Town Planning Report (00012493)

           the majority of bedroom windows are at least 3m from the driveway and
            shared parking areas;

           plant and equipment will be located and screened to reduce its visual impact;

           fencing is proposed to provide privacy for the areas of private open space at
            ground floor level;

           the development will not adversely impact on the sunlight currently enjoyed by
            neighbouring properties. It should be noted that these properties are no in
            residential use;

           the proposed access and car parking areas are conveniently located for
            residents;

           the visitor spaces are provided at ground level and have unrestricted access;
            and

           storage lockers are provided for each unit in the basement

Overall, it is considered that the proposed development complies with the relevant
sections of the Residential Uses Code.

4.3.6.2 Engineering Works Codes
The proposal has also been assessed against the Engineering Works Codes and the
pertinent points from this assessment are set out below:

The main conclusions of the Traffic Engineering & Parking Assessment Report prepared by
RoadPro Traffic Engineers in Appendix 3 are as follows:

           the proposed access should be restricted to a left in left out only to minimise
            the impacts of the development on the local road network;

           the proposal complies with the Council’s parking and servicing requirements;
            and

           the driveway, circulation areas, basement ramp, queuing and car parking
            spaces have all been designed to comply with the relevant Australian
            Standards.

The Engineering Report prepared by TOD Consulting in Appendix 4 confirms that the site is
already connected to all the necessary services including the reticulated water and sewer
networks. The report also includes a report from Aquaintel which recommends a series of
measures to collect, treat and discharge stormwater from the site to Doonella Street, in
accordance with current best practice. These measures include a bio-retention basin and
an underground detention tank located in the south eastern corner of the site.

June 2015                    30 -32 Doonella Street, Tewantin -                Page 17
                            Multiple Housing Type 4 Conventional