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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
remains above the
water over which it is
constructed if a
distributed live load of
1.5kPa is applied to half
of the surface of the
pontoon’s flotation unit
and all of the surface of
the pontoon’s access
walkways; and
(D) the whole base of the
pontoon’s flotation unit
remains in contact with
the water over which it
is constructed at all
times and tilts no more
than 15o at any time;
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).
18.4 Prescribed tidal works that are a The design and construction of the Compliant.
pontoon are designed and pontoon is consistent with the
constructed in a way to ensure the following:-
pontoon’s flotation unit will:-
a) subject to paragraph (c), the The proposed pontoon
redevelopment will be secured by
(a) rise and fall to allow for a change pontoon’s flotation unit is:-
steel piles that will enable the
in tidal water levels, including a (i) attached, through the
flotation units to move up and down
change caused by a flood or pontoon’s system for with the tidal movements.
storm tide; and mooring the unit, to
(b) not be separated from the lot to concrete anchors in the
which the pontoon is connected bank landward of the
because of:- The height of the piles at RL3.2m
pontoon; or
(AHD) is suitable for tidal water levels
a. a change in tidal water levels (ii) moored by piles;
from flood or storm events.
mentioned in paragraph (a); b) subject to paragraph (c), if a tidal
or water level change resulting from
b. the flow of tidal water a flood or storm tide with an AEP
around the pontoon, of 1% would cause a pontoon’s
including tidal water affected flotation unit to detach from the
by a flood or storm tide. system for mooring the unit:-
(i) the standard applying under
paragraph (a); and
(ii) the pontoon’s flotation unit
is restrained with a tethering
system to withstand the
effects of the event;
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