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N <br /> 55' A.C. Trans. <br /> I <br /> I <br /> I <br /> f <br /> ■25'ao <br /> j <br /> I ° <br /> 0 <br /> 0 <br /> 0 0 <br /> � r 400'± 50 A.C. 0.25' A.C. N�► ^� 0.25' A.C. <br /> Trans. <br /> 26' a <br /> ° � I <br /> 0 <br /> ■ <br /> 251Const. Const. <br /> ^00o a E.P. E.P. <br /> = f 0 0 = i <br /> u) -------J_—_—_—_—_—______d. • _1_—_� N <br /> 4 N cV 6 N N 108 109 (V 110 E <br /> O <br /> `Eo "t E .P. ZE. j <br /> o o <br /> 0 N j <br /> D <br /> v 26' <br /> BEGINNING OF PROJECT END OF PROJECT <br /> + <br /> r LEGEND o I <br /> M I <br /> z Variable Depth o . <br /> a ® Asphalt Concrete v> <br /> m <br /> ■ Limits of Asphalt Concrete E <br /> L <br /> Pavement Planing o <br /> w <br /> C: <br /> 0.00' Depth of Asphalt Concrete 0 <br /> A Pavement Planing <br /> gR Conform to existing Radius <br /> m <br /> A <br /> CDUN 1 1 Or SAN JOAQUIN N❑ SCALE PLAN COMSTOCK ROAD RESURFACING Sheet 3of 5 0 <br /> State Route 88 to Jack Tone Rd. <br /> Drawn By Date Project Engineer Date I Checked Date Submitted Date ro l Fecommended Date <br /> 13 . a} x/93 �� 8/93 Kcuxvi KGuS1, <br />