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02.1 - Operational Works Application · OPW18/0008
Attached to the e-mail Operational Works Application OPW18/0008 - Domestic Marine Structure at 6 Mermaid Quay NOOSAVILLE.
Operational Works Application for Domestic Marine Structure
(Jetty)
Site Address: 6 Mermaid Quay, Noosaville
Property Description: Lot 120 RP842150
Reference Documents: Engineering design prepared by HR Design Group
Job No: 17-0417, Revision 2 dated 11.12.17
Architectural plans prepared by Reitsma Architects
Project Number: 4386, Revision C dated 21.12.17
Table 14-65 Operational Works within Noosa Waters canal
column 1 column 2
Specific Outcomes Probable solutions (if code assessment)
14.167 Character and Amenity
O11 Works are designed and sited to ensure— a) S11.1 For lots with frontages greater than
they are contained within the prolongation of 15m or greater in width, jetties are setback a
boundaries of the lot; minimum of 3m from the prolongation of the
b) that when a vessel is berthed it does not boundaries, except as allowed for in S11.2
encroach over the prolongation of boundaries of and S11.3 (Refer Figure 14-34);
the lot;
Not applicable – frontage less than 15m
c) a high level of visual amenity is maintained
when viewed from the watercourse and
adjoining lands; S11.2 For lots less than 15m in width
d) the works avoid conflicts with uses in the water (including lots located in canal bends or on
and on the foreshore and adjoining lands; lots located in the head of the canal)—
e) materials blend with the natural surrounds; a) a joint application is made with the
adjoining owner; Not applicable –
f) cluttering of watercourses is avoided;
adjoining lots have pre-existing
g) excessive traffic volumes within foreshore
jetty’s
areas, on adjoining lands and in the water are
b) where a joint application is not
avoided; and
possible, jetties—
h) they reflect the character and setting of the
i. are setback a minimum of 1m
work’s immediate surrounds or the locality
from the prolongation of the
boundaries Compliant – see site
plan
ii. are not more than 1.5m in width
generally in accordance –
additional width of 300mm is minor.
Review of other existing jetty’s
within the estate indicates
numerous examples of jetty’s
greater than 1.2m in width
iii. have no jetty head Compliant see
site plan
iv. allow for safe access and
manoeuvrability for both the
neighbouring property and the subject
property Compliant see site plan
S11.3 For lots that adjoin those described in
S11.2, the jetty is located well away from the
common boundary Compliant see site plan
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Page 2
column 1 column 2
Specific Outcomes Probable solutions (if code assessment)
14.168 Design, construction and safety – Jetties
O12 Works for jetties are designed and S12.1 Jetties—
constructed for the sole purpose of providing a) are a maximum width of 1.5m Compliant;
access to vessels and are sited and designed to
b) a maximum length of a jetty head is not
avoid—
more than 7m (Refer Figure 14-35)
a) cluttering of watercourses;
Compliant see site plan;
b) excessive traffic volumes within foreshore
areas, on adjoining lands and within the c) constructed predominately of timber
watercourse; and Compliant see site plan and
c) unacceptable risks to personal and public engineering;
safety; d) are not constructed parallel to the
revetment wall Compliant see site plan
e) extend a maximum of 10m past the
quayline. Compliant
S12.2 For “Y” and “T” shaped jetty heads or
other shaped jetty head—
a) a maximum area of 10.5m2 excluding any
walkway is provided Not applicable
b) a walkway with a minimum length of 3m is
provided to the jetty head (Refer Figure
14-36) Not applicable
S12.3 Jetties have independent support
structures and are not supported by the
revetment wall Compliant see engineering
design;
S12.4 The seep holes in the revetment wall are
not obstructed by any jetty Compliant see
engineering design;
S12.5 For lots comprising detached houses or
duplex dwellings, a maximum of one jetty per
development is constructed Compliant see
site plan;
S12.6 Unit developments with common
property along canal frontage met the following
Not applicable
S12.7 For unit developments where each unit
has its own individual canal frontage Not
applicable
Page 3
column 1 column 2
Specific Outcomes Probable solutions (if code assessment)
S12.8 Walkways serving jetties have at least
one rigid handrail fitted and the walkway is a
minimum width of 750mm and a maximum
width of 1.5m where—;
a) the walking surface of the jetty is
constructed level with the top of the
revetment wall Compliant see site
plan and engineering design;
b) water reticulation systems are fitted
with a mechanical backflow prevention
device; and Not applicable
c) electrical reticulation systems carrying
electricity in excess of 24 volts are not
to extend beyond the revetment wall;
Not applicable
S12.9 Any lower-level platform, or siding,
along the jetty walkway has a maximum
width of 500mm and does not exceed 2m2
and does not interfere with the prolongation
of boundaries as indicated by Probable
solutions 11.1-11.3;
Not applicable
O13 Pontoons and boat ramps are not constructed in S13.1 No solution provided
Noosa Waters Estate.
14.169 Boat lifting devices
O14 Boat lifting devices are only constructed in the S14.1 Boat lifting devices are only located in
absence of a boat ramp and are designed and conjunction with an approved jetty Not
located to— applicable
a) ensure that unacceptable risks to personal and
public safety are unlikely to be caused; S14.2 Only one boat lifting device and a jetty
b) avoid cluttering of the watercourse; hoist per jetty Not applicable
c) ensure that visual amenity of the foreshore and
watercourse is maintained; and S14.3 A shared jetty containing one boat
d) ensure the structure integrity of the works are lifting device on either side of the jetty Not
maintained and not compromised. applicable
S14.4 The structure may be securely
attached, excluding roped, chains and
straps, to an existing jetty where a structural
engineers report for the design is provided
certifying that the jetty is structurally capable
of supporting the boat lifting device Not
applicable
S14.5 For twin jetty structures with central
boat lifting devices- Not applicable
Page 4
column 1 column 2
Specific Outcomes Probable solutions (if code assessment)
14.170 Fixed Floating Structures & Boat Ramps in Noosa Waters Estate
O15 Fixed floating structures whether or not No solution provided
attached to land (e.g. pontoons and any associated
walkways) and boat ramps are not located within
the Noosa Waters Estate.
14.171 Flooding and amenity functions
O16 The flood and amenity functions of areas S16.1 No building works, filling or excavation
adjacent to the revetment walls within Noosa works are within 4.5m of the centre line of the
Waters Estate are retained and enhanced by top of the concrete revetment wall Not
ensuring— applicable;
a) works do not protrude through a batter line of
1:4.5 measured from the centre line of the S16.2 A minimum of 25% of the area within
revetment wall; 4.5m of the revetment wall is planted with
b) there is no additional load placed on the shrubs and trees with a mature height of 3m or
revetment wall; less Not applicable
c) the amenity of the locality is not adversely
affected by the building works, filling or S16.3 A maximum of 25% of the area within
excavation works or improvements. 4.5m of the revetment wall is under hard
pavement, decking or similar and the balance is
to be grass, ground covers or shrubs provided
no shrubs are planted within the first 1m of the
revetment wall Not applicable
S16.4 The ground surface within the first metre
of the revetment wall is grass or ground cover
Not applicable
S16.5 No tree species with a mature height of
over 3m are planted within 4.5m of the
revetment wall Not applicable
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