11. Appendix H - Traffic Impact Assessment

20 Hofmann Drive, Noosaville | Traffic Impact Assessment


4.0 Development Access
4.1 Overview
Vehicular access to the Proposed Development is proposed to be consistent with the Previous Approval.

The proposed access arrangements are outlined below:
     Access 1 – All-movements access via the western leg of the Hofmann Drive / Noosa Shire
       Business Centre Access roundabout;
     Access 2 – All-movements access via Hofmann Drive; and
     Access 3 – Entry access for trucks / service vehicles only via Eenie Creek Road Service Road.


4.2 Access 1 – Hofmann Drive / Noosa Business Centre Access /
    Development Access
There is an existing stub road on the western side of the Hofmann Drive roundabout. The
proposed development access is to match into the existing alignment of this road stub, consistent with
the Previous Approval.

This access is to be all-movements and cater for cars entry/egress and service vehicle egress.


4.3 Access 2 – Hofmann Drive / Proposed Development Access
Access 2 is proposed to be configured as per the Previous Approval. Currently, there is a break in the
median and a short channelised right turn treatment was formed up on the southbound approach.

The driveway is proposed to be constructed generally in accordance with The Noosa Plan, Division 13 –
Driveways and Carparking Code (Driveways and Carparking Code), which requires that driveways comply
with relevant Australian Standards (i.e. AS2890.1 and AS2890.2).

Swept paths analyses was undertaken to understand if the currently proposed access configuration is
adequate to accommodate the design vehicles associated with the Proposed Development. The
analyses indicated that the access can appropriately accommodate the adopted design vehicles and a
copy of the swept path analyses is included in Appendix D.


4.4 Access 3 – Eenie Creek Road Service Road / Service Vehicle Access
Access 3 is proposed to be a truck / service vehicle access only. Vehicles are to enter the service area
from the end of the Eenie Creek Road Service Road cul-de-sac. There is an existing driveway stub
extending from the cul-de-sac to the boundary of the development site and Access 3 is proposed to
match into this existing section of driveway, consistent with the Previous Approval.

Swept paths analyses was undertaken to understand if the currently proposed access configuration is
adequate to accommodate design vehicles. The analyses indicated that the access can appropriately
accommodate the adopted design vehicles and a copy of the swept path analyses is included in
Appendix D.




\\FILE\Projects\BLU0517\01\3. Deliverables\1. Reports\2.TIA 2019\TIA_20 Hofmann Drive, Noosaville.docx   Cambray Consulting Pty Ltd | Page 9