IDAS Code responses · OPW15/0240

_____________________________________________________________________________________________________________Callaghan and Toth Pty Ltd


                                                                (c) subject to paragraph (d), a boardwalk or independent deck 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 or an            (s 6(2) solution)                                                            N/A
independent deck and for a non-private purpose is               The design or construction of the boardwalk or deck is consistent with
designed and constructed in a way to ensure it is able to       the following standards—
support its intended loads, having regard to its relevant       (a) subject to paragraph (c), a boardwalk or independent deck
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 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 or an            The design and construction of the boardwalk or deck is consistent           N/A
independent deck does not prevent or hinder                     with the following standards—
remedial work being undertaken on any bank of tidal             (a) subject to paragraph (b), a boardwalk or independent deck either—
water or for any existing retaining wall, revetment or          (i) can be easily dismantled and reassembled; or
seawall or another existing structure.                          (ii) does not restrict the movement of machinery ordinarily used 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
16.1 Prescribed tidal work that is a jetty or pier and for a    (s 6(2) solution)                                                            N/A
private purpose is designed and constructed in a way to         The design and construction of the jetty or pier is consistent with the


IDAS Code Responses_Rising Main Works_MossmanCourttoSerenityClose                                                                                  pg. 11