G - Engineering Code Assessment

Performance Outcomes             Acceptable Outcomes                   response

                                 driveway width.

PO4                              S4.1 Footpath and kerb                Complies
                                 crossings are located clear of
Vehicular access does not        existing stormwater inlet             There are no water main
adversely impact on the          structures, water and                 valves and hydrants, sewer
capacity, operations and         sewerage infrastructure               manholes or stormwater pits
maintenance of the existing      fittings, any other exiting utility   in the site frontage where
infrastructure; AND              infrastructure, existing              driveways are proposed to be
                                 landscaping and vegetation.           located.

PO5                              S5.1 Vehicular access avoids          Complies
                                 disturbance to the tree
Vehicular access does not        protection zone of trees on           There are no street trees to
adversely impact on the health   public land.                          the site frontage that would be
and integrity of existing                                              affected by the proposed
landscaping or native                                                  driveway locations
vegetation, where possible.

PO6                              S6.1 For—                             Complies

Driveway run-off is filtered     a) Ancillary dwelling unit,           Driveways can be conditioned
prior to leaving the premises.   Multiple housing Type 2 if less       to have crossfall to the
                                 than 5 carparking spaces,             adjacent landscape areas
                                 Visitor accommodation Type 1          within the site to disconnect
                                 and Homebased business                the internal impervious areas
                                 Type 3—the driveway is                from the downstream
                                 formed to drain to landscaped         drainage infrastructure.
                                 areas; and

                                 b) for other uses—grease and
                                 oil arrestors or stormwater
                                 quality improvement devices
                                 are incorporated into the
                                 design to treat run-off prior to
                                 run-off exiting from the
                                 premises.

PO7                              S7.1 The number of parking            Complies
                                 and loading bays is not less
Sufficient carparking is         than the minimum number
provided to accommodate the      specified in Table 14-51
number and type of vehicles                                            Each site has two resident
                                 Vehicle Parking
likely to be generated by the                                          parks in the garage and one
                                 Requirements;
development having regard to                                           visitor space in the driveway
the specifics of the use                                               within the site boundaries
including—

a) the type and intensity of
land use;

b) any existing parking
available on the site;

c) hours of operation;