Council archive · source document
Town Planning Assessment Report · MCU25/0020
surrounding area. 1. have a maximum gradient
of 20% and vertical curves
to ensure no scraping for a
standard vehicle; or
2. have a maximum gradient
of 25% provided–
1. the length of the
driveway steeper than
20% does not exceed
6 metres; and
2. 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 AO9 The driveway and crossover is Can comply with AO9
design avoids using structures designed without significant
within the road reserve. alteration to the existing road
reserve whereby the finished
surface level of the driveway is
consistent 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 Driveways and crossovers AO10 No pavers or permeable Complies with AO10
are to be able to withstand loadings pavement systems are used within
from vehicles and the use of pavers the road reserve.
is avoided.
Editor’s Note—Examples of the
types of pavers to avoid include
clay, concrete and permeable
pavement products.
PO11 Driveways are designed to: AO11 Driveways have a minimum Can comply with AO11
1. prevent water from grade of 1% away from any
ponding or entering adjoining buildings and are formed
buildings; to drain to landscaped areas.
2. provide an opportunity
for filtering of stormwater
prior to it leaving the site;
and
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