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Council Minutes - Town of Cambridge

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COUNCIL MINUTES<br />

TUESDAY 20 DECEMBER 2011<br />

1.7 Amalgamation <strong>of</strong> Lots 50 and 500 prior to the commencement <strong>of</strong> any development<br />

The applicant advises that the process to have the two lots amalgamated has<br />

commenced, however since the amalgamation is yet to be finalised this should remain as<br />

a condition <strong>of</strong> approval.<br />

Matters requiring later planning approval <strong>of</strong> details<br />

2.1 Siting <strong>of</strong> the buildings<br />

The proposed siting <strong>of</strong> the building is similar to that which was shown in the concept plan,<br />

albeit the design <strong>of</strong> the building has changed. The siting <strong>of</strong> the building is consistent with<br />

the Railway Parade street setbacks identified in the West Leederville Planning and Urban<br />

Design Study, allows for the provision <strong>of</strong> a safe, accessible and attractive pedestrian<br />

access way through the site and the large rear setback minimises the impact <strong>of</strong> building<br />

bulk and height on the adjacent residential properties along Nicholson Street.<br />

2.2 The means <strong>of</strong> access to the building and through the site<br />

Vehicle Access and Traffic Impact Assessment Report<br />

In regards to vehicle access, <strong>Council</strong> requires further traffic analysis to be undertaken if<br />

more than 152 parking bays are proposed on site and also for the applicant to<br />

satisfactorily resolve the traffic engineering design issues raised in relation to access from<br />

both Nicholson Street and Railway Parade. It was noted that any resulting works to<br />

resolve these matters are to be at no cost to the <strong>Town</strong>.<br />

Access from Railway Parade<br />

Access to the upper level basement car park (which contains 76 car bays) is provided<br />

from Railway Parade, which represents that 47% <strong>of</strong> vehicle traffic associated with the<br />

development with access the site from Railway Parade. This equates to:-<br />

<br />

<br />

<br />

<br />

53 arrivals in the AM peak<br />

6 departures in the AM peak<br />

14 arrivals in the PM peak<br />

47 departures in the PM peak<br />

It is anticipated that the proposed development will generate approximately 318 vehicle<br />

movements per day onto Railway Parade, distributed east and west, representing an<br />

increase in traffic volumes <strong>of</strong> less than 2%. The traffic impact assessment concludes that<br />

the proposed development will have no material impact on the operation <strong>of</strong> Railway<br />

Parade, as the additional traffic is within daily fluctuation levels.<br />

To facilitate right hand turn movements into the development it is proposed to provide a<br />

2.7 metre wide painted median to allow vehicles to store whilst waiting to turn into the<br />

development. This treatment will avoid traffic along Railway Parade queuing behind<br />

turning vehicles and possibly impacting on the roundabout at Southport Street. Details <strong>of</strong><br />

the above proposed road treatment should be provided to the satisfaction <strong>of</strong> the <strong>Town</strong><br />

with the building licence application. All associated works would be at the expense <strong>of</strong> the<br />

applicant.<br />

The proposed ramp from Railway Parade has a maximum gradient <strong>of</strong> 1 in 4 and was<br />

raised with the applicant as a concern. In response, the applicant contends that the ramp<br />

gradient meets the Australian Standards 2890.1; however take note <strong>of</strong> the steep queuing<br />

H:\CEO\GOV\COUNCIL MINUTES\11 MINUTES\DECEMBER 2011\B DV.DOCX 37

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