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

                                              storm event with an AEP of 2%,
                                              factoring in projected sea level
                                              rise;
                                          (b) subject to paragraph (d), each of
                                              the      following      Australian
                                              Standards      to   the    extent
                                              requirements stated in the
                                              Standard apply to relevant
                                              loading matters for the design or
                                              construction of the revetment or
                                              seawall:-
                                              (i) AS/NZS 1170.0;

                                               (ii) AS/NZS 1170.1;

                                               (iii) AS/NZS 1170.2;

                                               (iv) AS1170.4

                                               (iii) AS 4997;

                                          d)   subject to paragraph (d), AS 4678
                                               to the extent requirements
                                               stated in the Standard apply to
                                               earth-retaining structures;
                                          e) if a relevant planning scheme
                                               standard is more stringent than
                                               the standard in paragraph (a), (b)
                                               or (c) – the relevant planning
                                               scheme standard, to the extent it
                                               is more stringent than the
                                               standard in paragraph (a), (b) or
                                               (c).
 19.3 Prescribed tidal works that are a   (s 5(2) outcome)                          Not applicable.
 revetment or seawall is designed and
 constructed to protect the revetment     The design and construction of the
 or seawall from erosion at the base of   revetment or seawall is consistent
 the revetment or seawall.                with the following standards:-            The proposal is not a revetment or
                                                                                    seawall.
                                          (a) subject to paragraph (d), a
                                              revetment or seawall provides for
                                              a sub-layer or enough filter
                                              material to prevent erosion of
                                              the land under the revetment or
                                              seawall;
                                          (b) subject to paragraph (d), the
                                              bottom edge of the base of a
                                              revetment or seawall will
                                              withstand undermining by scour;
                                          c) subject to paragraph (d), AS 2758
                                              to the extent requirements
                                              stated in the Standard apply to