prepared for 1e marine parade, abbotsford 13 december 2017 · du c t ion: ratio consultants was...

Report Prepared for 1E Marine Parade, Abbotsford

13 December 2017

Proposed Mixed Use Development

1E Marine Parade, Abbotsford

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ratio:consultants Prepared for:

9 Clifton Street

1E Marine Parade, Abbotsford Richmond VIC 3121

Our reference 14560TRepO1F01 ABN 93 983 380 225

Version Date Reason for Issue Prepared By Checked By

1.0 19/10/2017 Preliminary Issue B Thomson R Fairlie

2.0 27/10/2017 Final Issue B Thomson R Fairlie

3.0 13/12/2017 Revised Issue R Fairlie R Fairlie

Directory Path Y:114501-15000\14560T - 1E Marine Parade, Abbotsford \Work\ Reports\14560TRepOlF01.docx

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Disclaimer: neither ratio:consultants pty ltd nor any member or employee of ratio:consultants pty ltd takes responsibility in anyway whatsoever to any person or organisation (other than that for which this report is being prepared) in respect of the information set out in this report, including any errors or omissions therein. ratio:consultants pty ltd is not liable for errors in plans, specifications, documentation or other advice not prepared or designed by ratio:consultants pty ltd.

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Chapter / Section Page No.

1 Introduction: 4

2 Existing Conditions' 5 2.1 Location and Environment 5 2.2 Road Network 6 2,3 Parking Conditions 7 2.4 Alternative Transportation 9 2.5 Crash Analysis 12

3 Proposal- 13 3.1 Development 13 3.2 Parking 13 3.3 Bicycle Parking 13

4 Car Parking Assessment: 14 4.1 Statutory Car Parking Requirements 14 4.2 Car Parking Demand Assessment 14 4.3 Allowing Fewer Spaces to be Provided 17 4.4 Adequacy of Parking Supply 19

5 Car Parking Layout and Access 20 5.1 Clause 52.06-9 Design Standard Assessment 20

6 Bicycle Facilities: 24 6.1 Clause 52.34 - Bicycle Facilities 24

7 Loading Facilities: 25 7.1 Loading and Unloading Arrangements 25 7.2 Waste Collection 25

8 Traffic Assessment: 26 8.1 Traffic Generation 26 8.2 Traffic Distribution and Impacts 27

Appendices:

Appendix A Parking Occupancy Survey

Appendix B Mechanical Parking Specifications

Appendix C Swept Path Assessment

Appendix D Bicycle Parking Specifications

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: Ratio Consultants was engaged by 1E Marine Parade, Abbotsford to assess the traffic and parking implications of a proposed eight storey mixed use development at 1E Marine Parade, in Abbotsford. The proposed development comprises the following components: — An eight-storey building with office tenancies across all levels and a

ground floor cafe; — Basement level parking providing 23 mechanical car parking spaces

and one (1) accessible at grade space; Two motorcycle parking spaces in the basement level of the site; and

— 50 bicycle parking spaces for staff and visitor use.

This report has been prepared to address the parking and traffic matters of the proposed development, and is based on surveys and observations in the vicinity of the site, and of previous studies of similar developments elsewhere in Melbourne.

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Figure 2.1: Site Location

2.1 Location and Environment

The proposed development is located at 1E Marine Parade, in Abbotsford, on the southern side of Marine Parade, approximately 100 metres east of Nicholson Street. The site's location relative to the surrounding road network is shown in Figure 2.1 below:

Source: www.melways.com.au

The site is a rectangular shape with frontage to Marine Parade of approximately 15.2 metres, and a depth of approximately 39.6 metres, for an overall site area of approximately 600 square metres.

The site is currently occupied by a two-storey commercial retail use. It is located in an Industrial 3 Zone (IN3Z), subject to an Aboriginal Cultural Heritage Sensitivity Overlay Schedule.

Land use within the immediate vicinity of the site is a mixture of manufacturing, office, commercial, residential and retail premises along Marine Parade. Figure 2.2 shows an aerial photograph of the subject site relative to its surroundings.

Some notable non-residential land uses include:

Browns Reserve, located approximately 200 metres south-west of the subject site. Little Sophia Rudolph Steiner Kindergarten, located approximately 300 metres north of the subject site. Gahan Reserve, located approximately 300 metres west of the subject site. Studley Park, located approximately 350 metres east of the subject site.

— Collingwood Railway Station, located approximately 490 metres west of the subject site.

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Fioure 2.2* Aerial View of Site and Surrounds

University of Melbourne Early Learning Centre, located approximately 500 metres north-east of the subject site. Collingwood Library, located approximately 650 metres south-west of the subject site.

Source: maps.nearmap.com.au

2.2 Road Network

Marine Parade is a Council managed Local Road that runs in an east-west direction between Nicholson Street in the west and continues as Paterson Street in the east. In the vicinity of the subject site, Marine Parade has an approximate carriageway width of 13.4 metres accommodating two lanes of traffic, parallel kerbside parking on the northern side, 90-degree angled parking on the southern side, and footpaths on both sides of the road.

Marine Parade has a default speed limit of 50 km/h within built-up urban areas.

Images of Marine Parade in close proximity to the frontage of the subject site are shown in Figure 2.3 and Figure 2.4.


Figure 2.3: Marine Parade looking east past the subject site

Figure 2.4: Marine Parade looking west past the subject site

2.3 Parking Conditions

Ratio Consultants commissioned surveys of the on-street parking supply and demand on Thursday 20 July 2017 between 7:00am and 6:00pm. The extent of the survey area is presented in Figure 2.4 below, with the detailed survey results attached in Appendix A.

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Figure 2.5: Extent of Area Surveyed for Parking Supply and Demand

ABSCISE ORD STREET

RAPIER STREET

Thursday 20 July 2017

There was observed to be a supply of 158 publicly available car parking spaces within the survey area, subject to a range of parking restrictions, predominately 2P and 4P time controlled spaces.

The demand for parking was moderate to relatively strong during regular business hours of 9:00am to 5:00pm, ranging between 62% to 83% occupancy.

The peak period occurred at 7:00am when a total of 136 parking spaces were recorded as occupied out of a total parking supply of 158 spaces, representing an 86% occupancy. There was a minimum of 22 vacant car parking spaces during this time.

Graph 2.1 provides a graphical representation of the temporal profile of the Thursday parking demands.

Graph 2.1: Thursday 20 July 2017 Temporal Profile of Parking Demand

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PUBLIC VACANCIES 22 23 28 32 34 30 56 51 50 62 62 55

■ PUBLIC OCCUPANCIES 136 135 130 126 124 128 102 107 108 96 96 103

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The survey results indicate that the overall on-street parking demand in the precinct is moderate to relatively strong during a normal weekday period. During the survey period, there were a minimum of 22 available on-street parking spaces at all times.

Within proximity of the subject site, there is a commercial car park located in St Heliers Street approximately 600 metres north-east of the site. This commercial car park provides additional off-street car parking to support local land uses in the area.

On the basis of the assessment above, the spare capacity within the surrounding on-street public car parking and the supporting commercial off-street car parking facilities are considered acceptable for the proposed development.

2.4 Alternative Transportation

Additional transport options to the subject site can be sought through alternative transportation. The following options are easily accessible to the site.

Public Transport

The site has excellent access to the public transport network with the following services available in close vicinity of the subject site, as described in Table 2.1.

Tahl 1• P 1•61. Tranennrt

Route Number Route Description Nearest Stop

Walking Distance

Bus Route 200 City (Queen Street) - Bulleen

Bus Nicholson Street / 400 metres Route 207 City - Doncaster SC via Kew Junction Johnston Street - 5 minutes

Bus Night Bus - City - Kew - Doncaster Route 966 Road - Box Hill

Bus Route 246 Elsternwick - Clifton Hill via St Kilda

Bus City - Box Hill via Belmore Road and Route 302 Eastern Freeway

Bus Route 303 City - Ringwood North via Park Road

Bus Route 304

City - Doncaster SC via Belmore Road and Eastern Freeway

Noddle Street / 550 metres Vere Street - 7 minutes

Bus City - The Pines SC via Eastern Route 305 Freeway

Bus Route 309 City - Donvale via Reynolds Road

Bus Route 318 City - Deep Creek

Bus City - La Trobe University via Eastern Route 350 Freeway

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Route Description Nearest Stop Walking Distance

Bus City - The Pines SC via Eastern

Route 905 Freeway, Templestowe (SMARTBUS Service)

Bus City - Warrandyte via The Pines SC Route 906 (SMARTBUS Service) Hoddle Street 550 metres - 7

/ Vere Street minutes Bus City - Mitcham via Doncaster Road

Route 907 (SMARTBUS Service)

Bus City - The Pines SC via Eastern Route 908 Freeway (SMARTBUS Service)

Tram Route 12

Tram Route 109

Hurstbridge Line

South Morang Line

Victoria Gardens - St Kilda

Box Hill - Port Melbourne

Collingwood 600 metres Railway Station - 7 minutes

Nicholson Street / 950 metres -

Victoria Street 11

minutes

Nicholson Street / 950 metres -

Victoria Street 11

minutes

Figure 2.6 shows the public transport services operating within convenient proximity of the site.

Figure 2.6: Public Transport Services Operating within the Vicinity of the Site

Source: www.ptv.vic.gov.au

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Walking Distance

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850 metres -11 minutes




Nicholson Street - Gipps Street Intersection (Western side)

Trenerry Crescent - Johnston Street Intersection

Nicholson Street - Mollison Street Intersection (Western side)

Stanton Street at the Collingwood Town Hall

Nicholson Street - Victoria Street Intersection (North side)

Trenerry Crescent - Johnston Street Intersection

Stanton Street - Collingwood Railway Station

Lulie Street - Johnston Street Intersection

Bicycle Facilities

The site has very good access to the surrounding network of on and off-road bicycle facilities, including:

— An off-road bicycle route alongside the Yarra River connecting to Gardiners Trail to the south, Capital City Trail to the north and Main Yarra Trail to the east.

— On-road bicycle lanes on either side of Nicholson Street heading north-south.

— On-road bicycle lanes on either side of Langridge Street and Gipps Street heading east-west.

— On-road shared transit lanes along Hoddle Street are provided either side for cyclist use. The local road network provides a safe and convenient option for cycling.

Additionally, bicycle sharing services operate within the proximity of the subject site. At the time of this report, oBike bicycles were clustered along Johnston Street, Hoddle Street and Victoria Street, within a convenient walking distance of the site.

Car Share

Car share provides another alternative to private vehicle usage for access and travel relating to the subject site. The subject site has very good access to a multitude of car share options and are detailed in Table 2.2.

Table 2.2: Car Share providers and locations

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Additionally CarNextDoor enables private loaning of vehicles for users as an alternative to the commercial providers. A number of cars are available around Park Street to the west and Turner Street to the north.

2.5 Crash Analysis

A review has been conducted of VicRoads 'Crashstats' data base for the five-year period of available data from 1 January 2012 to 31 December 2016 for any reported casualty crashes within the following review area:

— The length of Marine Parade; and — The subsequent intersections with Marine Parade;

This analysis revealed that there has been a total of 2 casualty crashes, all occurring at the intersection of Marine Parade and Nicholson Street, as detailed below:

Nicholson Street/Marine Parade Intersection:

— One 'Right Rear' type crash occurred in March 2015 resulting in a serious type injury; and One 'Lane side swipe (vehicles in parallel lanes)' type crash occurred in June 2015, resulting in an 'other' type injury.

There were no recorded crashes along the length of Marine Parade.

The analysis revealed no discernible pattern with regards to time of day or type of crash.

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3.1 Development

The proposal involves the demolition of Wilson Fabrics and Homewares the existing two-storey building accommodating and the construction of an eight-storey mixed use development, comprising the following:

Office tenancies across all levels with a gross floor area of 2873 square metres and a ground floor café tenancy with a floor are of 62 square metres;

A total of 23 spaces are to be provided on-site within a proposed car stacker system in the basement level. A single accessible space within the basement parking level. Two motorcycle parking spaces are provided within the basement level. Provision of 50 bicycle parking spaces with accompanying changing and washroom facilities within the basement level.

3.2 Parking

The staff parking is proposed to be accommodated with 23 mechanical parking spaces in a basement car park, accessed from Marine Parade. An accessible parking space is also provided within the basement level of the site.

Two motorcycle parking spaces are provided within the basement parking level.

Customer parking is proposed to be accommodated within the surrounding on-street public car parking.

3.3 Bicycle Parking

The development proposes to provide 40 bicycle parking spaces in association with a bicycle service area, change and washroom facilities within the basement level of the site. Two bicycle parking spaces are provided within the entrance to the lobby and four hoops (eight parking spaces) are proposed within the footpath adjacent to the site frontage, subject to Council endorsement.

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4.3. Statutory Car Parking Requirements

The required provision of car parking spaces for the specified uses is listed under Column A of Table 1 in Clause 52.06-5 of the Yarra Planning Scheme. The application of the relevant rates is detailed in Table 4.1.

Table 4.1: Statutory Parking Requirements

Use No Size Parking Rate Statutory Parking

Requirement

Office

Food & Drink

Premises (Cafe)

2,878 3.5 spaces to each 100 sqm of

sqm leasable floor area

4 spaces to each 100 sqm of 62 sqm

leasable floor area

Total

100 spaces

2 spaces

102 spaces

Based on the results above, the proposal has a statutory requirement to provide 102 car parking spaces. The proposed design provides 24 parking spaces (including 1 DDA space). Therefore the development seeks a waiver of 78 car parking spaces against the statutory requirements of the Yarra Planning Scheme.

Under the provisions of Clause 52.06, the responsible authority is able to reduce the parking requirements (including reduced to zero), provided the applicant satisfies the responsible authority that the provision of car parking is justified on the basis of:

— The car parking demand likely to be generated by the use; — Whether it is appropriate to allow fewer spaces to be provided than

the number likely to be generated by the use.

An assessment of the expected parking demand and the appropriateness of allowing a reduction of on-site parking for the proposed development is discussed below:

4.2 Car Parking Demand Assessment

Clause 52.06-7 states that an application to reduce the number of car parking spaces required under Clause 52.06-5 must be accompanied by a Car Parking Demand Assessment which must address the following matters:

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. Any empirical assessment or case study.


Empirical Assessment of Office Parking Demand

Reference is made to surveys undertaken by Cardno in May 2016 of an office development at 511 Church Street in Richmond, which recorded a peak parking demand of 1.76 spaces per 100 square metres of floor area. This recorded demand was an unconstrained car parking demand, with no more than 122 of the 174 car parking spaces provided occupied at any one time.

Cardno also undertook concurrent surveys of the on-street car parking in the area of the 511 Church Street site, with these showing that available long term parking was saturated (98 percent occupied) and short term parking was also highly utlised (91 percent occupied) at the time of the recorded on-site peak parking demand.

It is understood that access to the on-site car parking at 511 Church Street is secured for staff use only, but is not charged.

As such the abovementioned on-site peak parking demand rate was unlikely to be artificially low due to incidences of building occupants choosing to park on-street and likely reflects that:

— The site is easily accessible by alternate transport, with: • Tram route 78 extends along Church Street immediately in front of

the site; • East Richmond train station is a short 260 metre walk to the north;

and • The Main Yarra bicycle trail extending along the Yarra River 580

metres to the south.

— These alternate transport modes are more attractive for many staff than driving.

The subject site has some similar characteristics to the 511 Church Street site having regard to accessibility, on-street parking supply and availability, and road network conditions.

Therefore, it is our view that, regardless of the level of on-site car parking, a high proportion of future office staff will have a preference to access the site via public transport and other alternate modes.

Acknowledging that the parking demands recorded by Cardno at the 511 Church Street development were unconstrained demands, it is our view that there is good opportunity to further encourage a shift from private vehicle use to alternate transport through the limitation of on-site parking provision.

In this regard, parking for office staff will be limited to 23 spaces square to 2,878 metres of office floor area, which equates to 0.80 spaces to each 100 square metres.

As discussed in Section Error! Reference source not found., on-street parking in the surrounding streets is typically subject to various controls and is well utilised.

Also as previously noted, the site is readily accessible by public transport and the development scheme actively promotes alternate transport use through providing significant bicycle parking and end of trip facilities.

In practice, to further support the development approach to car parking to discourage speculative decisions by future staff to drive we recommend that future tenants be required to assign any allocated staff car parking to particular individuals. This could be done through a car parking plan or alternate building corporation/management mechanism.


The Availability of Public Transport in the Locality of the Land

As discussed, the site has excellent access to a range of public transport services with train, tram and bus services operating in convenient proximity to the subject site. The site has ideal access to multiple Bus Routes along Hoddle Street, the Hurstbridge and South Morang rail lines and is within close proximity of the 12 and 109 Tram Routes.

Accordingly, the range of public transport opportunities are expected to be utilised by staff, as well as by some customers of the proposed café and office tenancies, without relying on the use of private motor vehicles.

The Convenience of Pedestrian and Cyclist Access

Pedestrian footpaths are provided on both sides of roads through the local road network which are generally in excellent condition. The proposed main pedestrian access to the site will provide a clear and direct link to and from the surrounding pedestrian network.

The site has very good access to surrounding bicycle network in convenient proximity of the site providing a viable alternative vehicle travel mode for people generated by the site. Additionally, bicycle sharing services operate within the proximity of the subject site. At the time of this report, oBike bicycles were clustered along Johnston Street, Noddle Street and Victoria Street, within a convenient walking distance of the site.

These facilities are expected to provide a viable means of alternative active transport that will reduce future reliance on private motor vehicles for staff and some customers.

The Provision of Bicycle Parking and End of Trip Facilities for Cyclists

The proposal includes a generous provision of 54 bicycle spaces, provided within horizontal and vertically accessed bicycle rails and accompanying service area within the basement level and four horizontally accessed spaces at the ground level. These facilities will help to encourage bicycle travel to work.

End of trip shower facilities and lockers are proposed at the basement level. This is expected to encourage staff to walk or cycle to work.

Access to Car Share Facilities

As discussed in section 2.4, there are a total of nine car share pods located within 850 metres of the site. Car share can be used by staff of the office who do not drive to work for car travel needs during the day to meetings, etc.

Staff Car Parking Demand

Staff car parking demands are often a function of supply and in locations where parking is constrained by parking restrictions, staff typically elect to utilise alternate transport modes where available.

Considering the location of the site, its proximity to a wide variety of transport modes and the extensive short-term parking restrictions in the vicinity of the site, the office and cafe staff car parking demand is expected to be limited to the level of on-site car parking provision. Accordingly, office and retail staff are expected to generate a parking demand in the order of 23 car parking spaces.


Customer Cafe Demand

The proposed ground floor café is expected to service the staff of the office tenancies, as well as residents and businesses within the surrounding area.

Conservatively applying a rate of 3.5 spaces per 100 square metres, consistent with the Clause 52.06-5 Column B parking rate for nested retail land uses, acknowledging the location of the site, the cafe would be expected to generate a staff car parking demand of up to two spaces and limited car parking demand.

4.3 Allowing Fewer Spaces to be Provided

Clause 52.06-7 sets out a range of factors to be considered when determining the appropriateness of allowing fewer car parking spaces to be provided. Some of the relevant factors are:

— The Car Parking Demand Assessment; The Availability of Alternative Car Parking in the Locality of the Land; The practically of providing car parking on-site; and Any relevant considerations.

Relevant Local Policy

Clause 21.06 of the Yarra Planning Scheme outlines the relevant Local Planning Policies that relate to transport and parking implications of this proposal. Broadly, Clause 21.06 outlines Yarra's aims to reduce car dependence by promoting walking, cycling and public transport.

It includes a number of strategies that aim to achieve these goals; the following are the key strategies relevant to this proposal:

Improve pedestrian and cycling links in association with new development where possible. Require new developments that generate high numbers of trips to be easily accessible by public transport.

— Require all new large developments to prepare and implement integrated transport plans to reduce the use of private cars and to eFri 20 Oct 2017: 8am to 7pm (12 hrs)

— Encourage walking, cycling and public transport.

Key reference documents are the City of Yarra's Strategic Transport Statement and the Encouraging and Increasing Walking Strategy.

The Strategic Transport Statement outlines Yarra's broad vision for sustainable transport and places emphasis on encouraging walking, cycling and public transport. It identifies Yarra's transport mode hierarchy as follows:

More sustainable transport modes:

1. Pedestrians

2. Cyclists

3. Tram

4. Bus/Train

5. Taxi users/ car shares

Less sustainable transport modes

6. Freight vehicles

7. Motorcyclists


8. Multiple occupant local traffic 9. Single occupant local traffic

10. Multiple occupants through traffic

11. Single occupant through traffic.

The statement notes that this hierarchy should be applied to all decision making and actions related to transport. In addition, the statement identifies a number of Strategic Transport Objectives and Actions (STOs) as relevant:

STO1: Create a city which is a great and safe place to walk and increase the numbers of those walking in Yarra.

— STO2: Create the most bicycle friendly city in Australia and increase the numbers of those cycling in Yarra.

— STO5: Ensure council's response to parking demand is based on Yarra's parking hierarchy and sustainable transport principles.

The increasing Walking Strategy outlines Yarra's desire to encouraging walking by improving connectivity, safety and information.

The proposal is considered to be in-line with the strategic intent of the City of Yarra's Planning Scheme on the basis of the following:

The reduced provision of on-site parking will reduce car dependence by promoting walking, cycling and public transport in accordance with Clause 21.06 of the Yarra Planning Scheme.

— There is a generous provision of on-site bicycle parking which will encourage cycling in accordance with the strategy outlined under Clause 21.06 and STO2 of the City of Yarra's Strategic Transport Statement. The proposal has good connections to existing pedestrian footpaths which will promote walking to/from the site in accordance with STO1 of the City of Yarra's Strategic Transport Statement and the City of Yarra's Increasing Walking Strategy.

Availability of Car Parking

The results of the parking surveys outlined in Section 2.4 confirm that the on-street public parking within the vicinity of the site is predominately 2P, 4P and Permit Zone time restricted and unrestricted parking in the surrounding area. Throughout the survey area a minimum of 22 on-street parking spaces were available during the survey period.

It is also noted that there is a commercial off-street car park located 600 metres north-east of the subject site servicing the parking needs of local land uses in the area.

Other Approved Office Developments in the City of Yarra

It is noted that Council has approved similar parking rates for office developments within the City of Yarra that experience similar characteristics in regards to availability of public transport, constrained on-street parking availability, etc. Of particular relevance is the large proposed office development at 484-486 Swan Street in Richmond, where Council officer's noted that: "The proposed on-site office parking rate of 0.81 spaces is considered appropriate, having regarding to the site's excellent accessibility to public transport services and proximity to Melbourne. Providing a reduced office parking rate for this site as well as other sites within the surrounding area encourages a modal shift from private motor based commuting to using more sustainable forms of transport".


Other approved office developments in the Cremorne precinct within the City of Yarra include:

9-11 Cremorne Street: 0.85 spaces per 100m2 (20 on-site spaces for 2,329m2 of office floor space) 33 Balmain Street: 0.78 spaces per 100nn2 (14 on-site spaces for 1788.1m2 of office floor space) 13 Cubitt Street: 0.41 spaces per 100m2 (3 on-site spaces for 726.25 m2 of office floor space)

On this basis, the proposed on-site parking provision and parking rate is consistent with similar scale and located office developments within the City of Yarra.

4.4 Adequacy of Parking Supply

It is proposed to accommodate 23 staff vehicles in mechanical car stackers in the on-site car parking spaces and one accessible car parking space within the basement level. This level of parking provision is considered adequate for the following reasons:

The site is ideally located to take advantage of access to a wide variety of public transport alternatives. The site is located within walking distance to two train lines, two tram routes and 15 bus routes. Many staff are expected to utilise these services to commute to and from work.

— The site has very good access to on and off-road bicycle lanes, and the pedestrian footpath network. This will encourage staff to cycle or walk to and from work. The proposal includes a generous provision of bicycle parking spaces and end of trip facilities, which will encourage staff towards an alternative method of transport to/from the subject site. On-street parking spaces in the vicinity of the site are sufficiently protected from long term staff parking by short term parking restrictions. Furthermore, moderate to relatively strong occupancy levels during weekday business hours are expected to further discourage staff from utilising private motor vehicles for travel to and from the subject site.

— Given the site's excellent accessibility to alternative modes of transport and restricted provision of on-site car parking, the car parking demand generated by the office component is expected to be significantly lower than the Yarra Planning Scheme rate.

— Suitable short-term car parking is available within close proximity of the subject site, to accommodate visitors/customers of the office and café tenancy.

— The development proposal to provide less on-site parking aligns with the objectives sought by Local Policy to reduce the dependence on private motor vehicles. Car share vehicles are available within walking distance of the subject site, which can be used by office staff who do not drive to work, for day-to-day errands such as attending meetings.

— The proposed on-site parking provision and parking rate is consistent with similar scale and located office developments within the City of Yarra.

On the basis of the reasons discussed above, it is considered that the proposed level of car parking is suitable for the nature, location and scale of the proposed development.

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5.1 Clause 52.06-9 Design Standard Assessment

The proposed basement access arrangements and car parking layout have been designed in accordance with the objectives and design requirements of Clause 52.06-9 of the Yarra Planning scheme, AS/NZS2890.6:2009 and with the relevant sections of AS/NZS 2890.1:2004.

An assessment against the relevant design standards of the Planning Scheme is provided below.

Design Standard 1 - Accessways

Design Standard 1 of Clause 52.06-9 relates to the design of accessways. The requirements of Design Standard 1 are assessed against the proposal in Table 5.1.

Table 5.1: Design Standard 1 Assessment - Accessways

Requirement Comments

Satisfied: The access ramp has been designed to allow vehicle movements

Must be at least 3m wide. (B99 vehicle) to/from Marine Parade, with a width of 3.6 metres inclusive of 300mm wide kerbs on both sides of the ramp.

Have an internal radius of at least 4m at Satisfied: The ramp is straight and does changes of direction or intersection or be at not have a change of direction. least 4.2m wide.

LU Allow vehicles parked in the last space of a dead-end accessway in public car parks to exit in a forward direction with one manoeuvre.

Provide at least 2.1m headroom beneath overhead obstructions, calculated for a vehicle with a wheel base of 2.8m.

If the accessway serves four or more car spaces or connects to a road in a Road Zone the accessway must be designed so that cars can exit the site in a forward direction.

Have a corner splay or area at least 50% clear of visual obstructions extending at least 2m along the frontage road from the edge of an exit lane and 2.5m along the exit lane from the frontage, to provide a clear view of pedestrians on the footpath of the frontage road. The area clear of visual obstructions may include an adjacent entry or exit lane where more than one lane is provided, or adjacent landscaped areas, provided the landscaping in those areas is less than 900mm in height.

N/A - The basement parking level is not intended for public car parking.

Satisfied: A minimum of 2.2 metres headroom beneath overhead obstructions is provided along the ramp and within the car park.

A minimum headroom of 2.5 metre is provided for the accessible parking space in accordance with the Australian Standards.

Satisfied: Cars are able to enter and to exit the site in a forward direction.

Partially Satisfied: A pedestrian sight triangle is provided on the left side of the ramp entrance.

The access ramp has convex mirror provided on the left side of the site access, due to the sight restrictions of the adjacent property boundary

1E Marine Parade, Abbotsford - 14560TRepO1F02 20

Car parking spaces and accessways must have the minimum dimensions as outlined in Table 2 of Design Standard 2.

Car spaces in garages or carports must be at least 6m long and 3.5m wide for a single space and 5.5m wide for a double space measured inside the garage or carport.

Where parking spaces are provided in tandem (one space behind the other) an additional 500mm in length must be provided between each space.

Where two or more car parking spaces are provided for a dwelling, at least one space must be under cover.

Disabled car parking spaces must be designed in accordance with Australian Standard AS2890.6-2009 (disabled) and the Building Code of Australia. Disabled car parking spaces may encroach into an accessway width specified in Table 2 of Design Standard 2 by 500mm.

A headroom in excess of 2.5 metres is to be provided above the disabled space and a headroom of at least 2.2 metres is to be provided for the path to the disabled space, in accordance with Clause 2.4 of AS2890.6- 2009.

Satisfied: All standard car spaces are designed in accordance with Table 2 of Design Standard 2 - Car Parking Spaces with a length of 4.9 metres, a width of at least 2.6 metres and are accessed via a minimum aisle width of 6.4 metres.

Where the aisle is restricted to 6.2 metres, parking has been allocated to small car use only.

N/A: There are no garages or carports proposed.

Satisfied - Sufficient space has been provided for the mechanical car parking in tandem to allow for vehicle access.

Satisfied - all spaces are provided undercover.

Satisfied: - The accessible space has been designed in general accordance with Clause 2.2.1 of AS2890.6-2009, with a length of 5.4 metres, a width of 2.4 metres and an adjacent shared area of the same dimensions.

A headroom of 2.5 metres is provided for the accessible space and the path to the disable space. This provision fulfils Clause 2.4 of AS2890.6-2009.

If an accessway to four or more car parking spaces is from land in a Road Zone, the N/A: The accessway is not from land in a access to the car spaces must be at least 6m Road Zone. from the road carriageway.

Design Standard 2 - Car Parking Spaces

Design Standard 2 of Clause 52.06-9 relates to the design of car spaces. The requirements of Design Standard 2 are assessed against the proposal in Table 5.2.

Table 5.2: Desian Standard 2 Assessment - Car Parkina Snares

lE Marine Parade, Abbotsford - 14560TRepO1F02 21

Requirement

Comments

Accessway grades must not be steeper than 1:10 (10%) within 5m of the frontage to ensure safety for pedestrians and vehicles. The design must have regard to the wheelbase of the vehicle being designed for, pedestrian and vehicular traffic volumes; the nature of the car park; and the slope and configuration of the vehicle crossover at the site frontage. This does not apply to accessways serving three dwellings or less.

Ramps (except within 5 metres of the frontage) must have the maximum grades as outlined in Table 3 of Design Standard 3 and be designed for vehicles travelling in a forward direction.

Where the difference in grade between two sections of ramp or floor is greater than 1:8 (12.5%) for a summit grade change, or greater than 1:6.7 (15%) for a sag grade change, the ramp must include a transition section of at least 2 metres to prevent vehicles scraping or bottoming.

Plans must include an assessment of grade changes of greater than 1:5.6 (18%) or less than 3 metres apart for clearances, to the satisfaction of the responsible authority.

Satisfied: The accessway is accessed directly from a frontage road, and the proposed ramp gradients are compliant.

Satisfied: The ramp access has a maximum grade of 1:4 and it is designed for vehicles travelling in a forward direction.

Satisfied: The ramp's profile satisfies the maximum transition requirements.

Design Standard 3 - Gradients

Design Standard 3 of Clause 52.06-9 relates to the design of gradients. The requirements of Design Standard 3 are assessed against the proposal in Table 5.3.

The proposed ramp grades into the basement car park are as follows: 1:10 over 5 metres, 1:5 over 2 metres. 1:4 over 10.35 metres, and 1:8 over 2.5 metres,

Table 5.3: Design Standard 3 Assessment - Gradients

Design Standard 4: Mechanical

Mechanical parking is proposed to be accommodated within the Hercules Expanderpark series:

— Provision of the car stacker spaces within the Hercules Expanderpark will allow for spaces of a minimum height clearance of 1.8 metres at the upper entry and lower levels. The provision for 2.4 metre clear platform widths has been accommodated by providing the required 2.8 metre width within the, as shown in the architectural plans.

Refer to Appendix B for the data specification sheet for further information.

Design Standard 4 of Clause 52.06-9 relates to the use of mechanical parking. The requirements of Design Standard 4 are assessed against the proposal in Table 5.4

r: lE Marine Parade, Abbotsford - 14560TRepOlF02 22

Table 5.4: Design Standard 4 Assessment - Mechanical Parking

Requirement Comments

At least 25 per cent of the mechanical car parking spaces can accommodate a vehicle clearance height of at least 1.8 metres

Car parking spaces that require the operation of the system are not allocated to visitors unless used in a valet parking situation

Satisfied - The provided mechanical parking spaces have a vertical clearance of 1.8 metres or more, which is in excess of the Yarra Planning Scheme requirement.

Satisfied - The proposed mechanical parking is allocated for staff users only.

Design Standard 6: Safety

A security gate will be provided to control access and provide security to the basement car park. The security door will be able to be closed and opened by remote controls (or similar) to allow staff to enter/exit the basement car park unimpeded.

5.2 Swept Path Assessment

An assessment (refer to Appendix C) of the accessibility to/from the site and critical parking bays using the `Autodesk Vehicle Tracking' software has been conducted. The 699 (99th percentile car) was used in the assessment and it was found that the site access arrangement can cater for a vehicle to enter/exit in a forward direction and each parking space could be accessed (ingress and egress) in a satisfactory manner.

Some corrective manoeuvres may be required, which is in accordance with AS/NZS2890.1:2004 (Table 1.1). This table specifies that three-point turn movements to enter and exit 90 degree parking spaces are permitted for Class 1A (regular) users, as it is recognised that these developments will have low turnover and users are generally prepared to accept some inconvenience when entering or leaving a parking space.

Overall, the proposed basement access arrangements and car parking layout have been designed appropriately and in accordance with the requirements of the Yarra Planning Scheme, AS/NZS 2890.6:2009 and the relevant sections of AS/NZS 2890.1:2004.


Use No Size Statutory

Requirement Type Statutory Parking Rate

Staff 5 Office -Showers

If 5 or more employee bicycle spaces are

required, 1 shower for the 50 first 5 employee bicycle

spaces plus 1 to each 10 employee bicycle spaces

thereafter

1 change room or direct access to a communal change room to each To support 5

shower. The change room showers. may be combined shower

and change room

Office - Change Staff 50 rooms

Office 2,745 sqm

Café 263.5 sqm

Total Parking Requirements

1.0 to each 300 sqm of net floor area if the net floor area exceeds 1000 sqm

1.0 to each 1000 sqm of net floor area if the net floor area exceeds 1000 sqm

1 to each 300 sqm of leasable floor area

1 to each 500 sqm of leasable floor area

Staff bicycle parking

Visitor bicycle parking

Staff bicycle parking

Visitor bicycle parking

9 spaces

3 spaces

1 space

1 space

14 spaces

6.1 Clause 52.34 - Bicycle Facilities

Clause 52.34 of the Yarra Planning Scheme (Bicycle Facilities) specifies the following rates for bicycle spaces as set out below in Table 6.1

TnhIa R. 1 • DirvrIa elm Id' Gtmt••tnni Donn ircmcnt

Accordingly, the proposal has a requirement to provide a total of 14 bicycle spaces (10 staff and four visitor spaces).

The development proposes to provide a generous total of 42 spaces within the development site and eight spaces within the footpath adjacent to the site frontage, subject to Council endorsement.

The proposed design provides 40 bicycle parking spaces within the Basement Level and 10 bicycle parking spaces at Ground Level of the site. End of trip facilities have been provided with five shower/changeroom facilities and a communal locker space has been provided. Additionally a bicycle repair station has been provided in close proximity to the bicycle parking spaces. Provision of bicycle parking specifications have been included in Appendix D of this report.

This is considered to be in excess of the statutory requirements for the provision and arrangement of bicycle parking and is deemed satisfactory for the development.

r 1E Marine Parade, Abbotsford - 14560TRepO1F02 24

7.1 Loading and Unloading Arrangements

Clause 52.07 'Loading and Unloading of Vehicles' of the Yarra Planning Scheme outlines the provision of loading requirements. Pursuant to Clause 52.07 no building or works may be constructed for the manufacture, servicing, storage or sale of goods or materials unless:

— space is provided for loading and unloading vehicles as specified in the table below.

— The driveway of the loading bay is at least 3.6 metres wide. If a driveway changes direction or intersects another driveway, the internal radius at the change of direction or intersection must be at least 6 metres.

— The road that provides access to the loading bay is at least 3.6 metres wide.

The floor area of the proposed development is 3008.5 square metres. Accordingly, a permit may be granted to reduce or waive these requirements if either:

— The land area is insufficient; and/or — Adequate provision is made for loading and unloading vehicles to the

satisfaction of the responsible authority.

The proposed café component of the development triggers the provision of a loading facility, which has a floor area of 62 square metres.

It is considered that the provision of an on-site loading bay is unnecessary and that loading activities associated with the café can be carried out on-street.

On this basis, the proposed loading arrangements are considered satisfactory.

7.2 Waste Collection

The waste storage area is located within the basement level of the development for use by the office and café tenancies. For further information on collection and storage requirements, please refer to the Waste Management Plan, completed by Ratio Consultants, accompanying the planning permit submission.


Tra

ffic

Assess

me

nt:

CO

8.1 Traffic Generation

Office Traffic Generation

Based on surveys at other office developments in Melbourne, it is expected that the development will generate 0.5 vehicular trips per car space during the morning peak hour and the evening peak hour. Employee trips will be mainly arriving in the morning peak and departing in the afternoon peak with approximately 90% of employees assumed to arrive and depart during the respective morning and afternoon peak periods.

Accordingly the expected trip generation for a typical weekday AM and PM peak hours is estimated as shown in Table 8.1.

Table 8.1: Office Traffic Generation

AM Peak PM Peak

Arriving trips: 22 2

Departing trips: 2 22

Total trips: 24 24

Café Traffic Generation

The café tenancy is expected to generate in the order of 8 trips per 100 square metres per hour for staff and customers. On this basis, it is estimated that for the AM and PM commuter peak hours the café tenancy will generate in the order of 4 trips per hour (mainly passing traffic along Marine Parade)

The majority of these trips will be customers and will be generated on the surrounding road network. Staff trips are estimated to be in the order of one trip per allocated space during the AM and PM peak hours which equates to one trip per hour.

Based on an hourly traffic generation rate of 8 vph per 100 square metres during the AM and PM peak hour periods, with a 50:50 split between arrivals and departures in both the AM and PM peak periods, the expected trip generation for a typical weekday AM and PM peak hours is estimated as shown in Table 8.2.

Table 8.2: Cafe Traffic Generation

AM Peak

PM Peak

Arriving trips:

2 (1 staff)

2

Departing trips:

2

2 (1 staff)

Total trips:

4

4


Total Site Traffic Generation

A summary of the overall peak hour traffic generation for this mixed-use development for Marine Parade and the surrounding road network is shown in Table 8.3.

Table 8.3: Overall Traffic Generation

AM Peak PM Peak

Arriving trips: 24 4

Departing trips: 4 24

Total trips: 28 28

8.2 Traffic Distribution and Impacts

The traffic generated by the subject site will use Marine Parade for entry/exit to the subject site. It is anticipated that the majority of the traffic generated by the site will use Nicholson Street to access Marine Parade, with the Eastern Freeway to the north and Noddle Street to the west as primary access routes to the subject site.

Based on the total traffic generation, the surrounding road network will be able to comfortably accommodate the expected traffic volume (up to 28 total movements in the AM and PM peak hours) associated with the proposed mixed-use development. As vehicles will be able to exit the subject site in a forward direction, it is expected that this will not create any adverse traffic safety or operational issues.


C 0

Based on the preceding assessment of the proposed mixed use development located at 1E Marine Parade, Abbotsford, it is concluded as follows:

— The provision of 24 staff car parking spaces on site is sufficient, given the following: • The site is ideally located to take advantage of access to a wide

variety of high frequency public transport alternatives. The site is located within walking distance to two train lines, two tram routes and 15 bus routes. Many staff are expected to utilise these services to commute to and from work.

• The site has very good access to on and off-road bicycle lanes, and the pedestrian footpath network. This will encourage staff to cycle or walk to and from work.

• The proposal includes a generous provision of bicycle parking spaces and end of trip facilities, which will encourage staff towards an alternative method of transport to/from the subject site.

• On-street parking spaces in the vicinity of the site are sufficiently protected from long term staff parking by parking restrictions. Furthermore, moderate to relatively strong occupancy levels during weekday business hours are expected to further discourage staff from utilising private motor vehicles for travel to and from the subject site.

• Given the site's excellent accessibility by alternative modes of transport and restricted provision of on-site car parking, the car parking demand generated by the office component is expected to be less than the Yarra Planning scheme rate.

• Suitable short-term car parking is available within close proximity of the subject site, to accommodate visitors/customers of the office and potential food and drink tenancy.

• The development proposal to provide less on-site parking aligns with the objectives sought by Local Policy to reduce the dependence on private motor vehicles.

• Car share vehicles are available within walking distance of the subject site, which can be used by office staff who do not drive to work, for day-to-day errands such as attending meetings.

— Up to 28 vehicle trips will be generated during the AM/PM peak hours by the proposed development. The surrounding network has the capacity to accommodate the additional traffic volumes in a satisfactory manner.

Overall, it is anticipated the proposed office and cafe land uses will not create adverse traffic or parking impacts in the precinct.

r: lE Marine Parade, Abbotsford - 14560TRepOlF02 28

App

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FIGURE 2.3 Project :14560T August 2017 PARKING SURVEY AREAS

Table 3.7

Parking Occupancy Survey

Location

1 E Marine Parade, Abbotsford

Date

Thursday 20 July 2017

Weather

Cold And Rain

Rage M

Rap Ref

Street Section Side Restriction Clear Way Capacity

Parking Occupancy

g g g 8 8 8 8 8 8 8 8 8

A Yana Street Nicholson Street to Hunter Street N 2P 7am-7pm Mon-Fri 7 8 8 6 5 6 7 5 6 6 6 7 7

B Terra Street Nicholson Street to Hunter Street S Permit zone All Other Times Barn-4pm Mon-Fri 4 0 0 0' 0 0 0 0 0 0 0 2 2

C Yana Street Hunter Street to No. 116 N 2P 7am-7pm Mon-Fri: Permit zone all other times

11 9 9 10 9 9 9 8 9 7 6 9 8

I) Yana Street Hunter Street to No. 101 S Permit zone All Other Times 8am-4pm Mon-Fri 2 .,0, -, .0.• ..*. ., i

E Hunter Street Abbotsford Street to Yarra Street W Permit zone All Other Times 8arn-4pm Mon-Fri 7

F Hunter Street Abbotsford Street to Tatra Street E 2P 7arn-7pm Mon-Fri 7 1 1 000000 0 1 2 3

G Nicholson Street Yana Street to Veto Street W 2P 730arn-5:30prn Mon-Fti 6 4 4 2 2 2 5 2 2 3 3 2 4

H Nicholson Street Yana Street to Marine Parade E 2P 730arn-530cm Mon-Fn 6 4 6 6 6 6 5 4 4 4 6 4 4

I Hunter Street Yana Street to Mane Parade 1A1 2P 7arn-lpm Mon-Fri 7 7 7 5 6 5 6 6 4 3 2 3 4

J Hunter Street Terra Street to Marine Parade E Parrett zone All Other Times 8am-4pm Mon.Fn 6 0 0 0. 0 0 0 0 0 0 a 0 0

K Vern Street St Phillips Street to Nicholson Street N 2P 7am-7pm Mon-Fri, Permit zone all other

times 8 8 7 8 6 6 7 5 6 6 7 5 7

L Vere Street St Phillips Street to Nicholson Street s 2P 7am-7pm Mon-Fri 7 5 5 4 5 5 4 4 5 5 2 5 6

M Marine Parade Nicholson Street to Hunter Street N 2P 7 7 7 6 7 6 6 3 5 4 4 2 4

N Mane Parade NIchelson Street to Hunter Street S 4P 1 1 1 1 1 1 1 1 1 1 1 1 1

1/2P 7.30am-630pm Mon-Fri 3 1 2 1 2 3 2 1 1 1 1 1 1

O Marine Parade Hunter Street to No34 N 2P 6 5 5 5 5 6 6 6 5 5 4 3 3

P Marine Parade Hunter Street to N. 1F S 4P 9am-7pm Mon-Fri (90 degree angle) 12 12 11 12 10 11 11 11 7 10 9 10 10

O Marine Parade No 34 to no 54 N 2P 7am-7pm Mon-Fri; Permit zone all other

times 12 9 9 12 9 10 9 6 9 8 5 4 6

Ft Marine Parade No. IF to No. 1K s 2P 3 3 2 3 3 3 3 2 3 2 3 2

Disabled P 1 1 1 1 1 1 1 1 1 1 1 1 1

4P gam-7pm Mon-Fri (90 degree angle) 21 21 21 21 21 20 20 12 14 17 12 15 12

S Marine Parade No. 54 to Paterson Street 2P 7am-7pm Mon-Er. Pee zone another

ernes Pent 2 2 2 2 2 2 1 2 2 2 2 2

2P 7arn-7pm Mon-Fri: Permit zone all other times

9 9 9 8 9 7 9 9 8 7 5 5 6

T Marine Parade No 1K to Paterson Street S 4P gam-7pm Mon-Fri (90 degree angle) 9 9 9 8 9 7 7 6 8 7 8 6 5

U Nicholson Street Vele Stout to Harper Street N 2P 730am-630pm Mon-Fri 7 7 7 5 5 3 3 3 4 3 4 4 3

V Nicholson Street Marine Parade to Harper Street S 2P 7:30am-5'30pm Mon-Fri 6 5 4 4 3 5 5 6 5 6 4 3 3

PUBLIC CAPACITY 158 158 158 158 158 158 158 158 158 158 158 158

PUBLIC OCCUPANCIES 136 135 130 126 124 128 102 107 108 96 96 103

PUBLIC VACANCIES 22 23 28 32 34 30 56 51 50 62 62 55

PUBUC % OCCUPANCIES 86% 85% 82% 80% 78% 81% 65% 68% 68% 61% 61% 65%

not available for public parking

Ratio Consultants

Appendix B Mechanical Parking Specifications

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(t) Hercules Expanderpark —2 + 2

HERCULES Lift and Slide Carparking System CARPARKING SYSTEMS

The Hercules Expanderpark Series is the ultimate car parking solution that has a 100%

flexible design and an extremely high level of reliability. Hercules Carparking Systems are the

only company who can create a solution for 2 levels below ground using this type of system.

The sleek design and strong, galvanised construction guarantee safety, durability and the utmost

protection of both the cars and drivers/passengers. The simplicity of operation, and its

economic and practical design make the Hercules Expanderpark the unchallenged leader in the

field of safe car parking practices.

Hercules Carparking Systems 2004 Pty Ltd Unit 1, 87 Reserve Road ARTARMON NSW 2064 Toll Free: 1800 649 603

Ph: (02) 9966 5600 Fax: (02) 9966 5622 [email protected] www.hercules.com.au

www.herculescarparking.com.au

HERCULES CARPARKING SYSTEMS

FEATURES and BENEFITS of the HERCULES EXPANDERPARK —2 + 2:

• 100% flexible design. Ability to be adapted to any pit length, width, depth or height.

• Commercial grade design.

• Meets European Standards.

• Extremely high level of reliability.

• Maximum length cars achieved through unique lifting at rear.

• Fully galvanised platforms.

• Platforms are high heel safe as standard.

• Fast 4 metre per minute lifting speed.

• 20 year structural warranty.

• 24 hour factory backed warranty.

• Extremely solid structural integrity.

• Unique draining system for any liquid which falls

into the platforms, which takes the liquid to the rear

of the platform and onto the extreme outer edges.

• Vehicles parked below are fully protected.

• Provides independent parking at a cost per park

which is much lower than the cost of a

conventional concrete carpark.




HERCULES CARPARKING SYSTEMS

MECHANICAL FEATURES:

• Very quiet operation. • Industrial mechanical anti-drop locks. • Anti-slip corrugated deck, protects both the

vehicles and drivers from possible slip/damage. • Touch screen control. • Auto, manual and service modes. • Cars can be called via 2 digit, 4 digit, 8 digit codes,

or individual swipe cars, or remote control.

DESIGN FEATURES:

• The Expanderpark —2 + 2 can be designed to fit into overall width of each parking space from 2.400 to 3.000 metres.

• The machine length can be varied from 5.500 metres to 6.000 metres.

• The machine height can be varied from 3.200 metres to 4.500 metres.

• The machine can be adapted to provide DDA spaces.

• Design can be reconfigured to allow another row of cars to be parked behind the front row of cars.

• Front frames can be attached to columns or placed in the aisle-way in front of the machine.

• If one row of cars is to be in front of another row, the front row of cars can also have a pit, courtesy of our unique slider system.

PARKING RACK LENGTH 5.200 CONCRETE COLUMN

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Lifting Motors

2.2 kW and 3.7kW

Sliding Motors

0.2 kW

Standard Lift Capacity

2000 kg

Standard Configuration

2.75 metre width per car space, 5.5 metre length, 3.6 metre height. All can be varied.

Standard Car Dimensions

2.2 metre width, 5.2 metre length, 1.6-1.8 metre height. All can be varied.

Maximum No. of Cars in a row No limit on total width. per system

Groups of no more than 9 cars wide.

Maximum No. of Cars in multi- No limit ple systems

HERCULES CARPAR KING SYSTEMS

C:P yr WICATIONS OF THE EXPANDERPARK -2 + :

MODE LMii EXPANDERPARK 4117/111 IMIMP PLATFORM

SPECIFICATIONS inia GROU'...7, I ABOVE (1F1 31. SZ

DIMENSION

LENGTH 6.200 MM

WIDTH 1 -60 mm I 2.800 mm I 2.460 MM

HEIGHT 1,880 mm

.'. E 31-1T 2.000 kg

ABOVE LIFTING

MOTOR _.2 kW X 4P

'fnEED 4PPROX. 4 m/M1n

BELOW LIFTING

MOTOR 8.7 KW X 4P

SPEED APPROX. 4 minim

SLIDING MOTOR 0.2 kW X 4P

SPE APPROX. 7 mimin

SURFACE FINISH GALVANIZING

POWER SOURCE 416V X 4P, 16A

Section View 2

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Hercules Carparking Systems 2004 Pty Ltd Unit 1. 87 Reserve Road ARTARMON NSW 2064 Toll Free: 1800 649 603

Ph: (02) 9966 5600 Fax: (02) 9966 5622 [email protected]

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B99 Vehicle (AS/NZS2890.1: 2004) 5.2 VEHICLE ENVELOPE (FORWARD)

300mm CLEARANCE (FORWARD)

VEHICLE ENVELOPE (REVERSE)

300mm CLEARANCE (REVERSE)

5.200m 1.940m 2.200m 0.312m 1.840m 4.00 sec 6.30m

Overall Length Overall Width Overall Body Height Min Body Ground" Clearance Track Width Lock to Lock Time Curb to Curb Turning Radius

CAFE TENANCY ENTRY/AIRLOCK 155m

NOTE: 1) Base Plan Supplied by CHT Architects on 20/10/2017 2) Maximum Design Speed 10km/h

ratio: RATIO CONSULTANTS PTY LTD

ABN 005 422 104 9 CLIFTON STREET RICHMOND, VICTORIA 3121

TELEPHONE (03)9429 3111 FACSIMILE (03)9429 3011

Proposed Mixed—Use Development 1E lvarine Parade, Abbotsford

Swept Path Assessment

RATIO REFERENCE SHEET No. SCALE DATE

14560T—AT04/BT AT 1:200@A4 23/10/2017

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Proposed Mixed—Use Development 1E Marine Parade, Abbotsford , Swept Path Assessment

ratmon ALow.74,....4. 30Cmm CLEARANCE (FORWARD) OW II, IIII ,Nrcof VEHICLE ENVELOPE (REVERSE)

i RATIO CONSULTANTS PTY LTD 1.92 2.8 30Ornm CLEARANCE (REVERSE)

ABN 005 422 104 9 CLIFTON STREET

RICHMOND, VICTORIA 3121

TELEPHONE (03)9429 3111

FACSIMILE (03)9429 3011

Overall Length 4.910m Overall Width 1.870m Overall Body Height 1.421rn Min Body Ground Clearance 0.159m Track Width 1.770m Lock to Lock Time 4.00 sec Curb to Curb Turning Radius 5.80m

RATIO REFERENCE 14560T-AT04/BT

SHEET No. AT (2)

SCALE

1:200@A4

DATE 23/10/2017

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2) Maximum Design Speed 10km/h

B85 Vehicle (AS/NZS2890.1: 2004) 4.91 VEHICLE ENVELOPE (FORWARD) , I

Proposed Nixed—Use Development 1E Niarine Parade, Abbotsford

Swept Path Assessment woe rat ,,.A.E.A.;),„„ 300mm CLEARANCE (FORWARD)

wielEFfigh, VEHICLE ENVELOPE (REVERSE)

1 1.921. 2.8 300mm CLEARANCE (REVERSE) RATIO CONSULTANTS PTY LTD

ABN 005 422 104 9 CLIFTON STREET RICHMOND, VICTORIA 3121 TELEPHONE (03)9429 3111 FACSIMILE (03)9429 3011

Overall Length 4.910m Overall Width 1.870m Overall Body Height 1.421m Min Body Ground Clearance 0.159m Track Width 1.77m 0Lock to Lock Time 4.00 sec Curb to Curb Turning Radius 5.80m

RATIO REFERENCE

14560T-AT04/BT

SHEET No. AT (3)

SCALE

1:200@A4

DATE 23/10/2017

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: NOTE: 1) Base Plan Supplied by CHT Architects on 20/10/2017 2) Maximum Design Speed 10km/h

B85 Vehicle (AS/NZS2890.1: 2004) 4 91 VEHICLE ENVELOPE (FORUM) Proposed Mixed—Use Development

1E Marine Parade, Abbotsford r Swept Path Assessment

ratwoe t 'I

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=:(01 VEHICLE ENVELOPE (REVERSE)

RATIO CONSULTANTS PTY LTD t1.921 2.8 1 30Ornm CLEARANCE (REVERSE)

ABN 005 422 104 9 CLIFTON STREET RICHMOND, VICTORIA 3121

TELEPHONE (03)9429 3111 FACSIMILE (03)9429 3011

Overall iili?irdlaih

4.910m 1.870m 1.421m Overall d

ByoUouFigdgh leorarice 0.159m Track Width 1.770m Lock to Lock Time 4.00 sec ant to Curb Turning Radius 5.80m

RA-110 REFERENCE

145601 —AT04/BT

SHEET No.

AT (4)

SCALE

1: 200@A4

DATE

23/10/2017

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rat'o• RATIO CONSULTANTS PTY LTD ABN 005 422 104 9 CLIFTON STREET RICHMOND, VICTORIA 3121 TELEPHONE (03)9429 3111 FACSIMILE (03)9429 3011

B85 Vehicle (AS/NZS2890.1: 2004) 491 VEHICLE ENVELOPE (FORWARD) [ I

,d111,4.*g, 300mm CLEARANCE (FORWARD)

Proposed Nixed—Use Development 1E Marine Parade, Abbotsford dtb Swept Path Assessment ■ ■

_ i-.00 11:111 VEHICLE ENVELOPE (REVERSE)

11.92 2.8 / 300mm CLEARANCE (REVERSE)

Overall Length 4.910m Overall Width 1.870m Overall Body Height 1.421m Min Body Uround Clearance 0.159m Track Width 1.770m Lock to Lock Time, 4.00 sec Curb to Curb Turning Radius 5.80m

RATIO REFERENCE 145601—AT04/BT

SHEET No. AT (5)

SCALE 1: 200©A4

DATE 23/10/2017

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B85 Vehicle (AS/NZS2890.1: 2004) 4.91 VEHICLE ENVELOPE (FORWARD) ,

,4111Illil.: 300mm CLEARANCE (FORWARD) _ _

Iroposed

1E lvanne

Swept Path

vixed—Use Development Parade, Abbotsford

Assessment ratio prOx TE__eb, - ,....../ VEHICLE ENVELOPE (REVERSE)

(1.92 2.8 3oornm CLEARANCE (RDERSE) RATIO CONSULTANTS PTY LTD ABN 005 422 104 9 CLIFTON STREET RICHMOND, VICTORIA 3121 TELEPHONE (03)9429 3111 FACSIMILE (03)9429 3011

Overall Length 4.910m Overall Width 1.870m Overall Body Height 1.421 Min Body Ground Clearance 0.1

rn 59m

Track Width 1.770m Lock to Lock Time 4.00 sec Curb to Curb Turning Radius 5.80m

RATIO REFERENCE 14560T—AT04/BT

SHEET 1Nlo. AT (6)

SCALE

1:200@A4

DATE 23/10/2017

CAR STACKERS

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ID

B35 Vehicle (Typical Small Car) 4.45 VEHICLE ENVELOPE (FORWARD)




4.450m 1.700m 1.486m 0.248m 1.700m 4.00 sec 5.30m

0.9 2.65 Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock to Lock Time Curb to Curb Turning Radius

Proposed Mixed—Use Development 1E Marine Parade, Abbotsford

Swept Path Assessment ratio: RATIO CONSULTANTS PTY LTD

ABN 005 422 104 9 CUFTON STREET RICHMOND, VICTORIA 3121 TELEPHONE (03)9429 3111 FACSIMILE (03)9429 3011

RATIO REFERENCE SHEET No. SCALE DATE 14560T—AT04/BT AT (7) 1:200@A4 23/10/2017

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Proposed Nixed—Use Development 1E Ivarine Parade, Abbotsford

Swept Path Assessment

RATIO REFERENCE SHEET No. SCALE DATE 14560T— AT04/BT AT (8) 1:200@A4 23/10/2017

RATIO CONSULTANTS PTY LTD ABN 005 422 104 9 CLIFTON STREET RICHMOND. VICTORIA 3121 TELEPHONE (03)9429 3111 FACSIMILE (03)9429 3011

ratio: B85 Vehicle (AS/NZS2890.1:2004)

VEHICLE ENVELOPE (FORWARD)




4.910m 1.870m 1.421m 0.159m 1.770m 4.00 sec 5.80m

CAR STACKERS

4 91

.92I 2.8 1

Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock to Lock Time Curb to Curb Turning Radius

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r: 1E Marine Parade, Abbotsford - 14560TRepOlF01 31

Specifications Locking points

850mm

200mm Welded base plate

1000mm

Concrete footing

00 0

BICYCLE

Arc de Triomphe"

Galvernised finish / Stainless Steel finish

Features

Dimensions

• Each rail supports two adult bikes in an upright position

• Can be either bolted to a concrete slab or concreted in situ

• Available in stainless steel or galvanised steel

• Provides the ability to lock both wheels and frame

• Suitable for foyers and entry areas

Material options - 316 Marine grade stainless steel - Galvanised

Fixing options - Welded flange - In situ

Recommended fasteners - Galvanised Dynabolts (M10 x 65mm) - Stainless Dynabolts (M10 x 65mm) - Shear Nut security fasteners

Dimensions 1000mm [w] x 850mm [h]

V1.1 - 18/01/2015 I Specification may be subject to change without notice. 02015 Bicycle Network

Design. Supply. Install. Bicycle Network ABN 41 026 835 903 p. 1300 727 563 e. [email protected] bikeparking.com.au VIC Level 4, 246 Bourke St, Melbourne 3000 NSW 234 Crown St, Darlinghust 2010 TAS 210 Collins St, Hobart 7000

BIKE PARKING EXPERTS

00

Layout guidelines

Option 1:

Footing Width 1700mm Angle 0°

Option 2:

Footing Width 1200mm Angle 45°

Typical Bicycle Length

1700mm

V1.1 - 18/01/2015 I Specification may be subject to change withoul notice. 02015 Bicycle Network



010

120mm

Welded flange (Bolt on)

Shown with M10 x 65mm fastener

200mm

100mm

Bike P

arking E

xperts I A

rc de Triom

phe

-

Fixing options

In situ (Concrete footing)

Welded flange (Security heads)

Shown with M10 x 65mm Shear Nuts

•

FRONT

Locking points

V41)1C)

4 BICYCLE

Ned Kelly"

Zinc finish Black powder coat finish

Features

• Each rail provides storage for a single bike

• Suits bikes with full length mud guards

• Available in galvanised or powder coat over mild steel

• Provides the ability to lock the main frame and one wheel

• Support prongs with protective coating prevent damage to rim

• Can be used with custom framing — no wall needed

Dimensions 600mm

700mm

SIDE

Specifications Material options - Galvanised - Powder coat over mild steel - Stainless steel*

Fixing options - Bolt on to wall - Fixed to support framing

Recommended fasteners - wall - Dynabolts (M8 x 40mm) - Shear Nut security fasteners

Recommended fasteners - framing - Bolt and nut (M10 x 60mm) - Tek screws

Dimensions 125mm [w] x 700mm [h] x 600mm [d]

Pre-order only

V1.4 - 11/01/2017 I Specrtabon may be subject to change without notice. 0 2017 Bicycle Network


00 BIKE PARKING EXPERTS

390mm spaang. For I.s than 7 Ned Kelly bike racks,

cut down horizontals by 390mm per rack

Option 2: 2810mm

400mm minimum [wet to cenbvi

4015mm minimum /cmmerocenlrei

2,50mm

765mm 1200inrn

Typical 8.eyeie LeOgth

1500min

Fitting 7 Ned Kellys to a Duragal steel frame

Option 1:

Fitting 4 Ned Kellys to a wall

Fixing options

Fix to a wall using 4x fasteners or Shear Nuts

Bike

Parking Experts

I

Ne

d K

elly'''.

Shown with M8 x 40mm Shear Nuts

Fix to a frame using 4x bolts or Tek Screws

Shown with M10 x 60mm Bolt, Washer & Nut

Shown with Tek Screw

Layout guidelines

V1.3 - 11/01/2017 I Specification may be subject to change wEthout not■ce. 02017 Bicycle Network



010

prepared for 1e marine parade, abbotsford 13 december 2017 · du c t ion: ratio consultants was...

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