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4.3 EARTHWORK <br /> A. Measurement: <br /> 1. Measurement for payment for the following items shall be by the cubic <br /> yard, calculated on the basis of dimensions shown on the Construction <br /> Drawings, or, if the Construction Drawing dimensions are modified by the <br /> OWNER, DESIGN ENGINEER or QA/QC CONSULTANT, on the basis <br /> of aerial topographic maps, preconstruction surveys, and as-built surveys. <br /> Measurement for excavation and general earthfill by the cubic yard is only <br /> for excavation or general earthfill provided in areas that are not otherwise <br /> included under other bid items, such as anchor trench excavation, <br /> termination berms and road berms. <br /> a. Excavation <br /> b. Coarse Gravel <br /> C. General Earthfill <br /> 2. Measurement for payment for the following items shall be by the square <br /> foot, calculated on the basis of dimensions shown on the Construction <br /> Drawings, or, if the Construction Drawing dimensions are modified by the <br /> OWNER, DESIGN ENGINEER or QA/QC CONSULTANT, on the basis <br /> of as-built surveys. Grading and Subgrade Preparation includes only those <br /> areas upon which geosynthetics are to be placed. Subgrade Fill includes <br /> only those areas that are underlain by the former Austin Road refuse and <br /> soil cover. Planar Areas refer to areas measured along the projected <br /> horizontal plane with no slope correction. True Areas refer to areas <br /> measured along the plane of installation and are corrected for slope. <br /> a. Grading and Subgrade Preparation (True Area) <br /> b. Clay Liner(Planar Area) <br /> C. Granular Drainage Material (Planar Area) <br /> d. Protective Operations Layer(True Area) <br /> e. Subgrade Fill (True Area) <br /> 3. Measurement for payment for the following items shall be by.the linear <br /> foot, calculated on the basis of dimensions shown on the Construction <br /> Drawings, or, if the Construction Drawing dimensions are modified by the <br /> OWNER, DESIGN ENGINEER or QA/QC CONSULTANT, on the basis <br /> of as-built surveys. <br /> a. Anchor Trench Excavation and Anchor Berm (Section E) <br /> b. Slope Anchor Trench Excavation and Slurry Cement <br /> Backfill (Section F) <br /> C. Termination Berms (Section C, D) <br /> d. Top Deck Termination Berms, including adjacent anchor <br /> trench (Section P, Q) <br /> e. Bench Berm (Section I) <br /> Forward Landfill WMU FU-04 <br /> 01200 5 PRICE AND PAYMENT PROCEDURES <br />