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4. W hen the work does not include construction of base or pavement, shape the <br />entire roadbed (shoulder point to shoulder point) to within 0.1 foot above or below the plan <br />cross-section. <br />Ensure that the shoulder lines do not vary horizontally more than 0.3 foot from <br />the true lines shown in the plans. <br />120-11.2 Operations Adjacent to Pavement: Carefully dress areas <br />adjacent to pavement areas to avoid damage to such pavement. Complete grassing of <br />shoulder areas prior to placing the final wearing course. Do not manipulate any embankment <br />material on a pavement surface. <br />When shoulder dressing is underway adjacent to a pavement lane being used to <br />maintain traffic, exercise extreme care to avoid interference with the safe movement of traffic. <br />120-12 Method of Measurement. <br />120-12.1 Excavation: Excavation will be paid for by volume, in cubic <br />yards, calculated by the method of average end areas, unless the Engineer determines that <br />another method of calculation will provide a more accurate result. The material will be <br />measured in its original position by field survey or by photogrammetric means as designated <br />by the Engineer. Measurement for payment will include the excavation of unsuitable material, <br />lateral ditch excavation, channel excavation, and excavation for structures and pipe. Payment <br />will not be made for excavation or embankment beyond the limits shown in the plans or <br />authorized by the Engineer. <br />120-12.2 Embankment: Measurement will be made on a loose volume <br />basis, as measured in trucks or other hauling equipment at the point of dumping on the road. <br />Payment will not be made for embankment beyond the limits shown in the plans or authorized <br />by the Engineer. <br />120-13 Basis of Payment. <br />120-13.1 General: Prices and payments for the work items included in <br />this Section will be full compensation for all work described herein, including excavating, <br />dredging, hauling, placing, and compacting; dressing the surface of the earthwork; and <br />maintaining and protecting the complete earthwork. <br />120=13.2 Excavation: The total quantity of all excavation specified under <br />this Section will be paid for at the Contract unit price for Excavation. No payment will be made <br />for the excavation of any materials which are used for purposes other than those shown in the <br />plans or designated by the Engineer. No payment will be made for materials excavated <br />outside the lines and grades given by the Engineer, unless specifically authorized by the <br />Engineer. <br />120-13.3 Embankment: The total quantity of embankment specified in <br />this Section will be paid for at the Contract unit price for embankment. No payment will be <br />made for materials which are used for purposes other than those shown in the plans or <br />designated by the Engineer. No payment will be made for materials placed outside the lines <br />and grades given by the Engineer. <br />Payment shall be made under: <br />Bid Item No. 120-6 -Embankment (Compacted in Place) - Per Cubic Yard <br />01025-30 Technical Specifications <br />F:\Public Works\ENGINEERING DIVISION PROJECTS\1024-17thStreet and IR Blvd Intersection\Admim\Contract Documents\Technical <br />Specifications.doc <br />