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2020-07-16 SM Agenda - Item 1 - Attachment 5 - Final Noosa Plan 2020 Part 8-10 Schedules & Appendix
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Log in to see the plans as drawn Performance Outcomes Acceptable Outcomes
Pontoons are structurally capable of sitting on the sand bed.
Rollers and bracing should account for this situation.
AO13.11
Jetties and pontoons are free standing and do not rely on
connecting to any revetment wall or other structure.
Design, Construction and Safety Boat Ramps Table 9.4.9.3 Criteria for assessment (part)
Performance Outcomes Acceptable Outcomes
Design, Construction and Safety for Boat Ramps prescribed tidal works outside Noosa Waters Estate
PO14 AO14.1
Boat ramps are designed and constructed to— Where there is an existing revetment wall—
(a) allow access by a wheeled boat trailer; (a) the level of a boat ramp surface at the revetment wall is no
(b) ensure that unacceptable risks to personal and public more than 150 millimetres above the top of the wall, not
safety are unlikely to be caused; more than 500 millimetres below the top of the wall and not
more than 200 millimetres above the existing beach;
(c) avoid cluttering of the waterways;
(b) the ramp extends into the waterway no more than 9 metres
(d) avoid excessive traffic volumes within foreshore areas and from a revetment wall;
adjoining lands; and
(c) the ramp is constructed at a uniform grade no steeper than
(e) ensure that visual amenity of the foreshore is maintained. 20% (1 in 5); and
(d) the outer end of the ramp is no more than 100 millimetres
above the level of the beach (Refer Figure 9.4.9.3E).
AO14.2
No part of the ramp is to extend closer than 1 metre to the
prolongation of the boundaries.
AO14.3
The boat ramp surface profile is concave to allow concentration of
water to the centre of the ramp.
PO15
No new boat ramps are constructed within the Noosa River No acceptable outcome provided.
system.
Character and amenity Table 9.4.9.3 Criteria for assessment (part)
Performance Outcomes Acceptable Outcomes
Character and amenity operational works within Noosa Waters Estate waterways
PO16 AO16.1
Works are designed and sited to ensure— For lots with watercourse frontage greater than 15 metres in width,
(a) they are contained within the prolongation of boundaries of jetties are setback a minimum of 3 metres from the prolongation
the lot; of the boundaries (Refer Figure 9.4.9.3A).
(b) that when a vessel is berthed it does not encroach over the
AO16.2
prolongation of boundaries of the lot;
For lots with watercourse frontage less than 15 metres in width
(c) a high level of visual amenity is maintained when viewed (including lots located in watercourse bends or at the head of the
from the watercourse and adjoining lands; watercourse)—
(d) the works avoid conflicts with uses in the water, on the (a) a joint application is made with the adjoining owner; or
foreshore and adjoining lands; where a joint application is not possible, jetties—
(b)
(e) materials blend with the natural surrounds; (i) are setback a minimum of 1 metres from the
(f) cluttering of watercourses is avoided; prolongation of the boundaries;
(g) excessive traffic volumes within foreshore areas, on (ii) are not more than 1.5 metres in width;
NOOSA PLAN 2020 Page 124 of 150
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