjacent to the metro station – enabling items noted in condition 39 such as improved bus capacity, safety and kiss and ride to be provided in the interchange as part of the future design for the interchange.  TfNSW are separately undertaking investigations to upgrade the interchange which includes the items noted in Condition 39. AMP Capital are working collaboratively with TfNSW through these investigations.  The proposed development of the Macquarie Shopping Centre does not preclude the potential options being considered by TfNSW. The removal of the existing vehicle crossover on Herring Road as part of the DA is a key enabler for the upgrade of the interchange.

14 September 2020 53 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

9 Summary

JMT Consulting has prepared this Transport Management and Accessibility Plan (TMAP) to support the amended Stage 2 Development Application (DA) for the Macquarie Shopping Centre. The TMAP summarises the transport implications of the proposal and more broadly address relevant conditions of consent arising from the Concept DA approval for the site. Key findings of the TMAP are as follows:  The implementation of a framework travel plan for the Macquarie Shopping Centre will assist in minimising the road network impacts of the amended DA and contribute to achieving the target mode split for journey to work trips of 40% public transport / 60% private vehicle for the and commercial workers.  A wayfinding strategy has been developed which recommend a number of additional signs which direct people to the end of trip facilities within the Macquarie Shopping Centre, as well as pedestrian entry points to the site.  Detailed traffic modelling has been undertaken following further consultation with Council and TfNSW which has identified an upgrade at the Waterloo Road / Byfield Road intersection which mitigates the traffic impacts of the amended DA. This upgrade ensures the road network would operate at a level similar to what it would have should the amended DA not proceed.  The amended DA supports improvements to the Herring Road bus interchange by removing the existing vehicle cross-over point at the southern end of Herring Road adjacent to the metro station. Further details in relation to construction traffic management, loading/servicing arrangements as well as internal car parking/traffic movements are provided in the appendix of this document. With the implementation of appropriate management measures as described in this TMAP, as well as the positive benefits the proposal will bring in relation to the Herring Road bus interchange, the transport impact arising from the amended DA can be managed by facilities within the site as well as the surrounding transport network.

14 September 2020 54 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Appendix A: Loading Bay and Service Delivery Management Plan

14 September 2020 AMP CAPITAL

LOADING BAY AND SERVICE

DELIVERY MANAGEMENT PLAN

FOR MACQUARIE CENTRE

AUGUST 2020

COLSTON BUDD ROGERS & KAFES PTY LTD ACN 002 334 296 Level 18 Tower A Zenith Centre 821 Pacific Highway CHATSWOOD NSW 2067

Telephone: (02) 9411 2411 Email: [email protected]

REF: 11494/3

Colston Budd Rogers & Kafes Pty Ltd

TABLE OF CONTENTS

TABLE OF CONTENTS

1. INTRODUCTION ...... 1 2. LOADING BAY AND SERVICE DELIVERY MANAGEMENT PLAN ...... 2

Colston Budd Rogers & Kafes Pty Ltd

CHAPTER 1

1. INTRODUCTION

1.1. Colston Budd Rogers & Kafes Pty Ltd has been commissioned by AMP Capital to prepare a Loading Bay and Service Delivery Management Plan for the amended Stage 2 DA interim retail expansion of Macquarie Centre. The plan has been prepared in accordance with the conditions of consent. Condition 26 of the development consent (LDA2015/0655) of the Concept Approval is as follows:

“26. Loading Within Site

a. All loading and unloading operations associated with servicing the site must be carried out within the confines of the site, at all times, and must not obstruct other properties or the public way. b. To ensure the service requirements of increased retail or commercial floor area are satisfied at each stage of the development, a Loading Bay/Service Delivery Management Plan is to be submitted with the relevant Stage 2 Development Application. The Plan must specify the location of service bay areas/loading bay docks, analyse the number and frequency of service vehicle movement for the existing and proposed retail/commercial floor area and demonstrate that such service requirements can be satisfied on the site.

1.2. The Loading Bay and Service Delivery Management Plan is presented in the following chapter.

1

Colston Budd Rogers & Kafes Pty Ltd

CHAPTER 2

2. LOADING BAY AND SERVICE DELIVERY MANAGEMENT PLAN

2.1. The Loading Bay and Service Delivery Management Plan has been prepared to address condition 26 of the development consent. The plan has assessed the location of the loading docks, service vehicle access and internal circulation, truck routes, number and frequency of service vehicle movements.

2.2. Condition 26 requires all loading and unloading operations to be carried out within the confines of the site, at all times, and must not obstruct other properties or the public way.

2.3. The Loading Bay and Service Delivery Management Plan has been prepared through the following sections:

 service vehicle access;

 loading dock arrangements;

 hours of operation;

 truck routes;

 number of deliveries;

 loading bay and service delivery management plan.

Service Vehicle Access

2.4. Existing T5 loading area will be reconfigured and an additional specialty loading dock will be provided on level 2A, as shown on Figures 1 and 2. Access to loading docks T4 and T5 will be maintained from Talavera Road and a new service tunnel will be constructed adjacent to Herring Road to provide for service vehicles to exit via the existing Waterloo Road exit ramp. The loading docks and the new service tunnel will be designed to cater for service vehicle ranging from small commercial vehicles to large rigid trucks, up to 12.5 metres in length. Service

2

Colston Budd Rogers & Kafes Pty Ltd

CHAPTER 2

vehicle swept paths for the new loading docks and service tunnel are shown on Figures 3 to 13.

2.5. The existing service vehicle access driveways onto Talavera Road and Waterloo Road have been designed to cater for the maximum sized service vehicle proposed to access the site, with all service vehicles entering and exiting in a forward direction.

2.6. The new service tunnel will be designed in accordance with the Australian Standards for Parking Facilities (Part 2: Off-street commercial vehicle facilities), AS2890.2-2018, to accommodate the swept path of service vehicles up to 12.5 metre large rigid trucks, as shown on Figures 4 and 5.

Loading Dock Arrangements

2.7. The existing shopping centre provides 11 loading docks throughout the centre with a total of some 35 loading bays, catering for service vehicles ranging from small commercial vehicles to 12.5 metre large rigid trucks and 19 metre articulated vehicles. This is equivalent to one loading bay per 3,900m2 GLA retail area. Application of this rate results in a requirement of some five loading bays for the 17,414m2 GLA additional retail, with half of the bays available for trucks and remainder for vans and small commercial vehicles.

2.8. The existing T5 loading dock will be reconfigured to provide one additional loading bay and the new specialty loading dock on level 2A will provide four additional loading bays plus retention of the existing loading bay. The bays will be designed to cater for three small commercial vehicles, one small rigid truck, one medium rigid truck and one large rigid truck, up to 12.5 metre in length.

3

Colston Budd Rogers & Kafes Pty Ltd

CHAPTER 2

2.9. Two waste compactors will be located within the new specialty loading dock. A private waste contractor will collect the waste and replace the compactors two to three times a week. Waste collection will be undertaken during the evening, outside of peak periods for the loading dock, as shown on Figures 10 and 11.

2.10. The adjacent Woolworths loading dock on level 2A will maintain access for service vehicles up to 19 metre articulate vehicles, as shown on Figure 13. The new specialty dock and the existing Woolworths dock will be managed to ensure that appropriate service vehicle manoeuvring area is maintained adjacent to the docks for service vehicle access.

2.11. New and reconfigured loading docks will be designed to comply with the requirements of the Australian Standard for Off-street commercial vehicle facilities (AS2890.2-2018).

Hours of Operation

2.12. In accordance with the operation of the existing centre, loading docks will operate 24 hours per day, seven days a week. The new specialty dock and the reconfigured docks T4 and T5 will be managed and controlled by a loading dock manager. The loading dock manager will co-ordinate bookings for the docks and will ensure that delivery times and appropriate dock use is maintained.

2.13. All tenants will be advised of the loading bay/service delivery management plan and the booking procedures for the use of the dock. Service vehicles will generally be restricted to some 30 minute per vehicle during morning weekday period and some 45 minutes per vehicle during afternoon weekday period.

4

Colston Budd Rogers & Kafes Pty Ltd

CHAPTER 2

Truck Routes

2.14. Service vehicles accessing the new specialty dock will access the centre via the existing service vehicle access driveway onto Waterloo Road. Service vehicles will therefore use the existing truck routes to and from the centre, including Lane Cove Road, M2 Motorway, Epping Road, Waterloo Road, Talavera Road and Herring Road.

2.15. The designated truck routes to and from the site are proposed to restrict trucks to the main road network and to minimise the impact on the surrounding area. Truck drivers will be inducted and advised of the designated truck route to and from the site.

Number of Deliveries

2.16. Based on surveys of the existing specialty loading docks at the centre, the additional retail area is likely to generate some 20 to 30 services vehicles per day, comprising vans and small commercial vehicles to large rigid trucks. This is equivalent to an average of some two to three service vehicles per hour over the day. The proposed new specialty dock and the reconfigured T5 loading dock will be able to cater for this traffic generation.

2.17. The loading docks will be managed and controlled by a loading dock manager. Service deliveries will be scheduled and the loading dock manager will co-ordinate bookings for the docks and ensure that delivery times and appropriate dock use is maintained.

5

Colston Budd Rogers & Kafes Pty Ltd

CHAPTER 2

Loading Bay and Service Delivery Management Plan

2.18. The Loading Bay and Service Delivery Management Plan includes the following:

 all service vehicles accessing the loading docks will enter and exit the site in a forward direction;

 truck movements to and from the site will be restricted to designated truck routes. Truck drivers will be inducted and advised of the designated truck route to and from the site;

 trucks will not be permitted to park on-street in the vicinity of the site and will not be permitted to obstruct the public way;

 the reconfigured loading docks and the new specialty loading dock will be managed and service vehicles scheduled;

 all loading and unloading operations to be carried out within the designated loading areas;

 the loading dock manager will co-ordinate bookings for the docks and will ensure that delivery times and appropriate dock use is maintained;

 the loading dock manager will ensure that appropriate service vehicle manoeuvring area is maintained adjacent to the new specialty docks and the existing Woolworths dock for service vehicle access;

 the loading dock will be kept clear of goods and material at all times;

6

Colston Budd Rogers & Kafes Pty Ltd

CHAPTER 2

 service vehicles will be required to arrive during the scheduled delivery time;

 service vehicles will generally be restricted to some 30 minute per vehicle during morning weekday period and some 45 minutes per vehicle during afternoon weekday period;

 hours of operation of the loading docks will be in accordance with the conditions of consent;

 waste collection will be carried out by a private waste contractor;

 the new and reconfigured loading docks will be designed to comply with the requirements of the Australian Standard AS2890.2-2018.

7

Colston Budd Rogers & Kafes Pty Ltd 11494 - Macquarie Centre

NOTE: SKETCH PLAN ONLY. PROPERTY BOUNDARIES, PROPOSED NEW LEVEL 2A UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO SURVEY AND FINAL DESIGN. TRAFFIC MEASURES LOADING DOCK PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. DRAWN BY CBRK Pty Ltd_mr Ref: 11494 18 AUGUST 2020 1 Colston Budd Rogers & Kafes Pty Ltd 11494 - Macquarie Centre

NOTE: SKETCH PLAN ONLY. PROPERTY BOUNDARIES, RECONFIGURED T5 UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO SURVEY AND FINAL DESIGN. TRAFFIC MEASURES LOADING DOCK PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. DRAWN BY CBRK Pty Ltd_mr Ref: 11494 18 AUGUST 2020 2 PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO NOTE: SURVEY AND FINAL DESIGN. TRAFFIC MEASURES SKETCH PLAN ONLY. PROPERTY BOUNDARIES, ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. Colston Budd Rogers & Kafes Pty Ltd

BOUNDARY

RAIL 2nd RESERVE 1.0m DOWN TO (EXISTING) STREET FOR NEW EXHAUST FROM ABOVE NEW STAIR RL 50.200 DOWN TO NEW INLET RISER NEW DASHED FR DUCT RAMP EXISTING RAIL BELOW OUT ONLY SUBSTATION STREET COLUMNS SUBSTATION 2nd RESERVE 2.0m TRUCKS 8151 5500 5500 MARK CAR REARRANGE HOIST NEW GOODS SPACES SPACE SMALL CAR AND LINE- PARK EXIT EXISTING TO CAR 6954 Swept Path of Clearance to Vehicle Body Swept Path of Vehicle Body 5419 2.0m

BOUNDARY

RAIL 2nd RESERVE 1.0m DOWN TO (EXISTING) STREET RL 50.200 FOR NEW EXHAUST FROM ABOVE NEW STAIR DOWN TO NEW INLET RISER NEW DASHED FR DUCT RAMP EXISTING RAIL BELOW SUBSTATION STREET COLUMNS SUBSTATION OUT ONLY 2nd RESERVE 2.0m TRUCKS 8151 19.0m ARTICULATED VEHICLE SWEPT PATHS - LOADING ACCESS RAMP 5500 DRAWN BY CBRK Pty Ltd_mr Ref: 11494 5500 11494 - Macquarie Centre HOIST REARRANGE MARK CAR NEW SPACES SPACE SMALL CAR GOODS AND LINE- PARK EXIT EXISTING TO CAR 6954 14 AUGUST 2020 5419 3 2.0m Colston Budd Rogers & Kafes Pty Ltd 11494 - Macquarie Centre HERRING RD 600mm SHORING/ PILE ZONE EXISTING KERB OVER SHOWN DOTTED 2nd RESERVE RAIL RAIL 1st RESERVE

SITE BOUNDARY SITE BOUNDARY

CHAMBER SUBSTATION

TRUCK EGRESS TUNNEL UP TO STREET

1.5m 1:16

(c) 2020 Transoft Solutions, Inc. All rights reserved. (c) 2020 Transoft Solutions, Inc. All rights reserved.

SITE BOUNDARY MRVLRV 8-8m 12-5m CBHK(Austroads13)CBHK(Austroads13) 1:13 UP TO STREET STAIR 1

CPS 1 STAIR 2 2.01 460 m² DA523 2.03 1:16 MACQUARIE 289 m² 2.02c 2.02a UNIVERSITY FUTURE 331 m² 313 m² 2.04 CORE STATION 777 m² 2.02b EXISTING SITE 164 m² UPPER 'RED' CAR PARK

FUTURE TOWER 2 1:6 CBHK(Austroads13)

LRV 12-5m LEVEL 3 (c) 2020 Transoft Solutions, Inc. All rights reserved. (c) 2020TransoftSolutions,Inc.Allrightsreserved.

1.5m MRV 8-8m

AMENITIES CBHK(Austroads13) 187 m²

2 EXISTING 114 seats DA520 SYDNEY METRO CML 137m2 2.13 RETAINING WALL 63 m² ESCALATOR 2.14 189 seats 95 seats 114m2 SET1 56 m² 227m2 NEW RAMP UP COMMS 2.11 FROM SILVER 110 m² CAR PARK NEW WSUD VOID OVER VOID BELOW TANK AND PLANTER OVER 1.5m 2.05 FOODCOURT 2.0m VOID OVER 799 m² CONCEPTUAL LAYOUT EXISTING LANSCAPED STATIONARY AUGER EMBANKMENT COMPACTOR & 14m³ BIN AND 1100L BIN LIFTER NEW 2m HIGH VOID OVER +3.0m

PALISADE FENCE RL50.80 SPACE RESERVED FOR 1:13 CML 2.0m EMERGENCY VEHICLE EXISTING GRADE UP 1:14 1:14 EXISTING PATH STATIONARY AUGER TO STREET VIA 350 seats COMPACTOR & 14m³ 421m2 WASTE 2.06 RAILCORP BIN FOR CARDBOARD 327 m² 2.07 PROPERTY NEW ROOM BOLLARDS 386 m² ESCALATOR 1.0m NEW GOODS SET2 STAIR 2.0m LIFTS EXISTING FROM 2.09 STAIR STAIR 2.10 68 m² RAILCORP ABOVE 1 FROM DOWN 72 m² REMOVE SUBSTATION STAIR 3 DA522 BELOW TO 1A VOID OVER BOLLARDS BOUNDARY NEW LINE MARKING FOR NEW WALL 6.4m 5.5m 5.5m 5.5m VAN VAN VAN VAN ADDITIONAL 8.8m TRUCK STRUCTURAL BAY. FINAL LOCATION TO STRENTHENING 2.08 BE DETERMINED ON SITE NEW 4000L FLAT SHEAR WALL TO EXISTING EXISTING 164 m² COLUMNS TUNNEL BELOW HOLDING 1 STAIR UP FROM STORE TANK 12.5m EXISTING DA520 EGRESS TUNNEL DOCK W5 NEW HRV EXISTING CARDBOARD EGRESS VIA TUNNEL BELOW COLUMN SWITCH 2xPLENUM BELOW. PARENT COMPACTOR, ROOM PROVIDE AUTH. EXISTING TUNNEL 2.0m NEW ROOM PULPMASTER & METER EXIT AND STAIR TANK VENTILATION GRILLE WASTE 2.15 ON BOUNDARY WALL ROOM 63 m² MIN 6m FROM SUBSTATION VENTS EXISTING HARDSTAND NEW EXISTING BOLLARDS DOCK SHEAR WALL

WATERLOO ROAD WATERLOO DOCK W4 EXTEND BIG W COOLING BRIDGE OVER EXISTING TOWER EXHAUST WASTE 1.0m AREA

MODIFY SHEAR WALL EXISTING MODIFY ARMCO EXISTING SYDNEY METRO IN DOCK W4 TO EXISTING PULPMASTER RAIL STAIR EXISTING EXIT TO CAR RECONFIGRED 2.08b LANDSCAPING 1.0m SUIT SWEPT WALLS GOLIATH LHF 1st RESERVE PARK FOODCOURT 354 m² EXISTING PATH OF CONFIGURATION NEW BOLLARDS SEATING EGRESS EXITING TRUCK EXISTING DOWN 2.0m EXISTING EGRESS DOCK T5 TO STREET

REDUNDANT CINEMA REFURBISHED MALL NEW EGRESS 1073 m² EXISTING SCREEN TBC EXISTING FOOD SHOPS LEGEND COURT

CONVERT TO AMENITIES REFURBISHED ACCESSIBLE SPACE EXISTING WOOLWORTHS SUPERMARKET STORE EXISTING AND ADD BOLLARD EXISTING EXIT 1.0m CAR SPACES VIA PASSAGE AMENITIES RETAIL EXISTING EXIT TO CAR PARK (EXISTING) 2.0m TO CAR PARK TRUCKS OUT ONLY CAR PARK SERVICE / EGRESS CORRIDOR EXISTING EXISTING SURPLUS MALL MALL STORE EGRESS 4.0m NOTE: SKETCH PLAN ONLY. PROPERTY BOUNDARIES, 8.8m MEDIUM RIGID VEHICLE UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO SURVEY AND FINAL DESIGN. TRAFFIC MEASURES SWEPT PATHS Swept Path of Vehicle Body PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND Swept Path of Clearance to Vehicle Body - LEVEL 2A ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. DRAWN BY CBRK Pty Ltd_mr Ref: 11494 14 AUGUST 2020 4 Colston Budd Rogers & Kafes Pty Ltd 11494 - Macquarie Centre HERRING RD 600mm SHORING/ PILE ZONE EXISTING KERB OVER SHOWN DOTTED 2nd RESERVE RAIL RAIL 1st RESERVE

SITE BOUNDARY SITE BOUNDARY

CHAMBER SUBSTATION

TRUCK EGRESS TUNNEL UP TO STREET

1.5m 1:16

(c) 2020 Transoft Solutions, Inc. All rights reserved. (c) 2020 Transoft Solutions, Inc. All rights reserved.

SITE BOUNDARY MRVLRV 8-8m 12-5m CBHK(Austroads13)CBHK(Austroads13) 1:13 UP TO STREET STAIR 1

CPS 1 STAIR 2 2.01 460 m² DA523 2.03 1:16 MACQUARIE 289 m² 2.02c 2.02a UNIVERSITY FUTURE 331 m² 313 m² 2.04 CORE STATION 777 m² 2.02b EXISTING SITE 164 m² UPPER 'RED' CAR PARK

FUTURE TOWER 2 1:6 CBHK(Austroads13)

LRV 12-5m LEVEL 3 (c) 2020 Transoft Solutions, Inc. All rights reserved. (c) 2020TransoftSolutions,Inc.Allrightsreserved.

1.5m MRV 8-8m

AMENITIES CBHK(Austroads13) 187 m²

2 EXISTING 114 seats DA520 SYDNEY METRO CML 137m2 2.13 RETAINING WALL 63 m² ESCALATOR 2.14 189 seats 95 seats 114m2 SET1 56 m² 227m2 NEW RAMP UP COMMS 2.11 FROM SILVER 110 m² CAR PARK NEW WSUD VOID OVER VOID BELOW TANK AND PLANTER OVER 1.5m 2.05 FOODCOURT 2.0m VOID OVER 799 m² CONCEPTUAL LAYOUT EXISTING LANSCAPED STATIONARY AUGER EMBANKMENT COMPACTOR & 14m³ BIN AND 1100L BIN LIFTER NEW 2m HIGH VOID OVER +3.0m

PALISADE FENCE RL50.80 SPACE RESERVED FOR 1:13 CML 2.0m EMERGENCY VEHICLE EXISTING GRADE UP 1:14 1:14 EXISTING PATH STATIONARY AUGER TO STREET VIA 350 seats COMPACTOR & 14m³ 421m2 WASTE 2.06 RAILCORP BIN FOR CARDBOARD 327 m² 2.07 PROPERTY NEW ROOM BOLLARDS 386 m² ESCALATOR 1.0m NEW GOODS SET2 STAIR 2.0m LIFTS EXISTING FROM 2.09 STAIR STAIR 2.10 68 m² RAILCORP ABOVE 1 FROM DOWN 72 m² REMOVE SUBSTATION STAIR 3 DA522 BELOW TO 1A VOID OVER BOLLARDS BOUNDARY NEW LINE MARKING FOR NEW WALL 6.4m 5.5m 5.5m 5.5m VAN VAN VAN VAN ADDITIONAL 8.8m TRUCK STRUCTURAL BAY. FINAL LOCATION TO STRENTHENING 2.08 BE DETERMINED ON SITE NEW 4000L FLAT SHEAR WALL TO EXISTING EXISTING 164 m² COLUMNS TUNNEL BELOW HOLDING 1 STAIR UP FROM STORE TANK 12.5m EXISTING DA520 EGRESS TUNNEL DOCK W5 NEW HRV EXISTING CARDBOARD EGRESS VIA TUNNEL BELOW COLUMN SWITCH 2xPLENUM BELOW. PARENT COMPACTOR, ROOM PROVIDE AUTH. EXISTING TUNNEL 2.0m NEW ROOM PULPMASTER & METER EXIT AND STAIR TANK VENTILATION GRILLE WASTE 2.15 ON BOUNDARY WALL ROOM 63 m² MIN 6m FROM SUBSTATION VENTS EXISTING HARDSTAND NEW EXISTING BOLLARDS DOCK SHEAR WALL

WATERLOO ROAD WATERLOO DOCK W4 EXTEND BIG W COOLING BRIDGE OVER EXISTING TOWER EXHAUST WASTE 1.0m AREA

MODIFY SHEAR WALL EXISTING MODIFY ARMCO EXISTING SYDNEY METRO IN DOCK W4 TO EXISTING PULPMASTER RAIL STAIR EXISTING EXIT TO CAR RECONFIGRED 2.08b LANDSCAPING 1.0m SUIT SWEPT WALLS GOLIATH LHF 1st RESERVE PARK FOODCOURT 354 m² EXISTING PATH OF CONFIGURATION NEW BOLLARDS SEATING EGRESS EXITING TRUCK EXISTING DOWN 2.0m EXISTING EGRESS DOCK T5 TO STREET

REDUNDANT CINEMA REFURBISHED MALL NEW EGRESS 1073 m² EXISTING SCREEN TBC EXISTING FOOD SHOPS LEGEND COURT

CONVERT TO AMENITIES REFURBISHED ACCESSIBLE SPACE EXISTING WOOLWORTHS SUPERMARKET STORE EXISTING AND ADD BOLLARD EXISTING EXIT 1.0m CAR SPACES VIA PASSAGE AMENITIES RETAIL EXISTING EXIT TO CAR PARK (EXISTING) 2.0m TO CAR PARK TRUCKS OUT ONLY CAR PARK SERVICE / EGRESS CORRIDOR EXISTING EXISTING SURPLUS MALL MALL STORE EGRESS 4.0m NOTE: SKETCH PLAN ONLY. PROPERTY BOUNDARIES, 12.5m LARGE RIGID VEHICLE UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO SURVEY AND FINAL DESIGN. TRAFFIC MEASURES SWEPT PATHS Swept Path of Vehicle Body PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND Swept Path of Clearance to Vehicle Body - LEVEL 2A ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. DRAWN BY CBRK Pty Ltd_mr Ref: 11494 14 AUGUST 2020 5 NEW STAIR 3 ROOM WASTE EXISTING DOCK 6 2.0m 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL 14 AUGUST 2020 114m2 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV 12.5m GOODS LIFTS 11494 - Macquarie Centre 11494 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS VAN

DRAWN BY CBRK Pty Ltd_mr Ref: 11494

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

- LEVEL 2A LOADING DOCK ACCESSIBLE SPACE AND ADD BOLLARD B99 VEHICLE SWEPT PATHS TO CAR PARK SUIT SWEPT MODIFY ARMCO CINEMA CONVERT TO EXISTING EXIT IN DOCK W4 TO PATH OF EXITING TRUCK REDUNDANT EGRESS

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ EMERGENCY VEHICLE BIN FOR CARDBOARD BOLLARDS DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND TOWER EXHAUST 2.0m 2.0m STAIR COLUMNS EXTEND BIG W COOLING NEW FROM BELOW NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING BOUNDARY ROOM WASTE EXISTING DOCK RL50.80 2.0m SERVICE / EGRESS 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL

114m2 Swept Path of Vehicle Body Swept Path of Clearance to Vehicle Body 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV

12.5m GOODS LIFTS 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS

VAN

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

TO CAR PARK ACCESSIBLE SPACE AND ADD BOLLARD CINEMA SUIT SWEPT CONVERT TO MODIFY ARMCO REDUNDANT EGRESS EXISTING EXIT PATH OF EXITING TRUCK IN DOCK W4 TO

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ BOLLARDS EMERGENCY VEHICLE BIN FOR CARDBOARD DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND 2.0m STAIR TOWER EXHAUST 2.0m BELOW COLUMNS NEW FROM NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR EXTEND BIG W COOLING ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING

BOUNDARY

Colston Budd Rogers & Kafes Pty Ltd & Kafes Pty Budd Rogers Colston ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. SURVEY AND FINAL DESIGN. TRAFFIC MEASURES SKETCH PLAN ONLY. PROPERTY BOUNDARIES, PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO NOTE: RL50.80 SERVICE / EGRESS STORE (EXISTING) NEW STAIR 3 ROOM WASTE EXISTING DOCK 7 2.0m 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL 14 AUGUST 2020 114m2 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV 12.5m GOODS LIFTS 11494 - Macquarie Centre 11494 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS VAN

DRAWN BY CBRK Pty Ltd_mr Ref: 11494

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

- LEVEL 2A LOADING DOCK ACCESSIBLE SPACE AND ADD BOLLARD B99 VEHICLE SWEPT PATHS TO CAR PARK SUIT SWEPT MODIFY ARMCO CINEMA CONVERT TO EXISTING EXIT IN DOCK W4 TO PATH OF EXITING TRUCK REDUNDANT EGRESS

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ EMERGENCY VEHICLE BIN FOR CARDBOARD BOLLARDS DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND TOWER EXHAUST 2.0m 2.0m STAIR COLUMNS EXTEND BIG W COOLING NEW FROM BELOW NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING BOUNDARY ROOM WASTE EXISTING DOCK RL50.80 2.0m SERVICE / EGRESS 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL

114m2 Swept Path of Vehicle Body Swept Path of Clearance to Vehicle Body 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV

12.5m GOODS LIFTS 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS

VAN

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

TO CAR PARK ACCESSIBLE SPACE AND ADD BOLLARD CINEMA SUIT SWEPT CONVERT TO MODIFY ARMCO REDUNDANT EGRESS EXISTING EXIT PATH OF EXITING TRUCK IN DOCK W4 TO

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ BOLLARDS EMERGENCY VEHICLE BIN FOR CARDBOARD DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND 2.0m STAIR TOWER EXHAUST 2.0m BELOW COLUMNS NEW FROM NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR EXTEND BIG W COOLING ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING

BOUNDARY

Colston Budd Rogers & Kafes Pty Ltd & Kafes Pty Budd Rogers Colston ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. SURVEY AND FINAL DESIGN. TRAFFIC MEASURES SKETCH PLAN ONLY. PROPERTY BOUNDARIES, PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO NOTE: RL50.80 SERVICE / EGRESS STORE (EXISTING) NEW STAIR 3 ROOM WASTE EXISTING DOCK 8 2.0m 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL 14 AUGUST 2020 114m2 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV 12.5m GOODS LIFTS 11494 - Macquarie Centre 11494 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS VAN

DRAWN BY CBRK Pty Ltd_mr Ref: 11494

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

- LEVEL 2A LOADING DOCK ACCESSIBLE SPACE AND ADD BOLLARD B99 VEHICLE SWEPT PATHS TO CAR PARK SUIT SWEPT MODIFY ARMCO CINEMA CONVERT TO EXISTING EXIT IN DOCK W4 TO PATH OF EXITING TRUCK REDUNDANT EGRESS

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ EMERGENCY VEHICLE BIN FOR CARDBOARD BOLLARDS DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND TOWER EXHAUST 2.0m STAIR COLUMNS 2.0m EXTEND BIG W COOLING NEW FROM BELOW NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING BOUNDARY ROOM WASTE EXISTING DOCK RL50.80 2.0m SERVICE / EGRESS 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL

114m2 Swept Path of Vehicle Body Swept Path of Clearance to Vehicle Body 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV

12.5m GOODS LIFTS 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS

VAN

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

TO CAR PARK ACCESSIBLE SPACE AND ADD BOLLARD CINEMA SUIT SWEPT CONVERT TO MODIFY ARMCO REDUNDANT EGRESS EXISTING EXIT PATH OF EXITING TRUCK IN DOCK W4 TO

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ BOLLARDS EMERGENCY VEHICLE BIN FOR CARDBOARD DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND 2.0m STAIR TOWER EXHAUST 2.0m BELOW COLUMNS NEW FROM NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR EXTEND BIG W COOLING ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING

BOUNDARY

Colston Budd Rogers & Kafes Pty Ltd & Kafes Pty Budd Rogers Colston ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. SURVEY AND FINAL DESIGN. TRAFFIC MEASURES SKETCH PLAN ONLY. PROPERTY BOUNDARIES, PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO NOTE: RL50.80 SERVICE / EGRESS STORE (EXISTING) NEW STAIR 3 ROOM WASTE EXISTING DOCK 9 2.0m 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL 14 AUGUST 2020 114m2 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV 12.5m GOODS LIFTS 11494 - Macquarie Centre 11494 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS VAN

DRAWN BY CBRK Pty Ltd_mr Ref: 11494

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

- LEVEL 2A LOADING DOCK 6.4m SMALL RIGID VEHICLE SWEPT PATHS ACCESSIBLE SPACE AND ADD BOLLARD TO CAR PARK SUIT SWEPT MODIFY ARMCO CINEMA CONVERT TO EXISTING EXIT IN DOCK W4 TO PATH OF EXITING TRUCK REDUNDANT EGRESS

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ EMERGENCY VEHICLE BIN FOR CARDBOARD BOLLARDS DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND TOWER EXHAUST 2.0m 2.0m STAIR COLUMNS EXTEND BIG W COOLING NEW FROM BELOW NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING BOUNDARY ROOM WASTE EXISTING DOCK RL50.80 2.0m SERVICE / EGRESS 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL

114m2 Swept Path of Vehicle Body Swept Path of Clearance to Vehicle Body 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV

12.5m GOODS LIFTS 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS

VAN

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

TO CAR PARK ACCESSIBLE SPACE AND ADD BOLLARD CINEMA SUIT SWEPT CONVERT TO MODIFY ARMCO REDUNDANT EGRESS EXISTING EXIT PATH OF EXITING TRUCK IN DOCK W4 TO

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ BOLLARDS EMERGENCY VEHICLE BIN FOR CARDBOARD DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND 2.0m STAIR TOWER EXHAUST 2.0m BELOW COLUMNS NEW FROM NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR EXTEND BIG W COOLING ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING

BOUNDARY

Colston Budd Rogers & Kafes Pty Ltd & Kafes Pty Budd Rogers Colston ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. SURVEY AND FINAL DESIGN. TRAFFIC MEASURES SKETCH PLAN ONLY. PROPERTY BOUNDARIES, PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO NOTE: RL50.80 SERVICE / EGRESS STORE (EXISTING) NEW STAIR 3 ROOM WASTE EXISTING DOCK 10 2.0m 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL 14 AUGUST 2020 114m2 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV 12.5m GOODS LIFTS 11494 - Macquarie Centre 11494 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS VAN

DRAWN BY CBRK Pty Ltd_mr Ref: 11494

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

- LEVEL 2A LOADING DOCK SWEPT PATHS ACCESSIBLE SPACE AND ADD BOLLARD TO CAR PARK SUIT SWEPT MODIFY ARMCO CINEMA CONVERT TO EXISTING EXIT IN DOCK W4 TO PATH OF EXITING TRUCK REDUNDANT EGRESS 10.7m LARGE RIGID VEHICLE

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ EMERGENCY VEHICLE BIN FOR CARDBOARD BOLLARDS DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND TOWER EXHAUST 2.0m 2.0m STAIR COLUMNS EXTEND BIG W COOLING NEW FROM BELOW NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING BOUNDARY ROOM WASTE EXISTING DOCK RL50.80 2.0m SERVICE / EGRESS 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL

114m2 Swept Path of Vehicle Body Swept Path of Clearance to Vehicle Body 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV

12.5m GOODS LIFTS 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS

VAN

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

TO CAR PARK ACCESSIBLE SPACE AND ADD BOLLARD CINEMA SUIT SWEPT CONVERT TO MODIFY ARMCO REDUNDANT EGRESS EXISTING EXIT PATH OF EXITING TRUCK IN DOCK W4 TO

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ BOLLARDS EMERGENCY VEHICLE BIN FOR CARDBOARD DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND 2.0m STAIR TOWER EXHAUST 2.0m BELOW COLUMNS NEW FROM NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR EXTEND BIG W COOLING ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING

BOUNDARY

Colston Budd Rogers & Kafes Pty Ltd & Kafes Pty Budd Rogers Colston ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. SURVEY AND FINAL DESIGN. TRAFFIC MEASURES SKETCH PLAN ONLY. PROPERTY BOUNDARIES, PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO NOTE: RL50.80 SERVICE / EGRESS STORE (EXISTING) NEW STAIR 3 ROOM WASTE EXISTING DOCK 11 2.0m 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL 14 AUGUST 2020 114m2 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV 12.5m GOODS LIFTS 11494 - Macquarie Centre 11494 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS VAN

DRAWN BY CBRK Pty Ltd_mr Ref: 11494

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

- LEVEL 2A LOADING DOCK SWEPT PATHS ACCESSIBLE SPACE AND ADD BOLLARD TO CAR PARK SUIT SWEPT MODIFY ARMCO CINEMA CONVERT TO EXISTING EXIT IN DOCK W4 TO PATH OF EXITING TRUCK REDUNDANT EGRESS 10.7m LARGE RIGID VEHICLE

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ EMERGENCY VEHICLE BIN FOR CARDBOARD BOLLARDS DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND TOWER EXHAUST 2.0m STAIR COLUMNS 2.0m EXTEND BIG W COOLING NEW FROM BELOW NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING BOUNDARY ROOM WASTE EXISTING DOCK RL50.80 2.0m SERVICE / EGRESS 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL

114m2 Swept Path of Vehicle Body Swept Path of Clearance to Vehicle Body 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV

12.5m GOODS LIFTS 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS

VAN

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

TO CAR PARK ACCESSIBLE SPACE AND ADD BOLLARD CINEMA SUIT SWEPT CONVERT TO MODIFY ARMCO REDUNDANT EGRESS EXISTING EXIT PATH OF EXITING TRUCK IN DOCK W4 TO

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ BOLLARDS EMERGENCY VEHICLE BIN FOR CARDBOARD DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND 2.0m STAIR TOWER EXHAUST 2.0m BELOW COLUMNS NEW FROM NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR EXTEND BIG W COOLING ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING

BOUNDARY

Colston Budd Rogers & Kafes Pty Ltd & Kafes Pty Budd Rogers Colston ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. SURVEY AND FINAL DESIGN. TRAFFIC MEASURES SKETCH PLAN ONLY. PROPERTY BOUNDARIES, PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO NOTE: RL50.80 SERVICE / EGRESS STORE (EXISTING) NEW STAIR 3 ROOM WASTE EXISTING DOCK 12 2.0m 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL 14 AUGUST 2020 114m2 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV 12.5m GOODS LIFTS 11494 - Macquarie Centre 11494 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS VAN

DRAWN BY CBRK Pty Ltd_mr Ref: 11494

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

- LEVEL 2A LOADING DOCK SWEPT PATHS ACCESSIBLE SPACE AND ADD BOLLARD TO CAR PARK SUIT SWEPT MODIFY ARMCO CINEMA CONVERT TO EXISTING EXIT IN DOCK W4 TO PATH OF EXITING TRUCK REDUNDANT EGRESS 12.5m LARGE RIGID VEHICLE

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ EMERGENCY VEHICLE BIN FOR CARDBOARD BOLLARDS DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND TOWER EXHAUST 2.0m 2.0m STAIR COLUMNS EXTEND BIG W COOLING NEW FROM BELOW NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING BOUNDARY ROOM WASTE EXISTING DOCK RL50.80 2.0m SERVICE / EGRESS 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL

114m2 Swept Path of Vehicle Body Swept Path of Clearance to Vehicle Body 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV

12.5m GOODS LIFTS 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS

VAN

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

TO CAR PARK ACCESSIBLE SPACE AND ADD BOLLARD CINEMA SUIT SWEPT CONVERT TO MODIFY ARMCO REDUNDANT EGRESS EXISTING EXIT PATH OF EXITING TRUCK IN DOCK W4 TO

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ BOLLARDS EMERGENCY VEHICLE BIN FOR CARDBOARD DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND 2.0m STAIR TOWER EXHAUST 2.0m BELOW COLUMNS NEW FROM NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR EXTEND BIG W COOLING ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING

BOUNDARY

Colston Budd Rogers & Kafes Pty Ltd & Kafes Pty Budd Rogers Colston ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. SURVEY AND FINAL DESIGN. TRAFFIC MEASURES SKETCH PLAN ONLY. PROPERTY BOUNDARIES, PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO NOTE: RL50.80 SERVICE / EGRESS STORE (EXISTING) NEW STAIR 3 ROOM WASTE EXISTING DOCK 13 2.0m 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL 14 AUGUST 2020 114m2 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV 12.5m GOODS LIFTS 11494 - Macquarie Centre 11494 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS VAN

DRAWN BY CBRK Pty Ltd_mr Ref: 11494

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

- LEVEL 2A LOADING DOCK SWEPT PATHS ACCESSIBLE SPACE AND ADD BOLLARD TO CAR PARK SUIT SWEPT MODIFY ARMCO CINEMA CONVERT TO EXISTING EXIT IN DOCK W4 TO PATH OF EXITING TRUCK REDUNDANT EGRESS 19.0m ARTICULATED VEHICLE

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ EMERGENCY VEHICLE BIN FOR CARDBOARD BOLLARDS DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND TOWER EXHAUST 2.0m 2.0m STAIR COLUMNS EXTEND BIG W COOLING NEW FROM BELOW NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING BOUNDARY ROOM WASTE EXISTING DOCK RL50.80 2.0m SERVICE / EGRESS 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL

114m2 Swept Path of Vehicle Body Swept Path of Clearance to Vehicle Body 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV

12.5m GOODS LIFTS 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS

VAN

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

TO CAR PARK ACCESSIBLE SPACE AND ADD BOLLARD CINEMA SUIT SWEPT CONVERT TO MODIFY ARMCO REDUNDANT EGRESS EXISTING EXIT PATH OF EXITING TRUCK IN DOCK W4 TO

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ BOLLARDS EMERGENCY VEHICLE BIN FOR CARDBOARD DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND 2.0m STAIR TOWER EXHAUST 2.0m BELOW COLUMNS NEW FROM NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR EXTEND BIG W COOLING ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING

BOUNDARY

Colston Budd Rogers & Kafes Pty Ltd & Kafes Pty Budd Rogers Colston ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. SURVEY AND FINAL DESIGN. TRAFFIC MEASURES SKETCH PLAN ONLY. PROPERTY BOUNDARIES, PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO NOTE: RL50.80 SERVICE / EGRESS STORE (EXISTING) NEW STAIR 3 ROOM WASTE EXISTING DOCK 14 2.0m 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL 14 AUGUST 2020 114m2 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV 12.5m GOODS LIFTS 11494 - Macquarie Centre 11494 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS VAN

DRAWN BY CBRK Pty Ltd_mr Ref: 11494

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

- LEVEL 2A LOADING DOCK 7.3m AMBULANCE SWEPT PATHS ACCESSIBLE SPACE AND ADD BOLLARD TO CAR PARK SUIT SWEPT MODIFY ARMCO CINEMA CONVERT TO EXISTING EXIT IN DOCK W4 TO PATH OF EXITING TRUCK REDUNDANT EGRESS

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ EMERGENCY VEHICLE BIN FOR CARDBOARD BOLLARDS DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND TOWER EXHAUST 2.0m STAIR COLUMNS 2.0m EXTEND BIG W COOLING NEW FROM BELOW NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING BOUNDARY ROOM WASTE EXISTING DOCK RL50.80 2.0m SERVICE / EGRESS 2.0m EXISTING EGRESS 2.14 56 m² SHEAR WALL

114m2 Swept Path of Vehicle Body Swept Path of Clearance to Vehicle Body 2.06 NEW BOLLARDS 327 m²

95 seats WALLS EXISTING HRV

12.5m GOODS LIFTS 2.0m EXISTING WOOLWORTHS SUPERMARKET WASTE ROOM VOID OVER 4000L FLAT TANK CML HOLDING

EXISTING EXIT TO CAR PARK NEW BOLLARDS

VAN

5.5m 1:13

1.5m

VAN 5.5m COLUMN NEW

TO CAR PARK ACCESSIBLE SPACE AND ADD BOLLARD CINEMA SUIT SWEPT CONVERT TO MODIFY ARMCO REDUNDANT EGRESS EXISTING EXIT PATH OF EXITING TRUCK IN DOCK W4 TO

VAN

5.5m 2.0m

VAN 6.4m SET1 ESCALATOR AND 1100L BIN LIFTER STATIONARY AUGER COMPACTOR & 14m³ BIN SPACE RESERVED FOR STATIONARY AUGER COMPACTOR & 14m³ BOLLARDS EMERGENCY VEHICLE BIN FOR CARDBOARD DOCK W5 DOCK W4 TUNNEL BELOW 2.05 799 m² EXISTING CAR SPACES EXISTING HARDSTAND 2.0m STAIR TOWER EXHAUST 2.0m BELOW COLUMNS NEW FROM NEW EGRESS VIA TUNNEL BELOW EXISTING TUNNEL EXIT AND STAIR EXTEND BIG W COOLING ONLY TO STREET EXISTING EGRESS DOWN 1.0m TRUCKS OUT AUTH.

METER

STAIR MODIFY EXISTING

BOUNDARY

Colston Budd Rogers & Kafes Pty Ltd & Kafes Pty Budd Rogers Colston ARE SUBJECT TO FINAL DESIGN BY CIVIL ENGINEERS. SURVEY AND FINAL DESIGN. TRAFFIC MEASURES SKETCH PLAN ONLY. PROPERTY BOUNDARIES, PROPOSED IN THIS PLAN ARE CONCEPT ONLY AND UTILITIES, KERBLINES & DIMENSIONS ARE SUBJECT TO NOTE: RL50.80 SERVICE / EGRESS STORE (EXISTING) JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Appendix B: Internal Traffic and Parking Assessment

14 September 2020 AMP CAPITAL

MACQUARIE CENTRE

REDEVELOPMENT

AMENDED STAGE 2 DA FOR

INTERIM RETAIL EXPANSION

INTERNAL TRAFFIC AND PARKING

ASSESSMENT

AUGUST 2020

COLSTON BUDD ROGERS & KAFES PTY LTD ACN 002 334 296 Level 18 Tower A Zenith Centre 821 Pacific Highway CHATSWOOD NSW 2067

Telephone: (02) 9411 2411 Email: [email protected]

REF: 11494

Colston Budd Rogers & Kafes Pty Ltd

TABLE OF CONTENTS

TABLE OF CONTENTS

1. INTRODUCTION ...... 1 2. INTERNAL TRAFFIC AND PARKING ASSESSMENT ...... 8

Colston Budd Rogers & Kafes Pty Ltd

CHAPTER 1

1. INTRODUCTION

1.1. Colston Budd Rogers & Kafes Pty Ltd has been retained by AMP Capital to prepare a report on the internal traffic and parking aspects of the amended Stage 2 DA for interim retail expansion of the redevelopment of Macquarie Centre. The site location is shown on Figure 1. This report in conjunction with the External Traffic/Transport Assessment and Public Transport Demand Report prepared by JMT form an updated TMAP, as required by Condition 35.

1.2. The Stage 1 Concept Plan for the mixed use redevelopment of the Macquarie Centre has been approved (LDA2015/0655). With regards to traffic and transport, that approval has the following consent conditions:

“21 Framework Travel Plan. A Framework Travel Plan is to be submitted with any Stage 2 Development Application that involves a 10,000m2 increase in GFA. The Framework Travel Plan is to be prepared in accordance with the requirements of Part 4.5 Macquarie Park Corridor DCP 2014 and include (but not be limited to):

a. Details of the car sharing scheme on the site (in accordance with the conditions of this consent); b. Measures/incentives to encourage occupants to enter into the car sharing scheme to be located on the site; c. Measures/incentives for public transport usage; d. Extension of the current parking management plan in effect at the centre, addressing the resident parking component; e. Measures incentives to encourage cycling, including detailing end of trip facilities, bicycle parking facilities, signage and notification to residents and patrons to the centre.

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“22. Car Parking Spaces and Dimensions

a. The permissible number of car parking spaces is to be established as part of the Stage 2 development application. To ensure the parking demands of the development are satisfied whilst in balance with the limitations of the surrounding road network, Stage 2 development applications are not to exceed the following parking demand rates:  Retail - 3.5 parking spaces per 100m2 of gross leasable floor area;  Commercial – Maximum of 1 parking space per 160m2 of GFA;  Serviced apartments – 0.4 spaces per studio/serviced apartment dwelling;  Residential – as per DCP 2014 requirements.

b. All parking areas are to be designed in accordance with AS 2890, Council’s DCP and relevant standards (eg. AusRoads, RMS Guidelines, etc). To ensure this, future development applications which include the expansion or creation of parking areas are to submit detailed plans of the parking areas, clearly depicting dimensions of any ramps (width, grade, radii, etc), parking aisle widths, space widths and lengths and overhead clearances. The plans are also to detail traffic calming measures and full details of traffic control points (eg. boom operation, ticket processing and parking restriction hours).

Future detailed development applications to be submitted under this approval may consider DCP parking rates that are applicable at the time of the application subject to a traffic assessment to the satisfaction of the consent authority.

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CHAPTER 1

“25. Bicycle Parking. Bicycle parking is to be provided for any development involving an increase in the floor space for retail, commercial or residential land uses.

Details of the location, number and class of bicycle parking must be included in the Stage 2 Development Applications.

At a minimum, the number of bicycle parking is to be consistent with Council’s requirements in DCP 2014.

End of trip facilities are to be provided for any retail and commercial development. These facilities are to be located in close proximity to the bicycle parking.

“26. Loading Within Site

a. All loading and unloading operations associated with servicing the site must be carried out within the confines of the site, at all times, and must not obstruct other properties or the public way. b. To ensure the service requirements of increased retail or commercial floor area are satisfied at each stage of the development, a Loading Bay/Service Delivery Management Plan is to be submitted with the relevant Stage 2 Development Application. The Plan must specify the location of service bay areas/loading bay docks, analyse the number and frequency of service vehicle movement for the existing and proposed retail/commercial floor area and demonstrate that such service requirements can be satisfied on the site.

“35. Revised Transport and Accessibility Plan. A revised Transport Management and Accessibility Plan (TMAP) is to be submitted with the Stage 2

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Development Application. The revised TMAP is to be consistent with the methodology outlined in the Draft Interim Guidelines on Transport Management and Accessibility Plans, NSW Department of Transport, Roads and Traffic Authority of NSW. The revised TMAP needs to address, but not limited to, the following:

a) Existing and future public transport demand generated by the proposed development; b) Existing and future pedestrian and cyclists demand generated by the proposed redevelopment; c) Details of public transport facilities in particular at the bus interchange and pedestrian facilities along Herring Road proposed by the applicant to service existing and future demand from the Macquarie Centre.

“38. Impacts on Road Networks and Bus Operations. Prior to the submission of any Stage 2 development application, the proponent shall:

 Undertake detailed traffic modelling using an appropriate modelling tool to assess road network performance within the area of influence of the site. The traffic model is to be prepared to the satisfaction of Ryde City Council, Roads and Maritime Services and TfNSW.  Identify local and regional impacts using traffic modelling and propose mitigation measures to ameliorate the identified impacts;  In the event that mitigation measures are identified as being required, the proponent shall make contributions or works in kind for regional road and signalised intersections infrastructure works, but only when such works are specifically required as a result of traffic generated by additional retail floor space approved as part of the development: and  Any contributions determined to be required as part of this development consent must consider the equitable apportionment of works to reflect the

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CHAPTER 1

cumulative impact of traffic generated by development within the wider precinct.

This condition does not prevent the determination of any development application for changes to car parking to maintain the total number of car parking at the centre and loading bay access arrangements, excavation and early works which does not approve additional retail, residential or commercial floor area.

“39. Herring Road Bus Interchange. Prior to the submission of any Stage 2 development application, the proponent shall;

 Examine opportunities, in consultation with TfNSW, to increase bus stand capacity to align with future growth as identified in table 17 of the TMAP as the proposed changes to the bus interchange present an opportunity to accommodate future bus services at the interchange.  Undertake a safety assessment of the proposed interchange arrangement and capacity assessment of the Herring Road/Waterloo Road/University Avenue intersection with the proposed bus stands along Herring Road; and  Investigate the issues associated with existing facilities for kiss and ride and taxis and improve these facilities to meet future demand as the proposed changes to the bus interchange present an opportunity to improve these facilities at the interchange.

This condition does not prevent the determination of any development application for changes to car parking and loading bay access arrangements, excavation and early works which does not approve additional retail, residential or commercial floor space.

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CHAPTER 1

“43. Draft Construction Pedestrian and Traffic Management Plan. As part of a Stage 2 development application, the proponent shall prepare a draft Construction Pedestrian and Traffic Management Plan (CPTMP). The CPTMP needs to specify, but not be limited to, the following:

 Location of all proposed work zones;  Proposed crane locations and methods of erection and dismantling;  Haulage routes;  Construction vehicle access arrangements;  Proposed construction hours;  Details of any required hoardings;  Estimated number and type of construction vehicle movements including morning and afternoon peak and off peak movements;  Construction program highlighting details of peak construction activities and proposed construction ‘staging’;  Any potential impacts to general traffic, cyclists, pedestrians and bus services within the vicinity of the site from construction vehicles during the construction of the proposed works;  Cumulative construction impacts of projects, including ECRL conversion works to Sydney Metro. Should any impacts be identified, details are to be provided in respects to the duration of the impacts;  Measures proposed to mitigate any associated general traffic, public transport, pedestrian and cyclist impacts should be clearly identified and included in the CPTMP.

The CPTMP is to be approved by Council, Transport for NSW and RMS.

1.3. The traffic, transport and parking effects of the amended Stage 2 DA have been addressed through the following reports:

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CHAPTER 1

 Internal Traffic and Parking Assessment prepared by CBRK to address conditions 22, 25, 26 and 43;

 External Traffic/Transport Assessment and Public Transport/Pedestrian/ Cyclist Demand Report for the proposed redevelopment prepared by JMT to address conditions 21, 38 and 39;

 these reports form an updated TMAP for the proposed redevelopment, as required by Condition 35.

1.4 The amended Stage 2 DA comprises an interim retail expansion of some 17,407m2 GLA, including the provision of a new ice rink, and construction of some 500 additional parking spaces. Future applications will be made for the additional retail expansion and tower developments in accordance with the Stage 1 concept plan approval. Additional parking to support the future development will be accommodated within new parking areas on other parts of the site.

1.5 The findings of the Internal Traffic and Parking Assessment are set out in the following chapter.

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CHAPTER 2

2. INTERNAL TRAFFIC AND PARKING ASSESSMENT

2.1. The Internal Traffic and Parking Assessment of the amended Stage 2 DA is set out through the following sections:

 proposed amended Stage 2 DA;  parking provision;  access arrangements;  internal circulation and parking layouts;  bicycle parking;  servicing arrangements;  draft demolition construction pedestrian and traffic management plan; and  summary.

Proposed Amended Stage 2 DA

2.2. The amended Stage 2 DA comprises an interim retail expansion of some 17,407m2 GLA, including the provision of a new ice rink, and construction of some 500 additional parking spaces. The additional parking spaces will be provided within a new basement parking level adjacent to Herring Road and the rooftop car park on the north eastern side of the site adjacent to Talavera Road will be expanded with two additional car park levels. The existing ice rink will be demolished and a new ice rink will be constructed within the south western part of the site, adjacent to Waterloo Road.

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CHAPTER 2

Parking Provision

2.3. Condition 22a stipulates a maximum retail parking provision of 3.5 spaces per 100m2 GLA. For the additional 17,407m2 additional retail, the maximum additional parking provision is therefore 609 spaces.

2.4. The proposed additional parking provision is some 500 spaces, which is in accordance with this requirement.

Access Arrangements

2.5. Access to the shopping centre will be maintained via the existing driveways onto Herring Road, Talavera Road, Waterloo Road and Link Road. In association with the interim expansion works, it is proposed to remove the existing car park exit driveway onto Herring Road, located to the north east of Waterloo Road. Traffic currently exiting the centre via this driveway will be redistributed to other exit driveways from the centre.

2.6. A new service tunnel will be provided linking the existing loading docks T4 and T5 to the Waterloo Road exit ramp. Access to these loading docks will be maintained from the existing loading dock access driveway on Talavera Road.

Internal Circulation and Parking Layout

2.7. Condition 22b requires that all new parking areas be designed in accordance with Australian Standards AS2890, Council’s DCP and relevant standards (Austroads, RMS guidelines, etc).

2.8. A new basement parking level will be provided adjacent to Herring Road and the roof top car park on the north eastern side of the site will be expanded with two

9

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CHAPTER 2

new car park levels. Some 125 existing parking spaces will be lost, which will be replaced in the new car parking areas (some 625 new parking spaces).

2.9. Within the proposed new parking areas, car parking dimensions, aisle widths, ramp grades and transitions will be provided in accordance with the Australian Standard for Off-Street car parking facilities (AS2890.1-2004) and for Off-street parking for people with disabilities (AS2890.6-2018). Parking spaces will be 2.6 metres wide by 5.4 metres long, clear of structure, with adjacent circulation aisles of at least 6.6 metres wide, or alternatively 2.7 metres wide by 5.4 metres long, clear of structure, with circulation aisles of at least 6.2 metre wide. Spaces with adjacent obstructions will be wider. Columns will be set back 750mm from the front edge of spaces.

2.10. Disabled spaces will be 2.4 metres wide by 5.4 metres long, with an additional 2.4 metre wide adjacent shared zone for wheelchair access. Height clearance will be 2.5 metres above disabled spaces and 2.2 metres elsewhere. These dimensions are considered appropriate, being in accordance with the Australian Standard AS2890.1-2004 and AS2890.6-2009.

2.11. The new Herring Road basement car park will be accessed via new vehicular ramps and a one-way circulation aisle from the existing silver level car park. Egress from the new basement car park will be provided via a one-way connection to the existing undercroft express car park beneath the Big W tenancy. The proposed car park will provide some 151 car parking spaces. The new basement level car park will generally provide one-way circulation aisles and 90 degree angle parking.

2.12. Provision of new parking levels on the north eastern part of the site will cater for the new retail area on levels 3 and 4. The two new levels of parking will provide some 460 car parking spaces and will be accessed via the existing vehicular ramps

10

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CHAPTER 2

to the roof top car park from Herring Road, Talavera Road and Waterloo Road. The new parking levels will provide a one-way perimeter circulation with two- way parking aisles. The existing ramps within the multi deck car park will be extended to provide access to the new parking levels and a new bridge connection will link the new car park to the existing roof top car park.

2.13. In addition to the proposed new parking areas, modifications will be made to the existing car park circulation on the roof top level and provision of new internal ramps within the existing multi-deck car park at the north eastern end of the site.

2.14. New parking areas will be designed to comply with requirements of AS2890.1- 2004 and AS2890.6-2009 with respect to ramp grades, aisle widths, lane widths, height clearances and parking bay dimensions.

Bicycle Parking

2.15. Condition 25 requires that bicycle parking be provided in accordance with Council’s DCP 2014. The shopping centre currently provides a large bicycle parking and end trip facility within the car park. The facility provides parking for over 230 bicycles in a secure facility. Change rooms, lockers and showers are provided within the adjacent end of trip facility. These facilities are available for staff and visitors/general public to the centre.

2.16. The current facility is significantly underutilised, with observations indicating the facility is less than 5% occupied on a typical day. It is therefore proposed to retain the existing bicycle parking facility as part of this development application and implement measures to better promote cycling to and from the centre, as set out in the JMT report. The bicycle parking facility will be monitored by centre management, and should demand warrant, the facility will be expanded.

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2.17. In addition to the above, additional visitor bicycle parking will be provided within the public plaza, as shown on plans prepared by Hames Sharley Architects. The new bicycle parking will be designed to comply with requirements of AS2890.3- 2015.

Servicing Arrangements

2.18. Condition 26 relating to the Loading Bay and Service Delivery Management Plan is addressed in attached document.

Draft Construction Pedestrian and Traffic Management Plan

2.19. Condition 43 relating to the draft Construction Pedestrian and Traffic Management Plan is addressed in attached document.

Summary

2.17. This report in conjunction with the External Traffic/Transport Assessment and Public Transport Demand Report prepared by JMT form an updated TMAP, as required by Condition 35.

2.18 In summary the internal traffic and parking assessment has found that:

 the proposed parking provision is appropriate;

 access arrangements are appropriate;

 new car park areas, internal circulation and bicycle parking will be provided in accordance with the Australian Standard;

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CHAPTER 2

 servicing arrangements are appropriate;

 new and reconfigured loading docks will be provided in accordance with the Australian Standard;

 a Loading Bay and Service Delivery Management Plan has been prepared; and

 a draft Construction Pedestrian and Traffic Management Plan has been prepared.

13

11494 - Macquarie Centre

SITE LOCATION

Location Plan

Colston Budd Rogers & Kafes Pty Ltd

DRAWN BY CBRK Pty Ltd_mr Ref: 11494 14.07.2020 Figure 1 JMT Consulting Macquarie Shopping Centre Amended Stage 2 DA Transport Management and Accessibility Plan (TMAP)

Appendix C: Draft Construction Pedestrian Traffic Management Plan

14 September 2020 AMP CAPITAL

DRAFT CONSTRUCTION

PEDESTRIAN AND TRAFFIC

MANAGEMENT PLAN FOR

MACQUARIE CENTRE

AUGUST 2020

COLSTON BUDD ROGERS & KAFES PTY LTD ACN 002 334 296 Level 18 Tower A Zenith Centre 821 Pacific Highway CHATSWOOD NSW 2067

Telephone: (02) 9411 2411 Email: [email protected]

REF: 11494/2

Colston Budd Rogers & Kafes Pty Ltd

TABLE OF CONTENTS

TABLE OF CONTENTS

1. INTRODUCTION ...... 1

2. DRAFT CONSRUCTION PEDESTRIAN AND TRAFFIC MANAGEMENT PLAN ...... 3

Colston Budd Rogers & Kafes Pty Ltd

CHAPTER 1

1. INTRODUCTION

1.1 Colston Budd Rogers and Kafes Pty Ltd has been commissioned by AMP Capital to prepare a draft Construction, Pedestrian and Traffic Management Plan for the amended Stage 2 DA interim retail expansion of Macquarie Centre. The plan has been prepared in association with the overall Construction Management Plan prepared by TCB Project Management. Condition 43 of the development consent (LDA2015/0655) of the Stage 1 approval is as follows:

43. Draft Construction Pedestrian and Traffic Management Plan

As part of the Stage 2 development application, the proponent shall prepare a draft Construction Pedestrian and Traffic Management Plan (CPTMP). The CPTMP needs to specify, but not be limited to, the following:

 Location of all proposed work zones;

 Proposed crane locations and methods of erection and dismantling;

 Haulage routes;

 Construction vehicle access arrangements;

 Proposed construction hours;

 Details of any required hoardings;

 Estimated number and type of construction vehicle movements including morning and afternoon peak and off peak movements;

 Construction program highlighting details of peak construction activities and proposed construction ‘staging’;

1

Colston Budd Rogers & Kafes Pty Ltd

CHAPTER 1

 Any potential impacts to general traffic, cyclists, pedestrians and bus services within the vicinity of the site from construction vehicles during construction of the proposed works;

 Cumulative construction impacts of projects, including ECRL conversion works to Sydney Metro. Should any impacts be identified, details are to be provided in respect to the duration of the impacts;

 Measures proposed to mitigate any associated general traffic, public transport, pedestrian and cyclist impacts should be clearly identified and included in the CPTMP.

The CPTMP is to be approved by Council, Transport for TfNSW and RMS.

1.2 The draft Construction Pedestrian and Traffic Management Plan for the Stage 2 DA interim retail expansion of the centre is presented in the following chapter.

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CHAPTER 2

2. DRAFT CONSTRUCTION PEDESTRIAN AND TRAFFIC MANAGEMENT PLAN

2.1 The draft Construction, Pedestrian and Traffic Management Plan will include demolition and excavation of part of the shopping centre and the existing ice rink, to allow for the construction of the proposed development (including the construction of a new ice rink). The construction activity will be staged to maintain the on-going operation of the centre during the period of construction. Access to the centre during demolition, excavation and construction will be maintained from Talavera Road, Waterloo Road, Herring Road and Link Road.

2.2 At this stage a contractor/builder has not been appointed and hence the overall construction methodology, process and staging of the proposed development have not been determined. The contractor/builder will be responsible for the preparation of the detailed construction traffic management plans for the various stages of construction, including enabling works, demolition, excavation and construction works, which will be carried out prior to the commencement of construction.

2.3 The draft Construction Pedestrian and Traffic Management Plan is set down through the following sections:

 location of construction;

 construction staging;

 hours of work;

 truck routes;

 construction site entries;

 construction vehicle management,

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CHAPTER 2

 construction traffic effects;

 construction workers;

 pedestrians;

 work zones;

 tower cranes;

 community public consultation; and

 principles of construction traffic management.

Location of Construction

2.4 The site of the proposed works is located in the western corner of the shopping centre adjacent to Herring Road and the Macquarie University railway station, and to the east adjacent to Talavera Road, as shown on Figure 1. Access to the construction site will be provided onto Herring Road and Waterloo Road via the existing access ramps to level 2A of the shopping centre car park, and via on- street work zones on Herring Road and Talavera Road, adjacent to the construction activity.

2.5 The site is located adjacent to the Macquarie University metro railway station and bus services in Herring Road adjacent to the centre. The site therefore has good access to public transport services, with convenient connections to the surrounding metropolitan area.

Construction Staging

2.6 Construction of the proposed development will be staged to minimise traffic effects and to maintain the continued operation of the shopping centre during the

4

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CHAPTER 2

period of construction as shown on Figure 2. Construction of the development is expected to be undertaken through the following stages:

 Stage 1 - site establishment/initial enabling works (including services and mechanical plant relocation), erection of construction fencing/hoardings, construction of the new ice rink and mini major at the western end of the site and modifications to the existing cinemas;

 Stage 2 - excavation of the basement car park and construction of the station plaza retail area and car park adjacent to Herring Road;

 Stage 3 - construction of the two parking levels at the eastern end of the site, adjacent to Talavera Road.

Hours of Work

2.7 Work associated with the demolition, excavation and construction activity will be carried out between the following hours of construction, unless otherwise agreed with the relevant authorities:

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

 Saturday - 7:00am to 5:00pm; and

 Sunday/public holidays - No work.

2.8 All work including demolition, excavation and construction work during these hours will take into consideration the on-going operation of the shopping centre.

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CHAPTER 2

The works will be carried out in accordance with the conditions of consent and the Australian Standard AS2436.2010 Guide to Noise Control and Construction, Maintenance and Demolition Sites. The site contractor will be responsible to instruct and control sub-contractors regarding the hours of work. Any work outside the approved hours of work, including night-time concrete pours, would be subject to prior approval from Ryde City Council and other relevant authorities.

Truck Routes

2.9 During demolition, excavation and construction, trucks transporting material to/from the site will be accommodated on-site or within designated on-street work zones, as shown on Figures 3 to 5. Vehicular access to the site will be provided via existing site access driveway onto Herring Road and Waterloo Road. Access arrangement and vehicle movements to and from the site will be managed by traffic controllers.

2.10 Truck movements will be restricted to designated truck routes. Trucks at no time during construction will be permitted to park on-street in the vicinity of the centre, other than within the designated on-street work zones.

2.11 The proposed truck routes for demolition, excavation and construction, as shown on Figure 6, include M2 Motorway, Lane Cove Road, Epping Road, Herring Road, Talavera Road and Khartoum Road.

2.12 The designated truck routes to and from the site are proposed to restrict construction traffic to the main road network through the area. Truck drivers will be inducted and advised of the designated truck routes to and from the site.

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Construction Site Entries

2.13 During construction of the development, on-site construction compounds and on- street work zones will be established. Construction hoarding and containment fencing will be erected around the perimeter of the site compounds, with scaffolding and overhead protection provided where required. A Class B construction hoarding will be erected adjacent to the construction compounds, along Herring Road and Talavera Road, as shown on Figures 3 to 5.

2.14 Temporary construction vehicle access to the site will be provided via existing site access driveways onto Herring Road and Waterloo Road. The accesses will ensure efficient on-site operations to facilitate all works while also minimising impacts to adjacent loading activity and the broader Macquarie Centre customer parking.

2.15 All construction vehicles and material deliveries/handling will occur from the on- site construction compound or from the on-street work zones. The location and operation of the on-street work zones will need to be agreed with and approved by Ryde City Council. Construction material will be stored on-site within designated material handling areas.

2.16 Construction vehicles would use the same travel paths used by other service vehicles accessing the Woolworths and specialty loading docks on level 2A and the Talavera Road loading docks. No construction vehicles will be permitted to reverse in or out of the site compound with qualified traffic controllers to manage and control vehicle access as required.

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2.17 Construction vehicles will be restricted to rigid trucks, including small trucks accessing the basement car park levels and large rigid trucks and truck and trailer combinations removing spoil and delivering construction material to/from the designated materials handling areas and on-street work zones in Herring Road and Talavera Road. The existing service vehicle ramps in Waterloo Road will provide for trucks to manoeuvre on and off the site in a forward direction.

2.18 The construction access driveway onto Waterloo Road will provide appropriate sight lines for construction vehicle access, with regards to the number, type and size of vehicle. The arrival and departure of trucks and the movement of pedestrians across the driveway will be managed and controlled by qualified traffic controllers. Traffic controllers will ensure the driveway is kept clear at all times, to allow trucks unobstructed access to the site. At no time will traffic controllers stop traffic on the public street to allow trucks to enter and exit the site. Trucks exiting the site will give way to traffic in Waterloo Road and will utilise gaps in the traffic stream in order to enter the road network.

2.19 Truck drivers will be advised of the presence of the traffic controllers, and that they must observe their direction at all times. All traffic controllers will be fully qualified with the relevant RMS Traffic Controllers qualification.

2.20 All traffic controllers and work personnel will be required to wear high visibility fluorescent safety vests and Personnel Protective Equipment (PPE). Wet weather clothing will be made of fluorescent high visibility material.

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Construction Vehicle Management

2.21 At the commencement of construction, plant and equipment including construction hoarding/scaffolding material, site sheds and machinery will be required to be delivered to the site. Prior to the commencement of the main structural works, tower cranes will be delivered and erected on site. The delivery and removal of plant and equipment to and from the site will be via the on-street work zones in Herring Road and Talavera Road, adjacent to the construction site.

2.22 The delivery and removal of plant and equipment, and the use of mobile cranes on public roads, including night-time activity, will be subject to a separate application/permit and separate prior approval from the Ryde City Council and other relevant authorities. In order to minimise traffic disruption during the delivery of the plant and equipment, it is proposed to undertake this work during the evening/early morning period. All plant and equipment deliveries will be carried out in accordance with Council’s requirements and the NSW Police regulations.

2.23 Demolition and excavation will be carried out using hydraulic excavators. Spoil and demolition/excavation material will then be loaded onto trucks from the on- site materials handling area. Construction hoarding, scaffolding and overhead protection will be provided around the perimeter of the construction compounds, along Herring Road, Waterloo Road and Talavera Road. Construction hoardings will also be provided within the centre, separating the construction activity from the on-going operation of the centre. Temporary pedestrian accessways will be provided linking to Herring Road and the various retail tenancies.

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2.24 Demolition material will be sorted and classified on site. Contaminated material will be checked, sorted and treated prior to the removal from the site. Contaminated material will be classified in accordance with the provisions of the Protection of the ‘Environment Operations Act 1997 and the NSW DECC Waste Classification Guidelines, Part 1: Classifying Waste (April 2008)’.

2.25 All demolition work involving the removal and disposal of asbestos cement will be undertaken by appropriately qualified contractors duly licensed with SafeWork NSW, holding either a Friable (Class A) or a Non-Friable (Class B) Asbestos Removal License whichever applies.

2.26 During the removal of asbestos material from the site, signs containing the words ‘DANGER ASBESTOS REMOVAL IN PROGRESS’ will be erected in prominent visible positions on the site. The signs will be in accordance with AS1319-1994 Safety signs for the occupational environment for size, illumination, location and maintenance.

2.27 All trucks removing spoil from the site will be loaded to prescribed weight limits and loose material will be covered during transport from the site. Loose material will be removed from all vehicles and/or machinery before leaving the site and entering the road system.

2.28 All vehicles leaving the site will be cleaned. The contractor will be responsible for locating a truck wash facility or other appropriate cleaning mechanism adjacent to the construction access driveway. Any run-off from the washing down of vehicles will be directed to the sediment control system to be located within the site.

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2.29 The loading of spoil onto trucks will be carried out on-site in an approved and controlled manner. The management of the on-site loading area and the movement of trucks on and off the site will be the responsibility of the site contractor.

Construction Traffic Effects

2.30 The proposed construction is expected to take some 36 months to complete, including site establishment/enabling works, demolition, excavation and construction. Site establishment/enabling works is expected to be undertaken in the first six to eight weeks and will involve the erection of construction hoardings and safety fencing including scaffolding and overhead protection where required, establishment of site compounds and construction access driveways, establishment of site amenities, delivery of plant and equipment, and relocation of services and mechanical plant.

2.31 During demolition and excavation, construction vehicles will generally incorporate standard rigid trucks and truck and trailer combinations for the removal of spoil material from the site. All construction vehicles accessing the site will enter and exit the site in a forward direction.

2.32 During demolition and excavation, it is estimated that there will be some 20 to 30 trucks per day removing spoil from the site. This truck generation translates to an average of 4 to 6 trucks per hour two-way over the day entering and exiting the site.

2.33 During the latter stages of excavation, the first of the tower cranes will be erected on the site to lift and transport construction material to the designated on-site

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material handling areas, as shown on Figures 3 to 5. On-street work zones will be established, adjacent to the construction compounds in Herring Road and Talavera Road. During this period, construction vehicles would include 8.8 metre concrete mixers and large rigid trucks for construction material deliveries. The on-site materials handling area and the on-street work zones will be managed and controlled by qualified traffic controllers.

2.34 The peak activity generated during the construction period will occur during concrete pours. It is estimated that during peak periods there will be up to two to three concrete pours per week.

2.35 The number of concrete trucks generated during a concrete pour will be in the range of some 40 to 50 concrete trucks per day for large pours and some 20 to 30 concrete trucks per day for moderate size pours. This traffic generation translates to an average of 4 to 5 truck loads of concrete per hour or one truck delivery every 12 to 15 minutes over the day, for large pours.

2.36 At other times, the number of construction vehicles associated with the delivery of reinforcement, formwork and other construction materials, including the removal of waste bins, will be 10 to 15 trucks per day.

2.37 Whilst, these are relatively modest traffic flows, construction traffic will be managed in order to reduce the impact on the on-going operation of the centre and to minimise the overall traffic effects on the surrounding road network. The surround road network and its intersections will be able to cater for the construction traffic.

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2.38 Construction traffic will be managed by the following measures:

 control the hours of construction work;

 control the size of construction vehicles;

 ensure that trucks travel to and from the site along designated truck routes;

 carefully manage and control on-site construction activity and construction access driveways;

 ensure that truck drivers are advised of the construction traffic management procedures; and

 co-ordinate and manage the arrival of trucks removing demolition/ excavation material and delivery of construction material to/from the site.

Construction Workers

2.39 It is anticipated that during the construction period, there would be some 100 to 250 construction workers on the site at various stages during construction. Construction workers will be encouraged to use public transport services when travelling to and from the site. The site has good access to the Macquarie University railway station and bus services on Herring Road. Public transport timetables will be made available to all workers.

2.40 All construction workers will be required to undergo site induction before access to the site is permitted. During the induction process and at more regular tool

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CHAPTER 2

time talks, workers will be encourage to use public transport and not to park on public roads. Appropriate on-site storage facilities, for the storage of tools, will be provided for construction workers.

Pedestrians

2.41 Pedestrian routes in the vicinity of the site will be maintained during the construction activity. This will include pedestrian footpaths adjacent to the site in Herring Road, Waterloo Road and Talavera Road. Pedestrian activity along Herring Road and Talavera Road will be protected with the provision of Class B construction hoardings, to enable construction material to be lifted onto the site during construction. An opening will be provided in the hoarding and construction fencing on Level 2A for access to and from the western construction compound adjacent to Herring Road for demolition, excavation and construction vehicles.

2.42 The opening in the construction fencing at the construction access driveway will be managed and controlled by qualified traffic controllers. Pedestrian warning signs will be erected adjacent to the driveways and on pedestrian paths adjacent to the construction activity, in accordance with SafeWork NSW requirements. Pedestrian corridors and pathways will be temporarily diverted within the centre to allow for the construction activity and to maintain the on-going operation of the centre.

2.43 The movement of trucks entering and exiting the site, and the movement of pedestrians across the construction access driveway when in use, will be managed and controlled by traffic controllers.

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2.44 As shown in the Construction Management Plan prepared by TCB Project Management, a temporary pedestrian access will be provided through the centre linking to the Herring Road bus interchange, associate with the on-going operation of the centre. The temporary pedestrian access will be located at the northern end of the construction compound and will replace existing pedestrian corridors within the centre that will be demolished as a result of the construction activity.

Work Zones

2.45 During construction, on-street work zones will be established in Herring Road and Talavera Road, subject to the approval of Ryde City Council, adjacent to the construction compounds, as shown on Figures 3 to 5. The work zones will be used as a crane lifting point for material deliveries to the site during construction. The Herring Road work zone will be required for the construction of the new retail precinct and ice rink at the western end of the site. The second work zone located adjacent to Talavera Road, will be required for the construction of the additional parking levels above the multi-deck car park, as shown on Figure 5. The number and location of the work zones will be identified in the final Construction Pedestrian and Traffic Management Plan to be prepared by the contractor/builder prior to the commencement of construction.

2.46 Existing traffic lanes in Herring Road and Talavera Road, adjacent to the work zones, will be maintained throughout the period of construction. The work zone time restrictions will be in accordance with the work zone permit issued by Ryde City Council.

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Tower Cranes

2.47 Prior to the commencement of the main structural works, tower cranes will be delivered and erected on site.

2.48 Two cranes will be located adjacent to Waterloo Road and Herring Road to facilitate the construction of the new retail precinct and ice rink at the western end of the site. The third tower crane will be located adjacent to Talavera Road for the construction of the new parking levels above the multi deck car park. The cranes will be used to lift and transport construction material from the on street work zones in Herring Road and Talavera Road, to the designated on-site material handling areas.

2.49 Machine floats will be used to deliver the tower cranes and a mobile crane will be used to erect the cranes on the site. The use of machine floats, for the delivery and removal of plant and equipment, and the use of mobile cranes on public roads will be subject of a separate application/permit and separate approval from Ryde City Council. In order to minimise traffic disruption during the delivery of the tower cranes, it is proposed to undertake this work during evening/early morning periods. All plant and equipment deliveries will be carried out in accordance with Council’s requirements and the NSW Police regulations.

2.50 A Road Occupancy Form will be presented to Ryde City Council and to the RMS/TfNSW to facilitate the erection and dismantling of the tower cranes and for any works on road in the vicinity of the site.

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CHAPTER 2

Community Public Consultation

2.51 In regards to community public consultation process relating to the staging of construction and the timeframe for the completion of each stage of the development/construction process, the site contractor will undertake meetings and discussions with Ryde City Council and other authorities. A community liaison group (CLG) will be established to meet with the various stakeholders to discuss the construction process and to provide a line of communication with regards to the project. The CLG will also inform and take into consideration other construction projects in the vicinity of the site.

2.52 In addition to the CLG, for matters relating to the construction process, project status and complaints relating to construction activity, the site contractor will establish a 24 hour feedback telephone hotline and complaints register, and establish procedures to respond to issues raised by stakeholders, public and community groups. A dedicated website will be established containing information about the project, status of work and other relevant notices.

Principles of Construction Traffic Management

2.53 At this stage the overall construction methodology, process and staging of the proposed development have not been finalised. The appointed contractor/builder will be responsible for the preparation of the Construction Pedestrian and Traffic Management Plans for the various stages of construction, including enabling works, demolition, excavation and construction works, which will be carried out prior to the commencement of construction.

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2.54 The Construction Pedestrian and Traffic Management Plans will include detailed information regarding documentation of work site operations, signage, construction fencing/hoarding, overhead protection, safety barriers and line marking details, in accordance with the Australian Standards and the Roads and Maritime Services’ Manual for Traffic Control at Work Sites. Traffic control at work sites will be undertaken with specific reference to SafeWork NSW requirements and the company’s own Occupational Health and Safety Manual. Signage detail, traffic management and the control of pedestrians in the vicinity of the site, and the control of construction vehicles to and from the site, will be the responsibility of the contractor/builder.

2.55 The overall principles for traffic management during construction of the development will include:

 construction activity will be coordinated with the construction of other developments in the vicinity of the site, including the Herring Road bus interchange;

 all construction activity, including the loading and unloading of trucks, to be provided for on-site and within the designated on-street work zones;

 maintain appropriate parking for customers, associated with the on-going operation of the centre;

 maintain access to properties located in the vicinity of the site at all times during the construction process;

 minimise loss of on-site parking;

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 maintain access for delivery vehicles associated with the continued operation of the shopping centre;

 manage and control construction traffic movements on the adjacent road network and vehicles movements to and from the construction site;

 trucks to enter and exit the site in a forward direction;

 maintain traffic capacity at intersections and mid block in the vicinity of the site;

 restrict construction vehicle activity to designated truck routes through the area;

 construction works will be staged to minimise traffic effects and to maintain the continued operation of the shopping centre;

 construction vehicle work zones to be provided adjacent to the construction activity;

 existing traffic lane arrangements in Herring Road and Talavera Road, adjacent to the work zones, will be maintained throughout the period of construction;

 construction access driveways and on-street work zones to be managed and controlled by qualified traffic controllers;

 provide a convenient and appropriate environment for pedestrians;

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 minimise effects on pedestrian movements and amenity;

 maintain appropriate capacity for pedestrians at all times along footpaths adjacent to the shopping centre;

 maintain appropriate pedestrian access to the shopping centre from Herring Road and from the various on-site parking areas during construction;

 maintain convenient access and circulation for public transport;

 pedestrian movements adjacent to construction activity, across construction access driveways and to/from public transport facilities along Herring Road and to/from the various on-site car parking areas will be managed and controlled by site personnel;

 traffic marshals will manage and control traffic movements on the surrounding road network adjacent to the shopping centre to ensure appropriate access to adjacent properties and to maintain two-way access at all times during the construction period;

 construction fencing will be erected around the perimeter of the construction sites. Hoardings, scaffolding and overhead protection will be provided where required;

 concrete barriers and containment fencing will be erected adjacent to the construction activity to separate general traffic from the construction work and to protect pedestrians;

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 pedestrian warning signs and construction safety signs/devices to be utilised in the vicinity of the site and to be provided in accordance with SafeWork NSW requirements;

 site contractor to be responsible for the management of the site, the movement of trucks on and off the site, signage detail, traffic management and control of pedestrians and management and control of construction vehicles in the vicinity of the site; and

 construction activity to be carried out in accordance with Council’s approved hours of work.

21 11494 - Macquarie Centre CTMP

SITE LOCATION

Location Plan

Colston Budd Rogers & Kafes Pty Ltd

DRAWN BY CBRK Pty Ltd_mc Ref: 11494 27.08.2020 Figure 1 11494 - Macquarie Centre CTMP

PROPOSED ON-STREET WORK ZONE

HERRING ROAD CONSTRUCTION COMPOUND

PROPOSED ON-STREET WORK ZONE

TALAVERA ROAD CONSTRUCTION COMPOUND

807

Indicative Construction Zones

Colston Budd Rogers & Kafes Pty Ltd

DRAWN BY CBRK Pty Ltd_mc Ref: 11494 28.08.2020 Figure 2 MAINTAIN PEDESTRIAN ACCESS MAINTAIN PEDESTRIAN UNLOADING AREA MATERIALS HANDLING ACCESS AND TRUCKLOADING/ ON-STREET WORKS ZONE Colston BuddRogers &KafesPtyLtd DRAWN BY CBRKPtyLtd_mc Ref:11494 BY QUALIFIEDSITEPERSONNEL. BE MANAGEDANDCONTROLLED BE PROVIDEDONLEVEL2A. CONSTRUCTION SITEACCESSTO CONSTRUCTION SITEACCESSTO

IS INUSE)TOBEMANAGEDAND PERSONNEL. PEDESTRIANMOVEMENTS SERVICE VEHICLEACCESSTOBEMANAGED CONTROLLED BYFLAGMAN. ACROSS DRIVEWAY(WHENTHE AND CONTROLLEDBYQUALIFIEDSITE S2 S1 28.08.2020 S1

S2 LOADING DOCK EXISTING WOOLWORTHS MAINTAIN OPERATIONOF

MAINTAIN SERVICE ONTO HERRINGROAD VEHICLE EGRESS

S2 6663 S1

S1 S2 CRANE LOCATION FRONTAGE FORPEDESTRIAN HOARDING ALONGSITE ERECT CLASSBCONSTRUCTION SAFETY DURING CONSTRUCTIONFORTHE SHOPPING CENTRE ONGOING OPPERATIONOFTHE TEMPORARY PEDESTRIANACCESS Draft Construction, Pedestrian and Traffic ManagementPlan 11494 -MacquarieCentreCTMP NOTE: Management Planshouldnotbeused measures proposedaresubjecttosurvey utilities kerblines,dimensionsandtraffic Sketch Planonly.Propertyboundaries, Standards AS1742.1,AS1742.2, Signs tobelocatedinaccordancewith as theTrafficControlPlan. approval byWorkCover.ThisTraffic only andaresubjecttofinaldesign and finaldesignofaTrafficControlPlan. Traffic measuresproposedareconcept the principlesoftrafficmanagement. This TrafficManagementPlanpresents the TrafficControlPlanandAustralian AS1742.3, andAS1742.10. 7384 LEGEND S2 S1 PROVIDED WHEREREQUIRED. BE PROVIDEDAROUNDTHEBALANCE OVERHEAD PROTECTIONTOBE OF THECONSTRUCTIONSITE. CLASS ACONSTRUCTIONFENCINGTO MAINTAIN EXISTINGBUS OPERATIONS INHERRINGROAD CONSTRUCTION VEHICLES CROSSING ACCESS ONLY CAUTION Figure 3 Level 2A 11494 - Macquarie Centre CTMP

SERVICE VEHICLE ACCESS TO BE MANAGED MAINTAIN SERVICE ERECT CLASS B CONSTRUCTION TEMPORARY PEDESTRIAN ACCESS MAINTAIN EXISTING BUS AND CONTROLLED BY QUALIFIED SITE VEHICLE EGRESS HOARDING ALONG SITE DURING CONSTRUCTION FOR THE OPERATIONS IN HERRING ROAD PERSONNEL. PEDESTRIAN MOVEMENTS ONTO HERRING ROAD FRONTAGE FOR PEDESTRIAN ONGOING OPPERATION OF THE ON-STREET ACROSS DRIVEWAY (WHEN THE DRIVEWAY SAFETY SHOPPING CENTRE WORKS ZONE IS IN USE) TO BE MANAGED AND CONTROLLED BY FLAGMAN. 6663 S2

S2

S1 S1

MAINTAIN PEDESTRIAN ACCESS CLASS A CONSTRUCTION FENCING TO

7384 BE PROVIDED AROUND THE BALANCE OF THE CONSTRUCTION SITE. OVERHEAD PROTECTION TO BE PROVIDED WHERE REQUIRED.

CRANE LOCATION MATERIALS HANDLING AND TRUCK LOADING / UNLOADING AREA

MAINTAIN PEDESTRIAN ACCESS

LEGEND

CONSTRUCTION S1 ACCESS ONLY

CAUTION S2 VEHICLES CROSSING

NOTE: Sketch Plan only. Property boundaries, utilities kerblines, dimensions and traffic measures proposed are subject to survey and final design of a Traffic Control Plan.

This Traffic Management Plan presents the principles of traffic management. Traffic measures proposed are concept only and are subject to final design and approval by Work Cover. This Traffic Management Plan should not be used as the Traffic Control Plan.

Signs to be located in accordance with the Traffic Control Plan and Australian Standards AS1742.1, AS1742.2, AS1742.3, and AS1742.10.

Draft Construction, Pedestrian and Traffic Management Plan

Colston Budd Rogers & Kafes Pty Ltd Level 3A DRAWN BY CBRK Pty Ltd_mc Ref: 11494 28.08.2020 Figure 4 11494 - Macquarie Centre CTMP

WORKS ZONE TO BE MANAGED AND CONTROLLED BY QUALIFIED SITE PERSONNEL. PEDESTRIAN MOVEMENTS NEAR WORKS ZONE (WHEN THE IN USE) TO BE MANAGED AND CONTROLLED BY FLAGMAN.

WORKS ZONE

ERECT CLASS B CONSTRUCTION HOARDING ALONG SITE FRONTAGE FOR PEDESTRIAN SAFETY

CRANE LOCATION

CONSTRUCTION FENCING TO BE PROVIDED AROUND THE BALANCE OF THE CONSTRUCTION SITE. OVERHEAD PROTECTION TO BE PROVIDED WHERE REQUIRED.

NOTE: Sketch Plan only. Property boundaries, utilities kerblines, dimensions and traffic measures proposed are subject to survey and final design of a Traffic Control Plan.

This Traffic Management Plan presents the principles of traffic management. Traffic measures proposed are concept only and are subject to final design and approval by Work Cover. This Traffic Management Plan should not be used as the Traffic Control Plan.

Signs to be located in accordance with the Traffic Control Plan and Australian Standards AS1742.1, AS1742.2, AS1742.3, and AS1742.10.

Draft Construction Pedestrian and Traffic Management Plan

Colston Budd Rogers & Kafes Pty Ltd DRAWN BY CBRK Pty Ltd_mc Ref: 11494 27.08.2020 Figure 5 11494 - Macquarie Centre CTMP

Truck Routes

Colston Budd Rogers & Kafes Pty Ltd

DRAWN BY CBRK Pty Ltd_mc Ref: 11494 27.08.2020 Figure 6

Colston Budd Rogers & Kafes Pty Ltd

APPENDIX A

APPENDIX A

CONSTRUCTION STAGING PLANS

STAGE 1 - LEVEL 2A LEGEND OF STAGING PLAN EXISTING RETAIL WORK ZONE CRANE RADIUS 6.4t @ 74m TIME FRAME - APPROX. 13 MONTHS EXISTING MALL/ C.P. DEMOLISH & EXCAVATION CONSTRUCTION ZONE “B CLASS” HOARDING

COMPLETE TEMPORARY PEDESTRIAN ACCESS

POSSIBLE EARLY WORKS EXCAVATION ALONGSIDE EGRESS FROM TUNNELS EGRESS ZONE SYDNEY METRO STATION, BELOW NEEDS TO BE FOTTINGS ETC FOR FUTURE MAINTAINED PLAZA

MATERIALS HANDLING ZONE

3m

EXISTING DOCK2m

1m

MODIFY L1 EGRESS TUNNELS UNDER DOCK

2m 1m

2m

2m

2m

STAGE 1 - ICE RINK/CINEMAS - L2A PLAN

20 07 STAGELEVEL - 3A1 LEGENDOFSTAGING PLAN EXISTINGRETAIL WORKZONE CRANERADIUS@ 74m 6.4t TIMEFRAME APPROX. - MONTHS13 EXISTINGMALL/C.P. DEMOLISHEXCAVATION& CONSTRUCTIONZONE CLASS”“B HOARDING

COMPLETE TEMPORARYPEDESTRIAN ACCESS CLASS”“B HOARDING FOR ACCESS POSSIBLEEARLY WORKS FORFIREEGRESS ROUTE

FINALSTAGE OFBUILDING/ REFURBISHMENT 2.5m

MATERIALS INDICATESTEMPORARY CUSTOMER HANDLING DEMOLISH ACCESSPSSAGE (HOARDING) ZONE RINKICE FROMHERRING ROAD

COMMON LOBBY 1.9m RETAINSLAB & CINEMA - TOILETS CLOSED STRUCTUREBELOW TICKETS (TOILETSATGOLD CLASS & STAGINGOFMALL REFURB CANDYBAR TEMP ATREAR OFCINEMA COMPLEX ANDALTERATIONS OFVT FOYER GOLD REMAINOPEN) TBC CLASS FUTUREESCALATORS LOUNGE TICKETING - FOYER REMAINS OPEN TOLEVEL 4

NEWRETAIL NEWVMAX

NEW NEW GA GA

2m

NEWGA TEMPORARYACCESS TOCINEMAS VIA HOARDING

DIVERTCINEMA PLANTONTO NEW PLANTDECKS ON EXISTINGROOF OVER

STAGE 1 - ICE RINK/CINEMAS - L3A PLAN

20 07 STAGELEVEL - 2A2 LEGENDOFSTAGING PLAN EXISTINGRETAIL WORKZONE CRANERADIUS@ 74m 6.4t TIMEFRAME APPROX. - MONTHS11 EXISTINGMALL/C.P. DEMOLISHEXCAVATION& CONSTRUCTIONZONE CLASS”“B HOARDING

COMPLETE TEMPORARYPEDESTRIAN ACCESS

POSSIBLEEARLY WORKS EXCAVATIONFOR SUBSTATION ESCALATORBETWEEN EGRESSZONE ABOVE ANDTRUCK TUNNEL ANDL2 TOL3BE COMPLATEDATEND OFSTAGE 2 LOADINGZONE

CARPARK DEMO EXCAVATION ICE RINKICEDEMO NEW 2m LIFT 3m

NEWSLAB

EXISTINGDOCK 2m

1m

1m

2m 1m

WOOLWORTHS

2m

2m

2m

STAGE 2 - MAIN RETAIL - L2A PLAN

20 07 STAGELEVEL - 3A2 LEGENDOFSTAGING PLAN EXISTINGRETAIL WORKZONE CRANERADIUS@ 74m 6.4t TIMEFRAME APPROX. - MONTHS11 EXISTINGMALL/C.P. DEMOLISHEXCAVATION& CONSTRUCTIONZONE CLASS”“B HOARDING

COMPLETE TEMPORARYPEDESTRIAN ACCESS CLASS”“B HOARDING FOR ACCESS EGRESS POSSIBLEEARLY WORKS TEMPORARYRINKICE FROM FOREGRESS ROUTE EGRESSTOHERRING ROAD BELOW

LOADINGZONE

ESCALATORBETWEEN L2 ANDL2 TOL3BE COMPLETEDATEND OFSTAGE 2

DEMOLISH ICE RINKICE

6m COMMON 3m LOBBY 1m

TICKETS CANDYBAR TEMP FOYER GOLD CLASS 2m LOUNGE

NEWRETAIL NEWVMAX

NEW NEW GA GA 1m 2m 1m 2m NEWGA 1m 2m

3.6m

STAGE 2 - MAIN RETAIL - L3A PLAN

20 07 STAGELEVEL - 4AMEZZ2 LEGENDOFSTAGING PLAN EXISTINGRETAIL WORKZONE CRANERADIUS@ 74m 6.4t TIMEFRAME APPROX. - MONTHS13 EXISTINGMALL DEMOLISHEXCAVATION& CONSTRUCTIONZONE CLASS”“B HOARDING

COMPLETE TEMPORARYPEDESTRIAN ACCESS

POTENTIALTEMP DEMO EGRESSSTAIRFROM RINKICEROOF BIOBOX.VMAX

3m

1m 2m EX. PLANTEX. 1m 1m NEWBIOBOX EGRESS VIA EXISTINGVIA EXIT

NEW NEW CINEMAS ICE RINKICE BELOW BELOW EX. PLANT EXISTINGROOF

1m 1m PLANTEX.

2m

STAGE 2 - MAIN RETAIL - L4 MEZZ PLAN

20 07 STAGELEVEL - 4A2 LEGENDOFSTAGING PLAN EXISTINGRETAIL WORKZONE CRANERADIUS@ 74m 6.4t TIMEFRAME APPROX. - MONTHS11 EXISTINGMALL DEMOLISHEXCAVATION& CONSTRUCTIONZONE CLASS”“B HOARDING

COMPLETE TEMPORARYPEDESTRIAN ACCESS

LOADING ZONE

DEMOLISH ICE RINKICEROOF

3m

1m 3m 2m

2m

2m

2m EXISTING EX. ROOF ROOF EX. OVER B.B. CINEMA

1m 1m EX. BIOBOXEX.

2m

STAGE 2 - MAIN RETAIL - L4A PLAN

20 07 STAGELEVEL 2A- 3A LEGENDOFSTAGING PLAN EXISTINGRETAIL WORKZONE CRANERADIUS@ 74m 6.4t TIMEFRAME APPROX. - MONTHS10 EXISTINGMALL/C.P. DEMOLISHEXCAVATION& CONSTRUCTIONZONE CLASS”“B HOARDING

TIE IN STAGEIN TIE 1 COMPLETE TEMPORARYPEDESTRIAN ACCESS CLASS”“B HOARDING FOR ACCESS EGRESSZONE TO COMPLETEPLAZA

LOADINGZONE

NEWRETAIL 2m EXISTINGSHOPS TOBE DEMOLISHED IN L3ACONSTRUCTION FINALSTAGE OFBUILDING/ NEWRETAIL REFURBISHMENT 3m 9m INDICATESTEMPORARY CUSTOMER ACCESSPASSAGE (HOARDING) 3m FROMHERRING ROAD NEWRETAIL 6m MALL 7m 3m 6m 1m BUILDESCALATORS 1m BETWEENANDSTAGEL2 IN L3 2 TICKETS POSSIBLE IF CANDYBAR FOYER ESCALATORS 2m TOLEVEL 4

NEWRETAIL NEWVMAX

NEW NEW GA GA 1m 2m 1m 2m 2m NEWGA 1m 2m

3.6m

STAGE 2A - NORTHERN END RETAIL - L3A PLAN

20 07 STAGELEVEL 2A- 4A LEGENDOFSTAGING PLAN EXISTINGRETAIL WORKZONE CRANERADIUS@ 74m 6.4t TIMEFRAME APPROX. - MONTHS10 EXISTINGMALL DEMOLISHEXCAVATION& CONSTRUCTIONZONE CLASS”“B HOARDING

COMPLETE TEMPORARYPEDESTRIAN ACCESS

LOADING ZONE

1m 2m NEWRETAIL 1m L4A CONSTRUCTION

2m 2m

NEWRETAIL MALL

3m

1m 3m 2m

2m

2m ESCALATORBETWEEN L3 ANDL3 L4 2m EXISTING EX. ROOF ROOF OVER OVERLID CINEMA EX. CINEMA AMENITIESBUILT B.B. STAGEIN 2

1m 1m EX. BIOBOXEX.

2m

STAGE 2A - NORTHERN END RETAIL - L4A PLAN

20 07 STAGELEVEL 2A- 2A LEGENDOFSTAGING PLAN EXISTINGRETAIL WORKZONE CRANERADIUS@ 74m 6.4t TIMEFRAME APPROX. - MONTHS10 EXISTINGMALL/C.P. DEMOLISHEXCAVATION& CONSTRUCTIONZONE CLASS”“B HOARDING

COMPLETE TEMPORARYPEDESTRIAN ACCESS

POSSIBLEEARLY WORKS EGRESSZONE ABOVE

LOADING ZONE

1.5m

NEWRETAIL 1.5m

MALL 1.5m 2m NEW 3m LIFT 3m 2m TEMPORARYCUSTOMER

NEWSLAB ACCESSPASSAGE/HOARDING

FUTUREESCALATOR EXISTINGDOCK 2m

1m STAGINGOFMALL VT+ MODIFICATIONSTBC 1m

2m 1m

WOOLWORTHS

2m

2m

2m

STAGE 2A - NORTHERN END RETAIL - L2A PLAN

20 07