05. Hales - Planning Report

PROJECT URBAN – 20153                                                                             13 Jul 2020


Performance Criteria             Acceptable Solution                            Comments
Design, construction and safety – pontoons
18.3 Prescribed tidal works (s 5(2) outcome)                                    Not applicable.
that are a pontoon are The design and construction of the
designed and constructed in a pontoon is consistent with the following          The proposed structure is not a
way to ensure any load standards:-                                              pontoon.
applied to the pontoon by a a) subject to paragraph (b):-
person or thing on the              (i)     for a pontoon constructed
pontoon does not cause the                  within a marina – AS 3962 to
pontoon to tip over or tilt to a            the     extent    requirements
degree causing the person or                stated in the Standard apply to
thing to fall off the pontoon.              relevant loading matters for
                                            the design or construction of
                                            the pontoon; or
                                    (ii)    for a pontoon not constructed
                                            within a marina:-
                                          the pontoon’s access walkway
                                            extends at least 500mm onto
                                            the pontoon’s flotation unit;
                                            and
                                          for a pontoon use only for
                                            rowing – at least 75mm of the
                                            height of the pontoon’s
                                            flotation unit remains above
                                            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 walkways; and
                                          for a pontoon other than a
                                            pontoon mentioned in sub-
                                            subparagraph (B) – the top
                                            surface of the pontoon’s
                                            flotation unit remains above
                                            the water over which it is
                                            constructed if a distributed live
                                            load of 1.5kPa is applied to
                                            half of the surface of the
                                            pontoon’s flotation unit and
                                            all of the surface of the
                                            pontoon’s access walkways;
                                            and
                                          the whole base of the
                                            pontoon’s      flotation    unit
                                            remains in contact with the
                                            water over which it is
                                            constructed at all times and
Development Assessment Report                                                                      Page 32 of 42
Operational Works
37 Mossman Court, Noosa Heads 4567