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CITY OF EVERETT SPECIAL PROVISIONS <br /> surface that does NOT vary more than 1/4 inch in 10 feet from the rate of <br /> transverse slope shown in the Plans. <br /> When deviations in excess of the above tolerances are found that result from <br /> a high place in the HMA, correct the pavement surface using one of the <br /> following methods: <br /> a. Removal of material from high places by grinding with an approved <br /> grinding machine, or <br /> b. Removal and replacement of the wearing course of HMA, or <br /> c. By other method approved by the Engineer. <br /> Carry out defect correction until there are no deviations anywhere greater than <br /> the allowable tolerances. <br /> City will accept with a price adjustment deviations in excess of the above <br /> tolerances that result from a low place in the HMA and deviations resulting from <br /> a high place where corrective action, in the opinion of the Engineer, will not <br /> produce satisfactory results. The Engineer will deduct from monies due or that <br /> may become due to the Contractor the sum of $500.00 for each and every <br /> section of single traffic lane 100 feet in length in which any excessive deviations <br /> described above are found. <br /> When utility appurtenances such as manhole covers and valve boxes are <br /> located in the traveled way, adjust the utility appurtenances to the finished <br /> 1 grade prior to paving. If Contractor requests, Engineer may waive this <br /> requirement or when the adjustment details provided in the project plan or <br /> specifications call for utility appurtenance adjustments after the completion of <br /> paving. <br /> Include utility appurtenance adjustment discussions in the Pre-Paving planning <br /> (5-04.3(14)B3). Submit a written request to waive this requirement to the <br /> Engineer prior to the start of paving. <br /> 5-04.3(14) Planing (Milling) Bituminous Pavement <br /> Engineer must approve the planing plan. Hold, with Engineer, a pre-planing <br /> meeting prior to the start of any planing. See Section 5-04.3(14)B2 for <br /> information on planing submittals. <br /> Refer to the Plans for locations of existing surfacing being planed. <br /> Where planing an existing pavement is specified in the Contract Documents, <br /> remove existing surfacing material and reshape the surface to remove <br /> irregularities. The finished product must be a prepared surface acceptable for <br /> receiving an HMA overlay. <br /> Use the cold milling method for planing unless otherwise specified in the <br /> Contract. Do NOT use the planer on the final wearing course of new HMA. <br /> ' Conduct planing operations in a manner that does not tear, break, burn, or <br /> otherwise damage the surface to remain. The finished planed surface must be <br /> slightly grooved or roughened and must be free from gouges, deep grooves, <br /> ridges, or other imperfections. Repair any damage to the surface planing <br /> equipment makes using an Engineer approved method. <br /> Repair or replace any metal castings and other surface improvements <br /> damaged by planing as confirmed by the Engineer. <br /> Plane a tapered wedge cut longitudinally along curb lines sufficient to provide <br /> a minimum of 4 inches of curb reveal after placement and compaction of the <br /> Watermain Replacement"U" Division 5—SURFACE TREATMENTS October 1, 2019 <br /> AND PAVEMENTS <br /> WO No.—UP3698 SP-163 <br />