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

                                                           (i) AS/NZS 1170.0;

                                                           (ii) AS/NZS 1170.1;

                                                           (iii) AS/NZS 1170.2;

                                                           (iv) AS 1170.4;

                                                           (v) AS 4997;

                                                       (b) subject to paragraph (c), AS 4678 to the extent
                                                       requirements stated in the Standard apply to earth-retaining
                                                       structures;

                                                       (c) if a relevant planning scheme standard is more stringent
                                                       than the standard mentioned in paragraph (a) or (b)—the
                                                       relevant planning scheme standard, to the extent it is more
                                                       stringent than the standard mentioned in paragraph (a) or
                                                       (b).

 19.2 Prescribed tidal works that are a            (s 5(2) outcome)
 revetment or seawall, are designed and            The design and construction of the revetment or seawall is           Not applicable.
 constructed in a way to ensure the revetment      consistent with the following standards—
 or seawall can withstand—                              (a) subject to paragraph (d), a revetment or seawall is able    Not a revetment or seawall.
                                                        to withstand the effect of waves, or a combination of waves
     (a) any tendency of overturning or sliding;        and water levels, resulting from a storm event with an AEP      Despite this, it is noted that
     and                                                of 2%, factoring in projected sea level rise;                      a) as a flexible rock structure, failure modes do
                                                                                                                                 not include overturning or turning
     (b) any other effects of waves or changes         (b) subject to paragraph (d), each of the following Australian      b) the structure has been designed in a way that
     in water levels on the revetment or               Standards to the extent requirements stated in the Standard               it can withstand the effects of waves and
     seawall.                                                                                                                    water levels.
                                                       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;



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