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IDAS Code responses · OPW15/0240

Attached to the e-mail OPW15/0240 - Operational Works Application.

of 17

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_____________________________________________________________________________________________________________Callaghan and Toth Pty Ltd


ensure it is able to support its intended loads, having         following standards—
regard to its relevant loading matters.                         (a) subject to paragraph (d), a jetty or pier accessible to vehicular traffic
                                                                is able to support at least a live load of3.0kPa 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 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 pier and for a    (s 6(2) solution)                                                               N/A
non-private purpose is designed and constructed in a            The design and construction of the jetty or pier is consistent with the
way to ensure it is able to support its intended loads,         following standards—
having regard to its relevant loading matters.                  (a) subject to paragraph (c), a jetty or pier 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 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 a pier is         The design and construction of the jetty or pier is consistent with the         N/A
designed and constructed in a way to ensure it remains          following standards—
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;


IDAS Code Responses_Rising Main Works_MossmanCourttoSerenityClose                                                                                     pg. 12

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