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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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                  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

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