Original source · versioned page text
Town Planning Assessment Report
Attached to the e-mail Lodgement of development application - 184 Calanthe Avenue_ Doonan.
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.
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 Not proposed. All works are
are to be able to withstand loadings pavement systems are used within within the site bounds.
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.
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
3. not reduce the
stormwater carrying
capacity of roadways.
PO12 Driveways do not damage or AO12 Driveways are located not The existing driveway within
interfere with the location, function less than 1.0 metre from the access handle will be
of, or access to Council stormwater infrastructure. maintained. A new driveway
infrastructure. extension to the proposal is to
be provided.
Editor’s Note—If the driveway
covers or is within 1.0 metre of
stormwater infrastructure, an
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