Appendix J - Traffic Impact Assessment

Ref: 205-002-001R


3 October 2014



 The existing pavement surface is 5m kerb to kerb providing additional room for vehicles to maneuver
  around a slowing/turning vehicle is required;
 The existing road is required to provide stopping sight distance SSD;
 Gateway Drive has a low operating speed due to the geometry of the road and proximity to the
  roundabout;
 A keep clear zone will be provided within the site with adequate storage for a 12.5m HRV to ensure
  no disruption is caused to through traffic;
 Maintaining two site access points will eliminate the requirement of trucks to perform internal
  turnaround maneuvers or reverse into the road;
 Adequate turn path provisions are provided.

The attached drawings demonstrate the compliance of Council standards;

 270-002-C19.01 – Turn Paths;
 207-002-C20.01 – Sight Distance Plan.


Yours faithfully




Kai Pelgrave
Principal Designer