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IDAS Code responses · OPW15/0240
Attached to the e-mail OPW15/0240 - Operational Works Application.
_____________________________________________________________________________________________________________Callaghan and Toth Pty Ltd
(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).
16.4 Prescribed tidal work that is a jetty or pier and for a (s 6(2) solution) The design and construction of the
private purpose is designed and constructed in a way to jetty or pier is consistent with the following standards—
ensure it is of a size suitable for maritime use while still (a) subject to paragraph (b), all parts of the deck of a jetty or pier have
minimising the amount of tidal water occupied by it. a width of at least 900mm and not more than 3m;
(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—pipelines and other underground services
17.1 The design and construction of prescribed tidal (s 6(2) solution) Complies – pipeline is underground by
work that is a pipeline, or another underground service The design and construction of the pipeline or underground service is approximately 3-5m and does not adversely
used instead of a pipeline, does not adversely affect the consistent with the following standards— affect the ability of vessels to be anchored near
ability of vessels to be anchored near the work. (a) subject to paragraph (b), a pipeline or other underground service is the work.
installed at least 1.2m below the surface of land, after it is installed;
(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—pontoons
18.1 Prescribed tidal work that is a pontoon, for a private (s 6(2) solution) N/A
purpose, and not used only for rowing, is designed and The design and construction of the pontoon is consistent with the
constructed in a way to ensure it is able to support its following standards—
intended loads, having regard to its relevant loading (a) subject to paragraph (c), a pontoon for individual use is able to
matters. support at least a live load of 1.5kPa;
(b) subject to paragraph (c), a pontoon for group use is able to support
at least a live load of 2.0kPa;
(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).
18.2 Prescribed tidal work that is a pontoon, for a non- (s 6(2) solution) N/A
private purpose, and not used only for rowing, is The design and construction of the pontoon is consistent with the
designed and constructed in a way to ensure it is able to following standards—
IDAS Code Responses_Rising Main Works_MossmanCourttoSerenityClose pg. 13
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