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B. The EARTHWORK CONTRACTOR shall repair or replace any materials <br /> damaged during placement of the slurry cement mixture, at the EARTHWORK <br /> CONTRACTOR's sole expense. <br /> 3.19 PIPE SUPPORT AND PIPE CLAMP <br /> A. Install at the locations shown on the Construction Drawings. <br /> 3.20 POROUS SUCTION CUP LYSIMETERS AND PROTECTIVE VAULT BOX <br /> A. Install in accordance with Manufacturer's Instructions. <br /> B. The CONTRATOR shall test the lysimeters to check that they are functioning <br /> properly before the lysimeters are covered with subsequent courses of material. <br /> The test results shall be provided to the QA/QC Consultant. <br /> 3.21 BOLLARDS <br /> A. Install in accordance with Manufacturer's Instructions. <br /> B. Bollards shall be located such that they protect the top of the leachate riser pipes. <br /> 3.22 SITE GRADING <br /> A. Perform all earthwork to the lines and grades as shown on the Construction <br /> Drawings and/or established by the DESIGN ENGINEER. Shape, trim, and finish <br /> slopes of channels to conform with the lines, grades, and cross sections shown. <br /> Make slopes free of all exposed roots and stones exceeding 3-inch diameter that <br /> are loose and liable to fall. Round tops of banks to circular curves, in general, not <br /> less than a 6-foot radius. Rounded surfaces shall be neatly and smoothly trimmed. <br /> Neatly blend all new grading into surrounding, existing terrain, and maintain <br /> current drainage patterns or modify drainage as shown on the Construction <br /> Drawings. Overexcavating and backfilling to the proper grade will not be <br /> acceptable. Finished site grading will be reviewed by the QA/QC <br /> CONSULTANT. <br /> 3.23 TOLERANCES <br /> A. Construct material limits within tolerance specified in Section 01410, SURVEYS. <br /> 3.24 TOPOGRAPHIC SURVEYS <br /> A. Refer to Section 01410, SURVEYS, for requirements regarding preconstruction <br /> surveys. <br /> FORWARD LANDFILL 02300 <br /> 25 EARTHWORK <br />