RFI - Traffic Engineering Report

11 Summary and Conclusions
11.1        Access design and location
The proposed access arrangements, with the car park and set down facility access integrated with the
existing roundabout at the intersection of Grant Street / Banksia Street and the service vehicle access
located off the cul-de-sac at the end of Serenity Close, are considered acceptable for the proposed
development. The design of both driveways and access ramps comply with the required standards.

11.2        Car Parking Arrangements
The proposed parking supply for the 380 parking spaces exceeds Councils requirements.

11.3        Impact on Surrounding Road Network
Assessment of the proposed development indicates that the development will not have a significant impact
on the future road network. As such, no further mitigating road works are required.

11.4        Service Vehicle Arrangements
Servicing for this development will primarily be facilitated in the designated loading area on the Basement
level accessed off Serenity Close. Service vehicle demands for the various uses of the site will be managed in
a way to share the use of the loading area,. The largest design vehicle, a 10.7m LRV, can manoeuvre on site
in order to enter and exit in a forward gear. Overall, the proposed service vehicle arrangements are
considered adequate to meet the needs of the proposed development.

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

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




Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex                                                 36
Reference: 22BRT022 RP01_1