Decision Notice - Approved by Delegation of Authority - MCU25 0022 & OPW25 0029 (As Published) · MCU25/0022

               19.    All frontage works must match neatly with existing road and verge/footpath features.
                      Additional works beyond the frontage may be required to provide an acceptable transition to
                      existing road and verge/footpath profiles.
               20.    Electrical conduits or other services proposed to be installed within existing and proposed
                      road reserves under existing sealed carriageways, concrete pathways, concrete/sealed
                      driveways or significant vegetation must be installed by boring. Trenching is not permitted,
                      unless specifically approved by Council.
                      Site Access and Driveways
               21.    Driveway crossovers must be constructed in accordance with council’s Standard Drawings
                      RS-056 and any associated addendum.
               22.    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.
               23.    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 OR an approved all-weather purpose material;
                      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; and
                      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
               24.    All earthworks shall be undertaken in accordance with the provisions of AS 3798 Guidelines
                      on Earthworks for Commercial and Residential Development.
               25.    Fall protection must be provided to retaining walls that are over 1m high.
               26.    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
               27.    Appropriate scour protection must be provided at the outlet of all stormwater pipes including
                      temporary outlets.
               28.    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).
               29.    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: 25009930
Version: 4, Version Date: 27/07/2026