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0.12' A.C. <br /> 109' A.C. Overlay, 109' A.C. n <br /> 0.40' A.C. 0.25' A.C. Overlay � <br /> Transition over <br /> N N Transition <br /> 100' Shoulder Tronstion +bridge + <br /> (Typical all 4 corners) <br /> co <br /> 00 + N N <br /> + M <br /> N <br /> c <br /> 0.04' thickness O edge4' wide A.C. Taper on bridge, Sta. 48+09 <br /> FT N (Typical all 4 corners) 0.04' thickness O edge (T Yp') Water Valve Frames <br /> & Covers to beCt Sperry Road <br /> n N w adjusted to grade. Adjust Manhole frame <br /> a E.P. — r ,� E.P. <br /> Staco48+18 ver to Grade <br /> CL <br /> N to t0 C*4 .-. <br /> iv 13 14 ✓1516 N -C14 48 <br /> g m <br /> v l 2 <br /> E.P. <br /> Ln <br /> n m ,. L ,;........ <br /> o E.P. `. .. <br /> + + Adjust+ + • • • • <br /> 4 N ,y 1 'Monument Frame .00 ■- <br /> & Cover to Grade 0 <br /> a 0 <br /> W Earthwork N N Earthwork N <br /> (Mist. Areas) (Mist. Areas) Conform to existing <br /> Concrete planking U.F.R.R. <br /> i <br /> Existing M.B.G.R. to remain in place (Typ.) <br /> v LEGEND a o <br /> $� R Conform to existing Radii, unless noted. ® Variable Depth Asphalt Concrete. (n O <br /> Wf <br /> A Limits of Asphalt Concrete Pavement Planing. Existing Concrete Railroad Planking <br /> F 0.00' Depth of Asphalt Concrete Pavement Planing. 1.0' Asphalt Concrete (Shoulder Transition) <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN � PLAN IVICh KINLCamp RE od to 40V North UfRFAsrCI RaC'aa) S4 of 70. <br /> DRAWN BY DATE PRWJ ENGINEER DATE CHECKED DATE SUBMRTED DATE APP RECOMMENDED DATE <br /> Tony Re�W20 6/98 9 9 9 4"0 1:0"As <br />