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

                                                                 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 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

                                                                 (D) the whole base of the pontoon’s flotation unit
                                                                 remains in contact with the water over which it is
                                                                 constructed at all times and tilts no more than 15º at
                                                                 any time;

                                                                 (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).

 18.4 Prescribed tidal works that are a             The design and construction of the pontoon is consistent with
 pontoon are designed and constructed in a          the following standards—                                               Not applicable.
 way to ensure the pontoon’s flotation unit              (a) subject to paragraph (c), the pontoon’s flotation unit is—
 will—                                                                                                                     Not a pontoon.
                                                            (i) attached, through the pontoon’s system for mooring
 (a) rise and fall to allow for a change in tidal           the unit, to concrete anchors in the bank landward of the
 water levels, including a change caused by a               pontoon; or
 flood or storm tide; and
                                                            (ii) moored by piles;
 (b) not be separated from the lot to which the
                                                        (b) subject to paragraph (c), if a tidal water level change
 pontoon is connected because of—
                                                        resulting from a flood or storm tide with an AEP of 1% would
 (i) a change in tidal water levels mentioned in        cause a pontoon’s flotation unit to detach from the system
 paragraph (a); or                                      for mooring the unit—

                                                            (i) the standard applying under paragraph (a); and


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