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Development Assessment Report · OPW16/0016
Attached to the e-mail OPW16/0016 - Operational Works Application.
constructed in a way that ensures the
use of tidal water in a canal for a non- (a) subject to paragraph (c), a
maritime purpose is minimised. boardwalk or independent deck
does not extend more than 3m
from the waterfront boundary of
the lot connected to the
boardwalk or deck;
(b) subject to paragraph (c), a
boardwalk or independent deck
is at least 3m inside of the side
boundary for extended side
boundary of the lot connected to
the boardwalk or deck;
(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).
Design, construction and safety—boat ramps and slip ways for private purpose
Not Applicable - works not for a boat ramp or slip way
Design, construction and safety—bridges
Not Applicable - works not for a bridge
Design, construction and safety—boardwalks and independent decks
15.1 Prescribed tidal work that is a (s 6(2) solution) The design and Complies – The proposed deck will not
boardwalk or an independent deck and construction of the boardwalk or deck is be accessible for vehicular traffic and is
for a private purpose is designed and consistent with the following standards— for a group use. The proposed deck has
constructed in a way to ensure it is able been designed to support a uniformly
to support its intended loads, having (a) subject to paragraph (d), a distributed live load of 5KPa and a
regard to its relevant loading matters. boardwalk or independent deck concentrated live load of 4.5KPa.
accessible to vehicular traffic is
able to support at least a live
load of 3.0kPa plus an axle load
of 10kN;
(b) subject to paragraph (d), a
boardwalk or independent deck
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
boardwalk or independent deck
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 tringent than the standard
mentioned in paragraph (a), (b)
or (c).
15.2 Prescribed tidal work that is a (s 6(2) solution) The design or Not Applicable – the proposed deck is
boardwalk or an independent deck and construction of the boardwalk or deck is for a private purpose associated with
for a non-private purpose is designed consistent with the following standards— Noosa Marina.
and constructed in a way to ensure it is
able to support its intended loads, (a) subject to paragraph (c), a
having regard to its relevant loading boardwalk or independent deck
matters. accessible to vehicular traffic is
able to support at least the
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