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11. Appendix H - Traffic Impact Assessment

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20 Hofmann Drive, Noosaville | Traffic Impact Assessment

The peak hour trip generation of the Proposed Development is summarised in Table 9.3.

Table 9.3 Proposed Development Trips
                                                                                                Saturday Noon              Thursday PM
                   Land Use                                     Yield (GFA)
                                                                                                  Peak Hour                 Peak Hour
Retail Business (Type 4) Showroom                                 8,645m2                            346                       216
      Entertainment (Type 2)
                                                                    730m2                                66                      66
 Recreation, amusement & fitness
      Retail Business (Type 2)
 Business / Retail Incubator (Shop)                               1,800m2                                193                     83
          Speciality Shop
        Commercial Business
                                                                  1,095m2                                 -                      13
           (Type 1 Office)
               Total                                             12,540m2                                605                    378

The difference in peak hour trip generation between the Previous Approval and the Proposed
Development is summarised in Table 9.4.


Table 9.4 Traffic Generation Comparison – Previous Approval & Proposed Development
                                           Saturday Noon                    Thursday PM
     Development Scenario
                                             Peak Hour                       Peak Hour
        Previous Approval                       820                             383
        Proposed Development                                               605                                           378
                 Difference                                               -215                                            -5

In terms of other potential land uses that may be approved on site, and as detailed in Section 1.1, the
estimated traffic demands are expected to be generally comparable to the above estimates.


9.2 Summary
Based on the Council-recommended trip generation rates, the proposed Retail Business (Type 4)
development is expected to generate in the order of 605 trips (in and out) during the Saturday noon
peak period.

The Proposed Development is expected to generate approximately 200 fewer trips that the Previous
Approval in the Saturday peak period. The development is also expected to generate comparable trips
to the Previous Approval in the Thursday PM Peak.

As such, the Proposed Development is expected to have comparable impact on the surrounding
network than the traffic assessment associated with the Previous Approval.

It is important to note that no external road network upgrades were required as part of the Previous
Approval over the site. Given the Proposed Development is expected to generate lower traffic volumes
that the Previous Approval, no road network upgrades are considered to be required.




\\FILE\Projects\BLU0517\01\3. Deliverables\1. Reports\2.TIA 2019\TIA_20 Hofmann Drive, Noosaville.docx   Cambray Consulting Pty Ltd | Page 20
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