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CITY OF EVERETT SPECIAL PROVISIONS I <br /> Perform all Work accordance with Section 5-05 of the Standard Specifications, except <br /> as modified by these Special Provisions and Standard Drawing No. 326. <br /> Hand screeding and float finishing of cement concrete pavement patch is allowable. <br /> Cut cores in accordance with 5-05.3(7) of the Standard Specifications at the rate of one <br /> core per block. , <br /> Form transverse construction joints to match existing pavement transverse joints using <br /> a suitable power driven concrete saw. <br /> Place cement concrete pavement directly against the bare sawcut vertical face of the <br /> adjacent concrete pavement. <br /> Finish surface using broom in direction perpendicular to the centerline with a fiber brush. <br /> Date stamping pavement will not be required. <br /> Cure cement concrete pavement in accordance with 5-05.3(13) of the Standard <br /> Specifications. ' <br /> Cement concrete pavement will be measured and paid for by the square yard of <br /> completed pavement patch. <br /> 5-06.3(3) Cement Concrete Pavement Resurfaced with HMA <br /> Patch streets having cement concrete pavements surfaced with HMA as shown on <br /> Standard Drawing No. 326. <br /> The top surface of the concrete patch shall match the top surface of the existing concrete <br /> base; in no case shall the top of the concrete be higher than the top of the existing <br /> concrete base. Brush finishing will not be required. Joints shall be placed to match , <br /> existing or as directed by the Engineer. <br /> HMA plant mix shall not be placed until three days after the cement concrete base has <br /> been placed or otherwise permitted by the Engineer. The HMA plant mix shall not be <br /> placed until the concrete base has received a tack coat of CRS-2 at a rate of 0.12 to <br /> 0.20-gallons per square yard. The edges of the existing asphalt and castings shall also <br /> be painted with the tack coat. The HMA pavement shall then be placed, leveled, and <br /> compacted to conform to the surface of the existing HMA. Immediately thereafter, all <br /> ;flints between the new and original asphalt pavement shall be painted with (vSS-1 <br /> asphalt emulsion and covered with dry sand before the asphalt solidifies. <br /> Asphalt shall be compacted to 92-percent of maximum density as determined by <br /> 1NSDOT Test Method 705. <br /> 5-06.3(4) HMA on Granular Base , <br /> After the Crushed Surfacing Top Course subgrade has been leveled and compacted, <br /> HMA CL 1/2", PG 64-22 shall be placed to a thickness of one inch greater than the existing <br /> asphalt pavement depth or to a minimum of three inches, whichever is greater. Asphalt <br /> shall be compacted to 92-percent of maximum density as determined by WSDOT Test <br /> Method 705. <br /> 5-06.3(5) Untreated Roadway Surfaces <br /> Existing crushed rock, gravel, and oil mat streets shall be restored with Crushed <br /> Surfacing Top Course to a compacted depth of four inches within the neat lines of the I <br /> Cleveland Avenue Division 5—SURFACE TREATMENTS November 2018 <br /> Sewer System Replacement and AND PAVEMENTS <br /> Storm Water Separation <br /> Work Order No. UP3398 SP -166 <br />