Code Assessment - 12 Eenie Creek Rd (RESOLVED DRAFT)

05        NOOSA PLAN 2020, SECTION 9.4.2



          Earthworks Code
Applies because: Works code named as a benchmark in Table 5.5.10.
The proposal is an internal fit-out of an existing building together with a new frontage treatment on a
developed, fully serviced and generally flat site. The outcomes of this code are addressed on that basis.

 Performance Outcome                      Acceptable Outcome                      Response

 PO1                                      AO1
                                                                                   Complies with PO
 Finished surface levels ensure land      Filled or excavated areas have a
                                                                                   No bulk earthworks are proposed. The
 is free draining. Hydraulics             minimum gradient of 0.5% and
                                                                                   site is developed, sealed and generally flat,
                                          drain to Council’s stormwater
                                                                                   and finished surface levels across the site
                                          infrastructure where available, or
                                                                                   are substantially unchanged. Localised
                                          where stormwater infrastructure is
                                                                                   surface works are proposed to the
                                          not available, toward the street.
                                                                                   frontage in connection with the accessible
                                                                                   parking space and shared area, which
                                                                                   must be graded in accordance with AS/
                                                                                   NZS 2890.6, together with bollard footings
                                                                                   and a new garden bed. These are shallow,
                                                                                   confined to the frontage, and do not alter
                                                                                   drainage patterns, create batters or
                                                                                   require retaining structures. The extent of
                                                                                   works is to be confirmed at detailed
                                                                                   design and is capable of being
                                                                                   conditioned.

 PO2                                      No acceptable outcome provided
                                                                                   Complies with PO
 Change to the levels on site do not
                                                                                   No bulk earthworks are proposed. The
 have an adverse impact on No
                                                                                   site is developed, sealed and generally flat,
 acceptable outcome provided the
                                                                                   and finished surface levels across the site
 flooding and drainage
                                                                                   are substantially unchanged. Localised
 characteristics off­site. Geotechnical
                                                                                   surface works are proposed to the
 considerations
                                                                                   frontage in connection with the accessible
                                                                                   parking space and shared area, which
                                                                                   must be graded in accordance with AS/
                                                                                   NZS 2890.6, together with bollard footings
                                                                                   and a new garden bed. These are shallow,
                                                                                   confined to the frontage, and do not alter
                                                                                   drainage patterns, create batters or
                                                                                   require retaining structures. The extent of
                                                                                   works is to be confirmed at detailed
                                                                                   design and is capable of being
                                                                                   conditioned.

 PO3                                      AO3.1, AO3.2
                                                                                   Complies with PO
 Earthworks do not result in              Filling works are undertaken in
                                                                                   No bulk earthworks are proposed. The
 geotechnical instability on­site or to   accordance with Council’s Planning
                                                                                   site is developed, sealed and generally flat,
 nearby premises. Local amenity           Scheme Policy PSP6 Engineering
                                                                                   and finished surface levels across the site
                                          design standards ­ roads, drainage
                                                                                   are substantially unchanged. Localised
                                          and earthworks.
                                                                                   surface works are proposed to the
                                          AO3.2 Where the filling is for
                                                                                   frontage in connection with the accessible
                                          residential, commercial or industrial
                                                                                   parking space and shared area, which
                                          purposes the works comply with
                                                                                   must be graded in accordance with AS/
                                          Australian Standard ­ Guidelines for
                                                                                   NZS 2890.6, together with bollard footings
                                          earthworks on commercial &
                                                                                   and a new garden bed. These are shallow,
                                          residential development.
                                                                                   confined to the frontage, and do not alter
                                                                                   drainage patterns, create batters or