IDAS Code responses · OPW15/0240

_____________________________________________________________________________________________________________Callaghan and Toth Pty Ltd


                                                           (i) if the surface is treated by using a method mentioned in paragraph
                                                           (b)(i) or (ii)—1:8; or
                                                           (ii) otherwise—1:10;
                                                           (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).
                                                           Design, construction and safety—bridges
14.1 Prescribed tidal work that is a bridge does not       The design and construction of the bridge, including any abutment               N/A
adversely affect existing public use of any tidal water,   connected with the bridge, is consistent with the following standards—
including, for example, use of the tidal water for         (a) subject to paragraph (b), the clearance levels under a bridge are
canoeing, swimming or other recreational activities.       high enough to allow continued public use of any tidal water over which
                                                           it is constructed;
                                                           (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).
4.2 Prescribed tidal work that is a bridge does not        The design and construction of the bridge is consistent with the                N/A
adversely affect the flow of tidal water under the bridge.  following standards—
                                                           (a) subject to paragraph (b)—
                                                           (i) if a bridge can be adequately supported without erecting or placing a
                                                           foundation support in tidal water—no foundation support to support the
                                                           bridge is erected or placed in the tidal water; or
                                                           (ii) otherwise—only the minimum number of foundation supports
                                                           required to support the bridge is used;
                                                           (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—boardwalks and independent decks
15.1 Prescribed tidal work that is a boardwalk or an       (s 6(2) solution)                                                               N/A
independent deck and for a private purpose is designed     The design and construction of the boardwalk or deck is consistent
and constructed in a way to ensure it is able to support   with the following standards—
its intended loads, having regard to its relevant loading  (a) subject to paragraph (d), a boardwalk or independent deck
matters.                                                   accessible to 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 boardwalk or independent deck 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;


IDAS Code Responses_Rising Main Works_MossmanCourttoSerenityClose                                                                                pg. 10