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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.
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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
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