Skip to the record
Noosa’s premier civic archive.

Original source · versioned page text

Attachment 13 - Code Assessment

of 49

Page text shows just the words. Original shows the document exactly as it was published.

Performance outcomes                                    Acceptable outcomes                                     Response
                  nd
design manual 2 edition, Department of Transport
and Main Roads, 2016, is provided.
PO7 Excavation, boring, piling, blasting or fill No acceptable outcome is prescribed.
compaction during construction of a development
does not result in ground movement or vibration
impacts that would cause damage or nuisance to a
state-controlled road, road transport infrastructure or
road works.

Note: To demonstrate compliance with this
performance outcome, it is recommended an RPEQ
certified geotechnical assessment, prepared in
accordance with Volume 3 of the Road Planning And
Design Manual 2nd edition, Department of Transport
and Main Roads, 2016, is provided.
PO8 Development involving the haulage of fill, AO8.1 Fill, extracted material and spoil material is not Not applicable. The proposed development is not
extracted material or excavated spoil material transported to or from the development site on a expected to involve the haulage of material exceeding
exceeding 10,000 tonnes per year does not damage state-controlled road.                                 10,000 tonnes.
the pavement of a state-controlled road.

Note: It is recommended a pavement impact
assessment is provided in accordance with the Guide
to Traffic Impact Assessment, Department of
Transport and Main Roads, 2017.
PO9 Filling and excavation associated with the No acceptable outcome is prescribed.                             Complies. Any fill material required to be provided on
construction of vehicular access to a development                                                               the site is not anticipated as being of a scale that will
does not compromise the operation or capacity of                                                                impact on the operation or capacity of the adjacent
existing drainage infrastructure for a state-controlled                                                         state controlled network.
road.
PO10 Fill material used on a development site does not AO10.1 Fill material is free of contaminants including   Complies. Any fill material will be sourced such that it
result in contamination of a state-controlled road.     acid sulfate content.                                   is free of contaminants.

                                                       Note: Soils and rocks should be tested in accordance
                                                       with AS 1289.0 – Methods of testing soils for


                                                                                                                                                Page 3 of 23
Log in to download the original file

Attachment 13 - Code Assessment.pdf · 760 KB (small file)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.