Recommendation - Noosa Iconic Panel - 010.2008.00001787.001 [As Published] · 132008.1787

                 the land and other persons who suffer personal injury (including death) or property
                 damage (including economic loss) which is related in any way to the fact of the
                 building work having been carried out on or within 1.5 metres of the relevant services,
                 and
      79.3       The owners agree to repair any damage to the building work which may occur as a
                 result of or in connection with any inadequacy of the support for it forthwith upon being
                 required by the Council by notice in writing so to do, and
      79.4       The owners agree to pay the cost of repair and/or reinstatement to any structures
                 where sewer maintenance activities in connection with structures are involved.
80.   The applicant must provide a Public Thoroughfare Easement for Pedestrian Access over the
      full width of the proposed pathway adjacent to the western boundary of the subject site
      extending from the Hastings Street frontage to the northern property boundary. The easement
      shall be limited in height from the upper surface of the pathway surface to 4 metres above the
      pathway surface.
      In addition to this the Applicant’s Solicitor shall give Council’s Solicitor an appropriate
      undertaking in writing that the Title Deed and the easement documents will be lodged at the
      Land Titles Office and any additional Titles Office forms or requisitions requiring the consent of
      Council will be attended to promptly.
      A duly executed copy of the easement shall be submitted to Council for perusal prior to the
      use commencing. Any changes required by Council’s Solicitor must be corrected immediately.
Earthworks
81.   Earthworks required on site must 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.
82.   Earthworks carried out on site must not affect the structural integrity of any of the existing
      fences and/or structures and/or buildings and/or services and/or lands that border the
      development site. Fences that are affected must be replaced at the cost of the applicant.
83.   The use of vibratory equipment of any kind is not permitted to be used (including vibrating
      rollers and the use of vibrating installation techniques for sheet piling and other construction
      vibrations caused by excavating, earthmoving or demolition machinery or other similar
      construction techniques) unless approved and supervised by a Certified Geotechnical
      Engineer. Under such circumstances the operator of such equipment shall at all times comply
      with the directions of the Geotechnical engineer.
Site Stability
84.   A Geotechnical Engineer or similar qualified expert shall assess the soil condition on site,
      determine the soil classification, establish whether any measures are required to protect the
      stability of adjoining buildings and/or structures and/or services 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.
85.   Should the recommendations of the geotechnical report require any part of the works
      (including excavation, retaining structures, tie backs etc) to be temporarily or permanently
      constructed within any adjoining property a letter of authority from the adjoining property must
      be obtained.




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