10/0627 M2358 Planning Report.pdf [As Published] · 152010.627

M2358
Page 22 of 43
March, 2010


                          Column 1                                                             Column 2                                                               Column 3
                      Specific Outcomes                                         Probable solutions (if code assessable)                                          Applicant Comment
O10 For the Neighbourhood Centre Zone the maximum plot ratio         No solution provided                                                    C10 Not Applicable. The site is not located within the
is as follows—                                                                                                                               Neighbourhood Centre Zone.
a) 0.8:1 for site areas up to and including 2000m2;
and
b) 0:3:1 for that area of a site in excess of 2,000m2.
Flooding and drainage                                                S11.1 For new buildings or structures or additions of more than         C11 The site will be filled in accordance with the MCU approval
O11 Buildings and other works are designed and sited to—             50m2 gross floor area to an existing building or structure, floor       (Council Reference: DA2007/1259). This ensures future
a) provide flood free access to premises and flood free habitable    levels for habitable rooms are—                                         development will remain flood free.
areas;                                                               a) for areas where minimum floor levels are available—not less
b) allow only minor, short term and infrequent flooding of non-      than the specified level;
habitable areas; ‗                                                   b) for areas where flood modelling is available—a minimum of
c) ensure carparking areas can be adequately drained;                500mm above the modelled flood level; and
d) ensure drainage does not adversely impact upon other              c) for areas where flood modelling is not available, a minimum of
premises; and                                                        500mm above the highest known flood level;
e) ensure filling or excavation does not adversely impact upon       AND
other premises by—                                                   S11.2 Where Council infrastructure is
   i. causing ponding on the site or nearby land;                    available—
   ii. increasing flooding, which adversely affects the safety or    a) any drainage (for buildings and land) flows to that
   use of any land                                                   infrastructure; and
   upstream and downstream;                                          b) the infrastructure has the capacity to accept any additional
   iii. adversely affecting the flow of water in any overland flow   loading.
   path; and                                                         AND
   iv. falling towards the frontage or other boundaries without      S11.3 Car parking and maneuvering areas are constructed at a
   sufficient retention.                                             level that permits the parking area to drain from the site by gravity
                                                                     means, without the need for mechanical pumping; or
                                                                     S11.4 Basements for residential uses have flood 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 means of mechanical
                                                                     pumping where the mechanical feature is installed with adequate
                                                                     holding tanks and an alternative back up power source.
Roof form                                                            S12.1 The main roof of the building has a roof pitch no less than 5     C12 The site will be developed in accordance with the MCU
O12 Roof forms—                                                      degrees and has minimum 600mm eaves to at least 75% of the              approval (Council Reference: DA2007/1259).
a) contribute positively to the local skyline;                       perimeter of the building;
b) complement the beachside character of the locality;               AND
c) use soft and articulated pitched or curved roof forms;            S12.2 Buildings and structures do not include roof top terraces.
d) avoid low pitched (eg. less than 5 degrees) or box
profiles/parapets; and
e) do not create opportunities for residents to overlook the
private open space areas of neighbouring properties.
Sloping sites                                                        S13.1 Buildings and associated accessways are not constructed           C13 The site will be filled in accordance with the MCU approval
O13 Development on sloping sites—                                    on land with a slope greater than 1 in 4 (25%);                         (Council Reference: DA2007/1259). This ensures future
a) is responsive to the natural topography of the site and           AND                                                                     development will remain flood free.
minimises cut and fill;                                              S13.2 Buildings are of split level design that step down the slope




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