Search results for: shoring system

To this end, Contractor shall submit for City’s review and approval 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 such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer. 3.8.6 Hazardous Materials and Differing Conditions.

M: RESTRAINT SYSTEM SHORING SLOTS SHALL SUPPORT 2" X 6" LUMBER. N: BOTTOM RAIL PROTECTION IS REQUIRED. SIDE BOTTOM RAIL PROTECTION SHALL CONSIST OF RELIEF NOTCHES (4 TOTAL ON THE SIDES). THE OPEN RECESSES SHALL BE A MINIMUM OF 2” H x 6” L. TWO (2) MORE RELIEF NOTCHES SHALL BE BUILT INTO THE REAR SILL AND 2 BUILT INTO THE FRONT SILL (4 TOTAL ON THE ENDS). ADDITIONAL REQUIREMENTS: CONTINUATION SHEET REFERENCE NO.

The Contractor shall provide all de-watering temporary shoring, bracing, supports, or protection systems needed to complete the Work of their Contract. The Contractor is responsible, individually, and collectively, for maintaining safe working conditions and procedures at all times. In addition, they must protect all Owner facilities, personnel, and activity areas.

M: RESTRAINT SYSTEM SHORING SLOTS SHALL SUPPORT 2" X 6" LUMBER. N: BOTTOM RAIL PROTECTION IS REQUIRED. SIDE BOTTOM RAILPROTECTION SHALL CONSIST OF RELIEF NOTCHES (4 TOTAL ON THE SIDES). THE OPEN RECESSES SHALL BE A MINIMUM OF 2” H x 6” L. TWO (2) MORE RELIEF NOTCHES SHALL BE BUILT INTO THE REAR SILL AND 2 BUILT INTO THE FRONT SILL (4 TOTAL ON THE ENDS). ADDITIONAL REQUIREMENTS: A: THE CONTAINER SHALL HAVE TWO (2) PASSIVE VENTILATION VENTS.