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The Project Safety Plan must be provided to the work crew members in the language in which <br /> they are most readily able to comprehend. <br /> Measurement and Payment <br /> There will be no measurement for payment. Payment for this item will be reflected in a lump sum <br /> quote under Item 2.0 on the Bid Schedule. This lump sum quote will cover all costs for developing <br /> and implementing the Project Safety Plan or SHEAP, including writing and revising the plan as <br /> required,provision and maintenance of safety equipment, conduct of daily safety meetings and all <br /> other items necessary and incidental to meeting the specifications of this item and of the Project <br /> Safety Plan or SHEAP. Payment shall be made as this item is completed and approved by the <br /> PROJECT MANAGER. Payment for this item will be made only on the final (before retainage) <br /> invoice. <br /> Note: If unusually dry conditions exist at or during the execution of the project, or as directed by <br /> the PROJECT MANAGER, a 20-pound fire extinguisher and a large round-pointed shovel with <br /> an overall length of at least forty-eight (48) inches or equivalent will be required to be on site at <br /> all times. <br /> ITEM 3.0 SEDIMENT CONTROL AND GRADING AREA 1,YEAR 1 <br /> Several left over waste rock and stockpiles exist in Area 1 (see Figure 2). These piles need to be <br /> removed and the disturbed areas within Area 1 graded to an overall 3H:IV or less slope, blended <br /> with the natural ground conditions at the site. DRMS estimates this will include moving <br /> approximately 1,000 cubic yards of material an average distance of 50 feet. <br /> Prior to grading work, Erosion Control measures shall be in accordance with Section 22 of the <br /> General Bid Specifications, 2009. It is the responsibility of the CONTRACTOR to ensure that <br /> sediment generated during the construction process does not migrate from the construction area. <br /> In order to accomplish this, CONTRACTOR must take appropriate steps before and during <br /> construction to minimize sediment transport from the site. Pre-construction steps will include, at <br /> a minimum: <br /> • CONTRACTOR shall install up to six hundred(600) linear feet of straw wattle (or <br /> pre-approved equivalent) along the down slope (southeast) side of the Area 1 work <br /> zone at the toe of all slopes being disturbed by construction. Wattle shall be installed <br /> according to manufacturer's specifications, and may be removed following <br /> completion of construction activities unless directed to remain in place by the <br /> PROJECT MANAGER. <br /> Please note these figures are an estimate of the material required to achieve a 3H:1V slope. <br /> CONTRACTORS are responsible for verifying all estimates prior to bid submittal. The <br /> Page 10 of 15 <br />