20BRT0372-Let-211104_1 Traffic · MCU21/0146

The access driveway has been widened to 6.5m to accommodate the swept path pf the Refuse Collection
Vehicle (including 0.5m clearance envelope) as illustrated in TTM Drawing 21BRT0372-01-1 included as
Attachment 2. It should be noted that the clearance envelope is contained wholly within the driveway,
exceeding the minimum requirements where the buffer is to vertical obstructions.




TTM drawing 21BRT0372-01-2 included as Attachment 2 demonstrates that a B99 design vehicle (on entry)
and B85 design vehicle (on exit), including 300mm clearance envelope to each vehicle, can pass without
conflict.




Ramp grades measured along the inside of the curve of the ramp are in accordance with AS2890.1 including
change in grade between transitions.




A gate is proposed at the bottom of the ramp to the basement level as illustrated in the updated
development plans included as Attachment 1. The width of the ramp at this location with the inclusion of the
gate will remain compliant with the requirements in AS2890.1 and addressed during detailed design.

A queuing distance of 36m (6 vehicles) is provided from the property boundary to the gate, exceeding the
minimum requirements in accordance with AS2890.1.

In addition Stockwell have proposed that gate operation will be via key fob remote with the gate to remain
open during peak periods between 6:30am to 8:30am and 5:00pm to 7:00pm.


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