Appendix B Code Assessment Report - 14-16 Mary Street, Noosaville - Bounce Hostels 15.6.2018

                                                           accordance with Council’s Standard Drawing requirements.             Refer to Engineering report and plan17699-
                                                                                                                                SK001 prepared by TOD’s Consulting in
                                                                                                                                Appendix F of this report.
O3 In commercial zoned areas, the number of driveways      S3.1 Design of multi-tenanted developments in commercial             Not Applicable
across pedestrian footpaths is minimised.                  zoned areas include shared driveways and parking areas;              A residential use (Visitor Accommodation -
                                                           AND                                                                  Type 4 Conventional) is proposed in the
                                                                                                                                Business Centre Zone.
                                                           S3.2 Driveways are located so they abut existing driveways           Not Applicable
                                                           of adjoining development where practicable and reciprocal            A residential use (Visitor Accommodation -
                                                           easements are created to reduce the sealed driveway width.           Type 4 Conventional) is proposed in the
                                                                                                                                Business Centre Zone.
O4 Vehicular access does not adversely impact on the       S4.1 Footpath and kerb crossings are located clear of                Complies
capacity, operations and maintenance of the existing       existing stormwater inlet structures, water and sewerage             The proposed crossovers will be
infrastructure; AND                                        infrastructure fittings, any other exiting utility infrastructure,   appropriately designed and sited as to not
                                                           existing landscaping and vegetation.                                 adversely impact upon Council’s existing
                                                                                                                                infrastructures.
O5 Vehicular access does not adversely impact on the       S5.1 Vehicular access avoids disturbance to the tree                 Complies
health and integrity of existing landscaping or native     protection zone of trees on public land.                             The site has been previously cleared and no
vegetation, where possible.                                                                                                     vegetation of ecological significants exists
                                                                                                                                on site.
O6 Driveway run-off is filtered prior to leaving the       S6.1 For—                                                            Complies
premises.                                                  a) Ancillary dwelling unit, Multiple housing Type 2 if less          It is proposed to install a grated drain at the
                                                           than 5 carparking spaces, Visitor accommodation Type 1 and           base of the ramp to collect runoff. This will
                                                           Homebased business Type 3—the driveway is formed to                  be discharged into a sealed storage tank
                                                           drain to landscaped areas; and                                       and pump below the basement car park
                                                           b) for other uses—grease and oil arrestors or stormwater             which would be set up to pump to the
                                                           quality improvement devices are incorporated into the                street during a rainfall event
                                                           design to treat run-off prior to run-off exiting from the
                                                           premises.
                                                            Table 14-50 — Carparking and manoeuvring
14.113 Carpark design and layout
O7 Sufficient carparking is provided to accommodate        S7.1 The number of parking and loading bays is not less than Complies
the number and type of vehicles likely to be generated     the minimum number specified in Table 14-51 Vehicle Sufficient car parking spaces are provided
by the development having regard to the specifics of the   Parking Requirements;                                        in the basement carpark. Refer to DA.03
use including—                                                                                                          within Appendix A.
                           14-16 Mary Street, Noosaville                                                                                         36