MCU14/0056 - Attachment K -Traffic Impact Assessment

Driveways and Carparking Code
Specific Outcome                                                 Acceptable Solutions/Probable Solutions                   Compliance

                                                                 S3.2 Driveways are located so they abut existing          Not applicable.
                                                                 driveways of adjoining development where practicable
                                                                 and reciprocal easements are created to reduce the
                                                                 sealed driveway width.

O4 Vehicular access does not adversely impact on the capacity,   S4.1 Footpath and kerb crossings are located clear of     Refer to Civil Engineering Report.
operations and maintenance of the existing infrastructure;       existing stormwater inlet structures, water and
                                                                 sewerage infrastructure fittings, any other exiting
                                                                 utility infrastructure, existing landscaping and
                                                                 vegetation.

O5 Vehicular access does not adversely impact on the integrity   S5.1 No solution provided                                 Refer to Civil Engineering Report.
of existing landscaping or native vegetation.

O6 Driveway run-off is filtered prior to leaving the premises.   S6.1 For—                                                 Refer to Civil Engineering Report.
                                                                 a) Ancillary dwelling unit, Multiple housing Types 1
                                                                 or 2 if less than 5 carparking spaces, Visitor
                                                                 accommodation Type 1 and Home-based business
                                                                 Type 3—the driveway is formed to drain to landscaped
                                                                 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.
14.114 Carpark design and layout

O7 Sufficient carparking is provided to accommodate the          S7.1 The number of parking and loading bays is not less   The number of parking and loading bays meets or
number and type of vehicles likely to be generated by the        than the minimum number specified in Table 14-51          exceeds the minimum required in Table 14-51.
development having regard to the specifics of the use            Vehicle Parking Requirements;
including—
a) the type and intensity of land use;
b) any existing parking available on the site;
c) hours of operation;
d) likely numbers of users;

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