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Const. <br /> • Limits of Clearing and Grubbing <br /> and Earthwork Misc. Areas <br /> 4' 4' 10' 10' 4' <br /> LI 20' Pavement Reinforcing Fabric <br /> Conform _ Var. i Var. _ I Conform <br /> — Imported Borrow <br /> 0 <br /> .10'A.C. T �TYP ) <br /> Existing Roadway <br /> 0.25' Asphalt Concrete Overlay <br /> * Limits of Mailbox Relocation <br /> TYPICAL SECTION <br /> 6 m Sta. 0+50 to Sta. 47+00 <br /> 3 z <br /> N m <br /> M <br /> O .GENERAL NOTES <br /> 0 <br /> 1. Imported Borrow shall be cohesive material selected for 4. Pavement Reinforcing Fabric shall be placed between the <br /> M <br /> its ability to resist erosion. The R—Value requirement layers where the Asphalt Concrete overlay thickness is <br /> U shall be waived for this material. The Sand Equivalent greater than 0.17'. <br /> = for this material shall not have a value greater than 10. <br /> M 5. Survey Monument Frame and Cover located 5'f right of <br /> 2. All earthwork, except for final grading of the shoulders, Sta. 23+95t shall be adjusted to finished grade. Exact <br /> z shall be completed prior to placing finished course of location to be determined by the engineer. <br /> o Asphalt Concrete. <br /> 3. Placement of Asphalt Concrete Surfacing shall not begin <br /> until Asphalt Concrete used for Pavement Repair has <br /> o been in place for a minimum of 36 hours. <br /> z <br /> 0 <br /> M COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION HILDRETH LANE RESURFACING Sheet No. <br /> No. 99 Frontage Rd. to Alhambra Ave. 2 of 5 <br /> Drawn By Date Project Engineer Dote Checked Date Submitted Date r va R ommended Date <br /> 6//4/93 kap V"%M I 6/isM �idAlZl�t� <br />