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20 <br /> a <br /> AIFNZ <br /> CID <br /> 0 0 Sta. 32+50 <br /> N Extend Double 18"0 C.S.P. <br /> 0 6 6' Lt. & 4' Rt. See Sheet <br /> o J) E.P No. 2 for Extension Details. 6' <br /> N N II II II a <br /> 29 II 32 II II Q) <br /> E.P 6, 4, <br /> Sta. 28+88 <br /> Ln <br /> Extend 24"0 C.S.P. 6' Rt. <br /> w I + Refer to Sheet No. 2 for <br /> 0 <br /> Extension Details. <br /> 0 <br /> Ln <br /> o+o <br /> 6 ' 25' Conform <br /> m <br /> a_ 20' 2 <br /> a. Ld <br /> Conform 65' A. C. <br /> E.P. Transition a c c� <br /> o on <br /> BEGINNING OF PROJECT ° i" �� <br /> E.P <br /> o <br /> M N N z <br /> Z -0N <br /> O 50 52 <br /> N N 57 58 <br /> Ln <br /> t <br /> SCIOm ' LEGEND: <br /> Q E.P In <br /> 0 0 v / Variable Depth Asphalt 4' (Typ.) <br /> d c FO-0-01 / ! Concrete Overlay <br /> o <br /> D f j % Limits of Asphalt Concrete Refer to Sheet 6 for <br /> n ! Pavement Planing <br /> 20 / De th of Asphalt Concrete Bridge Railing Details <br /> 22' 0.00' Pavement Planing <br /> o Conform v <br /> z o+ °o R Conform to existing Radii <br /> :2wI <br /> LCOUNTY OF SAN JOAQUIN NO SCBE PLAN MICKE GROVE ROAD RESURFACING Sheet No. <br /> m (Eight Mile Road to Armstrong Road 4 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE I CHECKED DATE SUBMITTED I DATE I APPRO AL R MMENDED DATE <br />