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Const. <br /> 49 Limits of Clearing and Grubbing — a 12' 12' Q� <br /> Li w <br /> 4' A8' 12' 12' A8' 4' <br /> C <br /> C <br /> 22' Pavement Reinforcing Fabric <br /> Conform I Conform <br /> Var. Var. <br /> Imported Borrow 0.25' Asphalt Concrete Overlay <br /> (Typical) Existing Roadway7� <br /> TYPICAL TRAFFIC <br /> LANE LAYOUT <br /> TYPICAL SECTION <br /> Sta. 156+40f to Sta. 261 +70f <br /> M GENERAL NOTES <br /> a <br /> aD <br /> i D <br /> 0 1 . All earthwork (except for final grading of the shoulders 4. Asphalt Concrete surfacing shah be placed in 2 layers of <br /> 0 and placement of shoulder backing material) shall be approximately equal thickness. Pavement Reinforcing Fabric <br /> completed prior to placing finished course of asphalt shall be placed between the layers. Pavement markers may <br /> LEGEND concrete. remain in place. <br /> F_ 2. Gravel shoulders shall be constructed by uniformly 5. Survey Monument Frames and Covers shall be adjusted <br /> o m • Limits of Mailbox Relocation placing shoulder backing material at the rate of 6 tons to finished grade at the following locations: Sta. 158+15.10±, <br /> 0 D per station per side. The completed shoulder shall be Sta. 211 +08.62± and Sta. 237+62.16±. Exact location to be <br /> U' 3 SIE Limits of Earthwork (Mist. Areas)—See graded flush with the edge of pavement. determined by the Engineer. <br /> M <br /> General Note No. 1 <br /> 3. Placement of Asphalt Concrete Leveling or Surfacing <br /> Gravel Shoulder—See General Note No. 3 shall not begin until asphalt concrete used in pavement <br /> ty repair has been in place for 36 hours. <br /> U) A <br /> D <br /> M <br /> .Z) <br /> Z TYPICAL SECTION ESCALON—BELLOTA ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE GENERAL NOTES (Copperopolis Road to 2.0 Miles North) 2 of 6 <br /> Drawn By Date Protect Engineer Date Checked Date Submitted Date v Recor�nended Date <br />