Enclosure 4 - Schedule 4a

                                                     that is not accessible to vehicular traffic and that is for group use
                                                     is able to support at 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).
 15.2 Prescribed tidal work that is a boardwalk      (s 6(2) solution) The design or construction of the boardwalk or        Not applicable
 or an independent deck and for a non-private        deck is consistent with the following standards—
 purpose is designed and constructed in a way        (a) subject to paragraph (c), a boardwalk or independent deck
 to ensure it is able to support its intended        accessible to vehicular traffic is able to support at least the
 loads, having regard to its relevant loading        following— (i) a distributed live load of 5.0kPa; (ii) a
 matters.                                            concentrated live load of 4.5kN; (iii) the load of the largest
                                                     vehicle capable of being on the boardwalk or deck;
                                                     (b) subject to paragraph (c), a boardwalk or independent deck
                                                     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).
 15.3 Prescribed tidal work that is a boardwalk      The design and construction of the boardwalk or deck is                 Not applicable
 or an independent deck does not prevent or          consistent with the following standards—
 hinder remedial work being undertaken on any        (a) subject to paragraph (b), a boardwalk or independent deck
 bank of tidal water or for any existing retaining   either— (i) can be easily dismantled and reassembled; or
 wall, revetment or seawall or another existing      (ii) does not restrict the movement of machinery ordinarily used
 structure.                                          for remedial work to any bank of tidal water or any existing
                                                     retaining wall, revetment or seawall or other existing
                                                     structure; (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).
                                                                Design, construction and safety - jetties and piers
 Prescribed tidal work that is a jetty or            The design and construction of the jetty                                Not applicable
 pier and for a private purpose is designed and      or pier is consistent with the following
 constructed in a way to ensure it is able to        standards—
 support its intended loads, having regard to its    (a) subject to paragraph (d), a jetty or pier accessible to
 relevant loading matters.                           vehicular traffic is able to support at least a live load of
                                                     3.0kPa plus an axle load of 10kN; (b) subject to paragraph (d), a
                                                     jetty or pier that is not accessible to vehicular traffic and that is
                                                     for individual use is able to support at least a live load of 2.0kPa;
                                                     (c) subject to paragraph (d), a jetty or pier that is not accessible
                                                     to vehicular traffic and that is for group use is able to support at

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