Project Hazard_Risk Assessment Ozcare Noosa RACF 23-042024 STP24-0253 Application for Operational Works Fire Trail - 80 Cooyar Street Noosa Heads - Copy · OPW24/0118

                                                                                                                              Proposed Controls
        Activity                    Risk                                                                                                                                                                               Responsible Person




                                                      Risk
                                                                                                                                                                                                            Risk




                                                                   HOC




                                                     Initial
                                                     Rating
                                                                                                   (1/Elimination 2/Substitution 3/Isolation 4/Engineering 5/Administration 6/PPE)




                                                                                                                                                                                                          Residual
                            Failure of structural   EXTREME    5         Confirmation of pre-cast panel grout mix as per engineers’ requirements and site ITP                                                        Site Management
                            grout
                                                                                                                                                                                                                     Contract Partner

Protecting braces           Collapse of pre-cast    EXTREME    1         No part of the bracing support system will be removed until the panel has been permanently anchored and inspected                           Site Management
following installation      concrete units                               by the tilt-up installer
                                                                                                                                                                                                                     Contract Partner

                            Plant colliding with    EXTREME    4         Where plant is required to be operated near panels and bracing the following controls or a combination of controls                          Site Management
                            bracing                                      must be in place:
                                                                                                                                                                                                                     Contract Partner
                                                                         Bump stops.
                                                                         Para webbing / bunting
                                                                         Water barriers/physical
                                                                         Signage

                            Plant colliding with    EXTREME    2         Where plant is required to be operated near panels the use of a scissor lift will be used where possible to reduce the                      Site Management
                            bracing                                      risk of contact with the panels or bracing
                                                                                                                                                                                                                     Contract Partner


    17.5                 Masonry
Masonry Construction        Wall collapse           EXTREME    4         Blade/single walls shall be braced as per engineering and or masonry guide details.                                                         Site Management
                                                                                                                                                                                                                     Contract Partner

                            Wall collapse           EXTREME    4         Return/tied and cross walls shall be braced in accordance with engineering details until the permanent structure is                         Site Management
                                                                         completed.
                                                                                                                                                                                                                     Contract Partner

                                                                         Masonry bracing methodologies to align with the masonry wall guide.                                                                         Site Management
                                                                                                                                                                                                                     Contract Partner

                            Fall from height        EXTREME    2         Certified scaffold and / or work platforms to be used when working at heights.                                                              Site Management
                                                                                                                                                                                                                     Contract Partner




                                                                                                                                                            Project Hazard/Risk Assessment / Page 123 of 160