Collated Planning Report · MCU14/0077

O4 Vehicular access does not adversely        S4.1 Footpath and kerb crossings are located clear of    Not applicable.
impact on the capacity, operations and        existing stormwater inlet structures, water and
maintenance     of     the      existing      sewerage infrastructure fittings, any other exiting      A new driveway crossover is not required to facilitate the proposed
infrastructure;                               utility  infrastructure, existing  landscaping   and     development.
                                              vegetation.

AND

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

O6 Driveway run-off is filtered prior to      S6.1 For—                                                Complies.
leaving the premises.                         a) Ancillary dwelling unit, Multiple housing Types
                                              1 or 2 if less than 5 carparking spaces, Visitor         In respect of stormwater run-off from impervious areas on the subject
                                              accommodation Type 1 and Home-based business             site. All stormwater will drain to either a retention tank, or bio-retention
                                              Type 3—the driveway is formed to drain to landscaped     drain before being discharged into Council’s stormwater infrastructure.
                                              areas; and
                                              b) for other uses—grease and oil arrestors or            The bin storage area will be bunded to ensure no stormwater comes in
                                              stormwater      quality   improvement   devices    are   contact with any contaminants.
                                              incorporated into the design to treat run-off prior to
                                              run-off exiting from the premises.                       For plans of the proposed stormwater management infrastructure
                                                                                                       please refer to the Engineering Plans contained within Appendix D of
                                                                                                       this report.

Table 14-50 — Carparking and manoeuvring
14.114 Carpark design and layout
O7 Sufficient carparking is provided to S7.1 The number of parking and loading bays is not             Complies.
accommodate the number and type of less than the minimum number specified in Table 14-
vehicles likely to be generated by the 51 Vehicle Parking Requirements;                                A total of seventeen (17) car parking spaces are proposed on the
development having regard to the                                                                       subject site, including one (1) disabled car parking space. That is, 1
specifics of the use including—                                                                        space per 48.141m2 of use area. This meets the requirements
a) the type and intensity of land use;                                                                 stipulated in Part 14.115 Minimum Vehicle Parking Requirements of
b) any existing parking available on the                                                               Division 13 – Driveways and Car Parking Code of the Noosa Plan, which
site;                                                                                                  requires 1 space per 50m2 of use area for Type 1 Warehouse and Type
c) hours of operation;                                                                                 4 Showroom.
d) likely numbers of users;
e) the peak parking demand periods of                                                                  In respect of service vehicles, a loading/unloading bay suitable for a
uses on the site; and                                                                                  SRV type vehicle is proposed within the boundaries of the subject site.
f)    the    availability   of   alternative
carparking.                                                                                            The bin storage area has been located on the subject site to ensure a
                                                                                                       refuse collection vehicle can enter and exit the subject site in a forward
                                                                                                       direction.

O8    The   layout   of   the   development   S8.1 Parking bays, manoeuvring areas, queuing areas,     Complies.