Enclosure 4 - Schedule 4a

                                                    least a live load of 3.0kPa; (d) if a relevant planning scheme
                                                    standard is more stringent than the standard mentioned in
                                                    paragraph (a), (b) or (c)—the relevant planning scheme
                                                    standard, to the extent it is more stringent than the standard
                                                    mentioned in paragraph (a), (b) or (c).
 16.2 Prescribed tidal work that is a jetty or      The design and construction of the jetty or pier is consistent with       Not applicable
 pier and for a non-private purpose is designed     the following standards—
 and constructed in a way to ensure it is able to   (a) subject to paragraph (c), a jetty or pier accessible to
 support its intended loads, having regard to its   vehicular traffic is able to support at least the following—
 relevant loading matters.                          (i) a distributed live load of 5.0kPa; (ii) a concentrated live load of
                                                    4.5kN; (iii) the load of the largest vehicle capable of being on or
                                                    moored at the jetty or pier; (b) subject to paragraph (c), a jetty or
                                                    pier not accessible to vehicular traffic is able to support at least
                                                    the following— (i) a distributed live load of 5.0kPa; (ii) a
                                                    concentrated live load of 4.5kN;
                                                    (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).
 16.3 Prescribed tidal work that is a jetty or      The design and construction of the jetty or pier is consistent with       Not applicable
 a pier is designed and constructed in a way to     the following standards—
 ensure it remains above water at all times.        (a) subject to paragraph (b), either— (i) the level of the deck of a
                                                    jetty or pier is at least 300mm above the water at highest
                                                    astronomical tide; or (ii) piles or other markers indicate
                                                    the presence of the jetty or pier when it is inundated;
                                                    (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).




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Coastal Protection and Management Regulation 2003 – Schedule 4A – IDAS code for the development of prescribed tidal work