Council archive · source document
Town Planning Report (rec. 16.04.25) · MCU25/0042
for a standard
vehicle; or
(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 AO9.1 The driveway and The proposed access will not
crossover design avoids crossover is designed impact on the existing road
using structures within without significant reserve.
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 AO10.1 No pavers or permeable Not applicable to this
are to be able to pavement systems are application.
withstand loadings from used within the road
vehicles and the use of reserve. The access will be to a
pavers is avoided. concrete standard.
Editor’s Note—Examples
of the types of pavers to
avoid include clay,
concrete and permeable
pavement products.
PO11 Driveways are designed AO11.1 Driveways have a Drainage will be provided
to: minimum grade of 1% withing the driveway and
(a) prevent water from away from any adjoining drained to a lawful point or
ponding or entering buildings and are formed landscaped areas.
buildings; to drain to landscaped
(b) provide an areas.
opportunity for
filtering of
stormwater prior to it
leaving the site; and
(c) not reduce the
stormwater carrying
P a g e | 16 TOWN PLANNING REPORT
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