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2023 Docket Enabling Ordinance December 19, 2023 <br />Page 149 <br /> <br /> <br />16. All backfill and embankment shall be compacted in accordance with <br />WSDOT Standard Specifications Section 2-03.3(14)C, Compacting Earth <br />Embankment, Method B. <br />17. Where newly constructed paving meets existing paving, the applicant <br />shall saw cut and remove the existing pavement to provide a butt-joint <br />and a smooth transition from existing to proposed paving. Application of <br />a thin tack coat of emulsified asphalt shall be applied to the existing <br />vertical edge to ensure proper bonding. <br />18. The completed surface of all courses shall be of uniform texture, smooth, <br />with a consistent crown and grade, and free from all defects. The <br />completed surface of the wearing course shall not vary more than 1/8 <br />inch from the lower edge of a 10 foot straightedge placed on the surface <br />parallel to the centerline. The transverse slope of the completed surface of <br />the wearing course shall vary not more than 1/4 inch in 10 feet from the <br />rate of transverse slope shown on the plans. <br />19. Subgrade, embankment, base course, top course, pavement, pipe bedding <br />and trench backfill shall be tested for compaction before subsequent <br />courses are constructed. <br />20. Materials sampling and testing shall be at a frequency and magnitude as <br />specified in the Standard Specifications or determined by the County <br />Engineer. Private third party and independent testing laboratory may <br />perform testing and sampling. Certified test reports shall be furnished to <br />the County Engineer for all tests performed. <br />Article XI. Standard Plans <br />Except where otherwise noted, the following standard plans and details for Kittitas County <br />shall be used for all roadway, bridge, and storm drainage work in Kittitas County. <br /> <br />A. Typical Roadway Sections: <br /> <br />Standard Plan 1 County Rural Arterial