Decision Notice - Minor Change - RAL22 0016 01 [As Published]

                      b.      be designed and constructed to comply with the Disability Discrimination Act (DDA),
                              Access to Premises Standard, Austroads and relevant sections of AS1428 Design for
                              access and mobility
                      Site Access and Driveways
               25.    Driveway crossovers must be constructed in accordance with council’s Standard Drawings
                      RS-049, RS-050 and any associated addendum.
               26.    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.
               27.    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.      Underground service conduits for water supply, electricity and any other services must
                              be provided as part of the access driveway
                      d.      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
                      e.      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
               28.    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 2’ 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 Council signing
                      the Plan of Survey.
               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
                      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: 22409110
Version: 4, Version Date: 05/05/2023