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CITY OF EVERETT SPECIAL PROVISIONS Supplement Division 5 of the Standard Specifications by adding the following: 5-06 PAVEMENT PATCHING (******) 5-06.1 Description This Work shall consist of the reconstruction and patching of trenches and other excavations in paved streets and other paved areas. 5-06.2 Materials Provide materials conforming to the requirements specified for the materials in Sections 5- • 04 & 5- 05 of the Standard Specifications except as modified by these Special Provisions. For HMA pavement patching provide HMA CL 1/2", PG 64-22 as specified in Section 5-04 of the Standard Specifications. For tack coat provide emulsified asphalt grade CSS-1 as specified in 9-02.1(6) of the Standard Specifications. For cement concrete pavement patching provide Type Ill (H.E.S.) with minimum 4,000 psi 28-day compressive strength and having curing time of five days. Provide crushed surfacing top course used for pavement patching conforming to the requirements of 9-03.9(3) of the Standard Specifications. 5-06.3 Construction Requirements 5-06.3(1) General Schedule pavement patching to accommodate the demands of traffic and perform as rapidly as possible to provide maximum safety and convenience to public traffic. Placing and compact the trench backfill and the preparation and compaction of the subgrade in accordance with the various applicable sections of the Standard Specifications except as modified by these Special Provisions. Before the pavement patch is to be constructed saw cut the pavement so that the marginal edges of the patch will form a rectangular shape with straight edges and vertical faces. Provide signs, barricades, lights and other warning devices in accordance with the requirements of the "Manual on Uniform Traffic Control Devices" and maintain 24-hours a day until the patching work is completed and ready for traffic. Complete subgrade compaction prior to the required patching. Compact subgrade to 95-percent as determined by the ASTM D2922 (nuclear method). 5-06.3(2) Cement Concrete Pavement After the Crushed Surfacing Top Course subgrade for the pavement has been constructed and compacted to line and grade, the cement concrete pavement patch shall be placed and struck off to a thickness of one inch greater than the existing pavement or eight inch minimum thickness, whichever is greater. Perform all Work in accordance with Section 5-05 of the Standard Specifications, except as modified by these Special Provisions and Standard Drawing No. 326. Place through joints and dummy joints to match existing or as directed by the Engineer. Finish and brush the surface of the concrete patch with a fiber brush. Place approved curing compound on the finished concrete immediately after finishing. Jackson Park Area Stormwater Separation September 2020 WO No.—UP3703 Division 5—SURFACE TREATMENTS AND PAVEMENTS SP - 149