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

Information Required – Item 29
The kerbline adjacent to the northern side of tenancy 23 creates a narrower section of main roadway
than proposed west and east of that section. A consistent width should be provided. Similarly, the
landscaped island diagonally opposite the north-eastern corner of tenancy 23 intrudes into the north-
south aisle more than the width of that aisle further north. This should be rectified.

Cambray Response
The development plan has been updated address this alignment item. A consistent kerb alignment is to
be provided at the main entry continuing along the main east west circulation aisle.

Information Required – Item 30
Provide motorcycle parking bays consistent with the requirements of The Noosa plan.

Cambray Response
Refer to Section 6.4 (page 17) of the Revised Traffic Report. The proposed carparking arrangement is
considered appropriate to support the development and configured to maximise carpark utilisation
across a range of road user groups. It is noted that motorcycles accessing the site can utilise any of the
316 general carparking spaces.

Information Required – Item 31
Include staff bicycle parking in a secured covered area, and visitor bicycle parking dispersed through the
development in locations convenience for visitor use.

Cambray Response
The development plan has been updated to further detail the proposed bicycle parking. The
development includes 69 bicycle parking spaces distributed across several locations on site, including
end of trip facilities. Refer to Section 7.0 (page 18) of the Revised Traffic Report for further details.

Information Required – Item 32
Detail how the proposed cross intersections within the carpark will be satisfactorily managed.

Cambray Response
The development plan has been updated address this alignment item. The only cross intersection
proposed meets with the Exit Only section of the Back of House Loading area (located approximately
60m away from the main vehicle entry).

Give way line marking is to be included which will reinforce priority to vehicles entering the
development site from Hofmann Drive. Due to limited service vehicle movements being expected the
intersection should function as a T intersection during periods of peak car demand.

Information Required – Item 33
Demonstrate that a car can satisfactorily enter the site from the Hofmann Drive roundabout while an AV
is waiting to exit, with the AV stopped in a position enabling it to then negotiate the roundabout.

Cambray Response
Updated swept path and servicing assessments have been prepared and refer to the Revised Traffic
Report for paths considering the Hofmann Drive roundabout (Appendix D SK01 and SK05). The updated
swept path demonstrates that there is appropriate space to accommodate the adopted design vehicle
movements.




\\FILE\Projects\BLU0517\01\3. Deliverables\2. Letters\1.RFI\RFI_20 Hofmann Drive, Noosaville.docx   Cambray Consulting Pty Ltd | Page 7