Skip to the record
Noosa’s premier civic archive.

Original source · versioned page text

Attachment 3.pdf

of 11

Page text read automatically using OCR, there may be inaccuracies

The garages and car ports have also been reviewed to ensure compliance with Figure 5.4 of
AS2890.1. The garage doors are 3.0m wide with apron widths of 7.566m and also 8.571m.
The car ports are 2.9m wide and 5.4m long and comply with AS2890.1.

Action:
2f.     The proposed visitor spaces have no setback from the property boundary.

RESPONSE 2f
Please refer to Town Planning Report for response.

Action:
2g.     A preliminary design of the vehicle access in the road reserve that includes levels,
        grades etc.


RESPONSE 2g
Please refer to Civil Engineering Report for response.

If you require any further information or wish to discuss in greater detail, please don’t
hesitate to contact me.


Yours faithfully


Dianne Hayes
B. Eng (Civil) RPEQ 7086

Attachments – A.            Proposed Layout (4)
              B.            Swept Path Analysis (2)




Hayes Traffic Engineering                                                    ABN 98 615 073 565
211083 Toolar Street RFI                                                             Page 4 of 4


[OCR of page images]
The garages and car ports have also been reviewed to ensure compliance with Figure 5.4 of
AS2890.1. The garage doors are 3.0m wide with apron widths of 7.566m and also 8.571m.
The car ports are 2.9m wide and 5.4m long and comply with AS2890.1.

Action:
2f. The proposed visitor spaces have no setback from the property boundary.

RESPONSE 2f
Please refer to Town Planning Report for response.

Action:
2g. A preliminary design of the vehicle access in the road reserve that includes levels,
grades etc.

RESPONSE 2g
Please refer to Civil Engineering Report for response.

If you require any further information or wish to discuss in greater detail, please don’t
hesitate to contact me.

Yours faithfully

Dianne Hayes
B. Eng (Civil) RPEQ 7086

Attachments — A. Proposed Layout (4)
B. Swept Path Analysis (2)

 

Hayes Traffic Engineering ABN 98 615 073 565
211083 Toolar Street RFI Page 4 of 4

Log in to download the original (Attachment 3.pdf)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.