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13. OBoat Hire - Prescribed Tidal Works Code
Attached to the e-mail OBoat Hire - Proposed landing redevelopment - 222 Gympie Terrace Noosaville - Email 2 of 2.
NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
17.1 The design and construction of (s 5(2) outcome) Not applicable.
prescribed tidal works that are a
pipeline, or another underground The design and construction of the
service ensures vessels anchoring pipeline or underground service is
near the works cannot interfere with, consistent with the following The proposal is not a pipeline or
or damage, the works. standards:- another underground service.
a) subject to paragraph (b):-
(i) for a pipeline that is gas or
liquid petroleum pipeline –
AS/NZS 2885 to the extent
requirements stated in the
Standard apply to the
design or construction of
the pipeline; or
(ii) for another pipeline or other
underground service – the
pipeline or service is
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).
Performance Criteria Acceptable Solution Comments
Design, construction and safety – pontoons
18.1 Prescribed tidal works that are a (s 5(2) outcome) Compliant.
pontoon and not used only for
rowing, are designed and constructed
in a way to ensure it is able to support
its intended loads, having regard to The design and construction of the The structure is appropriately
its relevant loading matters. pontoon is consistent with the designed for its intended purpose
following standards:- and will be consistent with the
Australian Standards relevant to the
a) subject to paragraph (b), each of design and construction of the
the following Australian structure. The engineered plans show
Standards to the extent relevant loadings and these are also
addressed in the engineer’s design
requirements stated in the
report.
Standard apply to relevant
loading matters for the design or
construction of the jetty or pier:-
(i) AS/NZS 1170.0;
(ii) AS/NZS 1170.1;
(iii) AS/NZS 1170.2;
(iv) AS1170.4
(v) AS 3962
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