RFI - Attachment B - Lambert & Rehbein Traffic

6 June, 201                                 -5-
Our File Ref: B18254TL001REVB
Contact: Mark Booth



- 1) Dennis Elite 2 Wide track with air suspension as the side loading waste removal
using either 240ltr or 360ltr wheelie bins. Length of truck is 10.25m and 2.85m width
(including side mirrors);
- 2) The rear loading truck MAN TGS 8x4 Rigid, Length of vehicle including the 1100ltr
bin (depth is 1100mm) leaving the truck to be 9.66m long;
- 3) No front loading trucks will be used.

Swept paths for the larger MAN TGS 8x4 have been prepared to ensure the vehicle can
perform the required manoeuvring to enter and exit the service bay.

Ample space has been provided around each loading bay and sufficient area has been
provided for the storage of bins and allowance to walk around the bins and vehicles.

11. Provide additional detail on the proposed pedestrian access points between the
    carparking area and the foyer.
Lambert & Rehbein response:
It should be noted that the ground floor car park is dedicated for staff use. Entry to this
car park will be limited via a boom gate. Staff will be able to travel to the foyer via the
doorway located in the middle of the car park. Alternatively staff can access alternative
levels via the stairs. Visitors accessing parking via the basement will be able to access
the foyer via the two (2) lifts.

Level 1 Floor:
12. Demonstrate how vehicles can turn around at the northern end and southern end of
    the car parking aisle if all of the spaces are occupied.
Lambert & Rehbein response:
Level 1 Car Park Layout has been re-designed to include turning bays at the end of both
dead aisles. Please refer to attached Level 1 Plan (DA-21.21).


Issue - Delivery vehicles
The architectural plans identify a large gated bin storage area / loading dock. The
access to that loading area is off to the side of the sole access to the carpark, which is
predicted to carry peak hour traffic flows in excess of 600vph. The service vehicles are
indicated as requiring to use most of the width of that busy carpark access road, from
around a potentially blind corner (It is assumed there could be a fence implemented on
the side boundary out to the edge of the access easement), and then also reversing
back out from the loading bay access opening (again blind) into that busy carpark
access aisle. This is exacerbated by the absence of any turnout or corner truncation as
a result of having the main access roadway hard up against the side
boundary. Furthermore, the HRV is shown passing under the overhead Radiology
tenancy when accessing the loading bay.
Information required
13.   Demonstrate (by an RPEQ) the operational safety aspects of the issues outlined
      above.