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Appendices 9,10,11,12 & 13 Email 4 of 4 - MCU16/0153 REC16/0041
SPECIFIC OUTCOMES PROBABLE SOLUTIONS COMPLIANCE COMMENTS
safety or use of any land upstream and downstream; available— Report prepared by Covey & Associates
iii. adversely affecting the flow of water in any a) any drainage (for buildings and land) flows to that (Appendix 6).
overland flow path; and infrastructure; and
iv. falling towards the frontage or other boundaries b) the infrastructure has the capacity to accept any
without sufficient retention additional loading.
AND
S11.3 Car parking and maneuvering areas are YES Please refer to the Engineering Services
constructed at a level that permits the parking area to Report prepared by Covey & Associates
drain from the site by gravity means, without the need (Appendix 6).
for mechanical pumping; or
S11.4 Basements for residential uses have flood N/A
immunity above the Q100 where alternative means to
mechanical pumping are used to achieve such
immunity; or
S11.5 Basements for non-residential uses have flood
immunity above the Q100 that may be achieved by N/A
means of mechanical pumping where the mechanical
feature is installed with adequate holding tanks and an
alternative back up power source.
Roof form
O12 Roof forms— S12.1 The main roof of the building has a roof pitch no YES Please refer to the Proposal Plans prepared
a) contribute positively to the local skyline; less than 5 degrees and has minimum 600mm eaves to by Sprout Architects (Appendix 1).
b) complement the beachside character of the at least 75% of the perimeter of the building;
locality; AND
c) use soft and articulated pitched or curved roof S12.2 Buildings and structures do not include roof top Please refer to the Proposal Plans prepared
forms; terraces. by Sprout Architects (Appendix 1).
d) avoid low pitched (eg. less than 5 degrees) or
box profiles/parapets; and
e) do not create opportunities for residents to
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