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13. OBoat Hire - Prescribed Tidal Works Code
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NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
PRESCRIBED TIDAL WORKS CODE
Performance Criteria Acceptable Solution Comments
Character & Amenity (generally) – Prescribed Tidal Work in a Canal
1.1 Prescribed tidal works in a canal The design and construction of the Not Applicable
are compatible with its location, prescribed tidal work is consistent
having regard to the following:- with the following standards:-
a) the character and amenity of the a) subject to paragraph (c), The structure is not proposed within a
canal.
work’s immediate surroundings prescribed tidal work does not
and the locality within which the extend past the side boundary or
work is located; extended side boundary of the
b) if the relevant planning scheme lot connected to the work;
states the desired character or b) subject to paragraph (c):-
amenity for the work’s
immediate surrounds or the i) for prescribed tidal works for
locality within which the work is a private purpose – the
located – the stated desired works are not roofed; or
character or amenity. ii) for prescribed tidal works for
a non-private purpose – the
works are not roofed unless
they are the main access to
land;
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 extend it is more
stringent than the standard
mentioned in paragraph (a) or
(b);
d) any other relevant planning
scheme standard that is not
inconsistent with the standards
mentioned in paragraphs (a) to
(c)
Performance Criteria Acceptable Solution Comments
Character & Amenity (generally) – Prescribed Tidal Work NOT in a Canal
2.1 Prescribed tidal works not in a The design and construction of the Compliant.
canal are compatible with its location, prescribed tidal work is consistent
having regard to the following – with the following standards:-
a) the character and amenity of the a) subject to paragraph (d), The existing structure is within the
boundaries of a seabed lease
work’s immediate surrounds and prescribed tidal works do not
approved for “marine facility”. The
the locality within which the work extend past the side boundary or
proposed redevelopment does not
is located; extended side boundary of the
lot connected to the work;
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Page 2
NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Character & Amenity (generally) – Prescribed Tidal Work NOT in a Canal
b) if the relevant planning scheme b) subject to paragraph (d), extend outside of the boundaries of
states the desired character or prescribed tidal works are the the existing seabed lease area.
amenity for the work’s only work of its type along the
The proposed work is not roofed and
immediate surrounds or the edge of the tidal water fronting will be the redevelopment of the
locality within which the work is the lot connected to the work; existing structure within the seabed
located – the stated desired c) subject to paragraph (d):- lease area.
character or amenity. (i) for prescribed tidal works for
a private purpose - the
works are not roofed; or
(ii) ii) for prescribed tidal works
for a non-private purpose –
the works are not roofed
unless they are the main
access to land;
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).
e) any other relevant planning
scheme standard that is not
inconsistent with the standards
mentioned in paragraphs (a) to
(d).
Performance Criteria Acceptable Solution Comments
Character & Amenity (materials and colours)
3.1 Prescribed tidal work is of a The height, scale and size of the Compliant.
height, scale and size to ensure the prescribed tidal work is consistent
work is compatible with the character with each relevant planning scheme
and amenity of its location, having standard.
regard to the following:- The proposed redevelopment is in
keeping with the existing commercial
a) the height, scale and size of the uses within the seabed lease area as
well as the other similar commercial
natural features of the work’s
operations both upstream and
immediate surrounds and the
downstream of the subject site.
locality within which the work is
located; The redevelopment is fully contained
b) the height, scale and size of the within the existing seabed lease area
existing buildings or other which has been approved for “marine
structures in the work’s facility”.
immediate surroundings and the
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NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Character & Amenity (materials and colours)
locality within which the work is
located;
c) if the relevant planning scheme
states the desired height, scale or
size of buildings or other
structures in the work’s
immediate surroundings or the
locality within which the work is
located – the stated desired
height, scale or size.
Performance Criteria Acceptable Solution Comments
Character & Amenity (materials and colours)
4.1 The materials used for, and the The materials used for, and colours of, Compliant.
colours of, prescribed tidal work are the prescribed tidal work are
compatible with the character and consistent with each relevant
amenity of the work’s location, having planning scheme standard.
regard to the following:- The materials and colours used for the
proposed structure will be
a) the natural features of the work’s commensurate with structures in the
locality, providing a consistent
immediate surroundings and the
amenity value.
locality within which the work is
located;
b) the existing buildings or other
structures in the work’s The materials are suitable for the
immediate surroundings and the marine environment.
locality within which the work is
located;
c) if the relevant planning scheme
states the desired materials to be
used for, or desired colours of,
buildings or other structures in
the work’s immediate
surroundings or the locality
within which the work is located
– the stated desired materials or
colours.
Performance Criteria Acceptable Solution Comments
Lighting
5.1 Lighting, other than an aid to The lighting for the prescribed tidal Not Applicable
navigation, for prescribed tidal work is work, other than an aid to navigation,
installed in a way to ensure the is consistent with the following
security and safe use of the work standards:-
without causing significant adverse There is no lighting proposed other
effects on the amenity of the locality a) subject to paragraph (c), lighting than for aiding navigation however
within which the work is located. any other lighting eg pedestrian
for prescribed tidal work is
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NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Lighting
hooded and directed access will be downward directed and
downwards; hooded.
b) subject to paragraph (c), each
lighting standard, to the extent
relevant;
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 the standard is more
stringent than the standard
mentioned in paragraph (a) or
(b);
d) any other relevant planning
scheme standard that is not
inconsistent with the standards
mentioned paragraphs (a) to (c).
Performance Criteria Acceptable Solution Comments
Signage
6.1 A sign erected or otherwise placed A sign erected or otherwise placed in Compliant.
in position for prescribed tidal work, position for prescribed tidal work,
other than a sign erected or placed for other than a sign erected or placed for
safety reasons or under an Act:- safety reasons, is consistent with the
following:- No signage is proposed as part of this
a) is compatible with the character application other than identifying the
a) subject to paragraph (c), a sign property to which the structure
and amenity of the work’s
belongs. This signage or “marking” is
immediate surroundings and the erected or placed in position for
located on the pontoon.
locality within which the work is identifying prescribed tidal work,
located; and or the owner of the work, is the
b) is not a dominant feature of the only sign erected or placed in
work, unless the dominance is for position for identifying the work
safety reasons. or owner;
b) subject to paragraph (c), a sign
erected or otherwise placed in
position for prescribed tidal work
is integrated into the design and
construction of the work;
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
paragraph (a);
d) any other relevant planning
scheme standard that is not
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NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
inconsistent with the standards
mentioned in paragraphs (a), (b)
and (c).
Performance Criteria Acceptable Solution Comments
Earthwork and Vegetation
7.1 Excavation and filling for The earthwork and filling for the Not applicable
prescribed tidal work:- prescribed tidal work is consistent
with each relevant planning scheme
a) is carried out only to the extent standard.
No excavation or filling is required as
reasonably necessary for the
part of the redevelopment.
work; and
b) does not have a significant
adverse effect on:-
(i) the natural features,
including the banks, of the
tidal water in the works’
immediate surroundings; or
(ii) the level of the surface of the
land under the tidal water in
the works’ immediate
surroundings or any
foreshore near the works.
7.2 The location and construction of Vegetation on land affected by the Compliant.
prescribed tidal works ensures prescribed tidal works is dealt with in
vegetation is cleared or disturbed a way consistent with the following
only to the extent reasonably standards:-
necessary for the work. The proposed redevelopment will
occur within the boundaries of the
a) subject to paragraph (b), the
existing seabed lease approved for
clearing or disturbance of
“marine facility”.
vegetation for a purpose
associated with the construction No vegetation is to be disturbed,
of prescribed tidal works, damaged or removed as part of the
including, for example, parking works.
for construction or workers’
vehicles or stockpiling of
construction materials –
(i) Is avoided; or
(ii) If the clearing or disturbance
of vegetation for a purpose
associated with the
construction of a works
cannot be avoided – the
clearing or disturbance is
limited to the smallest area
of land reasonably necessary
for the purpose;
b) any other relevant planning
scheme standard that is not
inconsistent with paragraph (a).
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NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Earthwork and Vegetation
7.3 After the construction of Land or vegetation affected by the Compliant
prescribed tidal works, any land prescribed tidal works is dealt with in
damaged or destabilized by, and any a way consistent with the following
vegetation damaged, destroyed or standards:-
removed by, the construction of the The land under the water will only be
works is rehabilitated. a) subject to paragraph (b):- disturbed to the extent required to
undertake the removal of the existing
i) land surfaces damaged or
piles and installation of the new
destabilised by the prescribed
pontoon finger piles. This
tidal works are restored an disturbance will only temporary.
stabilised; and
ii) vegetation damaged,
destroyed or removed by
prescribed tidal works is
replaced with native
vegetation for the locality
within which the work is
located, to the extent it is
reasonably practicable to
replace the vegetation with
native vegetation;
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
paragraph (a);
c) any other relevant planning
scheme standard that is not
inconsistent with the standards
mentioned in paragraphs (a) and
(b).
Performance Criteria Acceptable Solution Comments
Public access – availability
8.1 Prescribed tidal works do not have The design and construction of the Compliant
a significant adverse effect on the prescribed tidal work is consistent
availability of public access to, along with:-
or across State coastal land.
a) subject to paragraph (b), The proposed structure will not
involve the erection of any physical
prescribed tidal works do not
barrier preventing access along the
involve the erection or placement
foreshore.
of any physical barrier preventing
existing public access, along or
across State coastal land near the
works;
b) if a relevant planning scheme
standard is more stringent than
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NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
the standard in paragraph (a) –
the relevant planning scheme
standard, to the extent it is more
stringent than the standard in
paragraph (a);
c) any other relevant planning scheme
standard that is not inconsistent with
the standards in paragraphs (a) and
(b).
Performance Criteria Acceptable Solution Comments
Public access – safety
9.1 The location and design of Public access to State coastal land Compliant.
prescribed tidal works does not near the prescribed tidal works is
adversely affect the safety of consistent with each relevant
members of the public accessing planning scheme standard.
State coastal land. The proposed redevelopment is fully
contained within the boundaries of
the existing seabed lease area. The
proposed works will therefore not
affect the safety of members of the
public accessing the foreshore as the
seabed lease area will not change.
Performance Criteria Acceptable Solution Comments
Navigable access to, or egress from, lots that adjoin, or are in the immediate surroundings of, a lot connected to
prescribed tidal works
10.1 Prescribed tidal works that are The design and construction of the Compliant.
for a private purpose do not adversely prescribed tidal work is consistent
affect navigable access to, or with the following standards:-
navigable egress from, any lot that
adjoins, or is in the immediate a) subject to paragraph (b), The proposed redevelopment is
surroundings of, a lot connected to subject the boundaries of the existing
prescribed tidal works:-
prescribed tidal works. seabed lease. All proposed works and
i) for a lot connected to the
any vessels moored at the facility
works for which there is a must remain wholly within the
water allocation area – are not boundaries of the lease. This ensures
constructed outside the water the proposal meets with the
allocation area; and performance criteria 10.1.
ii) for a lot connected to works
for which there is no water
allocation area – are no closer
than 1.5m to that lot’s side
boundary or extended side
boundary;
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
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NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
stringent than the standard
mentioned in paragraph (a).
Performance Criteria Acceptable Solution Comments
Infrastructure, including, access, parking, sewerage and water services
11.1 Prescribed tidal work has The infrastructure for prescribed tidal Compliant.
appropriate infrastructure, including, work is consistent with each relevant
in particular, road access, parking planning scheme standard.
facilities, sewerage services and water
services, having regard to the The proposed redevelopment will not
following:- change the infrastructure or services
required to the lease area.
a) the nature and scale of the work;
The redevelopment is merely for
and improved and safer vessel mooring
b) the number of people that may and passenger/staff safety at
be on or at the work at any time; accessing the hire vessels.
and
c) the number of vehicles that may No vegetation will be disturbed,
be on or moored at the work at damaged or removed along the
foreshore as part of the works.
any time; and
d) the protection of any foreshores
near the work and the vegetation
and marine plants on the
foreshores
Performance Criteria Acceptable Solution Comments
Design, construction and safety – all prescribed tidal work
12.1 Prescribed tidal works are The design and construction of the Compliant.
designed and constructed in a way to prescribed tidal work is consistent
ensure it is structurally sound, having with the following standards:-
regard to the following:-
a) subject to paragraph (c), each The proposed structure will be
a) relevant engineering standards; consistent with the relevant Australian
Australian Standard relevant to
Standards. All requirements are
b) the location of the work; the design or construction of
addressed in the engineered plans
c) the purpose for which the work is structures, to the extent and in the structural design report.
to be used; requirements stated in the
d) the impact of flooding, storm Standard apply to the design or
tide, overtopping by waves, construction of prescribed tidal
projected sea level rise, tidal works;
influences and hydrodynamic b) subject to paragraph (c), the
forces; projected sea level rise is
e) the design life of the works; factored into the design and
f) the dead load of the works and construction of the prescribed
the intended live load for the tidal works;
works; c) if a relevant planning scheme
g) the impact of hydrostatic standard is more stringent than
pressures on the works; any standard mentioned
h) the stability of individual paragraph (a) – the relevant
components of the works, planning scheme standard, to the
extent it is more stringent than
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NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Infrastructure, including, access, parking, sewerage and water services
including for example, boulders, the standard mentioned in
concrete blocks or sandbags. paragraph (a) or (b).
12.2 Prescribed tidal work does not The design and construction of the Compliant.
adversely affect the structural prescribed tidal work is consistent
integrity of any existing revetment or with the following standards:-
seawall or another existing structure.
a) subject to paragraph (b), All construction plans have been
signed by an RPEQ to be suitable in
prescribed tidal works, including
this regard. Please refer to the design
any shore abutment, piling or
report included in the application
other structure connected with documents.
the work:-
(i) does not place an additional
load on any existing
revetment or seawall or
another existing structure; or
(ii) can be structurally
supported by an existing
revetment or seawall or
another existing structure;
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).
12.3 Prescribed tidal work are The design and construction of the Compliant.
designed and constructed in a way to prescribed tidal works is consistent
ensure it does not adversely affect the with the following standards:-
stability of the bed and banks of any
tidal water. a) subject to paragraph (b), The proposed structure will involve
only minimal disturbance to the
prescribed tidal work does not
riverbed during the removal of the
cause, by changing the flow of
existing piles and installation of the
water, the removal of, or new piles. The effects will be short
disturbance to, the sediment on term and will not affect the stability of
the bed and banks of any tidal the bed and banks of the tidal water
water; and this is certified in the engineer’s
b) if a relevant planning scheme design report.
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).
12.4 Prescribed tidal works are The design and construction of the Compliant.
designed and constructed using prescribed tidal works is consistent
materials suitable for marine with the following standards:-
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NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Infrastructure, including, access, parking, sewerage and water services
environments, having regard to their a) subject to paragraph (b), each The proposed structure will be
ability to resist the following:- Australian Standard relevant to constructed from materials with a
long life, resilient to marine
the materials that should be
a) attack by marine organisms; organisms, corrosion and salt water.
used, or the measures that
b) corrosion; The engineered plans show the
should be taken to treat materials used.
c) deterioration or breakage
materials used, for structures, to
resulting from exposure to
the extend the requirements
environmental conditions
stated in the Standard apply to
including, for example, the
structures located in a marine
following:-
environment;
(i) abrasion;
b) if a relevant planning scheme
(ii) immersion in
standard is more stringent than
seawater;
the standard mentioned in
(iii) wave action.
paragraph (a) – the relevant
planning scheme standard, to the
extent it is more stringent than
the standard mentioned in
paragraph (a).
12.5 Prescribed tidal works are The design and construction of the Not applicable.
designed and constructed in a way to prescribed tidal works is consistent
ensure they do not adversely affect with the following standards:-
the operation or maintenance of any
existing stormwater outlet. There are no existing stormwater
a) subject to paragraph (c), vessels
outlets in this location.
moored at prescribed tidal work
do not impede the discharge of
stormwater;
b) subject to paragraph (c),
prescribed tidal work does not
restrict access to any stormwater
outlet;
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) or (b).
12.6 Prescribed tidal works are The design and construction of the Compliant.
designed and constructed in a way to prescribed tidal works is consistent
ensure they do not adversely affect with the following standards:-
the water quality of any tidal water,
including, in particular, as a result of:- a) subject to paragraph (b), each The proposed structure will involve
only minimal and short lived
Australian Standard relevant to
disturbance to the bed during the
a) release, into the tidal water, of the design or construction of
removal of the old piles and
materials used in the structures under, within or over installation of the new piles. Should a
construction of the work; or tidal water, to the extent the sediment plume occur as a result of
b) disturbance to the sediment on requirements stated in the the piling activities and spread to
the bed and banks of the tidal Standard are directed at greater than 30m from the source,
water; or maintaining the water quality of work is to stop and action is taken to
c) exposure to acid sulphate soils. tidal water; reduce the plume from spreading.
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NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Infrastructure, including, access, parking, sewerage and water services
b) if a relevant planning scheme This may be to either wait for the
standard is more stringent than turning tide or engage silt curtains to
limit the spread of the plume.
the standard mentioned in
paragraph (a) – the relevant
planning scheme standard, to the
extent it is more stringent than The major structure components will
the standard mentioned in be made off-site and delivered as
paragraph (a). finished components. They will be
brought to site and joined together
on site ensuring only minor
“construction” works are carried out
on site.
12.7 Prescribed tidal works are The design and construction of the Compliant.
designed and constructed in a way to prescribed tidal works is consistent
ensure it is safe for persons using the with the following standards:-
works.
The redevelopment is aimed at
a) subject to paragraph (d), each
improving the safe use of the facility
Australian Standard relevant to
by all persons involved including
the design or construction of
those who hire the vessels and staff at
structures, the materials that the facility.
should be used, for structures, to
the extend the requirements The redevelopment will be designed
stated in the Standard are and constructed in accordance with
directed at ensuring any surface the relevant Australian Standards in
this regard. This is incorporated in the
of prescribed tidal works on
engineer’s design report.
which may stand or walk is:- on
which a person may stand or walk
is:-
(i) not slippery; and
(ii) does not have any feature
that may cause the person to
trip or fall;
b) subject to paragraph (d), any part
of prescribed tidal works that is
unsafe for persons standing or
walking on the work is
surrounded by adequate barriers
to deter persons from entering
the part;
c) subject to paragraph (d), each
Australian Standard relevant to
the design or construction of
structures, to the extent the
requirements stated the
Standard are directed at ensuring
prescribed tidal works provide
safety ladders or other design
features for the safety of a person
who falls off the works into water;
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NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Infrastructure, including, access, parking, sewerage and water services
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).
12.8 Appropriate measures are taken The design and construction of the Not applicable.
for prescribed tidal works for a non- prescribed tidal works is consistent
private purpose to ensure an with the following standards:-
unsupportable live load is not applied
to the work by persons or vehicles. The proposed structure is for private
a) subject to paragraph (b),
use i.e. the facility is not open to
prescribed tidal work has erected
public access at all times.
or placed in position on or near
the work, a sign that:-
(i) is visible at all times; and
(ii) states the maximum live
load that may be applied to
the work, in terms of the
maximum number of
persons that may be on the
work at any given time or the
maximum number of
vehicles of a particular type
that may be on or moored at
the work at any given 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
that mentioned in paragraph (a).
12.9 Prescribed tidal works, other The design and construction of the Not applicable.
than a prescribed deck for a private prescribed tidal works is consistent
purpose, are designed and with each relevant planning scheme
constructed to ensure the use of tidal standard.
water in a canal for a non-maritime The proposed structure is not in a
purpose is minimised. canal.
12.10 Prescribed tidal works that are (s 5(2) outcome) Not applicable.
a prescribed deck and for a private
purpose, are designed and The design and construction of the
constructed in a way that ensures the prescribed deck is consistent with the
use of tidal water in a canal for a non- following standards:- The proposal is not a deck.
maritime purpose is minimised.
a) subject to paragraph (c), a
boardwalk or independent deck
does not extend more than 3m
from the waterfront boundary of
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NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Infrastructure, including, access, parking, sewerage and water services
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 or 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) – 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 – boat ramps and slip ways for private purpose
13.1 Prescribed tidal works that are a (s 5(2) outcome) Not applicable.
boat ramp or slip way for a private
purpose is designed and constructed
in a way to ensure it is structurally
sound while also ensuring the safe The design and construction of the The proposal is not a boat ramp or
movement of vehicles or persons boat ramp or slip way is consistent slip way.
between the boat ramp or slipway with the following standards:-
and the surface of the land on which
the boat ramp or slip way is located. a) subject to paragraph (c), the walls
at the edge of a boat ramp or slip
way penetrate into the earth at
least 600mm below the surface
of the land on which the boat
ramp or slip way is located;
b) subject to paragraph (c), the
surface of a boat ramp or slip way
is not more than 200mm above
the surface of the land on which
is it located;
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) or (b).
13.2 Prescribed tidal works that are a The design and construction of the Not applicable.
boat ramp or slip way for a private boat ramp or slip way is consistent
purpose are designed and with the following standards:-
constructed in a way to ensure the
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TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Design, construction and safety – boat ramps and slip ways for private purpose
safe movement of vehicles or persons a) subject to paragraph (d), the The proposal is not a boat ramp or
over the boat ramp or slip way. upper surface of a boat ramp or slip way.
slip way has a width of:-
(i) for a boat ramp or slipway
with vehicle access – no less
than 3.6m; or
(ii) for a boat ramp or slipway
without vehicle access – no
less than 3.0m;
b) subject to paragraph (d), the
whole upper surface of a boat
ramp or slip way is treated to
prevent it from becoming
slippery by using any of the
following methods:-
i) forming grooves over the
surface, as close as possible
to 40mm wide, 20mm deep
and 150mm apart, and at an
angle as close as possible to
70 degrees to the centre-
line of the boat ramp or slip
way;
ii) covering the surface with a
substance ordinarily used
on to prevent skidding;
iii) making, through a physical
act, the surface coarse
before it sets, including, for
example, by raking the
surface;
c) subject to paragraph (d), the
upper surface of a boat ramp /
slip way for which a winch is not
used to hoist or haul vessels onto
the boat ramp / slip way has a
gradient not steeper than:-
i) if the surface is treated by
using a method mentioned
in paragraph (b)(i) or (ii) –
1:7; or
ii) otherside – 1:10;
d) if a relevant planning scheme
standard is more stringent than
the standard in paragraph (a), (b)
or (c) – the relevant planning
scheme standard, to the extent it
is more stringent than the
standard in paragraph (a), (b) or
(c).
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NOOSA RIVER ENTERPRISES PTY LTD AS TRUSTEE UNDER INSTRUMENT 708121382 – PRESCRIBED
TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Design, construction and safety – bridges
14.1 Prescribed tidal works that are The design and construction of the Not applicable.
a bridge do not adversely affect bridge is consistent with:
existing public use of any tidal water,
including, for example, use of the tidal a) subject to paragraph (b), the
water for canoeing, swimming or The proposal is not a bridge.
clearance levels under a bridge
other recreational activities. are high enough to allow
continued public use of any tidal
water over which it is
constructed;
b) if a relevant planning scheme
standard is more stringent than
the standard in paragraph (a) –
the relevant planning scheme
standard, to the extent it is more
stringent than the standard in
paragraph (a).
4.2 Prescribed tidal works that are a The design and construction of the Not applicable.
bridge do not adversely affect the bridge is consistent with:-
flow of water under the bridge.
a) subject to paragraph (b) –
The proposal is not a bridge.
(i) if a bridge can be
adequately supported
without erecting or placing
a foundation support in
tidal water – no foundation
support to support the
bridge is erected or placed
in the tidal water; or
(ii) otherwise – only the
minimum number of
foundation supports
required to support the
bridge is used;
b) if a relevant planning scheme
standard is more stringent than
the standard in paragraph (a) –
the relevant planning scheme
standard, to the extent it is more
stringent than the standard in
paragraph (a).
Performance Criteria Acceptable Solution Comments
Design, construction and safety – prescribed decks
15.1 Prescribed tidal works that are a (s 5(2) outcome) Not applicable.
prescribed deck and for a private
purpose are designed and The design and construction of the
constructed in a way to ensure it is prescribed deck is consistent with:-
able to support its intended loads, The proposal is not a prescribed deck.
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TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Design, construction and safety – prescribed decks
having regard to its relevant loading (a) subject to paragraph (b), each of
matters. the following Australian
Standards to the extent
requirements stated in the
Standard apply to relevant
loading matters for the design or
construction of the prescribed
deck:-
(i) AS/NZS 1170.0;
(ii) AS/NZS 1170.1;
(iii) AS/NZS 1170.2;
(iv) AS 4997;
(b) if a relevant planning scheme
standard is more stringent than
the standard in paragraph (a), (b)
or (c) – the relevant planning
scheme standard, to the extent it
is more stringent than the
standard in paragraph (a), (b) or
(c).
15.2 Prescribed tidal works that are a (s 5(2) outcome) Not applicable.
prescribed deck and for a non-private
purpose are designed and The design and construction of the
constructed in a way to ensure it is prescribed deck is consistent with the
able to support its intended loads, following standards:- The proposed works is not a
having regard to its relevant loading prescribed deck.
matters. (a) subject to paragraph (b), 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 prescribed
deck:-
(i) AS/NZS 1170.0;
(ii) AS/NZS 1170.1;
(iii) AS/NZS 1170.2;
(iv) AS 4997;
(b) if a relevant planning scheme
standard is more stringent than
the standard in paragraph (a) –
the relevant planning scheme
standard, to the extent it is more
stringent than the standard in
paragraph (a).
15.3 Prescribed tidal work that is a The design and construction of the Not applicable.
prescribed deck do not prevent or boardwalk or deck is consistent with
hinder remedial work being the following standards:-
undertaken on any bank of tidal water
or for any existing retaining wall, The proposal is not a prescribed deck.
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TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Design, construction and safety – prescribed decks
revetment or seawall or another (a) subject to paragraph (b), a
existing structure. boardwalk or independent deck
either:-
(i) can be easily dismantled and
reassembled; or
(ii) does not restrict the
movement of machinery
ordinarily used for remedial
work to any bank of tidal
water or any existing
retaining wall, revetment or
seawall or other existing
structure;
(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 – jetties and piers
16.1 Prescribed tidal works that are a (s 5(2) outcome) Not applicable.
jetty or pier are designed and
constructed in a way to ensure it is The design and construction of the
able to support its intended loads, jetty or pier is consistent with the
having regard to its relevant loading following standards:- The proposal is not a jetty or pier.
matters.
a) subject to paragraph (b), 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 jetty or pier:-
(i) AS/NZS 1170.0;
(ii) AS/NZS 1170.1;
(iii) AS/NZS 1170.2;
(iv) AS 4997;
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).
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TIDAL WORKS – OBOATS REDEVELOPMENT
Performance Criteria Acceptable Solution Comments
Design, construction and safety – jetties and piers
16.2 Prescribed tidal works that are a The design and construction of the Not applicable.
jetty or a pier are designed and jetty or pier is consistent with the
constructed in a way to ensure it following standards:-
remains above the water at highest
astronomical tide. The proposal is not a jetty or a pier.
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;
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).
16.3 Prescribed tidal works that are a (s 5(2) outcome) Not applicable.
jetty or pier and for a private purpose
and are on State tidal land are The design and construction of the
designed and constructed in a way to jetty or pier is consistent with the
ensure the jetty or pier is of a size following standards:- The proposal is not a jetty or a pier.
suitable for the use of a vessel while
still minimizing the amount of tidal (a) subject to paragraph (b):-
water occupied by the jetty or pier. (i) all parts of the deck of the
jetty or pier have a width of
at least 900mm and not
more than 3m and
(ii) All parts of the jetty or pier
are within a water allocation
area for the lot connected to
the jetty or pier;
(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 – pipelines and other underground services
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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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Performance Criteria Acceptable Solution Comments
Design, construction and safety – pontoons
(vi) AS 4997;
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).
18.2 Prescribed tidal works that are a (s 5(2) outcome) Not applicable.
pontoon and used only for rowing,
are designed and constructed in a The design and construction of the
way to ensure:- pontoon is consistent with the
following standards:- The proposed structure is not
(a) the pontoon is able to support its intended for only rowing use.
intended loads, having regard to its (a) subject to paragraph (b):-
relevant loading matters; and (i) for a pontoon constructed
within a marina – AS 3962 to
(b) the pontoon is safe for persons
the extend requirements
using the pontoon to launch and
retrieve rowing vessels. stated in the Standard apply
to relevant loading matters
for the design or
construction of the
pontoon; or
(ii) for a pontoon not
constructed within a
marina:-
(A) the access walkway of a
pontoon used only for
rowing is able to
support at least a live
load of 3.0kPa; and
(B) the flotation unit of a
pontoon used only for
rowing is able to
support at least a live
load of 1.5kPa; and
(C) at least 75mm of the
height of the pontoon’s
flotation unit will
remain above the
surface of the water
over which it is
constructed if a
distributed live load is
applied to half of the
surface of the
pontoon’s flotation unit
and all of the surface of
the pontoon’s access
walkway;
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Performance Criteria Acceptable Solution Comments
Design, construction and safety – pontoons
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).
18.3 Prescribed tidal works that are a (s 5(2) outcome) Compliant.
pontoon are designed and
constructed in a way to ensure any The design and construction of the
load applied to the pontoon by a pontoon is consistent with the
person or thing on the pontoon does following standards:- The structure is appropriately
not cause the pontoon to tip over or designed for its intended purpose
tilt to a degree causing the person or a) subject to paragraph (b):- and will be consistent with the
thing to fall off the pontoon. (i) for a pontoon constructed Australian Standards relevant to the
design and construction of the
within a marina – AS 3962 to
structure. The engineered plans show
the extent requirements
relevant loadings and these are also
stated in the Standard apply addressed in the engineer’s design
to relevant loading matters report.
for the design or
construction of the
pontoon; or
All access walkways extend at least
(ii) for a pontoon not
500mm onto the receiving flotation
constructed within a unit.
marina:-
(A) the pontoon’s access
walkway extends at
least 500mm onto the The pontoon is not used only for
rowing.
pontoon’s flotation
unit; and
(B) for a pontoon use only
for rowing – at least The live load for the flotation units is
75mm of the height of compliant with the requirement. The
the pontoon’s flotation engineer’s design report and
construction plans confirm relevant
unit remains above the
details.
water over which it is
constructed if a
distributed live load 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
(C) for a pontoon other
than a pontoon
mentioned in sub-
subparagraph (B) – the
top surface of the
pontoon’s flotation unit
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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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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
c) if a planning scheme standard is
more stringent than the standard
mentioned in paragraph (a) or
(b)– the planning scheme
standard, to the extent it is more
stringent than the standard
mentioned in paragraph (a) or
(b).
18.5 Prescribed tidal works that are a The design and construction of the Compliant.
pontoon identifies the lot to which pontoon is consistent with the
the pontoon is connected. following standards:-
a) a label that identifies the lot to A label identifying each pontoon
finger component to the lot will be
which the pontoon is connected
fixed to the top surface of each
is written or stamped on, or fixed
pontoon flotation unit.
to, the outside of the pontoon’s
floatation unit;
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).
18.6 Prescribed tidal works that are a (s 5(2) outcome) Not applicable.
pontoon permanently used for the
fueling of, or the storage of fuel for, The design and construction of the
vessels are designed and constructed pontoon is consistent with the
in a way to ensure:- following standards:- The proposed redevelopment does
not involve any changes to the
(a) the pontoon is able to support its (a) subject to paragraph (c), each of existing fuel facility. The centre access
intended loads, having regard to its the following Australian walkway housing all fuel lines and
relevant loading matters; and supporting the existing fuel bowser
Standards to the extent
will remain in place.
requirements stated in the
(b) the pontoon is safe for persons
using the pontoon. Standard apply to relevant
loading matters for the design or
construction of the pontoon:-
(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 3962
to the extent requirements stated
in the Standard apply to a
pontoon permanently used for
the fueling of, or the storage of
fuel;
(c) if a relevant planning scheme
standard is more stringent than
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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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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
storm event with an AEP of 2%,
factoring in projected sea level
rise;
(b) subject to paragraph (d), 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
(iii) AS 4997;
d) subject to paragraph (d), AS 4678
to the extent requirements
stated in the Standard apply to
earth-retaining structures;
e) if a relevant planning scheme
standard is more stringent than
the standard in paragraph (a), (b)
or (c) – the relevant planning
scheme standard, to the extent it
is more stringent than the
standard in paragraph (a), (b) or
(c).
19.3 Prescribed tidal works that are a (s 5(2) outcome) Not applicable.
revetment or seawall is designed and
constructed to protect the revetment The design and construction of the
or seawall from erosion at the base of revetment or seawall is consistent
the revetment or seawall. with the following standards:- The proposal is not a revetment or
seawall.
(a) subject to paragraph (d), a
revetment or seawall provides for
a sub-layer or enough filter
material to prevent erosion of
the land under the revetment or
seawall;
(b) subject to paragraph (d), the
bottom edge of the base of a
revetment or seawall will
withstand undermining by scour;
c) subject to paragraph (d), AS 2758
to the extent requirements
stated in the Standard apply to
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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 sizing and grading of filter
layers and armour materials;
d) if a relevant planning scheme
standard is more stringent than
the standard in paragraph (a), (b)
or (c) – the relevant planning
scheme standard, to the extent it
is more stringent than the
standard in paragraph (a), (b) or
(c).
19.4 Prescribed tidal works that are The design and construction of the Not applicable.
a revetment or seawall are not revetment or seawall is consistent
adversely affected by hydrostatic with the following standards:-
pressure.
a) subject to paragraph (b), AS 4678 The proposal is not a revetment or
seawall.
to the extend requirements
stated in the Standard apply to
hydrostatic pressure for earth-
retaining structures;
b) if a relevant planning scheme
standard is more stringent than
the standard in paragraph (a) –
the relevant planning scheme
standard, to the extent it is more
stringent than the standard in
paragraph (a).
Performance Criteria Acceptable Solution Comments
Design, construction and safety – wharves
20.1 Prescribed tidal works that are a The design and construction of the Not applicable.
wharf are designed and constructed wharf is consistent with the following
in a way to ensure it is able to support standards:-
its intended loads, having regard to
its relevant loading matters. a) subject to paragraph (b):- The proposal is not a wharf.
i) for a wharf constructed
within a marina – AS 3962 to
the extent requirements
stated in the Standard apply
to relevant loading matters
for the design or
construction of the wharf; or
ii) for a wharf not constructed
within a marina – each of the
following Australian
Standards to the extent
requirements stated in the
Standard apply to relevant
loading matters for the
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Performance Criteria Acceptable Solution Comments
Design, construction and safety – wharves
design or construction of the
revetment or seawall:-
AS/NZS 1170.0;
AS/NZS 1170.1;
AS/NZS 1170.2;
AS1170.4
AS 4997;
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).