Approved Decision Notice - MCU26 0040, OPW26 0066 & RAL26 0013 (As Published)

               26.    The following must be complied with during the construction of the required
                      crossover/driveway:
                      a.      the driveway surfacing must consist of an approved hot mixed asphaltic concrete or
                              patterned/plain concrete;
                      b.      decorative surfaces must be approved by Council, have a maximum 5mm depth
                              variation in the finished surface profile, and comply with AS4586, AS3661.1 and any
                              associated addendum;
                      c.      the driveway must be constructed so as not to concentrate stormwater runoff onto
                              neighbouring properties;
                      d.      underground service conduits for water supply, electricity and any other services must
                              be provided as part of the access driveway;
                      e.      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;
                      f.      have a minimum clearance of 500mm from any Unitywater/Energex/Telstra asset,
                              unless a written approval is obtained from Unitywater/Energex/Telstra and submitted
                              to Council; and
                      g.      the property access 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
               27.    All earthworks shall 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 1’ as
                      defined in Appendix B. Test results as required by AS 3798, and a certificate of quality and
                      uniformity of fill shall be provided by a RPEQ and submitted to Council prior to the
                      commencement of the use.
               28.    All earthworks and associated batters/retaining structures, both above and below ground
                      level, both temporary and permanent, must be contained entirely within the subject site
                      unless written permission from the respective landowner(s) is provided to Council.
               29.    Fall protection must be provided to retaining walls that are over 1m high.
               30.    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; and
                      d.      1 in 2 for combined structural engineering and planting solutions.
                      Stormwater Drainage
               31.    Appropriate scour protection must be provided at the outlet of all stormwater pipes including
                      temporary outlets.
               32.    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).
               33.    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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Document Set ID: 25048906
Version: 6, Version Date: 13/08/2026