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IDAS Code responses · OPW15/0240
Attached to the e-mail OPW15/0240 - Operational Works Application.
_____________________________________________________________________________________________________________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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