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A Temporary Traffic Management (TTM) Plan is required for vehicles to safely enter and leave the site without disrupting the normal flow of traffic. An area for the unloading of the precast elements to be designated. If the design envelope of the plant encroaches into any electrical ???No Go Zone??? an alternative safe system of work to be developed in line with the Framework for Undertaking Work Near Overhead and Underground Assets, including requirements for a qualified spotter. SBG and erector/installer need to discuss if any back filled excavations or suspended slab areas are on site. Verification that the erection platform can safely carry the construction and erection loads. The area/s designated for the unloading of precast panels must be firm and level. Shop drawings for all precast elements are to be available on site. The shop drawings have been reviewed, by the Project Design Engineer and signed off by the Erection Design Engineer. SBG must obtain from the Erection Design Engineer a certificate of compliance, advising that all elements have been designed in line with the Australian & Industry Standards. All lateral restraints (dowel bars, angle irons etc.) must be installed and fixed in position during the erection of the precast concrete elements as per the design engineer???s detail. A Manufacturers Certificate of Compliance (Birth Certificate) to be developed by the precast company, for each of the panels being erected on site. The Manufacturers Certificate of Compliance (Birth Certificate) must be available on site for review prior to installation. A Safe Work Method Statement (SWMS) to be prepared for the works. Prop requirements, including positions to be detailed on shop drawings for each individual precast element on site. If temporary supports such as angle brackets are to be utilised to support panels prior to permanent fixings being installed, have engineers provided detail of the temporary supports. There needs to be a toolbox talk between the SBG Project Supervisor and the crane & install crew to discuss the location of the crane and to identify any backfilled areas, excavations or underground services which may be present on site. The rigging details to be available for panels to be erected on site. Appropriately qualified persons to undertake the erection of panels on site. (Advanced/Intermediate Rigging, RA, RI) Appropriately Licensed Crane Operator. The precast elements are to be rotated on site by a single crane to their final position for installation, 75% of the total weight of the lift needs to be supported by the tailing lifter and the auxiliary winch. If alternative locations are to be utilised for the bracing of precast components on site, SBG must obtain written approval from an engineer in relation to the type and position of the new brace points. If lifting points are identified that are incorrectly installed, damaged, or missed during manufacture of the precast element, alternate lifting points to be designed by the Erection Design Engineer. SBG must obtain from the project design engineer or suitably qualified independent engineer, written approval to remove temporary bracing. The written approval from the Erection Design Engineer must state that all permanent connections have been inspected and approved.

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