Council archive · source document
RFI - Appendix C Traffic Engineering Report · MCU22/0038
Very large file (10.1 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Stockwell Development Group Pty Ltd SLR Ref: 620.30769-L01-v0.2 IR Response
Noosaville Hofmann Drive Medical Centre 20220520.docx
NSC Information Request Date: 20 May 2022
Response to Traffic Matters
Item 8 - Headroom
Clause 5.3 HEADROOM of AS/NZS 2890.1:2004 requires that “the height between the floor and an overhead
obstruction shall be a minimum of 2200mm.”
The submitted Traffic Assessment Report indicates that the minimum height between the floor and an
overhead obstruction is approximately 1.7m (refer to snippet below).
Information Required
8. Provide amended plans demonstrating compliance with Clause 5.3 HEADROOM of AS/NZS
2890.1:2004.
To inform NSC’s assessment of the application, the following clarifications are provided:
Please refer to Attachment B Figure 5 which provides clarification on the location of suspended slab
structure and column for vehicle overhead obstructions on the ramp.
Item 9 – B99 turn around in Basement 02
From the provided documentation it is not clear that a B99 vehicle will be able to turn around at the proposed
Turn Around Bay located on the NE corner of Basement 02 using a maximum 3 point turn manoeuvre.
Information Required
9. Provide travel paths for a B99 vehicle, demonstrating how it will turn around at the proposed Turn
Around Bay located on the NE corner of Basement 02, without having to use more than a 3 point turn to do
so.
To inform NSC’s assessment of the application, the following clarifications are provided:
Please refer to Attachment B Figure 6 which shows a modification to the Storage/Plant area to
accommodate a B99 three-point turn within Basement 02.
Should you have any queries in relation to this response, please do not hesitate to contact the undersigned.
Yours sincerely
BRENDYN RHEINBERGER
Associate Consultant - Transport Advisory
Checked/
Authorised by:
Page 5
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
RFI - Appendix C Traffic Engineering Report.pdfRelated documentApplication case desk ↗
About this file
- File size
- 10.1 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.