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CITY OF EVERETT SPECIAL PROVISIONS <br /> <br />3rd Ave Water Quality Facility Division 5 – SURFACE TREATMENTS September 12, 2024 <br />AND PAVEMENTS <br />WO No. – UP 3775 SP - 163 <br />5-04.3(12)B2 Paved Panel Joint Seal <br />Construct the paved panel joint seal in accordance with the <br />requirements specified in section 5-04.3(12)B1 and the following <br />requirement: <br />a. Clean and seal the existing joint between concrete panels in <br />accordance with Section 5-01.3(8) and the details shown in the <br />Standard Plans. <br /> <br />5-04.3(13) Surface Smoothness <br />Provide the completed surface of all courses having uniform texture, smooth, <br />uniform as to crown and grade, and free from defects of all kinds. Provide <br />wearing course completed surface that does NOT vary more than 1/8 inch <br />from the lower edge of a 10-foot straightedge placed on the surface parallel to <br />the centerline. Provide the transverse slope of the wearing course completed <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 <br />approved 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 <br />than 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 <br />from a high place where corrective action, in the opinion of the Engineer, will <br />not produce satisfactory results. The Engineer will deduct from monies due <br />or that may become due to the Contractor the sum of $500.00 for each and <br />every section of single traffic lane 100 feet in length in which any excessive <br />deviations 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 />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 <br />planning (5-04.3(14)B3). Submit a written request to waive this requirement <br />to the 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.