Council archive · source document
Traffic Engineering advice · MCU15/0014
Attached to the e-mail MCU15/0014 - Information Response.
Table 1 – Traffic Generation Rates
Traffic Generation Rates Traffic Generation
Description Number
Peak Daily Peak Daily
Medium density residential
flat building (up to 2 1 0.4 - 0.5 4-5 0.5 5
bedrooms)
Medium density residential
flat building (up to 3 5 0.5 - 0.65 5 - 6.5 2.5 25
bedrooms)
Total 3 30
The development is therefore expected to generate 3 trips during the peak hour
and 30 trips daily.
Section 3 of Australian Standard AS2890.1 for off-street parking facilities
provides access width requirements for off-street parking facilities. Gympie
Terrace is classified as a district collector and therefore the proposed
development is classified as a Category 1 parking facility. As per Clause 3.2.2,
for low volume Category 1 access driveways where the frontage road is not an
arterial or sub-arterial, access widths can be less than 5.5m. Provision for
overtaking is generally not required for access driveways less than 30m in
length and with less than 30 vehicle movements per hour.
The proposed development will generate approximately 3 vehicle trips during
the peak hour. The driveway is less than 30m in length, allows good sight
visibility with passing opportunities provided at the entry and at the garages.
Provision for overtaking on the access driveway is therefore not required.
Therefore the proposed development complies with the requirements of
AS2890.1 for off-street parking facilities.
I trust this information assists with the Council’s concerns, however should further
information be required please do not hesitate to contact me.
Yours faithfully
Dianne Hayes
B. Eng (Civil) RPEQ 7086
Attachments: Revised drawings (3) provided by Kidd + Co
On-street parking concept layout (1) provided by RoadPro
RoadPro Development ABN 98 615 073 565
15652 Gympie Tce Units RFI Response Page 4 of 4
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