Council archive · source document
Attachment 1 - Code Assessment · MCU23/0030
Attachment 1 – Code Assessments
Performance outcomes Acceptable Outcomes Response
12:5% at the ends of the 25% section of the
driveway.
PO9 AO9 Complies
The driveway and crossover design avoids using The driveway and crossover is designed without The proposed driveway and crossover is situated
structures within the road reserve. significant alteration to the existing road reserve towards the eastern boundary and is designed to be
whereby the finished surface level of the driveway consistent in height with the existing road reserve.
is consistent in height with the existing height of
the road reserve.
Materials AO10 Complies
PO10 No pavers or permeable pavement systems are No pavers or permeable pavement systems are
Driveways and crossovers are to be able to used within the road reserve. proposed.
withstand loadings 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 Complies
PO11 Driveways have a minimum grade of 1% away from The proposed driveway is designed as such to
Driveways are designed to: any adjoining buildings and are formed to drain to prevent water from ponding or entering buildings,
landscaped areas. allows for stormwater runoff to primarily disperse
1. prevent water from ponding or entering
into landscaped areas before entering the drainage
buildings;
systems.
2. provide an opportunity for filtering of
stormwater prior to it leaving the site; and
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