2022-02-14 General Committee Meeting Minutes

GENERAL COMMITTEE MEETING MINUTES                                           14 FEBRUARY 2022


          registered against the title of the property.
    30.   All easements must be designed in accordance with the planning scheme and granted
          at no cost to the Grantee. Where the Grantee is Council or a service authority, the
          easement documentation must be in accordance with the Grantee’s standard
          easement terms. Draft easement documentation must be submitted to Council for
          endorsement.
    31.   All works must be kept clear of any existing or proposed easements on the subject
          land, unless agreed otherwise in writing by the Grantee.
    Geotechnical Stability
    32.   All works must be carried out generally in accordance with geotechnical investigation
          report 18151-001-Rev0, titled: “Proposed Commercial & Residential Development 30-
          32 Doonella St Tewantin”, dated 22 June 2018 and prepared by Tectonic Geotechnical
          and Environmental Engineers.
    33.   Certification must be submitted to Council from a qualified person* which certifies that
          the development has been constructed in accordance with the recommendations
          contained in geotechnical investigation report 18151-001-Rev0, titled: “Proposed
          Commercial & Residential Development 30-32 Doonella St Tewantin”, dated 22 June
          2018 and prepared by Tectonic Geotechnical and Environmental Engineers, and that
          the development has a minimum factor of safety against landslip of 1.5 in the long term.
          *(Refer to advisory Note)
    Earthworks and Retaining Walls
    34.   All fill and associated batters must be undertaken in accordance with the conditions of
          this Decision notice, and must be contained entirely within the subject site unless
          written permission from the respective landowner(s) is provided to Council. All
          earthworks must be undertaken in accordance with the provisions of Australian
          Standard AS3798: Guidelines on Earthworks for Commercial and Residential
          Developments.
    35.   Where the development involves excavation or filling over, or adjacent to, drainage,
          water supply or sewerage infrastructure, all access chamber surface levels must be
          adjusted to provide a freeboard of 100mm above the finished ground surface level.
    36.   All retaining walls must be designed and constructed in accordance with the planning
          scheme and must be certified by an RPEQ where exceeding 1.0m in height. All
          retaining walls that are publicly accessible and exceed 1.0m in height must be fitted
          with a commercial grade safety fence.
    37.   The retaining wall located to the north of the bio basin (shown on section D of
          A6035/21/D1, E with a TOW of RL8.4) must be amended to not exceed 0.8m above
          the NGL. The area between this retaining wall and the footpath further north can either
          be tiered (retaining walls no greater than 0.8m above NGL) or battered (1:4) to the
          footpath to the north.
    Damage to Services and Assets
    38.   Any damage caused to existing services and assets as a result of the development
          works must be repaired at no cost to the asset owner at the following times:
          a.    where the damage would cause a hazard to pedestrian or vehicle safety,
                immediately; or
          b.    where otherwise, upon completion of the works associated with the development.
    Any repair work which proposes to alter the alignment or level of existing services and assets
    must first be referred to the relevant service authority for approval.


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