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CITY OF EVERETT SPECIAL PROVISIONS I <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 1 <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 I <br /> Before starting pavement planing and before any additional depth planing <br /> required by the Engineer, conduct a physical survey of existing pavement <br /> being planed with equipment that can identify hidden metal objects. <br /> Promptly notify Engineer should such metal be identified. <br /> See Section 1-07.16(1) regarding the protection of survey monumentation <br /> 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 <br /> sequencing such work into quarters of the intersection, or <br /> half or more of an intersection with side street detours. <br /> Be prepared to sequence the work to individual lanes or <br /> portions thereof. <br /> Watermain Replacement"U" Division 5—SURFACE TREATMENTS October 1, 2019 <br /> AND PAVEMENTS <br /> WO No.—UP3698 SP-164 <br />