Rodarte Construction 4/29/2019 - Laserfiche WebLink

I CITY OF EVERETT SPECIAL PROVISIONS The thickness shall be one inch thicker than the existing concrete base or six inch, whichever is greater. The top surface of the concrete patch shall match the top surface of the existing concrete base; in no case shall the top of the concrete be higher than the top of the existing concrete base. Brush finishing will not be required. Joints shall be placed to match existing or as directed by the Engineer. 1 HMA plant mix shall not be placed until three days after the cement concrete base has been placed or otherwise permitted by the Engineer. The HMA plant mix shall not be placed until the concrete base has received a tack coat of CRS-2 at a rate of 0.12 to 0.20-gallons per square yard. The edges of the existing asphalt and castings shall also be painted with the tack coat. The HMA pavement shall then be placed, leveled, and compacted to conform to the surface of the existing HMA. Immediately thereafter, all joints between the new and original asphalt pavement shall be painted with CSS-1 asphalt emulsion and covered with dry sand before the asphalt solidifies. Asphalt shall be compacted to 92-percent of maximum density as determined by WSDOT Test Method 705. 5-06.3(4) HMA on Granular Base After the Crushed Surfacing Top Course subgrade has been leveled and compacted, HMA CL 1/2", PG 64-22 shall be placed to a thickness of one inch greater than the existing asphalt pavement depth or to a minimum of three inches, whichever is greater. Asphalt shall be compacted to 92-percent of maximum density as determined by VVSDOT Test Method 705. 5-06.3(5) Untreated Roadway Surfaces Existing crushed rock, gravel, and oil mat streets shall be restored with Crushed Surfacing Top Course to a compacted depth of four inches within the neat lines of the trench. Crushed surfacing shall be mixed, placed, spread and shaped in accordance with the requirements of Section 4-04 of the Standard Specifications. Section 5-06.3(6) is deleted and replaced by the following: I 5-06.3(6) Temporary Roadway Patching General Temporary roadway patch refers to Contractor developed means and methods to provide temporary restoration of existing roadway surfaces removed to accommodate construction. Temporary roadway patch also includes any work required to protect newly installed permanent roadway surfacing prior to it being opened to traffic. Temporary roadway patch shall be in place as required to meet lane closure restrictions per Section 1-07.23. Description ' The bid item shall include all labor, materials, tools and equipment to furnish, place, and maintain the temporary patch in such a manner to prevent traffic hazards until the permanent pavement surface has been installed and is open to traffic, including but not ' limited to removal and/or disposal of the temporary patch materials. Upon failure of the Contractor to immediately provide corrective action to place and/or repair temporary roadway patch when ordered by the Engineer, the Contracting Agency may, without further notice to the Contractor or Surety, perform any of the above and deduct all costs from the Contractor's payment. 1 Alverson Stormwater Separation February 2019 WO No. - UP3660 Division 5—SURFACE TREATMENTS AND PAVEMENTS SP-150