13. OBoat Hire - Prescribed Tidal Works Code

NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria                     Acceptable Solution                         Comments

Design, construction and safety – pontoons

                                         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).
18.3 Prescribed tidal works that are a   (s 5(2) outcome)                            Compliant.
pontoon        are     designed   and
constructed in a way to ensure any       The design and construction of the
load applied to the pontoon by a         pontoon is consistent with the
person or thing on the pontoon does      following standards:-                       The structure is appropriately
not cause the pontoon to tip over or                                                 designed for its intended purpose
tilt to a degree causing the person or   a)   subject to paragraph (b):-             and will be consistent with the
thing to fall off the pontoon.                (i) for a pontoon constructed          Australian Standards relevant to the
                                                                                     design and construction of the
                                                   within a marina – AS 3962 to
                                                                                     structure. The engineered plans show
                                                   the extent requirements
                                                                                     relevant loadings and these are also
                                                   stated in the Standard apply      addressed in the engineer’s design
                                                   to relevant loading matters       report.
                                                   for     the      design      or
                                                   construction       of       the
                                                   pontoon; or
                                                                                     All access walkways extend at least
                                              (ii) for     a    pontoon        not
                                                                                     500mm onto the receiving flotation
                                                   constructed       within      a   unit.
                                                   marina:-
                                                   (A) the pontoon’s access
                                                        walkway extends at
                                                        least 500mm onto the         The pontoon is not used only for
                                                                                     rowing.
                                                        pontoon’s        flotation
                                                        unit; and
                                                   (B) for a pontoon use only
                                                        for rowing – at least        The live load for the flotation units is
                                                        75mm of the height of        compliant with the requirement. The
                                                        the pontoon’s flotation      engineer’s    design     report    and
                                                                                     construction plans confirm relevant
                                                        unit remains above the
                                                                                     details.
                                                        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
                                                   (C) for a pontoon other
                                                        than      a      pontoon
                                                        mentioned in sub-
                                                        subparagraph (B) – the
                                                        top surface of the
                                                        pontoon’s flotation unit