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Attachment B Eng report
Attached to the e-mail MCU14/0084 IDAS Form 1 Report, Attachment A Plans, Attachment B (1) Engineering report Email 1 of 4.
Geotechnical Report by SCG dated 24.3.2009, and Morrison Geotechnical Report dated October 2014 , job no. DE 14/231 3.0 Project Description 3.1 3.2 3.3 Scope The work covers the entire main house building structure including but not limited to contiguous CFA (Continuous Flight Auger) concrete piles and both vertical and raked concrete-filled galvanised screw steel piled footings, slabs on ground, retaining walls, external pavements, structural steel supports for claddings, reinforced block walls, suspended reinforced concrete floors, roofs, walkways, stairs and other minor structural items. A significant component of the project is staged the construction of the contiguous piled retaining structures which form part of the permanent structure. Cantilevered reinforced concrete contiguous piled walls are utilised throughout the building works to provide a completely stable building platform during all the construction stages, and these will also greatly enhance the completed building’s capacity to resist lateral loads and add significantly to the stability of all areas uphill of the proposed works by limiting the extent of any future surface sand slips. Once the contiguous piled walls are completed and fully tied back to each other via a system of ground beams and floor slabs at the three main floor levels, the remainder of the structure can be readily constructed on a safe and stable building platform using traditional blockwork and floor formwork methods. General The proposed residence comprises the following: ° Three living levels to the main residence e Access driveway at road/roof level. ° External terraced areas, pool and access corridors Site Conditions The information discussed below has been interpreted from the geotechnical reports by Morrison Geotechnical (dated September 2009) and SCG Consulting Engineers dated 24 March 2009. In brief, boreholes drilled across the site encountered fairly consistent upper layer conditions comprising loose sands gradually increasing in density with depth. Deeper surface conditions vary 5
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