F - Traffic Response and Revised Traffic Impact Assessment (17.09.19)

Figure 1.2 Extract of SK08 – Alternative Access Movement


Information Required – Item 27
Identify and assess layout dimensions of the proposed western driveway crossover to Hofmann Drive,
and show how the proposed driveway interacts with both ends of the existing median break.

Cambray Response
The development plan has been updated to provide additional detail with respect to the existing median
break. The swept path assessment included in Appendix D of the Revised Traffic Report indicates that
the proposed crossover is appropriate to accommodate the proposed design vehicles.

Information Required – Item 28
The Cambray Consulting report identifies that 6.2m wide parking aisles with 2.6m wide parking spaces
are required according to AS/NZS 2890.1-2004. That would be appropriate for all proposed uses on the
site except shop and food and drink uses, which would require either 2.6m wide spaces with a 6.6m wide
aisle, or 2.7m wide spaces with a 6.2m wide aisle. Subject to the final use layout* then the proposed
6.2m wide aisles with 2.6m wide spaces throughout would be acceptable. *This is reflective of any
changes to the configuration and format of uses across the site.

Cambray Response
Refer to Section 8.0 (page 19) of the Revised Traffic Report, the adoption of Class 3 carparking
arrangements are considered to be appropriate considering the proposed slower trade (showroom) and
office uses for the development site.




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