Laserfiche WebLink
fence will be installed at each of the respective areas: <br /> Stockpile B 200 feet <br /> Stockpile M 200 feet <br /> Warehouse Vicinity 300 feet <br /> Conveyor Corridor 200 feet <br /> Measurement and Payment <br /> Silt fences erected will be measured to the nearest linear foot. However, the use of silt fence is NOT <br /> guaranteed. Payment for this task will at the prices established in Item 3 of the Bid Schedule per lineal <br /> foot installed. Such payment shall be considered full compensation for all labor, materials, equipment <br /> and all other items necessary and incidental to the furnishing and placement of the sediment <br /> containment fences as directed and described in the specifications. Payment will be as this task is <br /> completed and approved by the PROJECT MANAGER. Payment for this task will be made only for the <br /> unit price shown under Item 3 of the Bud Schedule. <br /> Task 4 EARTH WORK <br /> The earth work portion of this project involves grading of the Glory Hole Pad, Conveyor Corridor, <br /> Stockpiles B and M and the Warehouse Vicinity to create a stable landform which approximates the pre- <br /> mining topography of these areas. Generally, dirt will be pushed down from the steep back walls in <br /> order to reduce the vertical walls, and to establish a gentler slope which is less prone to failure and <br /> erosion. Along the Conveyor Corridor, dirt will be pulled from the outside edge of the corridor to achieve <br /> the desired grade. <br /> Conveyor Corridor <br /> The Conveyor Corridor is relatively flat in cross section (Figure 2, Typical Conveyor Corridor Cross <br /> Sections). The center portion of the corridor is raised, which facilitated the conveyance system. Earth <br /> work will entail pulling material from the outslope and from the raised central portion of the corridor in <br /> order to achieve a ten percent (10%) slope to the outside of the corridor as viewed in cross section <br /> (Figure 2. Typical Conveyor Corridor Cross Sections). After grading is accomplished, construction of <br /> the drainage structures as described in Task 7, Rolled Dip Construction, will need to be completed. <br /> Upon completion of the rolled dips the entire corridor will be ripped to a minimum depth of eighteen <br /> inches (18"), and parallel with the contour. Rippers shall be spaced on the machine no farther apart <br /> than thirty inches (30"). No further vehicular access to the corridor shall be permitted except for that <br /> necessary to accomplish revegetation as described in Task 10, Revegetation. If additional vehicular <br /> access to the corridor causes compaction of the ripped surface prior to revegetation, CONTRACTOR <br /> shall re-rip the corridor as directed by'PROJECT MANAGER. <br /> Glory Hole Pad <br /> The goal of the grading to be accomplished at the Glory Hole Pad is to achieve a well drained, stable <br /> landform which blends with adjacent topography. Grading will achieve a landform which drains to the <br /> 10 <br />