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STP24-0253 Application for Operational Works Fire Trail - 80 Cooyar Street Noosa Heads · OPW24/0125
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Original PDF page 365, section 1. The text section number identifies this passage in the reader.
Residual
Proposed Controls
Rating
Initial
HOC
Risk
Risk
Activity Risk Responsible Person
(1/Elimination 2/Substitution 3/Isolation 4/Engineering 5/Administration 6/PPE)
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
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