Delegated Report - Code - Planning OPW26 0024 (As Published)

                      c.      All paths must have a slip resistant surface;
                      d.      Expansion and contraction joints must provide a flush finish. Installation of joints by
                              saw cutting is preferred to ensure a smooth ride for cyclists;
                      e.      The required work includes any modifications to ensure the footpath finishes flush with
                              all existing service covers and the like, or alternatively these services are raised or
                              altered, so as not to create a pedestrian safety hazard; and
               19.    Pathways must:
                      a.      terminate in a manner that ensures smooth transition to existing surfaces for public
                              safety; and
                      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.
                      Earthworks and Retaining Walls
               20.    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.
               21.    Fall protection must be provided to retaining walls that are over 1m high and located around
                      the perimeter of the bio-retention basin.
               22.    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
               23.    Appropriate scour protection must be provided at the outlet of all stormwater pipes including
                      temporary outlets.
               24.    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).
               25.    Construction of all internal stormwater drainage works must comply with the relevant
                      section/s of Australian Standard AS/NZS 3500.3.
               26.    Prior to the completion of the development, all site surfaces must be effectively stabilised
                      using methods which have achieved effective short-term stabilisation and which will continue
                      to achieve effective stabilisation in the medium- to long-term (refer to E&SC Advisory Notes).
                      For the purpose of this condition, an effectively stabilised surface is defined as one that does
                      not, or is not likely to result in visible evidence of soil loss caused by sheet, rill or gully erosion
                      or lead to sedimentation, or lead to water contamination.
                      Erosion and Sediment Control
               27.    Prescribed Water Contaminants (as defined in Schedule 10 of Environmental Protection
                      Regulation 2019) must not be released from the site or to waters within the site, or be likely
                      to be released should rainfall occur, unless all reasonable and practicable measures are
                      taken to prevent or minimise the release and concentration of contamination.




                                                                                                              Page 8 of 12

Document Set ID: 24726708
Version: 7, Version Date: 21/05/2026