2022-02-14 General Committee Meeting Minutes

GENERAL COMMITTEE MEETING MINUTES                                           14 FEBRUARY 2022


               AS1428 Design for access and mobility.
    Site Access and Driveways
    78.   Driveway crossovers must be constructed generally in accordance with Council’s
          Standard Drawing RS-051.
    79.   Any existing unnecessary or redundant property accesses must be removed, and the
          kerb, footpath and verge area reinstated to match the existing footpath and/or verge
          treatments. Grassed verge areas to be reinstated must be provided with 100 mm
          topsoil and grass seed or turf, and must be maintained by the developer until
          established.
    80.   The following must be complied with during the construction of the required
          crossover/driveway:
          a.   The driveway surfacing must consist of either an approved hot mixed asphaltic
               concrete or patterned/plain concrete;
          b.   The driveway must be constructed so as not to concentrate stormwater runoff
               onto neighbouring properties;
          c.   Where there is an existing pedestrian path, a matching crossfall must be provided
               for the driveway on the alignment of the path, for the full width of the path;
          d.   The property accesses must be located a minimum of 1m clear of existing power
               poles, streetlights or other signage. The developer is responsible for any
               necessary relocation of existing services to provide this clearance and must
               contact the relevant service authorities and comply with their requirements in
               relation to these works.
    Earthworks and Retaining Walls
    81.   All earthworks must be undertaken in accordance with the provisions of AS 3798
          Guidelines on Earthworks for Commercial and Residential Development, with
          geotechnical testing undertaken in accordance with Section 8 of the Standard, and to
          a minimum of ‘Level 2’ as defined in Appendix B. Test results as required by AS 3798,
          and a certificate of quality and uniformity of fill must be provided by a RPEQ and
          submitted to Council prior to Council undertaking the On-Maintenance inspection.
    82.   Fall protection must be provided to retaining walls that are over 1m high.
    83.   Slope and batters are a maximum grade of:
          a.   1 in 6 where in proximity to waterbodies;
          b.   1 in 4 for grassed areas;
          c.   1 in 3 for planted areas;
          d.   1 in 2 for combined structural engineering and planting solutions.
    Stormwater Drainage
    84.   Appropriate scour protection must be provided at the outlet of all stormwater pipes
          including temporary outlets.
    85.   Works associated with this permit must not adversely impact on the existing drainage
          conditions on other properties (e.g. by blocking or interfering with natural overland
          flows).
    86.   Construction of all internal stormwater drainage works must comply with the relevant
          section/s of Australian Standard AS/NZS 3500.3.




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