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Planning Report
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 AO9 The driveway and crossover is The driveway will be
design avoids using designed without significant constructed to comply with
structures within the road Council’s prescribed standards.
alteration to the existing road
reserve. reserve whereby the finished
surface level of the driveway is
consistent in height with the
existing height of the road
reserve.
PO10 Materials: PO10 No pavers or permeable N/A
pavement systems are used
Driveways and crossovers within the road reserve
are to be able to withstand
loadings from vehicles and
the use of pavers is avoided.
PO11 Surface Water: AO11 Driveways have a minimum N/A
grade of 1% away from any
Driveways are designed to: adjoining buildings and are
(a) prevent water from formed to drain to landscaped
ponding or entering areas.
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.
PO12 Protections of infrastructure: AO12 Driveways are located not less The driveway is located greater
than 1.0 metre from stormwater than 1.0m from stormwater and
is therefore compliant with the
Driveways do not damage or infrastructure.
acceptable outcome.
interfere with the location,
function of, or access to
Council infrastructure.
PO13 The visual impact of AO13.1 Areas adjoining driveways The construction of the
driveways on the streetscape disturbed as a result of the driveway will ensure visual
and surrounding area is impacts are minimized and soil
driveway construction are
minimised and significant is stabilized.
grassed or planted to
adverse impacts on the
minimise visual impact and
traffic network are avoided.
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