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Sealed Judgement Neate 1219 of 2020 · MCU18/0015
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e. all rigs and excavators used on the lower levels must be craned out of the lower levels
of the site;
f. prior to the commencement of the works referred to in the report of Mr Jim Dixon,
provide, to the reasonable satisfaction of Council’s Chief Executive Officer, certification
from an RPEQ that, in respect of the works to be undertaken by any piling contractor
engaged to undertake the works:
i. there is a non-worsening impact on slope stability; and
ii. the equipment has a local factor of safety of greater than 1.5 in relation to
overturning of the rig;
g. the development works must not adversely impact on the stability of adjoining lands
and/or buildings and/or services; and
h. a dilapidation survey must be carried out of all adjacent properties and structures
before the commencement of construction of the proposed development on the site.
58. All works associated with the development must not exceed the Construction Footprint
shown on the Approved Plans at any time.
59. An appropriately qualified geotechnical engineer must be present on site during the
construction of the development to monitor compliance with the requirements of this
Approval.
60. Certification must be submitted to Council from a qualified person* which certifies that the
development has been constructed in accordance with the report of Mr Jim Dixon.
*(Refer to Advisory Note)
Site Access and Driveways
61. A sealed access driveway must be provided from the edge of the road formation in Attunga
Heights to all parking and manoeuvring areas of the development, engineered to support a
23 tonne vehicle. The works must be undertaken in accordance with an Operational Works
approval.
External Works
62. Attunga Heights must be upgraded for the length of road between the existing cul-de-sac
and the site. The works must be undertaken in accordance with an Operational Works
approval and must include in particular:
a. a design that is sympathetic to the functionality of the existing property accesses
servicing 25 and 26 Attunga Heights (described as Lot 0 on BUP3068 and Lot 14 on
RP89506, respectively) and includes upgrades to these property accesses where
necessary;
b. construction of kerb and channelling and underground stormwater drainage between
the existing cul-de-sac and the site;
c. widening and sealing of the existing pavement to allow for servicing from a Refuse
Collection Vehicle (RCV) and in accordance with The Noosa Plan – Planning Scheme
Policy 6 Engineering Design Standards; and
d. removal of the existing property access and reinstatement of the kerb, footpath and
verge area to match the balance of Attunga Heights, including the provision of topsoil
and turf where the existing verge is grassed in accordance with The Noosa Plan 2020
– Planning Scheme Policy Engineering Design Standards.
Damage to Services and Assets
63. Any damage caused to existing services and assets as a result of the development works
must be repaired at no cost to the asset owner at the following times:
13
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