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Establish the longitudinal profile of the milled surface by a mobile string line on the side of <br />the cut nearest the centerline of the road. Establish the cross slope of the milled surface by <br />an automatic cross slope control mechanism or by a second skid sensing device located on the <br />opposite edge of the cut. The Engineer may waive the requirement for automatic grade and <br />cross slope controls where conditions warrant. <br /> Operate the milling equipment so as to prevent damage to the underlying pavement structure, <br />utilities, drainage facilities, curb and gutter, paved surfaces outside the milled area and any <br />other appurtenances. Produce milled pavement surfaces that are reasonably smooth and free <br />of excessive scarification marks, gouges, ridges, continuous grooves or other damage. Repair <br />any leveling or patching required as a result of negligence by the Contractor with hot asphalt <br />plant mix in a manner acceptable to the Engineer. Coordinate the adjustment of manholes, <br />meter boxes and valve boxes with the milling operation in accordance with Article 858-3 <br />including a temporary asphalt ramp. <br />When necessary, the contractor may remove the top section of a utility and use a bridge steel <br />plate placed to cover the entire width of the structure, ensuring no debris is dropped inside the <br /> structure. Backfill with compacted material and hot mix asphalt as a temporary riding surface <br />as well as any further necessary requirements of the utility owner. This steel plate must be <br />capable of carrying any traffic load carried by the facility. Where necessary, double-reference <br />the location of each structure that has been removed and maintain a map of their location. <br />Construct a temporary ramp of asphalt plant mix to extend a minimum of 3 ft around raised <br />structures before opening to traffic. <br />The Engineer may require re-milling of any area exhibiting laminations or other defects. <br />Thoroughly clean the milled pavement surface of all loose aggregate particles, dust and other <br />objectionable material. Disposing or wasting of oversize pieces of pavement or loose <br />aggregate material will not be permitted within the right of way. <br />Conduct pavement removal operations so as to effectively minimize the amount of dust being <br />emitted. Plan and conduct the operation so it is safe for persons and property adjacent to the <br />work including the traveling public. <br />TOLERANCE <br />Remove the existing pavement to the depth required by the contract. The Engineer may vary <br />the depth of milling. <br />MEASUREMENT AND PAYMENT <br />(A) Milled Asphalt Pavement <br />Milled Asphalt Pavement, __" Depth and Milling Asphalt Pavement, __" to __" to be paid <br />will be the actual number of square yards of pavement surface milled in accordance with <br />this Specification. In measuring this quantity, the length will be the actual length milled, <br />measured along the pavement surface. The width will be the width required by the plans <br />or directed, measured along the pavement surface. <br />(B) Milled Asphalt Pavement Depth Varies from Required Depth <br />Where the depth of milling varies from the required depth, no adjustment in the contract <br />unit price for Milling Asphalt Pavement, __" Depth and Milling Asphalt <br />Pavement, __" to __" will be made, except if the Engineer directs the depth of milling per <br />106 <br />DocuSign Envelope ID: 797C32F6-C1CE-44EB-BF17-813A5939396C