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0 60' A.C. 0.25' A.C. 50' A.C. 0.35' A.C. <br /> �° �-�-1 I Transition Overlay Transition Overlay <br /> 1 <br /> 2 w E + <br /> o O <br /> 1 <br /> o IC) cr) LEGEND: <br /> 3 I o7Variable Depth Asphalt <br /> Concrete Overlay <br /> E.p Q E-P <br /> I I A.C. Shoulder Reconstruction <br /> 75 <br /> N N N N o ■ Limits of Asphalt Concrete <br /> Pavement Planing <br /> I •/ - i4 N N 102 17.3/ 104 is m 0.00' Depth of Asphalt Concrete <br /> I a° Pavement Planing <br /> I I <br /> E P R E P R Conform to existing Radii <br /> I j <br /> I <br /> a Gas Valves <br /> Q- Gas Valves <br /> / <br /> ,p r O Tel Manhole <br /> 30' <br /> I! See Typical Intersection Detail <br /> Sheet No. 4 <br /> o_ <br /> I w co <br /> BEGINNING )F PROJECT / 0.25' A.G. o <br /> Overlay + <br /> / 21 5 a� <br /> A.C. <br /> a a Trans o <br /> co <br /> P C. o0 <br /> 's 'v 50 n <br /> p.35 PC. <br /> Ira <<� / Tel MH <br /> 8 pverloy <br /> 0 <br /> / <br /> 112 <br /> 111 + 6.5' <br /> — — — — 7 <br /> o _ — 11 <br /> — v <br /> A ° 1 g 24' Bridge <br /> 742' A.C. Dike (RSP A87) No. <br /> v °� `r Q 109' Type C (Low Dike) 29C-392 <br /> r�i 2v ZZZ <br /> 633' Type A (High Dike) <br /> W / See Summaryof Quantities w <br /> a N E p yoc P / Sheet No. 6for exact locations. j S <br /> °c 0 <br /> A / <br /> M <br /> L <br /> z / See Sheet 5 for Railing plan. END OF PROJECT <br /> LCOUNTY OF SAN JOAQUIN NO SCALE PLAN THORNTON ROAD RESURFACING Sheet No. <br /> m (Walnut Grove Road to Sacramento County) 3 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE !!PER I 4A RECOMMENDED DATE <br />