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2017-01-16 General Committee Agenda
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GENERAL COMMITTEE MEETING AGENDA 16 JANUARY 2017
e. Have a minimum clearance of 500mm from any Unitywater/Telstra asset, unless
a written approval is obtained from Unitywater/Telstra and submitted to Council.
21. Pavement design for privately owned works must be undertaken in accordance with
the relevant standards and be designed and constructed to comply with the Disability
Discrimination Act (DDA), Access to Premises Standard and relevant sections of
AS1428 Design for access and mobility. Structural integrity of the driveway and car
park areas will remain the responsibility of the property owner/developer and must be
certified by an RPEQ.
Earthworks
22. All earthworks associated must be undertaken in accordance with the provisions of AS
3798 Guidelines on Earthworks for Commercial and Residential Development, with
geotechnical supervision and testing undertaken in accordance with Section 8 of the
Standard, and to a minimum of ‘Level 2’ as defined in Appendix B and the approved
plans.
23. All Earthworks and construction works must be carried out taking into consideration the
protection of any existing above and below surface services, and the stability and
protection of fences and any buildings and structures on the adjoining properties.
Damage to Services and Assets
24. Any damage caused to existing services, streetscape and assets (including kerb and
footpath) as a result of the development works must be repaired at no cost to the asset
owner at the following times:
a. Where the damage would cause a hazard to pedestrian or vehicle safety,
immediately; or
b. Where otherwise, upon completion of the works associated with the
development.
Any repair work which proposes to alter the alignment or level of existing services and
assets must first be referred to the relevant service authority for approval.
Erosion & Sediment Control
25. A construction hold point must be established with a council delegate and supervising
RPEQ prior to commencement of cut to fill earthworks for each stage of the
development. The hold point must be held as soon as reasonably practical and prior to
the first rain event forecast following initial tree clearing or removal of soil stabilising
material for each stage. At the hold point inspection, all required sediment basins,
drains and bunds to divert waters away from disturbed soil or soils about to become
exposed through cut to fill activities must be installed. All areas that will not require
earthworks in the imminent cut to fill operation must be stabilised to prevent
entrainment of sediments into receiving waters.
26. Cut to fill earthworks must not commence until after the Supervising RPEQ has certified
that all installed erosion and sediment controls required by this approval are sized in
accordance with conditions of the approval and the written acceptance of the
certification is provided to the supervising RPEQ by Council officers.
27. Offsite run-off must be diverted around exposed soils on the site without entraining
additional sediments. Discharge from measures to divert the offsite water must not
cause run-off impacts to other properties. Measures installed to divert the upstream
water must be designed and certified by the supervising RPEQ and installed prior to
commencement of bulk earthworks.
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