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

 18.6 Prescribed tidal works that are a pontoon      (s 5(2) outcome)
 permanently used for the fuelling of, or the        The design and construction of the pontoon is consistent with         Not applicable.
 storage of fuel for, vessels are designed and       the following standards—
 constructed in a way to ensure—                          (a) subject to paragraph (c), each of the following Australian   Not a pontoon.
                                                          Standards to the extent requirements stated in the Standard
     (a) the pontoon is able to support its               apply to relevant loading matters for the design or
     intended loads, having regard to its                 construction of the pontoon—
     relevant loading matters; and
                                                             (i) AS/NZS 1170.0;
     (b) the pontoon is safe for persons using
     the pontoon.                                            (ii) AS/NZS 1170.1;

                                                             (iii) AS/NZS 1170.2;

                                                             (iv) AS 1170.4;

                                                             (v) AS 4997;

                                                         (b) subject to paragraph (c), AS 3962 to the extent
                                                         requirements stated in the Standard apply to a pontoon
                                                         permanently used for the fuelling of, or the storage of fuel;

                                                         (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).

                                                           Design, construction and safety – revetments and seawalls
                                                     (s 5(2) outcome)
 19.1 Prescribed tidal works that are a              The design and construction of the revetment or seawall is          Not applicable.
 revetment or seawall, are designed and              consistent with the following standards—
 constructed in a way to ensure the revetment             (a) subject to paragraph (c), each of the following Australian Not a revetment or seawall.
 or seawall is able to support its intended loads,        Standards to the extent requirements stated in the Standard
 having regard to its relevant loading matters            apply to relevant loading matters for the design or            Despite this, it is noted that the rock size for the reef
 and its intended design life.                            construction of the revetment or seawall—                      substrate has been selected to be stable for the
                                                                                                                         intended loads including wave and current conditions
                                                                                                                         anticipated at the site for a 50 year ARI event.

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