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Decision Notice - Minor Change - 51997 2256 02 [As Published] · 51997.2256.02
28. The site is to be filled to levels nominated by the Shire Engineer to provide adequate site
drainage. Flood levels for all building and other structures and car park areas are to be in
accordance with the requirements for the Shire Engineer. A Building Approval shall not be
granted until the Shire Engineer has approved the levels. Fill and floor levels will be provided
on application to the Council’s Engineering Department. Any filling works undertaken on the
site shall be carried out in accordance with Section 3.8 of Council’s “Engineering Designs
Standards” manual so as not to cause the ponding of water on any adjoining lands or
blockage of, or interference with, any natural watercourses. No earthworks or filling works
are to be undertaken until issue if a Building Approval.
29. Rood and surface water is to be collected on site and is to be discharged through a single
underground drain line into existing drainage in Hastings Street and Noosa Parade to the
satisfaction of the Shire Engineer. A Building Approval shall not a granted until the Shire
Engineer has approved of the drainage scheme.
30. All construction operations shall be carried out to the reasonable requirements of the Shire
Engineer, including parking, unloading, storage and handling of construction materials
adjacent to the site.
31. The applicants shall be responsible for the control of erosion and sediment export from the
site.
32. Site control measures such as silt fencing, controlled gravel access to the site and controlled
disposal of waste, may be necessary. The applicants shall be required to submit an erosion
and sediment control plan with the Building Application. This plan is to be approved by the
Development Engineer, prior to the issue of the building approval.
33. The applicants are to note that all construction traffic and deliveries are to be made from the
rear access off Noosa Parade. The applicants are to seek permission for any disruption to
the traffic flow pass the site. Any traffic control requirements shall be at the discretion of the
Shire Engineer and the applicant’s expense.
A $2,000 site control bond is required, to ensure compliance with this condition.
34. The access to the rear car park off Noosa Parade is to be designed to link partly with the
existing access from the adjoining tennis court carpark. The driveway is to be directed from
the carpark towards the existing vehicle crossover and a new crossover constructed on the
existing kerb alignment. This crossover will comply with Council Dwg No 9002 – Industrial
Crossing Type A. The design for this access is to be prepared by a Registered Civil Engineer
and submitted to Council for approval by the Shire Engineer.
35. The existing sewer which traverses the site is to be realigned clear of the proposed building
at the applicant’s expense. A plan detailing this is to be submitted to Council for approval by
the Shire Engineer prior to the issue of a building approval.
36. Construction of roadworks, drainage and footpath improvements across the full frontage of
the development to the satisfaction of the Shire Engineer. Such works shall involve the
construction of kerb and channel, bitumen widening, associated drainage, hot mix correction
to the existing pavement, where required and footpath upgrading works. In the regard, plans
prepared by a registered Civil Engineer are to be submitted to and approved by the Shire
Engineer, prior to issue of Building Approval.
37. The footpath across the Hastings Street frontage of the site is to be fully paved from the kerb
and channel to the property alignment and landscaped in accordance with condition 3. above,
to the satisfaction of the Shire Engineer.
The pavement is to be designed and constructed to ensure pedestrian safety using non-slip
materials and to produce an evenly graded surface finish.
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Document Set ID: 22380606
Version: 3, Version Date: 24/04/2023
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