2020-07-16-sm-agenda-item-1-attachment-5-final-noosa-plan-2020-part-8-10-schedules-appendix

                                  the filling works are to be submitted for Council’s records.
                         (viii)   Any uncompacted fill, vegetation, acid sulphate soils or other unsuitable materials on the site must be
                                  addressed prior to additional fill being placed. This includes topsoil, tree roots, peat, decomposing material,
                                  saturated material, etc. In this regard, the Geotechnical Engineer must test the existing ground conditions
                                  prior to additional fill being placed.
                         (ix)     In the case of filling over flood plain, sand dune and creek areas, the site must have settlement plates
                                  installed prior to the placement of the fill and these must be monitored at regular intervals once the fill has
                                  been placed.
                         (x)      For staged development, a sealed temporary vehicle turning area suitable for large vehicles, including refuse
                                  trucks is to be provided at the end of each road that may be extended into future stages. The pavement on the
                                  temporary turning area must be constructed to the same standard as the other permanent roads.

                  (m)    Allotment drainage
                         (i)      All allotments shall have a minimum grade of 1% to ensure adequate runoff of stormwater. Desirably
                                  allotments are to drain towards the street frontage.
                         (ii)     Where allotments cannot drain to the street frontage, an allotment interlot drainage system shall be provided
                                  that outlets to the existing or proposed underground stormwater network. Each property serviced by an interlot
                                  drain shall be provided with a grated inlet structure at the lowest point on the rear boundary and an easement
                                  minimum 1.5 metres width connection for the future house roof runoff.
                         (iii)    Development shall be designed to ensure that stormwater does not flow out to the road via the driveway. The
                                  internal drainage layout shall have inlet pits and strip drains to drain the site, carpark and driveway and convey
                                  the water underground to Council’s or a proposed drainage system.
                         (iv)     Overland flow paths are not permitted to flow through private property in urban areas however on large lots in
                                  rural areas, easements may be approved in some case subject to a thorough investigation into the 1 in 100
                                  year ARI flows and allowing a 500 millimetres freeboard to any structure floor.
                         (v)      Inter­allotment drainage categories in accordance with QDUM. 7.13

                  (n)    Sediment and erosion
                         (i)      All development sites must have sediment and erosion control measures in place prior to commencement of
                                  site works.
                         (ii)     All sediment and erosion controls shall be in accordance with the International Erosion Committee Australia
                                  Best Practice documents.
                         (iii)    An erosion and sediment control site checklist is to be completed and to form part of the documents
                                  submitted to Council as part of the first stage of any operational works.
                         (iv)     All erosion and sediment control plans are to be certified by a suitable qualified RPEQ or CPESC certified
                                  person.

                  (o)    Universal Design
                         (i)      All design shall cater for the needs of the aged, and disabled persons particularly in terms of pathways,
                                  ramps, access and the use of public infrastructure.
                         (ii)     Kerb ramps are to be provided at all intersections and be aligned and graded in accordance with the relevant
                                  IPWEA standard drawing.
                         (iii)    All handrails shall conform to the relevant Australian Standard.

                  (p)    Specifications General
                         (i)      Department of Transport and Main Roads (DTMR) specifications apply to all civil works. Where specifications
                                  are not covered by the DTMR specifications, NATSPEC specifications are to be used.


 SC6.7.6                Standard Drawings

 (1)    In general, the standard drawings prepared by the Institute of Public Works and Engineering Australasia are the drawings to be
        used for most construction works in Noosa unless noted otherwise on the Noosa Standard Drawing Register.
 (2)    Addendums outline certain changes to some of the drawings having regard to variations in the way Noosa applies these standard
        drawings.
 (3)    In addition to the IPWEAQ standard drawings, there are specific Noosa standard drawings. These drawings aim to maintain the
        uniqueness of Noosa in a look and feel sense.


NOOSA PLAN 2020                                                                                                                          Page 54 of 99