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compaction will not be acceptable. <br /> E. Place CLSM in pipe trenches as shown on the Construction Drawings. is <br /> 3.15 SLURRY CEMENT MIXTURE AND CLSM <br /> A. Place slurry cement mixture or CLSM at the locations shown on the Construction <br /> Drawings. <br /> B. The EARTHWORK CONTRACTOR shall repair or replace any materials <br /> damaged during placement of the slurry cement mixture or CLSM, at the <br /> EARTHWORK CONTRACTOR's sole expense. <br /> 3.16 CONCRETE <br /> A. Construct concrete at the locations shown on the Construction Drawings in <br /> accordance with the provisions in CalTrans Standard Specification Section 90-10, <br /> Minor Concrete. <br /> B. Place reinforcing steel in Concrete Headwalls as detailed on the Construction <br /> Drawings. <br /> 3.17 PIPE SUPPORT AND PIPE CLAMP <br /> A. Install at the locations shown on the Construction Drawings. <br /> 3.18 POND SAFETY LADDER <br /> A. The pond safety ladder shall be placed at the approximate locations shown on the <br /> Construction Drawings. The minimum spacing between ladders shall be 50-ft. <br /> B. The pond safety ladder shall be anchored in the anchor trench using No 4 rebar to <br /> aid in securing the pond safety ladder in the anchor trench. <br /> 3.19 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 fail. 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 /> 3.20 TOLERANCES <br /> Forward Compost Facility Stormwater Improvements <br /> 02300 15 EARTHWORK <br />