Appendix E - Traffic Impact Assessment Report

                                      AS2890.1             Proposed
 Design Aspect                                                                    Compliance
                                      Requirement          Provision

 Parking Bay Length
                                      5.4m                 5.4m                   Compliant
 - PWD Bay
 Parking Bay Width                    2.4m + 2.4m          2.6m + 2.6m
                                                                                  Compliant
 - PWD Bay                            shared zone          shared zone
 Parking Aisle Width
                                      5.8m                 6.2m                   Compliant
 -Basement
 Parking Aisle Width
                                      5.8m                 6.2m                   Compliant
 - Ground Level
 Parking Aisle Width
                                      5.8m                 6.2m                   Compliant
 - Level 1
                                                           NA as turn-around
 Parking Aisle Extension              1m                   bays 2.4m wide are     Compliant
                                                           provided

 Clearance to Wall                    0.3m                 0.3m (min)             Compliant

 Ramp Design

 Ramp Grade                           1:4 (25%) (max.)     1:8 (12.5%)            Compliant

                                      5.5m (two-way, one
 Ramp Width                           lane) + 0.6m         6.75m (min)            Compliant
                                      clearance



As shown in Table 3-2, the internal parking design is generally in compliance with AS2890.1 and,
as such, the Noosa Planning Scheme requirements.


3.5          SERVICING ARRANGEMENTS
The proposed development is primarily to be services by heavy rigid vehicles (HRV) and medium
rigid vehicles (MRV) for the delivery of materials and equipment. Occasional access will also be
required for a front loading refuse collection vehicle (RCV).
It is understood that all service vehicles will access and egress from the site via the southern
access onto Rene Street.
Both the bin storage and the loading dock are located within the building, on the south-east
corner. A swept path assessment has been undertaken to demonstrate the manoeuvrability of the
HRV, MRV, and RCV accessing and egressing the loading dock. All vehicles were able to




 Ref: B18254TR001_revB                       - 14 -               Medical Centre – Hofmann Drive, Noosaville