7. Volume 4 - Traffic Impac Assessment

SPECIFIC OUTCOMES                       PROBABLE SOLUTIONS                      RESPONSE

O3 In commercial zoned areas, the       S3.1 Design of multi-tenanted           O3 Complies
number of driveways across              developments in commercial zoned
pedestrian footpaths is minimised.      areas include shared driveways and The proposed development
                                        parking areas;                     incorporates separated access
                                                                                egress driveway crossovers. The
                                        AND                                     proposed access arrangement is a
                                                                                reduction of the current layout of
                                        S3.2 Driveways are located so they      two two-way driveways.
                                        abut existing driveways of adjoining
                                        development where practicable and
                                        reciprocal easements are created to
                                        reduce the sealed driveway width.

O4 Vehicular access does not            S4.1 Footpath and kerb crossings        O4 & O5 Complies
adversely impact on the capacity,       are located clear of existing
operations and maintenance of the       stormwater inlet structures, water      The proposed access has been

existing infrastructure;                and sewerage infrastructure fittings, designed to minimise the impact on
                                        any other exiting utility             existing infrastructure and the local
AND                                     infrastructure, existing landscaping    street scape.

                                        and vegetation.
O5 Vehicular access does not
adversely impact on the integrity of    S5.1 No solution provided
existing landscaping or native
vegetation

O6                                      S6.1 For—                               Refer to Civil Engineering Report.

Driveway run-off is filtered prior to   a) Ancillary dwelling unit, Multiple
leaving the premises                    housing Types 1 or 2 if less than 5
                                        carparking spaces, Visitor
                                        accommodation Type1 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.

Table 14-50 — Carparking and manoeuvring

14.114 Carpark design and layout

O7 Sufficient carparking is provided S7.1 The number of parking and             O7 Complies
to accommodate the number and           loading bays is not less than the
type of vehicles likely to be           minimum number specified in Table       The proposed development

generated by the development            14-51 Vehicle Parking                   provides 19 car parks and therefore
                                                                                the parking arrangement generally