B Current Decision Notice · 132007.2398

                                                                                      132007.2398.01

50.   Carparking shall be provided within the site generally as shown on drawing titled
      Schedule of Independent Living Units 0805-TP04 Revision B 1 November 2008, except
      as modified herein.
51.   Carparking shall be provided at a minimum rate of 1 space per independent living unit for
      resident parking and 1 space per 4 independent living units for visitor parking; and 1
      space per 2 employees based on the maximum number of employees engaged at any
      one time at the aged care residence and 1 space per 5 beds or occupants of the aged
      care residence.
52.   A minimum of two clearly defined disabled car space shall be provided to service the
      aged care residence and village community centre.
53.   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.
54.   All carparking shall be kept maintained and line-marked in a condition fit for use.
55.   An emergency parking bay shall be available at all times in front of the community village
      centre and the aged care residence.
56.   Parking shall be provided for boats, trailers and caravans etc.
57.   Visitor car parking shall be conveniently located to all independent living units, village
      community centre and the aged care residence.
Earthworks
58.   All excavation and filling works required on site must be carried out in accordance with
      Council’s Planning Scheme Policy PSP5 – Engineering Design Standards.                  A
      Development Permit for Operational Works shall be required.
59.   Fill imported to the site may only be from a site licensed with The Environmental
      Protection Agency or from a site for which a Development Permit for Operational Works
      has been issued approving the export of fill.
60.   A registered practicing Geotechnical Engineer shall test the existing ground conditions
      for suitability of placing additional fill, prior to such fill being placed.
      Filling works shall be restricted to the subject site itself, and the finished fill levels are to
      taper to the existing levels on the property. Batters shall be at a maximum grade of 1:4
      unless retained by an engineer-designed wall or approved retention method.
61.   Following completion of the filling works and prior to endorsement of the Plan of Survey,
      the registered practicing Geotechnical Engineer supervising the works shall submit
      compaction tests across the entire filled areas and make recommendations if special
      foundations requirements will apply.
62.   Earthworks carried out on site must not adversely affect the drainage conditions on any
      other properties or existing roads. Filling works required on site shall not cause
      additional ponding of water on any adjoining lands or the blockage of, or interference
      with, any natural watercourses. Detailed site surveys indicating natural surface levels
      and contours of the affected properties (eg Lot1 RP165418) must be provided with the
      application for a Development Permit for Operational Works for Filling and Drainage.
      This may require the design and construction of drainage pipes and/or an overland flow-
      path within the development site that caters for drainage from the adjoining sites for a
      design storm with an Average Recurrence Interval of 1 in 100 years.
Vegetation Protection & Preservation
63.   Vehicular pavements within the drip zone of any of the existing trees on site to be
      retained shall be designed as a pervious pavement (such as grass paving cells or
      similar), as this will allow water that falls on this surface to penetrate to the trees root
      system. The pavement shall be constructed so as not to damage the tree or their root

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