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Negotiated Decision Notice OPW26 0033 (As Published)
Site Access and Driveways
46. Driveway crossovers must be constructed in accordance with council’s Standard Drawings:
a. RS-049, RS-050 and any associated addendum.
47. 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.
48. 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
49. 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 Council signing
the Plan of Survey.
50. 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.
51. Fall protection must be provided to retaining walls that are over 1m high.
52. 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.
Page 13 of 22
Document Set ID: 25209919
Version: 4, Version Date: 02/10/2026
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