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I <br /> W No. 21258 <br /> * riq. 9--30-97 <br /> Sta. 129+73 — 331t Lt. Construct Saddle—Type `nye ClVil ��\P <br /> Manhole. Refer to Sheet No. 7 for details. ¢ CAoi <br /> R.C.P. (Class N Adjust Monument Frame and Place (Cla x ss V�6 L.F. <br /> Cover. See General Note <br /> on Sheet No. 2 of Plans. Place 12"0 x 14 L.F. R.C.P. (Class V). Refer rn <br /> to Sheet No. 7 for Pipe Connection Detail. ` <br /> Remove existing `a .'c <br /> A.C. Dike Install crash cushion. n Remove entrance taper. Place 36"0 <br /> i p x 8 L.F. R.C.P. �CI. V). Refer ai Sheet <br /> � � � � -d- _ -0_ No. 7 for Pipe onnection Details. <br /> M <br /> E.P. + + o ,) +� co E.P. <br /> N I C N i0 <br /> 128 :o 129 I 130 o io 131 <br /> N (V / .N N <br /> M O O M -- -- <br /> O <br /> o — — — — 01 <br /> +t + I + + E.P. <br /> 0 <br /> E.P. <br /> N N v 36'0 concrete pipe <br /> to remain in place. <br /> o Existing A.C. Dike Remove flexible delineators, ° v Remove existing <br /> Y o to remain in place. timber barricade and N N U A.C. Dike <br /> 9 Type N marker. 101 <br /> Install Crash Cushion, Sand—filled, LO ,� <br /> Array A. Refer to S.P. A-81 for + + <br /> > details. Refer to Sheet 7 for N 0 LEGEND <br /> A Benchmark: additional details. N 04 M N <br /> Assumed elev. 10.00 at + $ o M [ 0.08' of Asphalt Concrete Overlay <br /> N.E. car. metal base R/R Signal N N oo v) ^ <br /> (cantilever) N/0 Eight Mile Rd. <br /> and E/0 Railroad. $ 100' A.C. Transition ■ 100' A.C. TransitionN Var. Depth Asphalt Concrete <br /> O2 N <br /> 0 <br /> ■ Limits of Asphalt Concrete Pavement Planing <br /> Depth of Asphalt Concrete Pavement Planing <br /> m <br /> —^� Direction of Surface Drainage. <br /> $ Slope to Drain <br /> 0' 20' 40' EIGHT MILE ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN PLAN (State Route 99 to State Route 88) 4 of 6 <br /> DRA1M1 BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROV RECOMMENDED DATE <br />