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Delegated Report - Code - Planning - OPW26 0058 (As Published)
15. 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.
16. All 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.
Driveways
17. Driveway crossovers must be constructed generally in accordance Council’s Standard
Drawings RS-049 and RS-050.
18. 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.
19. 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 in accordance with the requirements of AS2890.1 Off-Street Car
Parking for longitudinal and crossfall gradients;
c. the driveway must be constructed so as to not concentrate or direct 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;
g. any stormwater kerb outlet in close proximity to the edge of the new driveway must be
provided with an approved kerb adaptor; and
h. any existing kerb sections requiring removal due to the works must be saw-cut and
removed to allow for a smooth and neat finish with the new driveway.
20. Pavement design for privately owned works must be undertaken in accordance with the
relevant standards. Structural integrity of the driveway and car park areas will remain the
responsibility of the property owner/developer.
Stormwater Drainage
21. The constructed driveway must not cause additional ponding on the road formation or the
road reserve.
22. Any proposed surface drainage grate must be located wholly within private property.
Environment (Erosion and Sediment Control)
23. Prescribed Water Contaminants (as defined in the Environmental Protection Act 1994) 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.
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Document Set ID: 24831825
Version: 4, Version Date: 20/07/2026
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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.
All 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.
Driveways
Driveway crossovers must be constructed generally in accordance Council’s Standard
Drawings RS-049 and RS-050.
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.
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 in accordance with the requirements of AS2890.1 Off-Street Car
Parking for longitudinal and crossfall gradients;
Cc. the driveway must be constructed so as to not concentrate or direct 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;
g. any stormwater kerb outlet in close proximity to the edge of the new driveway must be
provided with an approved kerb adaptor; and
h. any existing kerb sections requiring removal due to the works must be saw-cut and
removed to allow for a smooth and neat finish with the new driveway.
Pavement design for privately owned works must be undertaken in accordance with the
relevant standards. Structural integrity of the driveway and car park areas will remain the
responsibility of the property owner/developer.
Stormwater Drainage
The constructed driveway must not cause additional ponding on the road formation or the
road reserve.
Any proposed surface drainage grate must be located wholly within private property.
Environment (Erosion and Sediment Control)
Prescribed Water Contaminants (as defined in the Environmental Protection Act 1994) 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 6 of 8
Document Set ID: 24831825
Version: 4, Version Date: 20/07/2026
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