TRENCH SHORING. If this Contract is in excess of $25,000 and is for the excavation of any trench deeper than five (5) feet, Contractor must submit and obtain District’s approval and acceptance, in advance of excavation, of a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If the plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.
TRENCH SHORING. If this Contract is in excess of $25,000 and is for the excavation of any trench deeper than five (5) feet,
TRENCH SHORING. A. Contractor shall submit to District, in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of any trench or trenches five (5) feet or more in depth. Contractor shall also submit a copy of its annual trench/excavation permit approved by CAL-OSHA. The plan shall be prepared by a registered civil or structural engineer. As part of the plan, a note shall be included stating that the registered civil or structural engineer certifies that the plan complies with CAL-OSHA Construction Safety Orders, or stating that the registered civil or structural engineer certifies that the plan is not less effective than the shoring, bracing, sloping, or other provisions of the CAL-OSHA Construction Safety Orders.
B. All shoring submittal shall include surcharge loads from adjacent embankments, construction loads, and spoil bank. Submittal shall indicate minimum horizontal distance from top of trench to edge of all surcharge loads for all cases of shoring and side slopes.
C. Nothing in this Section shall relieve Contractor of the full responsibility for providing shoring, bracing sloping, or other provisions adequate for worker protection. If such plan varies from the shoring system standards established by the CAL-OSHA Construction Safety Orders, the plan shall be prepared by a registered civil or structural engineer and shall be approved by CAL- OSHA. No excavation of such trench or trenches shall be commenced until said plan has been accepted by District or the person to whom authority to accept has been delegated by District.
TRENCH SHORING. If this Contract is in excess of
TRENCH SHORING. If this Contract is in excess of $25,000 and includes the excavation of any trench deeper than five (5) feet, pursuant to Labor Code section 6705, Contractor must submit and obtain AOC acceptance, in advance of excavation, of a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If the plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.
TRENCH SHORING. If this Contract is in excess of $25,000 and is for the excavation of any trench deeper than five (5) feet, pursuant to Labor Code section 6705, Contractor must submit and obtain SCC acceptance, in advance of excavation, of a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If the plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.
TRENCH SHORING. If this Contract is in excess of Twenty Five Thousand Dollars ($25,000) and is for the excavation of any trench deeper than five (5) feet, the EPC Contractor must submit and obtain District acceptance and approval, in advance of excavation, of a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If the plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.
TRENCH SHORING. Not used.
TRENCH SHORING
