Council archive · source document
Town Planning Assessment Report · MCU26/0010
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 This requirement can be
design avoids using structures designed without significant conditioned.
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.
Materials AO10 No pavers or permeable Complies with AO10
PO10 Driveways and crossovers pavement systems are used within
are to be able to withstand loadings the road reserve.
from vehicles and the use of pavers
is avoided. Editor’s Note—Examples of the types
of pavers to avoid include clay, concrete
and permeable pavement products.
Surface water AO11 Driveways have a minimum This requirement can be
PO11 Driveways are designed to: grade of 1% away from any conditioned.
adjoining buildings and are formed
(a) prevent water from ponding
to drain to landscaped areas.
or entering buildings;
(b) provide an opportunity for
filtering of stormwater prior
to it leaving the site; and
(c) not reduce the stormwater
carrying capacity of
roadways.
Protection of infrastructure AO12 Driveways are located not To be addressed at the
PO12 Driveways do not damage or less than 1.0 metre from detailed design phase.
interfere with the location, function stormwater infrastructure.
of, or access to Council
infrastructure. Editor’s Note—If the driveway covers
or is within 1.0 metre of stormwater
infrastructure, an operational works
application to Council for a
non-standard driveway is required.
Streetscape and effect on AO13.1 Areas adjoining driveways Can comply with AO13.1
traffic network disturbed as a result of the
30
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