Appendix K - Traffic Engineering Report · MCU21/0146

9           Summary and Conclusions
9.1         Car Parking Arrangements
Overall, the proposed parking provisions site and the proposed additional residential parking spaces are
considered suitable for the proposed development.

9.2         Access Arrangements
Overall, the 6.2m wide modified Type B driveway crosser onto Hofmann Drive considered suitable for the
proposed development.

9.3         Service Vehicle Arrangements
Overall, the proposed service vehicle arrangements are considered adequate to meet the needs of the
proposed development. The required manoeuvring of the WCV (largest service vehicles expected to access
the site) is not expected to have an adverse impact on the internal operation of the site.

9.4         Active Transport Facilities
The current public transport infrastructure and proposed site provisions for pedestrian/bicycle facilities is
considered adequate for the development.

9.5         Impact on Surrounding Road Network
The proposed development is not considered to impact the operation or safety of the external road network.
The road upgrades proposed by Stockwell Development Group Pty Ltd will mitigate the generation of the
proposed development.

9.6         Conclusion
Based on the assessment contained within this report, TTM see no traffic engineering reason why the
relevant approvals should not be granted.




Site: 17-19 Hofmann Drive, Noosaville                                                                           20
Reference: 20BRT0372