McCann Construction Enterprises Inc 11/7/2018

I I1 detail shown in the Standard Plan. Con-struct the sawcut in accordance with Section 5- 2 05.3(8)B and the manufacturer's application procedure. 1 3 4 5-04.3(12)B2 Paved Panel Joint Seal 5 Construct the paved panel joint seal in accordance with the requirements specified in I 6 section 5-04.3(12)B1 and the following requirement: 7 8 1. Clean and seal the existing joint between concrete panels in accordance with 9 Section 5-01.3(8) and the details shown in the Standard Plans. 10 11 5-04.3(13) Surface Smoothness t12 The completed surface of all courses shall be of uniform texture, smooth, uniform as to 13 crown and grade, and free from defects of all kinds. The completed surface of the 14 wearing course shall not vary more than 1/8 inch from the lower edge of a 10-foot I 15 straightedge placed on the surface parallel to the centerline. The transverse slope of the 16 completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from 17 the rate of transverse slope shown in the Plans. I18 19 When deviations in excess of the above tolerances are found that result from a high 20 place in the HMA, the pavement surface shall be corrected by one of the 21 following methods: 22 I 23 1. Removal of material from high places by grinding with an approved grinding 24 machine, or 25 2. Removal and replacement of the wearing course of HMA, or I 26 3. By other method approved by the Engineer. 27 28 Correction of defects shall be carried out until there are no deviations anywhere greater I29 than the allowable tolerances. 30 I 31 Deviations in excess of the above tolerances that result from a low place in the HMA and 32 deviations resulting from a high place where corrective action, in the opinion of the 33 Engineer, will not produce satisfactory results will be accepted with a price adjustment. 34 The Engineer shall deduct from monies due or that may become due to the Contractor I35 the sum of$500.00 for each and every section of single traffic lane 100 feet in length in 36 which any excessive deviations described above are found. 1 37 38 When utility appurtenances such as manhole covers and valve boxes are located in the 39 traveled way, the utility appurtenances shall be adjusted to the finished grade prior to mi 40 paving. This requirement may be waived when requested by the Contractor, at the 111 41 discretion of the Engineer or when the adjustment details provided in the project plan or 42 specifications call for utility appurtenance adjustments after the completion of paving. I 43 44 Utility appurtenance adjustment discussions will be included in the Pre-Paving planning 45 (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior 1 46 to the start of paving. N. BROADWAY TRANSIT IMPROVEMENT PROJECT ISTATE FUND#GCB2316; COE WO#3644 93 August 8, 2018