05. Hales - Planning Report · OPW20/0118

PROJECT URBAN – 20152                                                                                1 Jul 2020


Performance Criteria            Acceptable Solution                               Comments
Design, construction and safety – pontoons
                                             (v) AS 3962
                                             (vi) AS 4997;
                                b) if a relevant planning scheme standard
                                    is more stringent than the standard
                                    mentioned in paragraph (a)– the
                                    relevant planning scheme standard, to
                                    the extent it is more stringent than the
                                    standard mentioned in paragraph (a).
18.2 Prescribed tidal works (s 5(2) outcome)                                      Not applicable.
that are a pontoon and used The design and construction of the
only for rowing, are designed pontoon is consistent with the following            The proposed structure is not a
and constructed in a way to standards:-                                           pontoon.
ensure:-                        (a) subject to paragraph (b):-
(a) the pontoon is able to          (i)      for a pontoon constructed
support its intended loads,                  within a marina – AS 3962 to
having regard to its relevant                the     extend     requirements
loading matters; and                         stated in the Standard apply to
 (b) the pontoon is safe for                 relevant loading matters for
persons using the pontoon to                 the design or construction of
launch and retrieve rowing                   the pontoon; or
vessels.                            (ii)     for a pontoon not constructed
                                             within a marina:-
                                         (A) the access walkway of a
                                             pontoon used only for rowing
                                             is able to support at least a live
                                             load of 3.0kPa; and
                                         (B) the flotation unit of a pontoon
                                             used only for rowing is able to
                                             support at least a live load of
                                             1.5kPa; and
                                         (C) at least 75mm of the height of
                                             the pontoon’s flotation unit
                                             will remain above the surface
                                             of the water over which it is
                                             constructed if a distributed live
                                             load is applied to half of the
                                             surface of the pontoon’s
                                             flotation unit and all of the
                                             surface of the pontoon’s
                                             access walkway;
                                b) if a relevant planning scheme standard
                                    is more stringent than the standard
                                    mentioned in paragraph (a) – the
                                    relevant planning scheme standard, to
                                    the extent it is more stringent than the
                                    standard mentioned in paragraph (a).

Development Assessment Report                                                                        Page 31 of 42
Operational Works
35 Mossman Court, Noosa Heads 4567