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CITY OF EVERETT SPECIAL PROVISIONS <br /> <br />3rd Ave Water Quality Facility Division 5 – SURFACE TREATMENTS September 12, 2024 <br />AND PAVEMENTS <br />WO No. – UP 3775 SP - 168 <br />5-04.3(15) Sealing Pavement Surfaces <br />Apply a fog seal where shown in the plans. Construct the fog seal in <br />accordance with Section 5-02.3. Apply the fog seal prior to opening to traffic <br />unless Engineer approves otherwise. <br />5-04.3(16) HMA Road Approaches <br />Construct HMA approaches at the locations shown in the Plans or where <br />staked by the Engineer. Perform the Work in accordance with Section 5-04. <br />5-04.4 Measurement <br />Bid items of Work completed pursuant to the Contract Documents will be measured as <br />described in Division B – Bid Item Descriptions of these Special Provisions and Section 1- <br />09 MEASUREMENT AND PAYMENT of the Standard Specifications. <br />5-04.5 Payment <br />Payment for bid items of Work completed pursuant to the Contract Documents will be as <br />described in Division B – Bid Item Descriptions of these Special Provisions and Section 1- <br />09 MEASUREMENT AND PAYMENT of the Standard Specifications. <br /> <br />Supplement Division 5 of the Standard Specifications by adding the following: <br />5-06 PAVEMENT PATCHING <br />(******) <br />5-06.1 Description <br />This Work shall consist of the reconstruction and patching of trenches and other <br />excavations in paved streets and other paved areas. <br />5-06.2 Materials <br />Provide materials conforming to the requirements specified for the materials in Sections 5- <br />04 & 5- 05 of the Standard Specifications except as modified by these Special Provisions. <br />For HMA pavement patching provide HMA CL 1/2”, PG 64-22 as specified in Section 5-04 <br />of the Standard Specifications. <br />Provide asphalt for temporary pavement patch as either: cold mix asphalt (MC 250) per <br />Section 9-02 of the Standard Specifications or hot mix asphalt (HMA CL 1/2”, PG 64-22). <br />Mineral aggregate of MC 250 shall meet the same requirements as the aggregates used in <br />HMA CL 1/2”, PG 64-22. <br />Provide crushed surfacing top course used for pavement patching conforming to the <br />requirements of 9-03.9(3) of the Standard Specifications. <br />5-06.3 Construction Requirements <br />5-06.3(1) General <br />Schedule pavement patching to accommodate the demands of traffic and perform as <br />rapidly as possible to provide maximum safety and convenience to public traffic. <br />Placing and compact the trench backfill and the preparation and compaction of the <br />subgrade in accordance with the various applicable sections of the Standard <br />Specifications except as modified by these Special Provisions. <br />Before the pavement patch is to be constructed saw cut the pavement so that the <br />marginal edges of the patch will form a rectangular shape with straight edges and <br />vertical faces.