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2016-07-12 Planning & Environment Committee Agenda
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 12 JULY 2016
44. All parking areas and garages must be in compliance with the requirement of the
current Australian standards applicable to their use (AS/NZS 2890.1-2004 and/or AS
2890.2-2002) with a minimum head clearance (headroom) at any point of 2.3m.
45. Car parking shall be provided within the site generally in accordance with that shown
on drawing CO-000-2014 Sheet 01/02 Revision H dated 13 November 2015 and
titled Overall Site Plan prepared by Palm Lake Works.
46. 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.
47. A minimum of two clearly defined disabled car spaces shall be provided to service the
aged care residence and village community centre.
48. The pick-up/drop-off parking area associated with the proposed Aged Care
Development must be designed and constructed to be capable of accommodating at
least one taxi suitable for use by people with disabilities in accordance with the
relevant and applicable standards.
49. 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.
50. All carparking shall be kept maintained and line-marked in a condition fit for use.
51. An emergency parking bay shall be available at all times in front of the community
village centre and the aged care residence.
52. Visitor car parking shall be conveniently located to all independent living units, village
community centre and the aged care residence. Directional signage must be
provided to direct visitors and customers to the car parking spaces provided on site.
Earthworks
53. All earthworks must be carried out in accordance with a Geotechnical Report (or part
thereof) prepared by a qualified person* and endorsed through a Development Permit
for Operational Works approval. *(Refer to Advisory Note)
54. All earthworks shall be undertaken in accordance with the provisions of AS 3798
Guidelines on Earthworks for Commercial and Residential Development, with
geotechnical testing undertaken in accordance with Section 8 of the Standard, and to
a minimum of ‘Level 1’ as defined in Appendix B. Test results as required by AS
3798, and a certificate of quality and uniformity of fill shall be provided by a RPEQ
and submitted to Council prior to final inspection/s of works.
55. A registered practicing Geotechnical Engineer shall test the existing ground
conditions for suitability of placing additional fill, prior to such fill being placed.
56. 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.
57. Any 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.
58. Following completion of the filling works for each Stage, 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.
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