07/2399 - Representations received [As Published] · 132007.2399

Page 6 of 9

 

 

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33 | The carparking area shall be drained and the sealed Add after the word pavement ‘or clay In accordance with the principles of the Master Street
pavement constructed to access road standards. Plans | paver finish’ Plan, the visitor car parking areas are proposed to be
and specifications for these works shall be submitted extensions of the paved access street.
in conjunction with an application for a Development
Permit for Operational Works.

34 | All carparking shall be kept maintained and line- Add “or delineated in another approved As it is proposed that the access driveways (including
marked in a condition fit for use to the reasonable manner’ after the word ‘line-marked’. visitor car parking) will be clay pavers, the delineation
satisfaction of Council. may be with the paver design rather than line-

marking. It is noted that Council will still need to be
satisfied that it is fit for use.

40 | The authors of an SMP shall be responsible to oversee | Add ‘during the construction phase’ after The role of the authors of an smP during the ae

. . . ‘ construction is acceptable. if the intention of Council is
that he SMP is carried out and to take appropriate the word ‘out’. i eye
oo . to that period then the Condition should be
action in the event of any breach of the SMP likely to .
ied accordingly.
cause harm.
However, it is unworkable to require the same authors
to have an ongoing responsibility and role during the
operational phase.
63 | Any building or structure within proximity of an Add the word ‘services’ after the word Suggest that this word may have been omitted by

 

easement or any other public utility's underground
must have its foundations designed so that no
surcharge loads are imposed upon such underground
infrastructure. Foundations must be take down a
minimum of 1.0m below a line of influence measured
1.0m in the direction of the foundation from the
centerline of the closest underground service and
along the natural angle of repose of the foundation
soil type(s).

Plans and supportive documents, detailing these
proposed foundations shall be designed by a
registered practicing Geotechnical Engineer and
submitted with the application for a Development

 

‘underground’ on the second line.

 

mistake.