Enclosure 4 - Schedule 4a

                                                                  Design, construction and safety -wharves
 20.1 Prescribed tidal work that is a wharf is    The design and construction of the wharf is consistent with the      Not applicable
 designed and constructed in a way to ensure it   following standards—
 is able to support its intended loads, having    (a) subject to paragraph (c), a major wharf, or a minor wharf
 regard to its relevant loading matters.          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 13kN; or (b) subject to paragraph
                                                  (c), a minor wharf not accessible to vehicular traffic is able to
                                                  support at least the following— (i) a distributed live load of
                                                  5.0kPa; or (ii) a concentrated live load of 4.5kN; or
                                                  (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).




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