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2018-06-12 Planning & Environment Committee Agenda
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 12 JUNE 2018
Existing Access Driveway Removal and Frontage Works
17. The existing redundant access driveway must be removed and the area be reinstated
in accordance with a Development Permit for Operational Works, the works shall
include but not limited to the following:
a. The access crossover and/or driveway laybacks must be removed, and the
kerb, footpath and verge area reinstated in a manner to match the footpath,
kerb and/or verge treatments; and
b. The access driveway within the property must be removed and be reinstated
and landscaped in accordance with approved plans.
Road Dedication
18. Prior to commencement of use a Plan of Survey for boundary realignment must be
endorsed by Council for road reserve dedication along the frontage of Palm Lake
development site to the cul-de-sac head of Trading Post Road to ensure that the
existing public pathway is fully located within the road reserve and a 1.0m clearance
is provided between the edge of the pathway and the property boundary line.
Internal Driveways and Parking
19. The internal roads shall be concrete or bitumen sealed driveway generally in
accordance with the approved plans and must comply with the relevant sections of
AS/NZS 2890.1-2004 and/or AS 2890.2-2002. A Development Permit for Operational
Works shall be required.
20. 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.
21. Carparking shall be provided on site, 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.
Earthworks
22. All earthworks must be carried out in accordance with a Geotechnical Report
prepared by a qualified person* and endorsed through a Development Permit for
Operational Works approval. *(Refer to Advisory Note)
23. 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.
24. A registered practicing Geotechnical Engineer shall test the existing ground
conditions for suitability of placing additional fill, prior to such fill being placed.
25. 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.
26. 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.
27. 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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