SARA RFI - Traffic Engineering Report

Table 5-1: Site Access Arrangements

 Design Aspect                       AS2890.1 Requirement         Proposed Provision      Compliance
 Width / Crossover Type*~            6.0m                         6.5m                    Compliant
 Distance from:                                                                           Integrated with the minor
  • minor intersection*              10m (min)                    > 10m                   intersection
  • adjacent driveway*               3m (min)                     > 3m

In general, the proposed access arrangements are consistent with the provisions of the Australian Standards.
  Information Request (2nd December 2022) – Item 22

  TTM have provided a preliminary functional layout of Grant Street/ Banksia Avenue intersection and a longitudinal
  section of the access ramp, which is designed in accordance with TYPE B2 IPWEAQ – RS051 through the verge.

  Information Request (16th March 2023) – Item 5

  The proposed Grant Street access has been integrated with the existing roundabout to ensure safe and efficient
  movement of vehicles in all directions, including the left turn into Banksia Street from the development.

  The access ramp has been designed with gradients suitable to accommodate the design vehicle – which in this case
  is a minibus.


5.3         Access 2 – Serenity Close
Serenity Close access is located on the western side of the site frontage, which will provide access to all
vehicles and will be used as the main point of entry/ exit for service vehicles.

The grades within the verge will follow standard drawing RS-051 Type B2 IPWEAQ design and reach the flood
immunity level of RL13.4 at the property boundary before gently grading down to the basement with
transitions at 1:20(5%) and the main ramp graded a maximum 1:11.5 (8%).

TTM have provided the longitudinal grades from Serenity Close cul-de-sac into the respective loading area as
per Councils request (see Appendix)

A summary of the Australian Standard AS2890.1:2004 Parking Facilities Part 1 Off-street car parking design
provisions, the proposed provisions and deemed compliance for this access is shown in Table 5-2.

Table 5-2: Service Vehicle Access Arrangements

 Design Aspect                        AS2890.1 Requirement           Proposed Provision       Compliance
 Width / Crossover Type*~             6.5m                           8.0m                     Compliant
 Distance from:
                                                                                              Compliant
  • minor intersection*               10m (min)                      > 10m
  • adjacent driveway*                3m (min)                       > 3m




Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex                                                       19
Reference: 22BRT022 RP01_1