Traffic Impact Assessment.Pdf

Traffic and Transport Assessment 54-60 Cubitt Street, Cremorne – Office Development

Traffic and Transport Assessment

54-60 Cubitt Street, Cremorne – Office Development

V200238

Prepared for Gywnne St Developments PTY LTD

12 November 2020

12 November 2020 Cardno i Traffic and Transport Assessment 54-60 Cubitt Street, Cremorne – Office Development

Contact Information Document Information

Cardno Victoria Pty Ltd Prepared for Gywnne St Developments ABN 47 106 610 913 PTY LTD

Project Name 54-60 Cubitt Street, Level 4 Cremorne – Office 501 Swanston Street Development Melbourne VIC 3000 Australia File Reference V200238REP001F03.docx

www.cardno.com Job Reference V200238 Phone +61 3 8415 7777 Fax +61 3 8415 7788 Date 12 November 2020

Version Number F03

Author(s):

James Aloi Effective Date 12/11/2020 Engineer – Traffic, Transport & Parking

Approved By:

Eric Kydd Date Approved 12/11/2020 Associate – Traffic, Transport & Parking

Document History

Version Effective Date Description of Revision Prepared by Reviewed by

D01 14/05/2020 First Draft James Aloi Eric Kydd D02 26/05/2020 Final Draft James Aloi Eric Kydd F01 29/05/2020 Final Report James Aloi Eric Kydd F02 13/10/2020 Final Report - RFI Response James Aloi Eric Kydd F03 12/11/2020 Amended Final Report James Aloi Eric Kydd

© Cardno. Copyright in the whole and every part of this document belongs to Cardno and may not be used, sold, transferred, copied or reproduced in whole or in part in any manner or form or in or on any media to any person other than by agreement with Cardno.

This document is produced by Cardno solely for the benefit and use by the client in accordance with the terms of the engagement. Cardno does not and shall not assume any responsibility or liability whatsoever to any third party arising out of any use or reliance by any third party on the content of this document.

V200238 | 12 November 2020 | Commercial in Confidence ii Traffic and Transport Assessment 54-60 Cubitt Street, Cremorne – Office Development

Table of Contents

1 Introduction 1 2 Background and Existing Conditions 2 2.1 Location & Land Use 2 2.2 Planning Zones 3 2.3 Road Network 4 2.4 Sustainable Transport 4 3 Proposed Development 8 3.1 General 8 3.2 Car Parking 8 3.3 Bicycle Parking 8 3.4 Waste Collection 8 4 Design Considerations 9 4.1 Site Access 9 4.2 Car Parking 9 4.3 Gradients 9 4.4 Bicycle Parking 10 4.5 Waste Collection 10 5 Car Parking Considerations 11 5.1 Statutory Car Parking Requirements – Clause 52.06 11 5.2 Car Parking Demand Assessment 12 5.3 Adequacy of Proposed Parking Provision 16 6 Bicycle Parking Considerations 17 6.1 Statutory Bicycle Parking Requirements – Clause 52.34 17 6.2 End of Trip Facilities 17 7 Traffic Considerations 18 8 Conclusions 19 Appendices

Appendix A Architectural Plans Appendix B Swept Path Analysis Appendix C Bicycle Rail Specifications Appendix D Car Stacker Specifications

V200238 | 12 November 2020 | Commercial in Confidence iii Traffic and Transport Assessment 54-60 Cubitt Street, Cremorne – Office Development

Tables

Table 2-1 Public Transport Services 5 Table 2-2 Share Car Locations 7 Table 5-1 Planning Scheme Car Parking Requirements 11 Table 6-1 Planning Scheme Bicycle Parking Requirements 17 Table 6-2 Planning Scheme End of Trip Requirements – Clause 52.34-3 17

Figures

Figure 2-1 Locality Plan 2 Figure 2-2 Aerial Photograph 3 Figure 2-3 Zoning Map 3 Figure 2-4 TravelSmart Map for the City of Yarra 4 Figure 2-5 Public Transport Map 5 Figure 2-6 Principle Public Transport Network (PPTN) 6 Figure 2-7 Walk Score Travel Time Map (10 minutes) 7 Figure 5-1 Swan Street Structure Plan 16

V200238 | 12 November 2020 | Commercial in Confidence iv Traffic and Transport Assessment 54-60 Cubitt Street, Cremorne – Office Development

1 Introduction

Cardno has been engaged by Pandolfini Architects to prepare a Traffic and Transport Assessment for Gywnne St Developments PTY LTD in relation to the proposed office development of the site located at 54- 60 Cubitt Street, Cremorne. It is proposed that the subject site is to be established as a six-storey office building with a roof-top terrace. The purpose of this assessment is to assess the anticipated traffic, transport and parking implications of the proposed development. In the course of preparing this assessment, plans of the development prepared by Pandolfini Architects have been examined and relevant background information has been reviewed.

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2 Background and Existing Conditions

2.1 Location & Land Use The subject site is located at 54-60 Cubitt Street, Cremorne, which is approximately 80 metres north of Kelso Street as presented in Figure 2-1. It is comprised of two lots, 54 Cubitt Street and 60 Cubitt Street. The site is rectangular in shape and has an area of approximately 630 square metres with a frontage to Cubitt Street of approximately 22 metres. The site also abuts a mixture of single and double story commercial and residential buildings. Currently, 54 Cubitt Street is occupied by a mixed single and double storey brick warehouse, and 60 Cubitt Street is occupied by single storey terrace houses. Vehicular access is currently provided as follows: > 54 Cubitt Street has two single width crossovers, one providing access into the existing warehouse and the other providing access to a driveway; and > 60 Cubitt Street has no existing crossovers. An aerial photograph of the site and surroundings is presented in Figure 2-2.

Figure 2-1 Locality Plan

SUBJECT SITE

Source: Melways Online (9 April 2020)

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Figure 2-2 Aerial Photograph

SUBJECT SITE

Source: Nearmap (Dated 17 February 2020)

2.2 Planning Zones Figure 2-3 demonstrates that the subject site is located within the Commercial 2 Zone (C2Z). The permitted uses for the C2Z are listed in Clause 34.02 of the Yarra Planning Scheme.

Figure 2-3 Zoning Map

SUBJECT SITE

Source: VicPlan (9 April 2020)

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2.3 Road Network

2.3.1 Cubitt Street Cubitt Street operates as a one-way northbound council local road, aligned in a north-south direction. Cubitt Street carries traffic from the south at Kelso Street through to Stephenson Street to the north. Within the vicinity of the subject site, a 6-metre-wide carriageway allows for northbound flows. Parking on the east side of Cubitt Street is a mix of ‘No Stopping’, ‘Loading Zone’ and time restricted parking. ’No Stopping’ restrictions occupy the entire western side of Cubitt Street. The urban default speed limit of 50km/h applies to Cubitt Street over its entirety.

2.3.2 Stephenson Street In the vicinity of the subject site, Stephenson Street operates as a two-way council local road however converts to one-way south of Dunn Street. Cubitt Street traffic flows out into the two-way section of Stephenson Street. Within the vicinity of Cubitt Street, Stephenson Street is configured with a 7-metre-wide carriageway, extending to 10.5 metres at Cremorne Street. There is time-restricted parallel parking allowed on the southern side of the road, with ‘No Stopping’ zones across the northern side. The urban default speed limit of 50km/h applies to Stephenson Street over its entirety.

2.3.3 Kelso Street Kelso Street operates as a two-way council local road, aligned in an east to west direction from Punt Road to the west to Stephenson Street to the east. Within the vicinity of the Cubitt Street, Kelso Street is configured with a 4.5 to 5.5-metre-wide carriageway. West of Cubitt Street there is a mixture of ‘No Stopping’, ‘Permit Zone’ and time-restricted parallel parking allowed on the southern side of the road, with ‘No Stopping’ zones across the northern side. East of Cubitt Street, there is no on-street parking allowed. The urban default speed limit of 50km/h applies to Kelso Street over its entirety.

2.4 Sustainable Transport

2.4.1 TravelSmart TravelSmart is a state government initiative that uses travel planning to reduce people's dependency on cars and encourages them to choose sustainable transport alternatives such as walking, cycling, public transport and carpooling. A view of the Yarra TravelSmart map is shown in Figure 2-4.

Figure 2-4 TravelSmart Map for the City of Yarra

SUBJECT SITE

Source: Yarra City Council TravelSmart Map (2020)

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2.4.2 Public Transport The subject site exhibits good connection to public transport facilities. The site is located approximately 450m walking distance from the Richmond Railway Station which services the Alamein, Belgrave, Cranbourne, Frankston, Glen Waverley, Lilydale, Pakenham and Sandringham train lines. The East Richmond rail station is also located within 750m walking distance which further services the Alamein, Belgrave, Glen Waverley and Lilydale train lines. Furthermore, tram route 70 operates along Swan Street, with the nearest stop being approximately 275m north of the subject site and tram route 78 operates along Church Street, approximately 450m to the east of the subject site. Bus routes 246, 605 and 969 (Night Bus) all offer stops within close proximity to the site. The nearby public transport service routes are presented in Figure 2-5 and list in Table 2-1.

Figure 2-5 Public Transport Map

SUBJECT SITE

Source: Public Transport Victoria (PTV) Metropolitan Local Area Map for City of Yarra (2020)

Table 2-1 Public Transport Services Service Route Route Description Nearest Stop Approx. Walking No. Distance Train - Alamein Railway Line (Metro) Richmond Railway 450m Belgrave Railway Line (Metro) Station Cranbourne Railway Line (Metro) Frankston Railway Line (Metro) Glen Waverley Railway Line (Metro) Lilydale Railway Line (Metro) Pakenham Railway Line (Metro) Sandringham Railway Line (Metro) Tram 70 Waterfront City Docklands – Wattle Park Cremorne St/Swan St 400m 78 North Richmond – Balaclava via Prahran Balmain St/Church St 700m Bus 246 Elsternwick – Clifton Hill via St Kilda Swan St/Punt Rd 600m 605 Gardenvale – City via Kooyong Road Dobson St/Alexandra 700m Ave 969 Night Bus – City – Caulfield – Ferntree Gully Rd – Swan St/Punt Rd 600m Rowville – Wantirna – Ringwood

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The subject site also falls within the Principal Public Transport Network (PTTN), as indicated in Figure 2-6.

Figure 2-6 Principle Public Transport Network (PPTN)

SUBJECT SITE

The PPTN is a statutory land use planning tool that supports integrated land use and transport planning by providing certainty to planners and the community about locations that are, or will be, served by high-quality public transport. It is designed to support integrated transport and land use planning, by encouraging more diverse and dense development near high-quality public transport to help support public transport usage.

2.4.3 Bicycle Network As shown within Figure 2-4, the site is well connected with both on-road and off-road bicycle lanes and paths which provide sound connections into and around the Melbourne Central Business District (CBD) as well as to the development site. On road bicycle lanes are provided along Church Street and Swan Street (west of Punt Road). Informal bicycle routes along Green Street, Balmain Street and Cremorne Street provide connections to the off-road cycle routes which run parallel with the Yarra River and provide connections to the Melbourne CBD. Furthermore, the formal bicycle lanes located on Lennox Street and Church Street, including the Yarra Trail off-road shared path, provide a quality means of north-south and east-west connectivity to the surrounding suburbs.

2.4.4 Pedestrian Infrastructure Adequate pedestrian access to the site is provided in the form of sealed pedestrian footpaths on the surrounding roads. For further context, a Walk Score has been derived that indicates the site is both a “Walker’s Paradise” (i.e. daily errands do not require a car) and “Rider’s Paradise” (the site is connected to ‘world-class’ public transportation) with scores of 93 and 92 out of 100 achieved for both categories, respectively. This is reflective of the site’s proximity to everyday needs such as public transport, shopping, restaurants and other day-to-day activities. Shown in Figure 2-7 is the surrounding area of the subject site to which people can get to within a 10-minute walk. As shown, this area includes Richmond and East Richmond Railway Stations, along with five (5) Route 70 tram stops and three (3) Route 78 tram stops.

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Figure 2-7 Walk Score Travel Time Map (10 minutes)

2.4.5 Share Car Car sharing is becoming increasingly popular, particularly when parking availability is restrictive and expensive (such as the Richmond and Cremorne area). Car sharing operates similar to a car rental company, except that users join as members and are charged on an hourly rate rather than daily. Information published by Yarra City Council suggests that one share car vehicle typically replaces 7-10 privately owned vehicles, whilst VicRoads has released data suggesting that one share car vehicle can replace up to 14 privately owned cars. Additional information published by Flexicar suggests that every Flexicar replaces 9-13 privately owned vehicles. Table 2-2 outlines the locations of car share vehicles in close proximity to the subject site (no more than 800m walking distance from the site.

Table 2-2 Share Car Locations Company Location Walking Distance Intersection of Cremorne Street & Gough Street 385m Flexicar Intersection of Lennox Street & Gipps Street 700m Cremorne Street near Jessie Street 430m Lennox Street near Swan Street 530m 15 Swan Street (CarePark) (2 x private, 1 x delivery) 430m GoGet Cremorne Street near Gipps Street 700m Church Street near Willis Street 800m Church Street near Gibbons Street 800m

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3 Proposed Development

3.1 General Based on the plans prepared by Pandolfini Architects, it is proposed to develop the site for the purpose of an office development comprising five (5) levels with a net leasable (net lettable) floor area of 1,903 square metres. This includes all amenity areas, staff exercise room and terrace areas, not including the Rooftop Terrace. A café is proposed in the existing terrace houses to be restored, totalling 100 sq m. Restricted retail is also proposed across the Ground Floor and Mezzanine levels, totalling 85 sq m.

3.2 Car Parking A secured undercover car park has been provided and is accessible via Cubitt Street. It is proposed to provide 18 car parking spaces at ground floor in the form of a triple-stacker mechanical parking system (KLAUS multibase-G63-370).

3.3 Bicycle Parking A total of 22 bicycle parking spaces are provided within the subject site, including 10 horizontal ‘Arc de Triomphe’ parking rails within the secured car park area along the eastern wall from the driveway to the title boundary, and two (2) vertical ‘Ned Kelly’ parking rails on the outer walls in front of the café. Bicycle parking in the secured car park is for staff and visitors which are collocated and accessible to both users. Building employees and café or retail staff will be granted secure access, whereas visitors will need to use the pedestrian access and main foyer intercom to sign in and access the bicycle parking bays. Visitor access throughout the building will be monitored. The vertical rails at the front of the café are expected to be utilised specifically for café patrons. Both male and female end of trip facilities have been provided on the Mezzanine.

3.4 Waste Collection A bin store has been provided in the north-western corner of the ground floor. This bin store will be utilised for storage of staff waste and recyclables. It has been proposed from discussions between the client and Low Impact Development (LID) Consulting that the development waste be collected privately, with bin storage to be made up of: > 2 x 1,100L Garbage Bins (1,245mm x 1,370mm); > 2 x 1,100L Recycling Bins (1,245mm x 1,370mm); > 1 x 660L Food Waste Bin (850mm x 1,370mm); and > 1 x 240L E-Waste Bin (735mm x 580mm). It has been proposed that the private collection of these bins be conducted within the car park. As such, a Wastewise Mini collection vehicle (or similar) has been used as the design vehicle for swept path analysis, provided in Appendix A. Swept path analysis confirms this method of waste collection is acceptable. A bollard is proposed to be installed on the northern side of the driveway at the site’s eastern boundary to protect the angled façade and structural column maintaining a height clearance of at least 2.2m. It is noted that the Waste Wise Mini standard height is 2.08m, which clears the car park entrance height of 2100mm and the angled façade height clearance of 2.2m. The height clearance within the car park will also allow enough room for rear-loading waste collection. It is anticipated that the private contractor will position the waste collection vehicle in a manner that facilitates the safest method of bin emptying. It is anticipated that the 1,100L garbage and recycling bins will be collected on a weekly basis, the 660L food waste bin will be collected twice weekly (assuming that 20% of all waste is organic) and the e-waste bin to be collected as required.

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4 Design Considerations

4.1 Site Access The access design has been assessed against the requirements of the Yarra Planning Scheme and Australian Standards 2890.1-2004 – Off-Street Car Parking. The Driveway is approximately 3.3m wide at its narrowest point, which is acceptable under Clause 52.06-9 of the Planning Scheme, however AS2890.1 states that there must be 3.6m of space from wall to wall along the entire length of the driveway. At the narrowest section, the design provides 600mm of landscaped area along the northern edge of the driveway, and therefore satisfies both requirements. Vehicles are able to enter and exit the site in a forward direction, however the driveway will be used as a single-lane carriageway. This is considered acceptable due to the nature of the office development, that is, the majority of arrivals will occur during the AM peak, and the majority of departures will occur during the PM peak, resulting in rare on-site vehicle conflicts. Pedestrian sightlines, based on the drawings provided, are considered acceptable as the corner splay areas provide more than 50 per cent visibility 2 metres along the frontage road from the edge of the exit lane, and 2.5 metres along the exit lane from the frontage. To the north, vehicles will be able to see oncoming pedestrians with the gaps provided between the concrete columns, resulting in greater than 50 per cent visibility. It is understood that clear window glazing is proposed on the approach to the crossover to further enhance sightlines prior to the typical splay area. To the south, vehicles have clear sight lines both through and over the café’s north-eastern fence, so long as the planted area behind the fencing is maintained at below 900mm in height in line with Planning Scheme requirements. Overall the above reiterates that pedestrian sight lines are in accordance with the Planning Scheme.

4.2 Car Parking The car park design has been assessed against the requirements of the Yarra Planning Scheme and Australian Standards 2890.1-2004 – Off-Street Car Parking. All car parking spaces come in the form of triple-stacked mechanical parking (KLAUS multibase-G63-370), which are manufactured to satisfy the design requirements within the Planning Scheme. That is, all spaces are 2.5m wide and 4.9m long and can be accessed via a 6.4m-wide parking aisle. Clearance requirements are satisfied within the manufacturing specifications of the car stackers. The manufacturing specification sheet is provided in Appendix D. In order to fulfil the mechanical parking statutory requirement, it has been agreed that the design will allow for a 9.25m high pit, or 5.5m of headroom above ground level, so that 33% of vehicle spaces provided have a height clearance of 1.8m or greater. Swept path analysis of access to and from each car stacker to the driveway and ingress and egress at the site access has been completed and are provided within Appendix A. All swept paths show an acceptable level of vehicle egress, ingress and manoeuvrability throughout the entire development, including each car stacker, the car park aisle, driveway and vehicle crossover. It is noted that vehicles exiting the two southernmost car stackers require one corrective manoeuvre, in order to exit the car park in a forward direction, considered acceptable given the nature of the office development, and is allowed within relevant user class under Australian Standards.

4.3 Gradients There are no changes in gradient throughout the driveway or car park. The existing crossover is proposed to be extended northward, and therefore it is assumed that the existing crossover gradient conforms with statutory requirements (grade of less than 10% or 1:10), and will be matched during widening.

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4.4 Bicycle Parking Bicycle parking within the secured car park will be provided as ‘Arc De Triomphe’ horizontal rails (or similar). Bicycle parking at the front of the café will be provided as ‘Ned Kelly’ vertical rails (or similar). Specifications for both these types of bicycle railing are provided in Appendix C. Bicycle rails have been dimensioned in accordance with the Australian Standards. Aisles are generally in accordance with the Australian Standard, being at least 1.5 metres wide adjacent to bicycle spaces.

4.5 Waste Collection Waste collection is provided within the ground level car park, capable of servicing a 6.4 metre mini waste collection truck (Wastewise mini or similar). A minimum headroom clearance of 2.2 metres on the northern edge of the driveway is achieved, as well as 2.7m within the car park itself, comfortably accommodating the requirements for the waste collection vehicle, which requires 2.1 metres for circulation and 2.5 metres for bin collection. Swept path diagrams demonstrating entry and exit access to the loading area are provided in Appendix A. A conservative 600mm clearance line has been included as part of the Wastewise mini swept path analysis. Swept paths confirm that the body of the vehicle is clear of all obstructions however it is noted that the 600mm clearance line encroaches slightly on the proposed bollard. Given the nature of the development, the low speed environment of the frontage road and low traffic volumes anticipated, it is expected that this clearance is acceptable and waste collection operators will be able to safely access the site.

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5 Car Parking Considerations

5.1 Statutory Car Parking Requirements – Clause 52.06 Statutory requirements for the provision of car parking is set out in Clause 52.06 of the Planning Scheme. For car parking requirements, the rate provided in “Column B” is used according to the Schedule to the Parking Overlay. Application of this rate to the proposed office development is summarised in Table 5-1 below.

Table 5-1 Planning Scheme Car Parking Requirements Use NLA Rate Parking Measure Requirement Office 1,903 sq m 3 To each 100 sq m of net floor area 57 spaces Food & Drink 100 sq m 3.5 To each 100 sq m of leasable floor area 4 spaces Restricted Retail 85 sq m 2.5 To each 100 sq m of leasable floor area 2 spaces TOTAL 63 spaces

The above assessment indicates the proposed development has a statutory car parking requirement for 63 spaces. In this instance, the provision of 18 on-site car parking spaces does not meet the statutory requirements, and therefore, a dispensation for car parking spaces is consequently being sought to waive this requirement. Clause 52.06-7 of the Yarra Planning Scheme states that an application to reduce or waive the requirement for car spaces must be accompanied by a Car Parking Demand Assessment, which includes an assessment of the following: > The likelihood of multi-purpose trips within the locality which are likely to be combined with a trip to the land in connection with the proposed use; > The variation of car parking demand likely to be generated by the proposed use over time; > The short-stay and long-stay car parking demand likely to be generated by the proposed use; > The availability of public transport in the locality of the land; > The convenience of pedestrian and cyclist access to the land; > The provision of bicycle parking and end of trip facilities for cyclists in the locality of the land; > The anticipated car ownership rates of likely or proposed visitors to or occupants (residents or employees) of the land; and > Any empirical assessment or case study. Before granting a permit to reduce the number of spaces below the likely demand assessed by the Car Parking Demand Assessment, the responsible authority must consider the following, as appropriate: > The Car Parking Demand Assessment; > Any relevant local planning policy or incorporated plan; > The availability of alternative car parking in the locality of the land, including: - Efficiencies gained from the consolidation of shared car parking spaces; - Public car parks intended to serve the land; - On-street parking in non-residential zones; - Streets in residential zones specifically managed for non-residential parking; > On-street parking in residential zones in the locality of the land that is intended to be for residential use; > The practicality of providing car parking on the site, particularly for lots of less than 300 square metres; > Any adverse economic impact a shortfall of parking may have on the economic viability of any nearby activity centre

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> The future growth and development of any nearby activity centre; > Any adverse economic impact a shortfall of parking may have on the economic viability of any nearby activity centre > The future growth and development of any nearby activity centre; > Any car parking deficiency associated with the existing use of the land > Any credit that should be allowed for car parking spaces provided on common land or by a Special Charge Scheme or cash-in-lieu payment; > Local traffic management in the locality of the land; > The impact of fewer car parking spaces on local amenity, including pedestrian amenity and the amenity of nearby residential areas; > The need to create safe, functional and attractive parking areas; > Access to or provision of alternative transport modes to and from the land; > The equity of reducing the car parking requirement having regard to any historic contributions by existing businesses; > The character of the surrounding area and whether reducing the car parking provision would result in a quality/positive urban design outcome; > Any other matter specified in a schedule to the Parking Overlay; and > Any other relevant consideration.

5.2 Car Parking Demand Assessment

5.2.1 Access to Alternative Transport Modes The subject site is well located with regard to public transport, with the nearest train service offered primarily via Richmond Railway Station, but also East Richmond Railway Station, and tram services operating along both Swan Street and Church Street, as discussed in Section 2.4.2. It is noted that Flinders Street train station is also within comfortable cycling distance to the site, providing access to the majority of Metro’s extensive network. As noted in Section 6, the proposed on-site bicycle parking facilities are comfortably in excess of the Planning Scheme requirements associated with the proposed development. This is expected to further encourage bicycle use by office staff and visitors. Given the availability of multiple public transport modes, in addition to the generous provision of end-of-trip bicycle facilities, sustainable transport modes will be encouraged over the use of private cars.

5.2.2 The Convenience of Pedestrian and Cyclist Access to the Land The subject site is particularly well serviced by walking and cycling infrastructure, with the Main Yarra Trail dedicated shared path located in close proximity (approximately 500m) to the south-west of the subject site. The site is well connected with both on-road and off-road bicycle lanes and paths which provide connections into the Melbourne Central Business District (CBD). On road bicycle lanes are provided along Church Street and Swan Street (west of Punt Road). Informal bicycle routes along Green Street, Balmain Street and Cremorne Street provide connections to the off-road cycle routes which run parallel with the Yarra River and provide connections to the Melbourne CBD. The formal bicycle routes located on Lennox Street and Church Street also provide quality north-south connectivity to the surrounding suburbs such as Abbotsford, Richmond, and South Yarra, with the Church Street formal bicycle lane stretching as far south as Windsor and Prahran. In addition, the Yarra Trail off-road shared path provides an east-west connection which can provide connections to a large section of Melbourne’s eastern suburbs. The high level of pedestrian and cyclist connectivity in the vicinity of the subject site will enable and encourage staff and visitors to access the site via active travel modes. The existing connections will allow for convenient pedestrian and cyclist travel to the site and also to key land uses in the vicinity.

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5.2.3 Relevant Policies

5.2.3.1 Local Planning Policy Framework – Clause 21.06 Transport Clause 21.06 of the Yarra Planning Scheme sets out the City of Yarra’s transport policy. Clause 21.06 states: “Yarra needs to reduce car dependence by promoting walking cycling and public transport use as viable and preferable alternatives” and

“Parking availability is important for many people, however in Yarra unrestricted car use and parking is neither practical nor achievable. Car parking will be managed to optimise its use and to encourage sustainable transport options”

Specifically, Clause 21.06-3 states the following objective: “Objective 32: to reduce the reliance on the private motor car.”

5.2.3.2 City of Yarra Strategic Transport Statement 2006 The Strategic Transport Statement is a document prepared by the City of Yarra which includes a vision and seven strategic transport objectives. A summary of the vision and objectives is: Vision: To create a city which is accessible to everyone irrespective of levels of personnel mobility and where a fulfilling life can be had without the need for a car.

The Strategic Transport Objectives to achieve this vision are:

- Create a city which is a great and safe place to walk and increase the numbers of those walking in Yarra; - Create the most bicycle friendly city in Australia and increase the numbers of those cycling in Yarra; - Advocate for increased performance of public transport across Melbourne and thereby reduce the number of car trips and through traffic by both Yarra and non-Yarra residents; - Ensure that any new road construction is not in conflict with encouraging more sustainable transport use; - Ensure Council’s response to parking demand is based on Yarra’s parking hierarchy and sustainable transport principals; - Work to limit freight movement to arterial roads and freeways with Yarra and work to reduce freight movement through Yarra; and - Encourage Council staff to use more sustainable transport for their travel and increase the capacity of the Council as a whole top respond to and initiate positive actions to further strategic transport objectives 1 to 6. The City of Yarra parking hierarchy and transport mode hierarchy in particular places employee vehicle trips (single vehicle occupancy) and parking requirements as a low importance, whilst prioritising residential and customer parking demands.

5.2.3.3 City of Yarra Bike Strategy – 2016 Refresh The 2016 Refresh of the City of Yarra Bike Strategy aims to build on the long-term vision for cycling established by the City of Yarra Bike Strategy 2010-2015, and has provided fresh strategy and identified priorities and ambitious policies that must be considered. Below is a summary of the strategies, along with their prioritisation, that pertain to this development (1-star = lowest priority, 5-stars = highest priority) > Numerous bicycle infrastructure construction and upgrades in the surrounding area; > 2.5 – Install sharrows on local streets that provide a bike route when re-sheeting (5-stars = Highest Priority); > 4.0 – Inspect major bike routes quarterly (3-stars);

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> 5.2 – Ensure that requirements to provide bike parking as part of new development reflect Yarra’s policies and priorities when updating the Planning Scheme. Specifically, as a minimum all new dwellings to have at least 1 bike space and on-site parking for visitors. All commercial buildings to have end of trip bike facilities (5-stars); > 10.0 – Continue to hold a Sustainable Design category as part of the Yarra sustainability awards to recognise developers who provide best practice facilities for cyclists (2-stars); > 10.1 – Ensure that the Yarra policy of encouraging cycling is fully embraced as part of the Yarra Planning Scheme update. This will include: - Mandatory requirement for significant amounts of bike parking at new developments; and - Ensuring that developer contributions are secured to enable Council to deliver off site bike hoops and other facilities on Yarra’s streets.

5.2.3.4 Inner Melbourne Action Plan (2016-2026) The ‘Inner Melbourne Action Plan’ (IMAP) prepared for the Cities of Melbourne, Yarra, Port Phillip, Stonnington and the Docklands was adopted by all 5 councils as of 28 June 2016, and sets out strategies and actions to increase the liveability of the Inner Melbourne Region in response to the demands of Melbourne 2030. Strategies 2 and 4 of IMAP look at the need to provide a connected transport network that provides real travel choices, along with distinctive, high quality neighbourhoods and places. Strategies that directly affect the development are summarised below: > 2.1 – Develop an integrated and connected regional transport network - We will work with others to ensure that all activity centres, urban renewal precincts, employment and tourism nodes are supported by excellent walking, bike riding, public transport and night time travel options as part of an integrated and connected regional transport network. Opportunities include: • Supporting design and delivery of critical new city-shaping transport infrastructure across the region; • Developing integrated access plans for activity centres, urban renewal precincts and employment and tourist nodes (as part of any structure and precinct plans); • Improving access to the walking and cycling networks of neighbouring municipalities; • Improving interchanges between public transport and walking and bike riding at transport nodes; and • Undertaking research on development in the region and the impact of building design, car, motorbike and bike parking rates, end of trip facilities etc. on mode share and trip generation. > 2.2 – Advocate to improve public transport across Inner Melbourne - We will advocate for improved accessibility, frequency, capacity and connectivity of public transport across Inner Melbourne. Opportunities include: • Supporting improvements to on-road public transport frequency and speed, including upgrades to stops to provide level access as well as separation of trams and bus services from car traffic on particular routes/corridors; • Advocating for greater investment in the delivery of E-Class tram fleet and bus routes to increase the carrying capacity of tram routes; • Extending existing tram lines and other public transport services in urban renewal precincts and other locations; and • Working with the State Government to capitalise on the legacy of the Melbourne Metro Rail stations to realise opportunities for place-marking and enhanced walking and bike riding connections. > 2.3 – Make Inner Melbourne a ‘cycling friendly’ region - We will make Inner Melbourne a ‘cycling friendly’ region by creating a continuous network of an and off-road cycling routes. Opportunities include: • Developing a business case for the design and implementation of the complete Inner Melbourne cycling network; and • Improving connectivity and quality of cycling and walking networks in the inner-west, inner-south and inner- southeast.

V200238 | 12 November 2020 | Commercial in Confidence 14 Traffic and Transport Assessment 54-60 Cubitt Street, Cremorne – Office Development

> 2.4 – Make Inner Melbourne a great place for walking - We will make Inner Melbourne a great place for walking by substantially improving amenity, wayfinding, safety and connectivity along key routes across the region. Opportunities include: • Implementing a regional wayfinding visitor signage suite and style guide; • Collaborating with State Government to develop a single base map for wayfinding signs; • Implementing the Greenlight for Pedestrians Program at a regional scale, making it easier and safer to cross busy intersections; and • Developing recommendations for inclusion within VicRoads traffic engineering guidelines and practice notes on optimising signal operation to make it easier and safer for pedestrians to cross declared road intersections. > 2.5 – Reduce the impact of through traffic across Inner Melbourne - We will work with others to reduce the impact of through traffic across Inner Melbourne – particularly through the CBD, activity centres and major tourism, education, health and employment precincts. Opportunities include: • Exploring and promoting the trial of new transport demand management measures; and • Creating behaviour change and promotional programs which create a shift in people’s travel choices for walking, cycling and public transport travel. This includes promotion of buses and cycling as a travel choice, and provision of cyclist safety education and cycle time information. > 2.6 – Advocate for re-prioritised road space which allocates/priorities walking, bike riding and public transport on selected roads - We will advocate for re-prioritised road space which allocates and gives priority to walking, bike riding, car share parking spaces and public transport on selected regional and local roads across Inner Melbourne. Opportunities include: • Developing prioritised road space strategies in conjunction with the State Government; • Promoting a consistent approach to the expansion of car share opportunities to reduce car ownership and car travel; and • Undertaking shared travel behaviour change programs and research on pedestrian and bicycle safety with the focus of prevention through better design. > 4.1 – Plan and deliver an integrated open space network for Inner Melbourne - We will plan and delivery an integrated open space network for Inner Melbourne that is diverse, connected and of high quality. Opportunities include: • Improving connections through an improved network of off-road and on-road walking and cycling trails.

5.2.3.5 Swan Street Structure Plan The Swan Street Structure Plan was adopted by the City of Yarra in January 2014. The Structure Plan sets out a proposed vision for the future of the activity centre and sets a series of strategic objectives that outline the way the vision will be achieved. With regards to movement and transport, the Swan Street Structure Plan states: Fortunately, the compact urban form of the area promotes shorter travel distances and is conducive to active forms of transport. This factor combined with the excellent access to public transport options, strongly positions the study area to achieve more sustainable travel behaviour. However, strengthening the sustainable transport network will require a significant shift from vehicular based travel to sustainable forms of transport…Strengthening pedestrian and cycle links and improving access to public transport will be a key consideration. A key challenge will be to strengthen synergies between people, uses and public transport. The Swan Street Structure Plan study area and the location of the subject site are shown in Figure 5-1.

V200238 | 12 November 2020 | Commercial in Confidence 15 Traffic and Transport Assessment 54-60 Cubitt Street, Cremorne – Office Development

Figure 5-1 Swan Street Structure Plan

SUBJECT SITE

5.2.4 Empirical Case Study Data Surveys of office developments within the suburbs of Richmond and Cremorne previously undertaken by Cardno and other consultancies have indicated that a high proportion of employees within these buildings are displaying a preference to choose alternative transport modes, especially when on-street parking is mostly time-restricted during working hours, and all unrestricted parking areas are at 100% capacity. Choosing to take alternative transport modes is likely to be due to a site’s location and access to alternative transport modes offered to staff and visitors. As previously noted, the subject site offers convenient access to various public transport modes and Melbourne’s bicycle network.

5.3 Adequacy of Proposed Parking Provision The rates at which parking demand for office developments is generated varies widely across metropolitan Melbourne, with the major influences being the accessibility of alternative transport modes and parking constraints. It is considered that office parking demands are a function of supply, and that if parking is fully constrained, then employees will be required to utilise other modes of transport, resulting in lower parking demands. The dispensation of on-site parking is in line with the objectives and goals stated within the various policies discussed in Section 5.2.3, which focus on the reduction in use of private vehicles, adoption of low parking provision rates and the increase of sustainable transport modes. On-street car parking in the vicinity of the site is generally of a short-term nature and as such, the availability of suitable all-day parking for occupants of the proposed office is limited. Given the occupancy levels of existing long-term parking within the vicinity of the site, it is unlikely that the proposed redevelopment will have any impact on parking resources within the surrounding area. In practice, on-street parking restrictions within the vicinity of the subject site will substantially reduce the attractiveness and convenience of travelling to the site by private vehicle. Combined with the good accessibility of the site and excess provision of bicycle parking, it is expected that the proposed development will suppress car usage altogether and encourage a travel mode shift by future office staff to sustainable transport modes. The proposed dispensation of 45 on-site car parking spaces comes a considerable amount under the requirements outlined in Clause 52.06 of the Planning Scheme. However, when considering the aforementioned discussion, objectives, goals, strategies and policies alongside the site’s proximity to public transport services within the PPTN and generous provision of bicycle and end-of-trip facilities, the provision of 18 on-site car parking spaces is considered acceptable for the development. Should more staff elect to drive to the development than can actually be accommodated on site, a number of off-street paid car parks are located in the general vicinity of the site that could be relied on to cater for this ‘overflow’ demand. It is noted that these public car parks are in convenient walking distance to the site.

V200238 | 12 November 2020 | Commercial in Confidence 16 Traffic and Transport Assessment 54-60 Cubitt Street, Cremorne – Office Development

6 Bicycle Parking Considerations

6.1 Statutory Bicycle Parking Requirements – Clause 52.34 Statutory requirements for the provision of bicycle parking is set out in Clause 52.34 of the Planning Scheme. Application of this rate to the proposed office development is summarised in Table 6-1 below.

Table 6-1 Planning Scheme Bicycle Parking Requirements Use NLA Rate Parking Measure Requirement Office (Employee) 1,903 sq m 1 To each 300 sq m of net floor area if the net 7 spaces floor area exceeds 1000 sq m Office (Visitor) 1,903 sq m 1 To each 1000 sq m of net floor area if the net 2 spaces floor area exceeds 1000 sq m Retail* (Employee) 185 sq m 1 To each 300 sq m of leasable floor area 1 space Retail* (Visitor/Shopper) 185 sq m 2 Plus 1 to each 200 sq m of floor area 2 spaces available to the public if the floor area available to the public exceeds 400 sq m TOTAL 12 spaces *’Café’ falls under the ‘Retail premises’ group according to Clause 73.04-11 of the Planning Scheme

The above assessment indicates the proposed development has a statutory bicycle parking requirement for 12 spaces. In this instance, the bicycle parking provision of 22 on-site bicycles spaces well-exceeds statutory requirements, and is therefore considered more than acceptable. The above rate, considering that the overall NLA is 2,088 sq m, equates to roughly 1 bicycle parking space per 95 sq m of NLA.

6.2 End of Trip Facilities As previously identified in Table 6-1, the statutory requirement is to have 12 or more bicycle parking spaces. The development is proposing to provide 22 bicycle parking spaces, which is well in excess of the statutory requirement. However, Tables 2 and 3 to the Clause 52.34-3 outline End of Trip requirements for a particular number of spaces provided. Table 6-2 outlines the rates of showers and change rooms provided for a particular number of provided bicycle spaces.

Table 6-2 Planning Scheme End of Trip Requirements – Clause 52.34-3 End of Trip Facility Rate Requirement Provision Shower If 5 or more employee bicycle spaces are required, 1 3 showers 4 male showers shower for the first 5 employee bicycle spaces, plus 4 female showers 1 to each 10 employee bicycle spaces thereafter. Change Room 1 change room or direct access to a communal 1 change room 8 combined shower change room to each shower. The change room may per shower and change rooms be a combined shower and change room. (4 male, 4 female)

In this instance, adequate shower and changeroom facilities are proposed on the Mezzanine to satisfy the above requirement.

V200238 | 12 November 2020 | Commercial in Confidence 17 Traffic and Transport Assessment 54-60 Cubitt Street, Cremorne – Office Development

7 Traffic Considerations

In constrained situations with limited parking provision, traffic generation for commercial uses is more accurately defined as a function of the on-site parking provision, rather than floor area. Turn-over of parking spaces for office uses is generally 50% of spaces within the AM and PM peak hours. In addition, it is assumed that the split of inbound and outbound vehicles is in the order of 90% inbound 10% outbound in the AM peak, and vice versa for the PM peak. On the basis of the above and allocation of 18 on-site car parking spaces, eight (8) inbound and one (1) outbound vehicle movements are anticipated in the AM peak, and vice versa in the PM peak. This level of traffic is considered low in traffic engineering terms and is not anticipated to have any discernible impact to Cubitt Street or the surrounding road network.

V200238 | 12 November 2020 | Commercial in Confidence 18 Traffic and Transport Assessment 54-60 Cubitt Street, Cremorne – Office Development

8 Conclusions

Based on the foregoing analysis it is concluded that; > It is proposed to develop the site located at 54-60 Cubitt Street, Cremorne for the purposes of a six-storey office building comprising a total of 1,903 square metres of net lettable area, including 100 sq m of Café in the existing terrace houses and 85 sq m of restricted retail spread across the Ground Floor and Mezzanine; > The proposed development provides an excess of 10 bicycle parking spaces from the statutory requirement of 12 spaces, resulting in a proposed total of 22 bicycle parking spaces within the secured car park and café frontage. This includes the provision of eight (8) total shower/change rooms, which is also in excess of the statutory requirement; > The proposed development has a statutory requirement to provide 63 car parking spaces on-site, however only 18 spaces in the form of triple stacker mechanical parking is provided: - It has been Cardno’s experience that office developments in and around Cremorne and Richmond often generate parking demands at rates significantly lower than that set out in the Planning Scheme, with employees tending to make use of numerous alternative transport opportunities available. This is often the case even when unconstrained on-site parking has been available for use; - The proposed provision of 18 on-site car parking spaces is considered acceptable with respect to the above, the local planning policies applicable to the site and provision of alternative transport modes in the vicinity, all discussed within the Car Parking Demand Assessment. > The overall design and swept paths of the Car Park and Driveway meets the statutory requirements of the Planning Scheme and is therefore considered acceptable; and > The generated traffic due to the office development is not anticipated to have any discernible impact on the surrounding road network.

V200238 | 12 November 2020 | Commercial in Confidence 19 Traffic and Transport Assessment 54-60 Cubitt Street, Cremorne – Office Development

54-60 Cubitt Street, Cremorne – Office Development

APPENDIX

ARCHITECTURAL PLANS

V200238 | 14 October 2020 | Commercial in Confidence 20 No 52 CUBITT STREET No 69 SINGLE STOREY DOVER STREET COMMERCIAL BUILDING SINGLE STOREY COMMERCIAL BUILDING TITLE BOUNDARY 28430 7720

150 9350 LIFT 7400 11530 1550 6170

PIT 1 TP251 R.W.T TO BE CONNECTED TO TOILET & BIN TOILET FLUSHING EXHAUST RISERS TITLE BOUNDARY TITLE BOUNDARY TITLE BOUNDARY TITLE BOUNDARY 8.05m 8.34m RL 7.13 7.67m 4.37m PIT 120

B UP G 8,000L RAIN WATER TANK FIRE STAIR

ROOF TERRACE TAP AND FLOOR WASTE TO BE BIN STORE & SERVICES PROVIDED TO BIN STORE RL 7.17 28m2 MAIN UP RESTRICTED RETAIL 4290 SWITCHBOARD 42 m2

FFL 7.20 R R Y Y 7010 10.03m CROSSOVER

COMMS CUPBOARD SCV FIP CWM WATER METER TITLE BOUNDARY

10.15m 03 MAIL DOUBLE STOREY

No 71 SHED TITLE BOUNDARY 1:22 40A SINGLE PHASE ENTRY FOYER

2500 ELEC. SUB CIRCUIT TO DOVER STREET 1650 1570 BE PROVIDED TO CAR FFL 7.20 SINGLE STOREY PARKING AREA RESIDENTIAL HOUSE

06 5400 610 LINE OF 2.2M VEHICLE CLEARANCE HEIGHT

PRIVATE OPEN SPACE GARAGE RL 7.10

2500 SINGLE BOLLARD TO BE DOOR (50% INSTALLED TO PROVIDE BARRIER TO STRUCTURAL OPEN TO COLUMN 1 DRIVEWAY 3890 1 PIT PROVIDE 3290 TP250 ST-1 TP250 FRESH AIR) CROSSOVER S T R E E T

09 200 RL 7.12 40A SINGLE PHASE ELEC. SUB CIRCUIT TO BE PROVIDED TO CAR

2500 PARKING AREA 20

6.14m 19

POWER TITLE BOUNDARY 22200 TITLE BOUNDARY 22340 WC 1x VERTICAL POLE

TITLE BOUNDARY CAR PARK 18 BIKE RACK 5400 RL 7.49 12 FOR VISITORS FFL 7.20 17 FFL 7.32 17800 18 CARS IN 16 CAFE 6.11m C U B I T T C U B I

2500 TRIPLE LEVEL 15 (EXISTING TERRACE HOUSES)

STACKER TITLE BOUNDARY DDA 100 m2 No 75 (6 GRID UNITS) 14 BATHROOM FFL 7.43 13 DOVER STREET

12 SINGLE STOREY RL 7.18 200 COMMERCIAL BUILDING 15 11 PIT SIGN 40A SINGLE PHASE 10340 ELEC. SUB CIRCUIT TO 10 BE PROVIDED TO CAR PARKING AREA

2500 09

08 BIKE STORE 07 5400

5.82m KITCHEN / 18 6.06m 18 x 06 STORE FIRE BOOSTERS TITLE BOUNDARY HORIZONTAL 05 FFL 7.32 TITLE BOUNDARY SPACES 2500 04 1x VERTICAL 03 BIKE RACK FOR VISITORS

02 PIT 4850 01 900

RL 7.13 830 RL 7.55 230

HABITABLE WINDOW TITLE BOUNDARY No 77 TITLE BOUNDARY 12.32m 16.08m DOVER STREET 5800 6400 2190 EXISTING PERMEABLE LANDSCAPING TO BE TP251 SINGLE STOREY RETAINED AT FRONT OF TERRACES DATE REV COMMENTS BY 1 RESIDETIAL HOUSE 120 14390 13890 HABITABLE - WINDOW TITLE BOUNDARY 28400

NON PRIVATE OPEN SPACE

51-57 Cubitt Street Cremorne VIC 3121 Australia No 62-64 E: [email protected] P: 03 9077 6620 ABN 77 600 572 165 CUBITT STREET PRIVATE OPEN SPACE PRIVATE OPEN SPACE DOUBLE STOREY CAR PARKING CLIENT

FENCE GWYNNE ST DEVELOPMENTS PTY LTD COMMERCIAL BUILDING PALING FENCE PALING SHED PROJECT BOOM TIME E C N E F 54-60 CUBITT STREET, CREMORNE VIC 3121

TITLE GROUND FLOOR PLAN

DRAWING NO. REVISION NO. TP-2

TP100 DATE 15/10/20

JOB NUMBER C2 SCALE (A2) 1 : 100 @ A2

DO NOT SCALE DRAWINGS.

ALL DIMENSIONS MUST BE VERIFIED ON SITE PRIOR TO COMMENCEMENT OF WORKS.

INFORMATION CONTAINED IN THIS DOCUMENT IS THE COPYRIGHT OF PANDOLFINI ARCHITECTS. USE OR COPYING OF THIS DOCUMENT IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION 1 GROUND FLOOR PLAN OF PANDOLFINI ARCHITECTS INFRINGES COPYRIGHT.

1 : 100 @ A2 N O R T H No 52 CUBITT STREET No 69 SINGLE STOREY DOVER STREET COMMERCIAL BUILDING SINGLE STOREY COMMERCIAL BUILDING TITLE BOUNDARY 28430

150 9350 LIFT 7400 11530

1 TP251

TITLE BOUNDARY TITLE BOUNDARY TITLE BOUNDARY TITLE BOUNDARY 8.05m 8.34m 7.67m 4.37m 120

ROOF TERRACE

UP RESTRICTED RETAIL 4090 VOID

MALE

END OF TRIP DDA FFL 10.30 RESTRICTED RETAIL 10.03m UP 38 m2 BATHROOM MEZZANINE TITLE BOUNDARY 10.15m DOUBLE STOREY 43 m2

SHED TITLE BOUNDARY No 71 FFL 10.30 10900 DOVER STREET 1880 ENTRY VOID SINGLE STOREY RESIDENTIAL HOUSE OPERABLE OPERABLE LOCKER ROOM WINDOW WINDOW 14 m2

PRIVATE OPEN SPACE

1 1 TP250 TP250 FEMALE

END OF TRIP S T R E E T

39 m2 USG 11.25

RL 12.65 RL 10.21

6.14m OPERABLE TITLE BOUNDARY 22200 TITLE BOUNDARY 22340 CAR WINDOW TITLE BOUNDARY

STACKERS RL 14.29 USG 9.88 RL 12.60 18000 BELOW

RL 13.53 6.11m C U B I T T C U B I TITLE BOUNDARY No 75 DOVER STREET SINGLE STOREY COMMERCIAL BUILDING 10340

OPERABLE STAFF EXERCISE ROOM RL 14.25 WINDOW RL 13.53 5.82m RL 12.57

70 m2 6.06m TITLE BOUNDARY TITLE BOUNDARY

RL 12.64

USG 11.15 830 230

HABITABLE WINDOW TITLE BOUNDARY No 77 TITLE BOUNDARY 12.32m DOVER STREET 16.08m TP251 SINGLE STOREY DATE REV COMMENTS BY 1 RESIDETIAL HOUSE 120 14390 13890 HABITABLE - WINDOW TITLE BOUNDARY 28400

NON PRIVATE OPEN SPACE

51-57 Cubitt Street Cremorne VIC 3121 Australia No 62-64 E: [email protected] P: 03 9077 6620 ABN 77 600 572 165 CUBITT STREET PRIVATE OPEN SPACE PRIVATE OPEN SPACE DOUBLE STOREY CAR PARKING CLIENT

FENCE GWYNNE ST DEVELOPMENTS PTY LTD COMMERCIAL BUILDING PALING FENCE PALING SHED PROJECT BOOM TIME E C N E F 54-60 CUBITT STREET, CREMORNE VIC 3121

TITLE MEZZANINE PLAN

DRAWING NO. REVISION NO. TP-2

TP101 DATE 15/10/20

JOB NUMBER C2 SCALE (A2) 1 : 100 @ A2

DO NOT SCALE DRAWINGS.

ALL DIMENSIONS MUST BE VERIFIED ON SITE PRIOR TO COMMENCEMENT OF WORKS.

INFORMATION CONTAINED IN THIS DOCUMENT IS THE COPYRIGHT OF PANDOLFINI ARCHITECTS. USE OR COPYING OF THIS DOCUMENT IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION 1 MEZZANINE LEVEL OF PANDOLFINI ARCHITECTS INFRINGES COPYRIGHT.

1 : 100 @ A2 N O R T H Traffic and Transport Assessment 54-60 Cubitt Street, Cremorne – Office Development

54-60 Cubitt Street, Cremorne – Office Development

APPENDIX

SWEPT PATH ANALYSIS

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APPENDIX

BICYCLE RAIL SPECIFICATIONS

V200238 | 14 October 2020 | Commercial in Confidence 22 ™ ArcArcArc de dede Triomphe TriompheTriomphe™ ™

GalvernisedGalvanised finish finish / Stainless / Stainless Steel Steel finish finish Galvernised finish / Stainless Steel finish Features Dimensions FeaturesFeatures DimensionsDimensions

1000mm1000mm1000mm 1000mm1000mm1000mm 1000mm1000mm1000mm 1000mm1000mm1000mm

850mm850mm850mm 850mm850mm850mm

eleeleele base base base plate plate plate ConcreteConcreteConcrete footing footing footing 200mm200mm200mm •• EachEach rail rail supports supports two two adult adult eleeleele base base base plate plate plate ConcreteConcreteConcrete footing footing footing 200mm200mm200mm •bikesbikesEach in in railan an supportsupright upright position positiontwo adult bikes in an upright position •• CanCan bebe eithereither bolted bolted to to a a •concreteconcreteCan be slab eitherslab or or boltedconcreted concreted to a in Specifications Locking Points insitu concretesitu slab or concreted Specifications Locking points in situ MaterialSpecifications options Locking points •• AvailableAvailable in in stainless stainless steel steel or or Material- Galvanised options (Duragal) • Available in stainless steel or galvanisedgalvanised steel steel - 316Material Marine options grade stainless steel galvanised steel - 316 Marine grade stainless steel •• ProvidesProvides the the ability ability to to lock lock both - Galvanised- 316 Marine grade stainless steel Fixing- Galvanised options •bothwheelsProvides wheels and the andframe ability frame to lock Fixing options both wheels and frame - FixingWelded options flange - Bolt on •• SuitableSuitable for for foyers foyers and and entry entry - Welded flange • Suitable for foyers and entry - In- -In situ Welded situ flange areasareas - In situ areas RecommendedRecommended fasteners fasteners Recommended fasteners - Galvanised- Galvanised Dynabolts Dynabolts (M10 (M10 x x65mm) 65mm) - Stainless- Galvanised Dynabolts Dynabolts (M10 (M10 x 65mm) x 65mm) - Shear- -Stainless Stainless Nut securityDynabolts Dynabolts fasteners (M10 (M10 x x65mm) 65mm) - Shear Nut security fasteners Dimensions- Shear Nut security fasteners 1000mmDimensionsDimensions [w] x 850mm [h] 1000mm [w] x 850mm [h] 1000mm [w] x 850mm [h]

V3 - 27/02/2017 | Specification may be subject to change without notice. © 2017 Bicycle Network V3 - 27/02/2017 | Specification may be subject to change without notice. © 2017 Bicycle Network Design. Supply. Install. V4.1 - 1/05/2017 | Specification may be subject to change without notice. ©Bicycle Network BicycleDesign. Network Supply. ABN 41 026 Install. 835 903 p. 1300Bicycle 727 Network 563 e. [email protected] ABN 41 026 835 903 bikeparking.com.au VICp. Level1300 4, 727 246 563 Bourke e. St, [email protected] Melbourne 3000 NSW 234 Crown bikeparking.com.au St,DESIGN. Darlinghust 2010 SUPPLY. INSTALL. TASVIC 210 Level Collins 4, 246 St, HobartBourke 7000 St, Melbourne 3000 NSW 234 CrownBicycle St, Darlinghust Network ABN2010 41 026 835 903 TAS 210 Collins St, Hobart 7000 p. 1300 727 563 e. [email protected] bikeparking.com.au VIC Level 4, 246 Bourke Street, Melbourne VIC 3000 NSW 234 Crown Street, Darlinghurst NSW 2010 TAS 210 Collins Street, Hobart TAS 7000 NT Suite 5, 18-20 Cavenagh Street, Darwin 0800 Bike Parking Experts | Arc de Triomphe Fixing options Bike Parking Experts | Arc de Triomphe FixingFixing options options Welded flange (Bolt on) Welded flange (Bolt on) In situ (Concrete footing) using 4 (total) x fasteners) In situ (Concrete footing) using 4 (total) x fasteners)

Shown with M10 65mm astener Shown with M10 65mm astener Shown with M10 65mm astener Shown with M10 65mm astener ™ 200mm 200mm™ 200mm 200mm WeldedShown with flange M10 65mm (Security astener heads) WeldedShown with flange M10 65mm (Security astener heads) using 4 (total) x fasteners) 200mm using 4 (total) x fasteners) 200mm

100mm 100mm 100mm 100mm Shown with M10 65mm Shear uts Shown with M10 65mm Shear uts Shown with M10 65mm Shear uts Shown with M10 65mm Shear uts 100mm 120mm 120mm 100mm 120mm 120mm Shown with M10 65mm Shear uts Shown with M10 65mm Shear uts 120mm 120mm

LayoutLayout guidelines guidelines Layout guidelines Dynabolts M10 65mm with inmars Option 1: Dynabolts M10 65mm with inmars Dynabolts M10 65mm with inmars Option 1: Dynabolts M10 65mm with inmars Footing Width 1700mm AngleFooting 0˚ DynaboltsWidth 1700mmM10 65mm with inmars Angle 0˚ Dynabolts M10 65mm with inmars

700mm [centre to700mm wall] [centre to wall] 1000mm Option 2: [centre to1000mm centre] Option 2: [centre to centre] Footing Width 1200mm AngleFooting 45˚ Width 1200mm Angle 45˚

350mm 350mm

1000mm 1370mm 1000mm 1700mm [centre to1370mm wall] 1700mm [centre to wall] 350mm 350mm

45˚ 1500mm 45˚ 700mm 1500mm [centre to wall] 1000mm 700mm [centre to wall] [centre to1000mm centre] [centre to centre]

1700mm 1700mm

Typical Bicycle Length Typical Bicycle Length 265mm 265mm 670mm [centre to 670mmcentre] [centre to centre] 1200mm 265mm 1200mm 265mm

1500mm 1700mm 1500mm 1700mm

V3 - 27/02/2017 | Specification may be subject to change without notice. ©2017 Bicycle Network V4.1 - 1/05/2017 | V3Specification - 27/02/2017 may| Specification be subject may tobe subjectchange to changewithout without notice. notice. ©Bicycle ©2017 Bicycle Network Network

Design.Design. Supply. Supply. Install. Install. DESIGN. SUPPLY. INSTALL. Bicycle Network ABN 41 026 835 903 Bicycle Network ABN 41 026 835 903 p. 1300Bicycle 727 Network 563 e. [email protected] ABN 41 026 835 903 bikeparking.com.aup. 1300 727 563 e. [email protected] bikeparking.com.au VICp. Level1300 4, 727 246 563 Bourke e. St, [email protected] Melbourne 3000 NSW 234 Crown bikeparking.com.auVIC St, Level Darlinghust 4, 246 Bourke 2010 Street, Melbourne VIC 3000 NSW 234 Crown Street, Darlinghurst NSW 2010 TASVIC 210 Level Collins 4, 246 St, HobartBourke 7000 St, Melbourne 3000 NSW 234 CrownTAS 210 St, Collins Darlinghust Street, 2010Hobart TAS 7000 NT Suite 5, 18-20 Cavenagh Street, Darwin 0800 TAS 210 Collins St, Hobart 7000 Ned Kelly® ®™ NedNed KellyKelly®™

Zinc finish Black powder coat finish ZinZinc finishc finish Black Blackpowder powder coat finish coat finish Features Dimensions FeaturesFeatures Dimensions 600mm 600mm

700mm 700mm

• Each• Each rail providesrail provides storage storage for for a a •singleEachsingle bike rail bike provides storage for a SIDE FRONT • Suitssingle• Suits bikes bike bikes with with full full length length mud mud SIDE FRONT guardsguards Specifications Locking Points • Suits bikes with full length mud Specifications Locking points • Availableguards• Available in Zinc in galvanised finish or or Black Material options powder coat over mild steel Material options •powderAvailable coat in galvanisedover mild steel or - SpecificationsZinc finish Locking points • Provides the ability to lock the - Galvanised • Providespowder thecoat ability over mildto lock steel the Material- Powder coatoptions over mild steel main frame and one wheel - Black powder coat over mild steel •mainProvides frame the and ability one towheel lock the - StainlessGalvanised steel* - -Stainless Powder steelcoat -over Pre-order mild steel only • Support prongs with protective Fixing options • Supportmain frame prongs and with one protectivewheel - Stainless steel* coating prevent damage to rim Fixing- Bolt optionson to wall •coatingSupport prevent prongs damage with protective to rim • Can be used with custom - Fixing-Bolt Fixed on tooptions to support wall framing • Cancoating be used prevent with damagecustom to rim - Bolt on to wall framing – no wall needed - RecommendedFixed to support fasteners framing – wall •framing Can be –used no wall with needed custom - DynaboltsFixed to support (M8 x 40mm) framing Recommended fasteners – wall framing – no wall needed Recommended- Shear Nut security fasteners fasteners – wall - -RecommendedDynabolts Dynabolts (M8 (M8 xfasteners x 40mm) 40mm) – framing - Bolt and nut (M10 x 60mm) - -Shear Shear Nut Nut security security fasteners fasteners - Tek screws RecommendedRecommended fasteners fasteners – framing – framing -Dimensions Bolt and nut (M10 x 60mm) - -125mmBolt Tek and screws [w] nut x 700mm(M10 x 60mm)[h] x 600mm [d] * Pre-order only - DimensionsTek screws

Dimensions125mm [w] x 700mm [h] x 600mmV1.4 - 11/01/201 [d]7 | Specification may be subject to change without notice. © 2017 Bicycle Network * Pre-order only 125mm [w] x 700mm [h] x 600mm [d] Design. Supply. Install. V4.1 - 1/05/2017 | Specification may be subject to change without notice. ©Bicycle Network Bicycle Network ABN 41 026 835 903 V1.4 - 11/01/2017 | Specification may be subject to change without notice. © 2017 Bicycle Network p. 1300 727 563 e. [email protected] bikeparking.com.au VIC Level 4, 246 Bourke St, Melbourne 3000 NSW 234 CrownDESIGN. St, Darlinghust 2010SUPPLY. INSTALL. Design.TAS 210 Collins Supply. St, Hobart Install.7000 Bicycle Network ABN 41 026 835 903 Bicycle Network ABN 41 026 835 903 p. 1300 727 563 e. [email protected] bikeparking.com.au p. 1300 727 563 e. [email protected] bikeparking.com.auVIC Level 4, 246 Bourke Street, Melbourne VIC 3000 NSW 234 Crown Street, Darlinghurst NSW 2010 VIC Level 4, 246 Bourke St, Melbourne 3000 NSW 234 CrownTAS St, 210Darlinghust Collins Street, 2010 Hobart TAS 7000 NT Suite 5, 18-20 Cavenagh Street, Darwin 0800 TAS 210 Collins St, Hobart 7000 Bike Parking Experts | Ned Kelly Fixing options Bike Parking Experts | Ned Kelly Fixing options Shown with M8 x 40mm fastener Shown with M10 x 60mm Bolt, Washer & Nut Fixing options Shown with M8 x 40mm fastener Shown with M10 x 60mm Bolt, Washer & Nut Fix to a wall using x fasteners or Sear Nuts Fix to a wall using x fasteners or Sear Nuts ® ™ ® ™

Shown with M8 x 40mm fastener Shown with M8M10 x x40mm 60mm Shear Bolt, NutsWasher & Nut Shown with Tek Screw ShownShown with M8 with x 40mm M8 x 40mmfastener fastener ShownShown with M10 with x M8M1060mm x x40mm 60mmBolt, ShearW Bolt,asher NutsW &asher Nut & Nut Shown with Tek Screw Shown with M8 x 40mm fastener Shown with M10 x 60mm Bolt, Washer & Nut Fix to a frame using x bolts or Tek Screws Fix to a frame using x bolts or Tek Screws

Black powder coat finish

Shown with M8 x 40mm Shear Nuts Shown with Tek Screw ShownShownShown withwith M8M10 with x x40mm M8 60mm x 40mmShear Bolt, NutsShearWasher Nuts & Nut ShownShown with Tek with Sc Trewek Screw ShownShown withwith M8M10 x x40mm 60mm Shear Bolt, NutsWasher & Nut Dynabolts M10Shown 65mm with with Tek KinmarsScrew Dynabolts M10 65mm with Kinmars

Layout guidelines 400mm minimum 400mm minimum Layout guidelines 400mm[centre tominimum centre] 400mm[wall to minimum centre] [centre to centre] [wall to centre]

390mm spacing. For less than 7 Ned390mm Kelly bike spacing. racks, Option cut downFor less horizontals than 7 Ned by 390mmKelly bike per racks, rack Option cut down horizontals by 390mm per rack 390mm Shown with M8 x 40mm Shear Nuts FittingShown 4 withNed Tek Kellys Screw [cent390mmre to centre] Shown with M8 x 40mm Shear Nuts Shown with Tek Screw 400mm minimum[centre to centre] DynaboltsFitting M10 65mm 4 Ned with Kellys Kinmars 400mm minimum Dynabolts M10 65mm with Kinmars 400mm[cent2650mmre tominimum centre] Dynaboltsto M10 a wall65mm with Kinmars 400mm[wall to minimum centre] Dynabolts M10 65mm with Kinmars [cent2650mmre to centre] to a wall [wall to centre]

2050mm 2050mm 1750mm 1750mm

2050mm 2150mm 2050mm 1750mm 2150mm 1200mm 1750mm 1200mm

2710mm [centre to centre] 1500mm 2710mm [centre to centre] 1500mm

490mm 490mm

765mm 1200mm 765mm 1200mm 1200mm Typical Bicycle Length 1200mm Typical Bicycle Length Option 2810mm Option 2810mm 1500mm Fitting 7 Ned Kellys to a 1500mm Fitting 7 Ned Kellys to a 1500mm Duragal steel frame 1500mm Duragal steel frame

1700mm 1700mm V4.1 - 1/05/2017V1.3 | Specification - 11/01/2017 | may Speciﬁcation be subject may be to subject change to change without without notice. notice. ©Bicycle ©2017 Bicycle Network Network V1.3 - 11/01/2017 | Speciﬁcation may be subject to change without notice. ©2017 Bicycle Network Design. Supply. Install. DESIGN. SUPPLY. INSTALL. Design. Supply. Install. Bicycle Network ABN 41 026 835 903 Bicycle Network ABN 41 026 835 903 p. 1300 727 563 e. [email protected] bikeparking.com.au Bicyclep. 1300 Network727 563 e.ABN [email protected] 41 026 835 903 bikeparking.com.au VIC Level 4, 246 Bourke Street, Melbourne VIC 3000 NSW 234 Crown Street, Darlinghurst NSW 2010 p.VIC 1300 Level 727 4, 246563 Bourke e. [email protected] St, Melbourne 3000 NSW 234 bikeparking.com.auCrown St, Darlinghust 2010 TAS 210 Collins Street, Hobart TAS 7000 NT Suite 5, 18-20 Cavenagh Street, Darwin 0800 VICTAS Level210 Collins 4, 246 St, Bourke Hobart St, 7000 Melbourne 3000 NSW 234 Crown St, Darlinghust 2010 TAS 210 Collins St, Hobart 7000 Traffic and Transport Assessment 54-60 Cubitt Street, Cremorne – Office Development

54-60 Cubitt Street, Cremorne – Office Development

APPENDIX

CAR STACKER SPECIFICATIONS

V200238 | 12 November 2020 | Commercial in Confidence 23 Page 1 Section KLAUS Multiparking GmbH Dimensions Hermann-Krum-Straße 2 PRODUCT DATA Car data D- 88319 Aitrach Fon +49 (0 ) 75 65 5 08-0 Page 2 Fa x +49 (0 ) 75 65 5 08-88 Width dim. without door inf o@ multiparking.com 1 www. multiparking.com 2000 kg Garage without door (basement garage) Dimensions Page 3 80 50 45 Free space Width dim. All space requirements are minimum with door ﬁnished dimensions. +3 Function Free space 3

0 Tolerances for space requirements 0 . 5 Approach 0

8 Dimensions in cm. Page 4 EB (single platform) = 3 vehicles Load plan DB (double platform) = 6 vehicles Installation Suitable for Standard passenger cars: Page 5 Limousine, station wagon, SUV, van Electrical according to clearance and maximal installation surface load.

Technical 2 1 2 data g Standard Special s n i n 4 4 d o 6

r width 190 cm 190 cm i t 8

Page 6 o h a c l n g

c weight max. 2000 kg max. 2500 kg To be perfor- u o u a i g

t o

med by the e r a wheel load r max. 500 kg max. 625 kg t m i h

l customer t o

a m o i g l r Description c n e d o i l t

a D t

o Clearance proﬁle e u t H C 160 30 5 5 4 5 e l b a t

e e s ° ° ° 13 15 6 100 125 500 (520)

7 Grounding Water drainage 9 10 1-2% 1-2%

520 for vehicle up to 5.00 m = 16’4’’ long 50

(540 for vehicle up to 5.20 m 17’ l ong) 11

G63-330 G63-350 G63-370 5 5 ) ) 0 0 5 0 2 5 5 0 ( (

8 0 0 4 1 4 5 5 0 5 0 0 5 5 3 3 7 5 5 7 3 3 3 3 3 3

Car height Car height Car height Car height Car height Car height Car height Car height Car height

height upper middle lower height upper middle lower height upper middle lower 6 1 0 2

480 150 150 150 510 160 160 160 540 170 170 170 . 2 1 (500) 150 160 160 (520) 150 170 170 n o i s r e V

8 0 0 1 8 - Standard type In compliance with DIN EN 14010, 10 cm wide yellow-black 0 9 4 2 markings compliant to ISO 3864 must be applied by the . Special system: maximum load (only EB) for extra charge. 1 9 3 customer to the edge of the pit in the entry area to mark the . To follow the minimum ﬁnished dimensions, make sure 3 8

danger zone (see „load plan“ page 4). 5

to consider the tolerances according to VOB, part C r

9 e

(DIN 18330 and 18331) and the DIN 18202. Slope with drainage channel and sump. b 10 m 4 At the transition section between pit ﬂoor and walls no hollow u Car width for platform width 230 cm. If wider platforms n

mouldings/coves are possible. If hollow mouldings/coves are e are used it is also possible to park wider cars. d required, the systems must be designed smaller or the pits o 5 C

If a higher ceiling height is available higher cars can | accordingly wider. 3

be parked. 6 11 6 For convenient use of your parking space and due to the fact G

For dividing walls: cutting through 10 x 10 cm. e

that the cars keep becoming longer we recommend s

7 a

Potential equalization from foundation grounding connection B a pit length of 540 cm. i t l

to system (provided by the customer). 12 u

Must be at least as high as the greatest car height + 5 cm. M

MultiBase G63 | Sach-Nummer 583.91.490-008 | Ausgabe 12.2016 Page 2 of 6 Page 1 Section Width dimensions for garage without door (basement garage) Dimensions Dividing walls Car data Single Platform (EB) Double Platform (DB) Single and Double Platform (EB + DB) – Example Page 2

Width dim. without door EB DB EB DB

Page 3 Width dim. B1 B1 B1 Carriageway in with door accordance with Function usable platform width B1 usable platform width B1 usable platform width B1 local regulations Approach 230 260 460 500 230 + 460 760 240 270 470 510 240 + 470 780 Page 4 250 280 480 520 250 + 480 800 Load plan 260 290 490 530 250 + 500 820 Installation 270 300 500 540 270 + 500 840

Columns in pit

Page 5 Single Platform (EB) Double Platform (DB) Single and Double Platform (EB + DB) – Example Electrical . . . x x x 0 0 0 a a a installation 0 0 0 2 2 2 Technical m m m data EB EB DB DB EB DB EB DB . . . x x x Page 6 0 0 0 a a a 4 4 4 1 1 1

To be perfor- m m m med by the customer B2 B3 min. 20 B2 B3 min. 20 B2 B3 min. 20 Description S Carriageway in usable platform width B2 B3 usable platform width B2 B3 usable platform width B2 B3 accordance with 230 255 250 460 490 480 230 + 460 750 745 local regulations 240 265 260 470 500 490 240 + 470 770 765 250 275 270 480 510 500 250 + 480 790 785 260 285 280 490 520 510 250 + 500 810 805 270 295 290 500 530 520270 + 500 830 825

Columns outside pit

Single Platform (EB) Double Platform (DB) Single and Double Platform (EB + DB) – Example 4

EB EB DB DB EB DB EB DB

B4 B5 min. 20 B4 B5 min. 20 B4 B5 min. 20

Carriageway in usable platform width B4 B5 usable platform width B4 B5 usable platform width B4 B5 accordance with 230 250 240 460 490 480 230 + 460 750 740 local regulations 240 260 250 470 500 490 240 + 470 770 760 250 270 260 480 510 500 250 + 480 790 780 260 280 270 490 520 510 250 + 500 810 800 270 290 280 500 530 520 270 + 500 830 820

For parking boxes on the edges and boxes with intermediate walls we recommend our maximum platform width of 270 cm for single platforms and 500 for double platforms. Problems may occur if smaller platform widths are used (depending on car typ e, access and individual driving b ehavio ur and capability). 4 For larger limousines and SUV wider driveways are necessary (in particular on the boxes on the sides due to the missing manoeuvring radius).

Function System lifted System in middle position System lowered

MultiBase G63 | Sach-Nummer 583.91.490-008 | Ausgabe 12.2016 Page 3 of 6 Page 1 Section Garage with door Width dimensions for garage with door Dimensions Free space for roller shutter A1 13 Single platform (EB) Car data 0

Page 2 8 Width dim. without door EB EB EB 5 1 3 A t

Page 3 h g i B7 B7 B7 B8 B8 Carriageway in

Width dim. e

H B6 B6 B6 with door s accordance with n g

Function m local regulations o r i n o t i o o

Approach a d

13 o A2 r r

c i d d o f

i usable platform width door entrance width B6 B7 B8 a c o c t e Page 4 c

e 230 230 15 30 a H Load plan p

s 240 240 15 30 Installation 250 250 15 30 260 260 15 30 270 270 15 30

Page 5 Electrical Double platform (DB) installation Technical data Water drainage 14 DB DB DB Page 6 1-2% 1-2% 5 1

To be perfor- 3 med by the A customer 50 A3 13 Description B7 B7 B7 B8 B8 B6 B6 B6

Carriageway in accordance 13 Dimensions A1, A2 and A3 must be coordinated with the with local regulations doo r supp lier (provide d by th e cus tomer). 14 usable platform width door entrance width B6 B7 B8 Slope with drainage channel and sump. 460 460 20 40 15 Seat-engaging surface (dimensions require coordination with 470 470 20 40 door supplier.) Allround door dimensions require coordination 480 480 20 40 490 490 20 40 between door supplier and local agency of KLAUS Multiparking. 500 500 20 40

For parking boxes on the edges and boxes with intermediate walls we recommend our maximum platform width of 270 cm for single platforms and 500 for double platforms. Problems may occur if smaller platform widths are used (depending on car type, access and individual driving behaviour and capability). For larger limousines and SUV wider driveways are necessary (in particular on the boxes on the sides due to the missing manoeuvring radius).

Approach

maximum maximum descending ascending slope 4 % slope 14 %

The illustrated maximum approach angles must not be exceeded. Incorrect approach angles will cause serious maneouvring & positioning problems on the parking system for which the local agency of KLAUS Multiparking accepts no responsibility. MultiBase G63 | Sach-Nummer 583.91.490-008 | Ausgabe 12.2016 Page 4 of 6 Page 1 Section Load plan Dimensions Car data 250

F4 F5 F5 F5 F5 Page 2 Width dim. without door 1 H F2 F2 F2 F2 F3 F4 F4 F3 F3 F4 F4 F3 Page 3 F1 F1 F1 F1 Width dim. with door F5 F3 F6 Function Approach F2 F1 Page 4 F6 EB F6 F6 DB F6 Load plan Marking 17 Marking 17 Installation 82 216 0 1 10 10 10 10 520 (540) B1 16 B1 Page 5 Electrical installation platform load F1 F2 F3 F4 F5 F6 18 Type H1 Technical EB 2000 kg +25 +55 +3,5 +3,5 +12 +15 G63-330 225 data –20 +63 G63-350 245 EB 2500 kg +25 –20 +3,5 +3,5 +12 +15 Page 6 G63-370 265 DB 2000 kg +35 +80 +4 +4 +12 +20 To be perfor- –25 med by the customer Description Units are dowelled to the ﬂoor. Drilling depth: approx. 15 cm. Floor and walls below the drive-in level are to be made of concrete (quality minimum C20/25)! The dimensions for the points of support are rounded values. If the exact position is required, please contact KLAUS Multiparking.

16 Dimension B1 see page 2 17 Marking compliant to ISO 3864 (colors used in this illustration are not ISO 3864 compliant) 18 All forces in kN

Installation data – Free space for longitudinal and vertical ducts (e.g. ventilation)

B1+5 19 B1+2,5 B1+2,5 B1+5

35 10 35 10 35 10 35 10

Free space for vertical pipelines, 0

3 ventilation branch canals

Approach level

20 20 0 0

2 Free space for horizontal .

x ducting a m EB EB DB DB

0 Example for ventilation branch 4

1 canal and/or vertical pipelines. . x a m

B2 19 B3 19 B2 ≥20 ≥20

Free space only applicable if vehicle is parked forwards = FRONT FIRST and driver’s door on the left side.

19 Dimensions B1, B2 and B3 see page 2 MultiBase G63 | Sach-Nummer 583.91.490-008 | Ausgabe 12.2016 Page 5 of 6 Page 1 Section Electrical installation Dimensions Installation diagram Electrical data (to be performed by the customer) Car data 1 No. Qunatity Description Pos ition Frequency 1 1 Electricity meter in the supply Page 2 2 lin e Width dim. 3 2 1 Ma in fus e: 3 x fus e 2 0 A (slow ) in the supply 1 per unit without door or circu it breaker 3 x 20 A line

7 (trigger cha ra ct eris tic K or C ) 6 3 1 Su ppl y l ine 5 x 2 .5 m m 2 to main switch 1 per unit (3 P H + N + PE) wi th marked Page 3 wire and pro tectiv e conductor Width dim. Conduit EN 25 (M25) with door 13 4 every Foundation earth connector corner pit height: + 1.70 m 10 m floor Function Approach 5 1 Equi pote ntia l bondin g in a ccordance 1 per

11 0 with D IN EN 602 04 fro m foundation system 8 earth connector to the system Page 4 1 Load plan Conduit EN 25 (M25) 12 0 Installation 10 height: + 1.10 m 2 Electrical data (included in delivery of KLAUS Multiparking) 1 No. Description 0.00 6 Lockable main switch 2 Page 5 7 Supply line 5 x 2,5 mm (3 PH + N + PE) with marked wire

Electrical and pro tec t iv e con ductor installation 8 Term inal box 2 Technical 14 8 9 9 Control li ne 3 x 0.75 m m (PH + N + PE) data 2 10 Control line 7 x 1.5 m m w ith m a rk ed wire and protective conductor

Page 6 11 Operati ng d ev ic e 2 To be perfor- 12 Control lin e 5 x 1.5 m m with marked wire and protective conductor med by the customer 4 5 13 Hydrau lic un it 5 .2 k W , th ree-p hase cu rrent , 400 V / 50 H z 2 Description 14 Control lin e 5 x 1. 5 m m with marke d wire a nd p ro t ecti ve conductor

to the next system

Technical data Field of application CE Certification By default, the system can only be used for a fixed number of The systems offered correspond to DIN EN 14010 and the users. EC Machinery Directive 2006/42/EG. If different users use the system – only on the upper parking spaces – (e.g. short-time parkers in office buildings or hotels) Sound insulation the Multiparking system needs to be adjusted. If required, According to DIN 4109 (Sound insulation in buildings), para. 4, would you please contact us. annotation 4, KLAUS Multiparkers are part of the building services Units (garage systems). Low-noise power units mounted to rubber-bonded-to metal Normal sound insulation: mountings are installed. Nevertheless we recommend that parking system’s garage be built separately from the dwelling. DIN 4109, para. 4, Sound insulation against noises from building services. Available documents Table 4 in para. 4.1 contains the permissible sound level values – wall recess plans emitted from building services for personal living and working – maintenance offer/contract areas. According to line 2 the maximum sound level in personal – declaration of conformity living andworking areas must not exceed 30 dB (A). – test sheet on airborne and slid-borne sound Noises created by users are not subject to the requirements Building application documents (see table 4 , DIN 4109). According to LBO and GaVo (garage regulations) the Multiparking The following measures are to be taken to comply with this value: systems are subject to approval. We will provide the required – Sound protection package according to offer/order building application documents. (KLAUS Multiparking GmbH) Corrosion protection – Minimum sound insulation of building R’ w = 57 dB (to be provided by customer) See separate sheet regarding corrosion protection. Care Increased sound insulation (special agreement): To avoid damages resulting from corrosion, make sure to follow Draft DIN 4109-10, Information on planning and execution, our cleaning and care instructions and to provide good ventilation proposals for increased sound insulation. of your garage. Agreement: Maximum sound level in personal living and working Railings areas 25 dB (A). Noises created by users are not subject to the If the permissible drop opening is exceeded, railings are to be requirements (see table 4, DIN 4109). mounted on the systems. If there are traffic routes next to or The following measures are to be taken to comply with this value: behind the installations, railings compliant to DIN EN ISO 13857 – Sound protection package according to offer/order must be installed by the customer. Railings must also be in place (KLAUS Multiparking GmbH) during construction. – Minimum sound insulation of building R’ w = 62 dB Environmental conditions (to be provided by customer) Environmental conditions for the area of multiparking systems: Temperature range –10 to +40° C. Relative humidity 50% at a Note: User noises are noises created by individual users in our maximum outside temperature of +40° C. Multiparking systems. These can be noises from accessing the If lifting or lowering times are specified, they refer to an platforms, slamming of vehicle doors, motor and brake noises. environmental temperature of +10° C and with the system set up directly next to the hydraulic unit. At lower temperatures or with longer hydraulic lines, these times increase. MultiBase G63 | Sach-Nummer 583.91.490-008 | Ausgabe 12.2016 Page 6 of 6 Page 1 Section To be performed by the customer Dimensions Safety fences Wall cuttings Car data Any constraints that may be necessary according to DIN EN ISO Any necessary wall cuttings according to page 1. 13857 in order to provide protection for the park pits for pathways Electrical supply to the main switch / Foundation earth connector Page 2 directly in front, next to or behind the unit. This is also valid during Width dim. Suitable electrical supply to the main switch must be provided by without door construction. Railings for the system are included in the series delivery when necessary. the customer during installation. The functionality can be monitored on site by our fitters together with the electrician. If this cannot be Numbering of parking spaces done during installation for some reason for which the customer is Page 3 Consecutive numbering of parking spaces. responsible, the customer must commission an electrician at their Width dim. own expense and risk. with door Building services Function In accordance with DIN EN 60204 (Safety of Machinery. Electrical Approach Any required lighting, ventilation, fire extinguishing and fire alarm Equipment), grounding of the steel structure is necessary, provided systems as well as clarification and compliance with the relevant by the customer (distance between grounding max. 10 m). Page 4 regulatory requirements. Operating device Load plan Cable conduits and recesses for operating device (for double wing Installation Drainage doors: please contact the local agency of KLAUS Multiparking). For the front area of the pit we recommend a drainage channel, which you connect to a floor drain system or sump (50 x 50 x 20 cm). Operating device exposed Operating device concealed Page 5 The drainage channel may be inclined to the side, however not the 110 above 120 above pit floor itself (longitudinal incline is available). For reasons of carriageway Electrical carriageway 5 installation environmental protection we recommend to paint the pit floor, and level 1 level

Technical to provide oil and petrol separators in the connections to the public 7 data sewage network. = = = =

Page 6 0

Strip footings 2 To be performed by the If due to structural conditions strip footings must be effected, the customer customer shall provide an accessible platform reaching to the top 9 Description of the said strip footings to enable and facilitate themounting work. Conduit EN25 (M25) 9 9 Marking If the following are not included in the quotation, they will According to DIN EN 14010, a warning that identifies this also have to be provided / paid for by the customer: danger area must be placed in the entrance area that conforms to ISO 3864. This must be done according to EN 92/58/EWG – Mounting of contactor and terminal box to the wall valve, for systems with a pit (platforms within the pit) 10 cm from the complete wiring of all elements in accordance with the circuit edge of the pit. diagram – Costs for final technical approval by an authorized body – Main switch – Control line from main switch to hydraulic unit Description Single platform (EB) and Double platform (DB) General description Platforms consisting of: Multiparking system providing independent parking spaces for – Platform base sections 3 cars (EB), 2 x 3 cars (DB), one on top of the other each. – Adjustable wheel stops Dimensions are in accordance with the underlying dimensions of – Canted access plates parking pit, height and width – Side members – Central side member [only DB] The parking bays are accessed horinzotally (installation deviation – Cross members ± 1%). – Safety railings – along the upper, middle and lower platform Vehicles are positioned on each parking space using wheel stops on (if required) the right side (adjust according to operating instructions). – Screws, nuts, washers, distance tubes, etc. Operation via operating device with hold-to-run-device using Hydraulic system consisting of: master keys. – Hydraulic cylinder The operating elements are usually mounted either in front of the – Solenoid valve column or on the outside of the door frame – Safety valve Operating instructions are attached to each operator's stand. – Hydraulic conduits For garages with doors at the front of the parking system the special – Screwed joints dimensional requirements have to be taken into account. – High-pressure hoses – Installation material Multiparking system consisting of: Electric system consisting of: – 2 steel pillars with base elements (mounted on the floor) – 2 sliding platforms (mounted to the steel pillars with sliding bearings) – Operating device (Emergency Stop, lock, 1 master key per – 3 platforms parking space) – 1 mechanic synchronization control system (to ensure – Terminal box at wall valve synchronous operation of the hydraulic cylinders while – Reed contact lowering and lifting the platform) Hydraulic unit consisting of: – 2 hydraulic cylinders – Hydraulic power unit (low-noise, installed onto a console with a – 2 rigid supports (connect the platforms) rubber-bonded-to-metal mounting) – Welded hydraulic lines up to installed globe valve – Hydraulic oil reservoir – Dowels, screws, connecting elements, bolts, etc. – Oil filling – The platforms and parking spaces are end-to-end accessible – Internal geared wheel pump for parking! – Pump holder – Clutch – 3-phase-AC-motor – Contactor (with thermal overcurrent relay and control fuse) – Test manometer – Pressure relief valve – Hydraulic hoses (which reduce noise transmission onto the hydraulic pipe

We reserve the right to change this speciﬁcation without further notice KLAUS Multiparking reserves the right in the course of technical progress to use newer or other technologies, systems, processes, procedures or standards in the fulﬁllment of their obligations other than those originally offered provided the customer derives no disadvantage from their so doing.