MCU14/0056 - Attachment G - Engineering Report & Stormwater Management Plan

                             Corner Myall Street & Ferrells Road Cooroy, QLD 4563
                                                               Driveway and Carparking Code


Driveways and Carparking Code
Specific Outcome                                       Acceptable Solutions/Probable Solutions          Compliance
                                                       and ramps is in accordance with Section 3 of
                                                       AS2890.1 Parking Facilities.
O3 In commercial zoned areas, the number of            S3.1 Design of multi-tenanted developments       Refer to Traffic Engineering Report prepared
driveways across pedestrian footpaths is minimised.    in commercial zoned areas include shared         by others. Typical.
                                                       driveways and parking areas; AND
                                                       S3.2 Driveways are located so they abut
                                                       existing 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       S4.1 Footpath and kerb crossings are located     Existing stormwater structures are to be
the capacity, operations and maintenance of the        clear of existing stormwater inlet structures,   relocated where required by the proposed
existing infrastructure;                               water and sewerage infrastructure fittings,      works
                                                       any other exiting utility infrastructure,
                                                       existing landscaping and vegetation.
O5 Vehicular access does not adversely impact on       S5.1 No solution provided                        Refer to Traffic Engineering Report prepared
the integrity of existing landscaping or native                                                         by others. Typical.
vegetation.
O6 Driveway run-off is filtered prior to leaving the   S6.1 For—                                        Refer to Traffic Engineering Report prepared
premises.                                              a) Ancillary dwelling unit, Multiple housing     by others. Typical.
                                                       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.