Annex 13 - Schedule 3 - Prescribed Tidal Works

Coastal Protection and Management Regulation 2017
Schedule 3. Code for Assessable Development that is prescribed tidal works
Part 3 Performance outcomes and acceptable outcomes

                                                              (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).

                                                  (s 5(2) outcome)
 18.3 Prescribed tidal works that are a pontoon   The design and construction of the pontoon is consistent with          Not applicable.
 are designed and constructed in a way to         the following standards—
 ensure any load applied to the pontoon by a           (a) subject to paragraph (b)—                                     Not a pontoon.
 person or thing on the pontoon does not cause
 the pontoon to tip over or tilt to a degree              (i) for a pontoon constructed within a marina—AS 3962
 causing the person or thing to fall off the              to the extent requirements stated in the Standard apply
 pontoon.                                                 to relevant loading matters for the design or
                                                          construction of the pontoon; or

                                                          (ii) for a pontoon not constructed within a marina—

                                                              (A) the pontoon’s access walkway extends at
                                                              least 500mm onto the pontoon’s flotation unit; and

                                                              (B) for a pontoon used 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

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