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24647 Seaview Tce Enviro Mgmt Plan
Attached to the e-mail MCU14/0084 Environmental Management Plan (71 Seaview Tce).
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Log in to see the plans as drawnMCU14/0084 b. indicate provision for on-site and off-site parking and shuttle buses (if required) for the required workforce c. indicate the location of loading and unloading areas within the site d. indicate the location of any “holding” areas for heavy vehicles e. operating hours. 19. Construction staff must not park within Seaview Terrace, the Council carpark in Seaview Terrace, McAnally Drive or any other surrounding street. Parking must either be on site or at a suitable off-site location serviced via a shuttle bus. Details must be included in the Traffic Management Plans for the site. Earthworks 20. Earthworks required on site must be carried out in accordance with Council’s Planning Scheme Policy PSP5 – Engineering Design Standards so as not to cause the additional ponding of water on any adjoining lands or the blockage of, or interference with, any natural watercourses. 21. The use of vibratory equipment of any kind is not permitted to be used (including vibrating rollers and the use of vibrating installation techniques for sheet piling and other construction vibrations caused by excavating, earthmoving or demolition machinery or other similar construction techniques) unless approved and supervised by a Certified Geotechnical Engineer. Under such circumstances the operator of such equipment must at all times comply with the directions of the Geotechnical Engineer. 22. The excavation of the site and the construction of the proposed works must not have any adverse effects on the stability of adjoining buildings and/or structures and/or services and/or lands. In this respect, a Registered Professional Engineer Queensland must supervise the excavation of the site and the construction of the new works to determine whether any additional measures are required to protect the stability of adjoining buildings and/or structures and/or services and/or lands. Site Stability 23. The design and construction of the development must be carried out generally in accordance with the Geotechnical Study prepared by Morrison Geotechnic Job: DE14/231 dated October 2014 and the “Structural Design Concept” Job No14517 Issue B prepared by TOD Noosa dated 29 July 2014. The documents must be revised to include the following: a. a contingency plan and alternative design should the piled footing system as designed not be achievable due to unsafe working conditions or unexpected ground conditions b. the document must be submitted to Council at the time of Operational Works approval. 24. Should the recommendations of the geotechnical report or contingency plan require any part of the works (including excavation, retaining structures, tie backs, etc.) to be temporarily or permanently constructed within any adjoining property, a letter of authority from the adjoining property owner(s) must be obtained prior to the issue of the building permit. 25. A suitably qualified and accredited consultant must undertake a detailed check to establish that a stable working platform has been constructed in accordance with the design prior to the use of heavy equipment or plant likely to cause vibrations on the site. Certification of the works to this stage must be provided to Council. 26. A suitably qualified and accredited consultant must undertake a detailed check to establish that the screw pile and CFA piles have been installed in accordance with the design and that the required pile capacities have been achieved. Certification of the pile systems must be provided to Council. Page 4 of 11 Document Set ID: 19879056 Version: 1, Version Date: 16/03/2015 Print Date: 16 March 2015, 2:32 PM
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