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CITY OF EVERETT SPECIAL PROVISIONS <br /> <br />Beverly Lake Water Quality Retrofit Division 5 – SURFACE TREATMENTS August 2023 <br /> <br />AND PAVEMENTS <br />WO No. – UP3745 SP - 176 <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 />final wearing course. The dimensions of the wedge must be as shown on the <br />planing plan or as specified by the Engineer. <br />Plane a tapered wedge cut at transitions to adjoining pavement surfaces (meet <br />lines) where butt joints are shown on the Plans. Cut butt joints in a straight line <br />with vertical faces two inches or more in height, producing a smooth transition <br />to the existing adjoining pavement. <br />After planing is complete, sweep and clean planed surface, and if Contract <br />requires, patch and pre-level. <br />The Engineer may direct additional depth planing. Before performing this <br />additional depth planing. Conduct a hidden metal in pavement detection survey <br />as specified in Section 5-04.3(14)A. <br />5-04.3(14)A Pre-Planing Metal Detection Check <br />Before starting pavement planing and before any additional depth <br />planing required by the Engineer, conduct a physical survey of existing <br />pavement being planed with equipment that can identify hidden metal <br />objects. <br />Promptly notify Engineer should such metal be identified. <br />See Section 1-07.16(1) regarding the protection of survey <br />monumentation that may be hidden in pavement. <br />The Contractor is solely responsible for any damage to equipment <br />resulting from the Contractor’s failure to conduct a pre-planing metal <br />detection survey, or from the Contractor’s failure to notify the Engineer of <br />any hidden metal that is detected. <br />5-04.3(14)B Paving and Planing Under Traffic <br />5-04.3(14)B1 General <br />In addition the requirements of Section 1-07.23 and the traffic controls <br />required in Section 1-10, and unless the Contract specifies otherwise <br />or the Engineer approves, comply with the following: <br />1. Intersections: <br />a. Keep intersections open to traffic at all times, except <br />when paving or planing operations through an <br />intersection requires closure. Keep such closure to the <br />minimum time required to place and compact the HMA <br />mixture or plane as appropriate. For paving, schedule <br />such closure to individual lanes or portions thereof that <br />accommodates the required the traffic volumes and <br />schedule of traffic volumes noted in the approved traffic <br />control plan. Schedule work so that adjacent <br />intersections are not impacted at the same time and <br />comply with the Traffic Engineer’s traffic control <br />restrictions. Address each individual intersection closure <br />or partial closure in the traffic control plan that was <br />submitted to and accepted by the Engineer in accordance <br />with Section 1-10.2(2). <br />b. When planing or paving and related construction must <br />occur in an intersection, consider scheduling and