SUPERSEDED - Decision Notice - 010.2005.00002124.001 [As Published] · 132005.2124

NOOSA COUNCIL IDAS Development Application Decision Notice                                                     4 of 10


10.    The carparking area shall be designed to comply with the provisions of AS/NZS 2890.1-2004 for user
       class 2 with allowance for vehicles to enter and leave the site in a forward gear and with a minimum head
       clearance (headroom) at any point of 2.2m.

11.    All carparking shall be kept, maintained and line-marked in a condition fit for use.

12.    All staff carpark spaces shall be clearly defined by line marking each space with the words “Staff Parking
       Only” and by sign posting each space with a similar wording.
Sewer Mains
13.    The site shall be connected to Council’s existing sewerage reticulation systems and be constructed in
       accordance with Council’s standards and requirements at no cost to Council.
Town Water Supply
14.    The site shall be connected to Council’s existing town water supply and be constructed in accordance with
       Council’s standards and requirements at no cost to Council.
Earthworks
15.    Earthworks required on site shall be carried out in accordance with Council’s Planning Scheme Policy
       PSP5 – Engineering Design Standards, so as not to cause the additional ponding of water on any
       adjoining lands or the blockage of, or interference with, any natural watercourses.

16.    Earthworks carried out on site shall not affect the structural integrity of any of the existing fences and/or
       buildings and/or structures and/or lands that border the development site. Fences that are affected shall
       be replaced prior to the Building Certifier issuing the Certificate of Classification. In this regard any fences
       to be replaced shall be clearly shown on the plans submitted for Operational Works approval.
Site Stability
17.    A Geotechnical Engineer or similar qualified expert shall assess the soil condition on site, determine the
       soil classification, determine the risk of erosion due to major storm events including wave action and
       establish whether any measures are required to protect the stability of the existing and proposed
       buildings, adjoining buildings and/or structures and/or lands, and make recommendations on the type of
       foundation system(s) best suited for the proposed development. The recommendations of this report shall
       be incorporated into the design and construction of the proposed development.

18.    A Geotechnical Engineer or similar qualified expert shall supervise the demolition of those parts of the
       existing building and the excavation and construction of the proposed development to ensure that the
       works are carried out in accordance with the recommendations of the abovementioned report in order to
       protect the stability of adjoining buildings and/or structures and/or lands.
General
19.    Any damage caused to any public utility during the course of construction shall be repaired to Council’s
       standards and at no cost to Council.

20.    Any alteration of any public utility or other facilities necessitated by the development of the land or
       associated construction works external to the site shall be at no cost to Council.

21.    The transportation of all materials to and from the site shall be undertaken in a manner such that no
       particle matter escapes onto a public road. All vehicles carrying materials either to or from the site shall
       be covered to prevent materials including dust being windblown from the vehicle.




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