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Const. <br /> Limits of Clearing and Grubbing <br /> I <br /> I <br /> 4' •4' 12' — 12' 4' <br /> 22' Pavement Renforcing Fabric <br /> Var. Var. <br /> Conform r $%- �8% — Var Conform <br /> �� <br /> Imported I <br /> Borrow (Typ.) Existing Roadway i 0.25' Asphalt Concrete Overlay <br /> TYPICAL SECTION <br /> Sta. 185+80 to Sta. 323+00 <br /> GENERAL NOTES: <br /> D <br /> n <br /> D <br /> C1D <br /> D p <br /> } GEN 1 . All earthwork (except for final grading of the shoulders 4. Asphalt Concrete surfacing shall be placed in 2 layers of <br /> and placement of shoulder backing material) shall be approximately equal thickness. Pavement Reinforcing Fabric <br /> . Limits of Mailbox Relocation completed prior to placing finished course of shall be placed between the layers, <br /> m asphalt concrete. <br /> * Limits of Earthwork (Misc Areas)—See 5. Survey Monument Frames and Covers shall be adjusted <br /> M General Note #1 to finished grade at the following locations: Sta. 264+51t, <br /> Z 2. The Imported Borrow shall be a cohesive type material and Sta. 317+49t. Exact locations to be determined by <br /> D • Gravel Shoulder—See General Note #3 selected for its ability to resist erosion. The the Engineer. <br /> M Resistance (R—Value) and Sand Equivalent <br /> requirement shall be waived. 6. Place Survey Monument Frame and Cover at Sta. 291+07t . <br /> Exact location to be determined by the Engineer. <br /> ry 3. Graveled shoulders shall be constructed by uniformly <br /> D placing shoulder backing material at the rate of 3 tons 7. The contractor shall conduct the A.C. Planing operation <br /> £ per station per side. The completed shoulder shall be in a manner as not to damage the Traffic Signal Loop <br /> • m graded flush with the edge of pavement. Detector at Lathrop Road Intersection. <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION UNION ROAD RESURFACING Sheetof No. <br /> `ti GENERAL NOTES Lathrop Road to French Camp Road <br /> Drawn By Date Project Engineer Date Checked Date Submitted Date p prataRecommended Date <br /> San Adlong 2/95 kT4 3' ys 1X*4d 'x//31 .g -/K` 47I✓ <br />