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CITY OF EVERETT SPECIAL PROVISIONS <br /> <br />Water Main Replacement “Y” – Ph 2 Div 5 – SURF TREATMTS & PVMTS October 2025 <br />Work Order No. UP 3814 SP-174 <br />Category 2: Sensitive information <br />Category 2: For official use only / disclosure permissible by law. <br />in accordance with Section 5-05.3(8)B and the manufacturer’s application <br />procedure. <br />5-04.3(12)B2 Paved Panel Joint Seal <br />Construct the paved panel joint seal in accordance with the requirements <br />specified in section 5-04.3(12)B1 and the following 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 />5-04.3(13) Surface Smoothness <br />Provide the completed surface of all courses having uniform texture, smooth, uniform as <br />to crown and grade, and free from defects of all kinds. Provide wearing course <br />completed surface that does NOT vary more than 1/8 inch from the lower edge of a 10- <br />foot straightedge placed on the surface parallel to the centerline. Provide the transverse <br />slope of the wearing course completed surface that does NOT vary more than 1/4 inch <br />in 10 feet from the rate of transverse slope shown in the Plans. <br />When deviations in excess of the above tolerances are found that result from a high <br />place in the HMA, correct the pavement surface using one of the following methods: <br />a. Removal of material from high places by grinding with an approved grinding <br />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 the <br />allowable tolerances. <br />City will accept with a price adjustment deviations in excess of the above tolerances that <br />result from a low place in the HMA and deviations resulting from a high place where <br />corrective action, in the opinion of the Engineer, will not produce satisfactory results. The <br />Engineer will deduct from monies due or that may become due to the Contractor the sum <br />of $500.00 for each and every section of single traffic lane 100 feet in length in which <br />any excessive deviations described above are found. <br />When utility appurtenances such as manhole covers and valve boxes are located in the <br />traveled way, adjust the utility appurtenances to the finished grade prior to paving. If <br />Contractor requests, Engineer may waive this requirement or when the adjustment <br />details provided in the project plan or specifications call for utility appurtenance <br />adjustments after the completion of paving. <br />Include utility appurtenance adjustment discussions in the Pre-Paving planning (5- <br />04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to <br />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 meeting <br />prior to the start of any planing. See Section 5-04.3(14)B2 for information on planing <br />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, remove <br />existing surfacing material and reshape the surface to remove irregularities. The finished <br />product must be a prepared surface acceptable for receiving an HMA overlay.