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

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 permit all-movements access and egress and accommodate cars and service vehicles.


4.3 Access 2 – Hofmann Drive / Proposed Development Access
Access 2 is proposed to be configured the same as 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 were 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 appropriate design vehicles. The
swept path analyses are 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 were 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 appropriate design vehicles and a copy of the swept path analyses is included in
Appendix D.




\\FILE\Projects\BLU0517\01\3. Deliverables\1. Reports\3.RevisedTIA 2019\RevisedTIA_20 Hofmann Drive, Noosaville.docx   Cambray Consulting Pty Ltd
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