Skip to the record
Accept no substitutions.

Council archive · source document

Decision Notice OPW24 0017 · OPW24/0017

of 9

Text shows just the words. Original shows the document exactly as it was published.

                      Works within Road Reserve/Reinstatement
               17.    Safe vehicle and pedestrian access on all streets in the vicinity of the development must be
                      maintained at all times. Should footpath/road closures be necessary to carry out construction
                      works, Council’s Engineering Officer must be notified prior to the proposed closure and all
                      requirements complied with.
               18.    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.
               19.    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
               20.    Driveway crossovers must be constructed in accordance with council’s Standard Drawings
                      RS-049, RS-050 and any associated addendum.
               21.    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.
               22.    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; 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
               23.    All earthworks shall be undertaken in accordance with the provisions of AS 3798 Guidelines
                      on Earthworks for Commercial and Residential Development.
               24.    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.
                      Geotechnical Stability
               25.    All works must be carried out in accordance with the recommendations contained in section
                      4 of Tectonic’s Slope Stability Assessment Report (24008-001-Rev0) dated 31 January
                      2024.




                                                                                                         Page 4 of 9
Document Set ID: 22946361
Version: 3, Version Date: 17/04/2024
Log in to download the original file

Decision Notice OPW24 0017.pdf · 166 KB (small file)

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.