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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
Design, construction and safety – pontoons
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).
Performance Criteria Acceptable Solution Comments
Design, construction and safety – revetments and seawalls
19.1 Prescribed tidal works that are (s 5(2) outcome) Not applicable.
a revetment or seawall are designed
and constructed in a way to ensure it The design and construction of the
is able to support its intended loads, revetment or seawall is consistent
having regard to its relevant loading with the following standards:- The proposal is not a retaining wall,
matters and its intended design life. revetment or seawall.
a) subject to paragraph (c), each of
the following Australian
Standards to the extent
requirements stated in the
Standard apply to relevant
loading matters for the design or
construction of the revetment or
seawall:-
(i) AS/NZS 1170.0;
(ii) AS/NZS 1170.1;
(iii) AS/NZS 1170.2;
(iv) AS1170.4
(v) AS 4997;
b) subject to paragraph (c), AS 4678
to the extent requirements
stated in the Standard apply to
earth-retaining structures;
c) 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).
19.2 Prescribed tidal work that is a (s 5(2) outcome) Not applicable.
revetment or seawall, is designed and
constructed in a way to ensure it can The design and construction of the
withstand:- revetment or seawall is consistent
with the following standards:- The proposal is not a revetment or
a) any tendency of overturning or seawall.
sliding; and (a) subject to paragraph (d), a
revetment or seawall is able to
b) any other effects of waves or
withstand the effect of waves, or
changes in water levels on the
a combination of waves and
revetment or seawall.
water levels, resulting from a
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