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Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> Limits of Earthwork (Misc. Areas) <br /> ------- '► 12' 12' *4 4' <br /> 22' Pavement Reinforcing Fabric <br /> I <br /> Var. — Var. 8_=a <br /> Vpr Conform <br /> Conform <br /> Imported Borrow I Existing Roadway 0.35' Asphalt Concrete Overlay <br /> (Typ ) <br /> Shoulder Backing <br /> TYPICAL SECTION (Typ.) <br /> Sta. 0+37 to Sta. 86+00 <br /> a <br /> D <br /> n n <br /> LEGEND GENERAL NOTES <br /> 0 <br /> a <br /> • Limits of Mailbox 1 . Imported Borrow shall be a cohesive material selected for 5. All earthwork (except for final grading of the shoulders and <br /> '— Relocation its ability to resist erosion. R—value and Sand Equivalent placement of shoulder backing material) shall be completed <br /> M requirements shall be waived for this material. prior to placing finished course of asphalt concrete. <br /> zGravel shoulder—see <br /> 2. Where superelevations exist on horizontal curves, the new 6. Pavement Reinforcing Fabric shall be placed between the <br /> m General Note No. 4 surface slope and drainage shall conform to existing. layers where the Asphalt Concrete overlay thickness is <br /> 3. The contractor shall conduct his earthwork operation so as greater than 0.17'. <br /> not to obstruct the existing drainage. 7. Existing pavement markers may remain in place where <br /> 4. Graveled shoulders shall be constructed by uniformly placing Asphalt Concrete overlay thickness is 0.25' or greater. <br /> . D "Shoulder Backing' material at a rate of 3 tons per station <br /> > (each side). The completed shoulder shall be flush with the <br /> M edge of pavement. <br /> o COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION ALPINE ROAD RESURFACING sheet <br /> Copperopolis Road to State Route 26 2 of 5 5 <br /> Drawn By Date Project Engineer Date Checked Date Submitted Date Ap roval R ommended Date <br /> J Gwcrder 9/92 QlQit I/94 2-��J+f J /st Z //9t <br /> ell <br /> I <br />