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0.17' A.C. Overlay <br /> (No Fabric) <br /> 0 <br /> 0 <br /> 6. 0 <br /> a <br /> 0.25 75' 5' Q 75' 0.25' <br /> A.C. Overlay Trans. 0 0 o Trans. A.C. Overlay <br /> 0 <br /> w m o m n <br /> N - W <br /> + o + Const. <br /> W W <br /> E.P. a' 0 o <br /> +o <br /> i <br /> _ i0• _ <br /> I I <br /> N I I N <br /> 6 N 63 4 N <br /> 3 10 <br /> 75' A.C. 10 <br /> E P Trans. 3 1 <br /> > 10 <br /> a l0 1 <br /> 3 m 35'it N <br /> z <br /> n N o m <br /> £ m 0.25' A.C. Overlay <br /> Contractor to open and clean both , 0 <br /> ends of Exist. cross—drain ,A N o <br /> Const. W C JPrn <br /> E.P. <br /> N II N N N l <br /> ILA <br /> N 71 Ii 72 w w 114 „ 11 µ 116 _ _.. . <br /> V0 i <br /> E.P. ±60' R 2 / <br /> o Slope Shoulders to drain <br /> f (Typ-) <br /> m <br /> z <br /> END OF PROJECT <br /> 0 <br /> COUNTY OF SAN JOA UIN NO SCALE PLANS DAMS ROAD RESURFACING sheet 6 <br /> Q (Woodbridge Rood to Peltier Road) 4 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED LDATE APPROVAL RECOMMENDED I,DATE <br /> P. T. l/�Z �.»./. 7w.�.••:. /7/oz g� ��7/ '7lB/a y/107/�r/1 iG 7�9�rz <br />