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Town Planning Report_FINAL
(a) safe and convenient use for AO8.2 Where a footpath exists, the driveway N/A
vehicles, pedestrians and meets the road reserve at the level of the
cyclists; existing footpath. No amendments are proposed to the existing
(b) vehicles negotiating without driveway.
contacting the driveway or AO8.3 Driveways within the property: N/A
crossover surface; and (a) have a maximum gradient of 20%
(c) stormwater disposal without any and vertical curves to ensure no No amendments are proposed to the existing
negative impacts on the scraping for a standard vehicle; or driveway.
surrounding area. (b) have a maximum gradient of 25%
provided–
i. the length of the driveway
steeper than 20% does not
exceed 6 metres; and
ii. there is a change in gradient
not less than 2 metres in
length and not greater than
12:5% at the ends of the 25%
section of the driveway.
PO9 The driveway and crossover design avoids AO9 The driveway and crossover is designed N/A
using structures within the road reserve. without significant alteration to the
existing road reserve whereby the finished No amendments are proposed to the existing
surface level of the driveway is consistent driveway.
in height with the existing height of the
road reserve.
Editor’s Note—Should the design not
comply with the standard drawings,
including any cut or fill within the road
reserve, an operational works application
to Council for a non-standard driveway is
required.
PO10 Materials AO10 No pavers or permeable pavement N/A
systems are used within the road reserve.
Driveways and crossovers are to be able No amendments are proposed to the existing
to withstand loadings from vehicles and Editor’s Note—Examples of the types of driveway.
the use of pavers is avoided. pavers to avoid include clay, concrete and
permeable pavement products.
Town Planning Report – 1 Naturi St, Noosa Heads
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