Whsmp · OPW16/0021

                                                            3   Personnel will be excluded from the area between the area                               Site manager or
                                                                within 2m of any live end anchorage and between the live end                            foreman /
                                                                and the barricade.                                                                      subcontractor
                                                            5   Barricades, flagging and signage will be erected.                                       Site manager or
                                                                                                                                                        foreman /
                                                                                                                                                        subcontractor



                                            B   5    E24    5   Hutchinson’s Tilt-Up Checklist will be actioned prior to the             WH&S Reg      Site Foreman /
    Pre-cast and    Collapse of pre-cast
☐   Tilt up          concrete units
                                                                lifting of Tilt-Up panels. Both parties will sign off on each issue
                                                                                                                                      
                                                                                                                                          2011 Part 6
                                                                                                                                          QLD Tilt-up
                                                                                                                                                        Subcontracotr
                                                                listed in the relevant column.
    Construction                                                                                                                          and Precast
                    Objects falling                        5   Safety plan / work method statement obtained from                         COP 2003      Subcontractor / HSO
                                                                subcontractor undertaking pre-cast placement or tilt up                  VIC OHS       or Foreman
                    Insufficient crane/
                                                                construction on site is to address the following issues:                  Regulation
                     lifting equipment
                                                                 Provisions of shop drawings and engineer certification                  Part 5.1
                     considerations                                                                                                      AS 3850-
                                                                 Methods of controlling vehicle access around the pre-cast               2003
                                                                   work area Methods of controlling vehicle access around the
                                                                   pre-cast work area
                                                                 Any hazards associated with overhead power lines, trenches
                                                                   and recent excavations
                                                                 Casting layout and panel storage positions
                                                                 Crane size and placement requirements
                                                                 Erection sequence and bracing layout
                                                                 Orientation and identification of panels
                                                            5   The supervising engineer is to inspect and assess the following                         Site Manager /
                                                                procedures:                                                                             Engineer
                                                                 Initial casting of tilt up or pre-cast panels for compliance
                                                                   with shop drawings
                                                                 Initial lifting of tilt up or pre-cast panels and
                                                                 Subsequent casting and lifting of panels at random intervals
                                                            5   Documentation verifying the following is to be available on                             Site Manager /
                                                                site:                                                                                   Subcontractor
                                                                 The concrete specification of concrete supplied on site for
                                                                   use in panels
                                                                 The minimum final concrete strength (i.e. 28 day strength)
                                                                   of concrete delivered to the site
                                                                 The minimum concrete strength to be achieved prior to
                                                                   lifting of panels (information for the inserts should be
                                                                   available that specifies the minimum concrete strength
                                                                   required for the insert.)

                                                    WHS Management Plan – Appendix 1 – Project Risk Assessment
                                                                                                                                                                          Page 57