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i <br /> Const. <br /> * Limits of Clearing and Grubbing <br /> Earthwork (Miscellaneous Areas) <br /> 0' 10' <br /> A4' 4'• 20' Pavement Reinforcing Fabric 4 A <br /> 4 <br /> Var. Var._ 87 <br /> Conform Jo< Va Conform <br /> L-- - - -r--- - - - - - - — -- - - ------- --- - - <br /> Existing <br /> Roadway 0.30' Asphalt Concrete Overlay <br /> Imported Borrow TYPICAL SECTION Imported Borrow <br /> Sta. 0+40 to Sta. 48+52 <br /> • 8't Sta. 29+ 80 to Sta. 30+60 (Lt.) <br /> A 14'f Sta. 30+ 60 to Sta. 31 + 25 (Rt.) <br /> i <br /> 0 <br /> LEGEND GENERAL NOTES <br /> n <br /> $ • Limits of Mailbox 1. Asphalt concrete surfacing shall be placed in 2 layers of 5. Observation Monitoring Wells at Sta.35+25t(Rt.), Sta.42+25(Rt.) <br /> R Relocation approximately equal thickness. Pavement Reinforcing Fabric and Sta.45+25t(Rt.), within the shoulder area, will be <br /> ■ Limits of Earthwork shall be placed between the layers. adjusted by others. <br /> (Misc. Areas)— See (except grading 6. Graveled shoulders shall be constructed b uniform) placing <br /> 2. All earthwork exce t for final radin of the shoulders and <br /> General Notes 2 & 3 Y Y P 9 <br /> m placement of shoulder backing material) shall be completed shoulder backing material at the rate of 3 tons per <br /> Graveled Shoulder— prior to placing finished course of asphalt concrete. station per side. The completed shoulder shall be graded <br /> D <br /> Z See General Note #6 3. The contractor shall conduct his earthwork operation so as flush with the edge of pavement. <br /> m to not modify or obstruct the existing drainage. <br /> 7. Existing pavement markers may remain in place where asphalt <br /> 4. The Imported Borrow material shall a cohesive type material concrete overlay thickness is .25' or greater. <br /> selected for its ability to resist erosion. The Resistance <br /> N (R—value) and Sand Equivalent requirement shall be waived. <br /> d <br /> A <br /> D <br /> m <br /> 'a <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION WALKER LANE RESURFACING sheet No. <br /> State Route 4 to Main Street 2 of 4 <br /> Drawn B Date Project Engineer Date I Checked Date I Submitted Date I A2pr?vaV R commended Date <br /> PT,ra...'J S/9P �: �9c 6/9z po'�jyd ��lL G /Ol9L <br />