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<br />Fulton Street Pedestrian Bicycle Corridor PAGE 95 OF 114 CONTRACT <br />FEDERAL AID # TAP-0420(026) <br />WO #3785 September 6, 2024 <br /> <br />The completed surface of all courses shall be of uniform texture, smooth, uniform as to 1 <br />crown and grade, and free from defects of all kinds. The completed surface of the 2 <br />wearing course shall not vary more than ⅛ inch from the lower edge of a 10 -foot 3 <br />straightedge placed on the surface parallel to the centerline. The transverse slope of the 4 <br />completed surface of the wearing course shall vary not more than ¼ inch in 10 feet from 5 <br />the rate of transverse slope shown in the Plans. 6 <br /> 7 <br />When deviations in excess of the above tolerances are found that result from a high 8 <br />place in the HMA, the pavement surface shall be corrected by one of the 9 <br />following methods: 10 <br /> 11 <br />1. Removal of material from high places by grinding with an approved grinding 12 <br />machine, or 13 <br />2. Removal and replacement of the wearing course of HMA, or 14 <br />3. By other method approved by the Engineer. 15 <br /> 16 <br />Correction of defects shall be carried out until there are no deviations anywhere greater 17 <br />than the allowable tolerances. 18 <br /> 19 <br />Deviations in excess of the above tolerances that result from a low place in the HMA and 20 <br />deviations resulting from a high place where corrective action, in the opinion of the 21 <br />Engineer, will not produce satisfactory results will be accepted with a price adjustment. 22 <br />The Engineer shall deduct from monies due or that may become due to the Contractor 23 <br />the sum of $500.00 for each and every section of single traffic lane 100 feet in length in 24 <br />which any excessive deviations described above are found. 25 <br /> 26 <br />When utility appurtenances such as manhole covers and valve boxes are located in the 27 <br />traveled way, the utility appurtenances shall be adjusted to the finished grade prior to 28 <br />paving. This requirement may be waived when requested by the Contractor, at the 29 <br />discretion of the Engineer or when the adjustment details provided in the project plan or 30 <br />specifications call for utility appurtenance adjustments after the completion of paving. 31 <br /> 32 <br />Utility appurtenance adjustment discussions will be included in the Pre -Paving planning 33 <br />(5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior 34 <br />to the start of paving. 35 <br /> 36 <br />5-04.3(14) Planing (Milling) Bituminous Pavement 37 <br />The Contractor shall call for locates before planing any HMA pavement. Any induction 38 <br />loop vehicle detectors which are within the planing area shall be discussed with the 39 <br />inspector prior to planing to see if the planing limits can be modified to save the loops. 40 <br />Any loops which are damaged in the planing process shall be replaced prior to the final 41 <br />overlay. The electrical subcontractor shall be on -call and the loops shall be replaced 42 <br />within 5 working days of the planing operation and paved within 3 working days of the 43 <br />loop installation. See Section 8 -20 of the Specifications for details on loop installation 44 <br />and payment. 45 <br /> 46 <br />Planing shall be performed in such a manner that the underlying pavement is not torn, 47 <br />broken, or otherwise damaged by the planing operation. The surface of the underlying 48