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Const. GENERAL NOTES: <br /> * Limits of Clearing and Grubbing <br /> 1. All earthwork (except for final grading of the shoulders and <br /> Refer to 12' 12' Refer to placement of shoulder backing material) shall be completed <br /> Shld. Details Shld. Details prior to placing finished course of asphalt concrete. <br /> ( 2. The contractor shall conduct his earthwork operation so as <br /> Var. Vacs to not modify or obstruct the existing drainage. <br /> 3. The Imported Borrow material shall be a clay type material <br /> selected for its ability to resist erosion. The Resistance <br /> - ..�._A (R—value) and Sand Equivalent requirement shall be waived. <br /> Existing Roadway 0.30' Asphalt Concrete Overlay 4. Groveled shoulders shall be constructed by uniformly placing <br /> shoulder backing material at the rate of 3 tons per <br /> LEGEND station per side. The completed shoulder shall be graded <br /> flush with the edge of pavement. <br /> • Limits of Mailbox TYPICAL SECTION 5. Where superelevations exist on horizontal curves, the new <br /> Relocation surface slope and drainage shall conform to existing. <br /> * Limits of Earthwork Sta. 120+56 to Std. 204+00 6. Existing pavement markers may remain in place where <br /> (Misc. Areas)— See asphalt concrete overlay thickness is 0.25' or greater. <br /> General Notes #1 & #2 <br /> ♦ Graveled Shoulder— 7. Conform to face of dike at Live Oak Road Intersection. <br /> See General Note #4 <br /> Const. Const. <br /> Const. <br /> L * Limits of Clearing • Limits of Clearing <br /> �. y and Grubbing and Grubbing Limits of Clearing <br /> m > <br /> and Grubbing <br /> N 12' r♦4_ 4 12' 4' 2' <br /> 2' � 4' <br /> Var. Conform <br /> Var., gy Var., <br /> or Conform - t'o� I Var. Vo r. <br /> o -� <br /> 0- <br /> 0,15' <br /> A.C. <br /> 3 0.30' A.C. 0 15' A.C. <br /> M 0.30' A.G. <br /> Imported Borrow Shoulder Backing 0.30' A.C. <br /> LA (Variable Depth) Existing A.C. Dike <br /> - A SHOULDER DETAIL SHOULDER DETAIL to remain in place <br /> pn Sta. 120+56 to Sta. 175+30 Lt.) Sta. 175+30 to Sta. 177+21 Lt.) <br /> 47, m SHOULDER DETAIL <br /> £ Sto. 120+56 to Sta. 175+50 Rt.) Sta. 175+50 to Sta. 176+83 Rt.) Sta. 177+21 to Sta. 182+57 Lt. <br /> pp A Sto. 183+75 to Sta. 204+00 Lt.&Rt.) Sta. 182+57 to Sta. 183+75 Lt.&Rt.) Sta. 176+83 to Sta. 182+57 (Rt.) <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AL Eight Mi1R0ADt Live RESURFACING Sheet <br /> 5° <br /> Drawln H Date Project Engineer Date Checkell Date submltted Date gpr4igecommendecl Date <br />