Appendix K - Traffic Engineering Report · MCU21/0146

With respect to entry queue capacity, it is noted that the unit dwellings and associated parking are low-
turnover residential parking spaces, which will typically operate on a tidal basis.

Based on the above assessment using the Poisson distribution method the queuing provision of 1 vehicle is
considered adequate for the proposed development.




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