PREPARATION OF TRENCH Sample Clauses

PREPARATION OF TRENCH. The trench bottom shall be trimmed and dressed to the required grade. Any prominent pieces of rock or other hard material, either loose or projecting from hard bed or subsoil shall be removed. In case of rocky strata, to avoid irregularities, the trench shall be excavated 150 mm below the level at which bottom of the barrel of the pipe is to be laid and shall be filled up with sand or selected earth filling or gravels less than 12 mm size, as directed by the Consulting Engineers. Any irregularities more than 12 mm shall be chiselled off. Before lowering the pipes in to the trench, hollows shall be cut in the bed and in the narrow width of trench to receive the joint and give adequate room for working. The pipes shall be stacked along the side of the trench before being laid. Extra pipes at requisite distances shall be stacked to make up for any cutting or rejection of the pipe. Where trench crosses a road or place where such distribution is inadmissible, the pipes shall be stacked in heaps at each end of such crossing. The pipes shall be cleaned at each inside before lowering into the trench.
Sample 1
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PREPARATION OF TRENCH. A. The Contractor shall provide pipe bedding material under all the pipe for the full trench width. The minimum depth of bedding material below the pipe barrel shall be as follows: Pipe Size Minimum Depth of Bedding Under Pipe Barrel 15" & Smaller 4 inches 18" to 36" 6 inches 42" & Large 9 inches
Sample 1
PREPARATION OF TRENCH. The trench shall be excavated to the depth specified on the Construction Drawings. Grades shall be established using approved pipe laying methods to achieve elevation accuracy of 0.10 (+/-) feet. Support of pipe on blocking shall not be permitted. Prior to pipe installation, all road grades shall be established to within 6-inches of subgrade, or the entire alignment shall be staked with cut elevations. Any part of the bottom of the trench excavated below the uniform required grade shall be corrected by bringing up to grade with Foundation Gravel listed in Section 7 of these standards, and compacted to District standards for compaction.
Sample 1

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