23616 DA - Change a Development Approval [As Published] · 132003.221132.4

38.

39.

40.

Where kerb and channel is constructed at a road intersection or any other place
providing access to a disabled area, a disabled access ramp to Council’s standard
drawing shall be incorporated.

The developer will also be required to undertake the necessary modifications to the
existing school’s access and car parking in accordance with Eppell Olsen and Partners
Drawing No. 3866-003 issue A dated October 2002. The developer will have to
construct the new road on an alignment that allows the school access to be constructed
in accordance with this plan and will also construct the modified car park and access at
the existing school. Discussion is to be held with Queensland Education about detailed
design and programming of construction.

The foliowing frontage works on the new road shall be constructed:-

40.1. Construction of new kerb and channel;
40.2. Vehicular access to each lot;
40.3. Bitumen pavement widening where required;

40.4. Associated stormwater drainage, generally in accordance with WBM's Report of
2/12/02 and as subsequently modified in their letter to Council of 14/11/02;

40.5. New stormwater management to correct the current problem of stormwater
discharge from the road reserve to the Noosa Primary School;

40.6. Hot mix correction to existing pavement as required;

40.7. Aconcrete footpath. The developer is advised to contact Council to obtain the
footpath alignment. Footpaths are generally straight/ meandering.

40.8. The remaining footpath area shall be formed, topsoiled and turfed, and planted
with trees.

A Development Permit for Operational Works shall be obtained prior to undertaking
these works.

Earthworks

41.

42.

43.

Earthworks shall be generally contained within existing and proposed road reserves.
Where earthworks are required for the provision of services, existing contours shall be
restored.

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 W orks
has been issued approving the export of fill.

Fill shall be compacted to 95% relative dry density as per Main Roads Department Test
8A. A registered practicing Geotechnical Engineer shall supervise all the placement of
fill and shall certify that all lots have been compacted to the required standard.

Any existing fill on the site that does not comply with Council's requirements shall be

removed at the direction of the Manager —- Land Development prior to additional filling
works commencing.

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