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0.40. <br /> 50. <br /> 0"603 p.C. <br /> 0 25 P C. o + N 385 <br /> -CA's n ♦rO <br /> N <br /> P - <br /> TO <br /> 384 cc> o _y <br /> n 4 <br /> m + + Xti <br /> 38.L xh0 \ <br /> v' 1 EP OCK Exist. E.P. <br /> N COM$T kOp;r \ <br /> � � I <br /> R6i ca H <br /> +00 xj <br /> A - <br /> w " � g0 9Opo <br /> S m 0 0.50' A.C. Pavement Repair Area ` x <br /> IT (Match existing pavement x—slope) <br /> o m ,x die <br /> a --- Ditch flow line (Direction of surface drainage) <br /> f,\\ epth 0.40' <br /> 3 A'C Overlay A.C. 50' <br /> CONSTRUCTION <br /> Exist. E.P. A.C. Trans. 0'25' A.C. Overlay <br /> o CE >� <;-_ h o <br /> .Yii + <br /> [ E.P. � <br /> N <br /> En <br /> Exist. E.P. <br /> 3 N L <br /> Sta. 389+00 393 v <br /> Refer to Sheet 5 for Ditch & Centerline Profile +1 W +\ E.P. ^ N <br /> E ROAD <br /> A <br /> r <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOA UIN NO SCALE PLAN COMSTOCK AND FINE ROADS RESURFACING sheet No.. <br /> Q I (Wall Road to State Highway Route 26) 4 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APPRD ECOMMENDED TE <br /> P.13, ozwv!( '�+�{° " <br />