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Const. <br /> - Limits of Cleariig and Grubbing <br /> � 12' 12' a <br /> w w <br /> —6' 4' - 12' —'— 12' 4' 6' <br /> ■24' Pavement Reinforcing Fabric o <br /> v <br /> Conform--- �—Conform <br /> _yor. . Vo r. Var. <br /> y Vor --� Var. <br /> Variable Depth —/ /// Asphalt Concrete Overlay TYPICAL TRAFFIC <br /> Shoulder Backing (Typ.) Existing Roadway <br /> LANE LAYOUT <br /> TYPICAL SECTION <br /> Sta.111 +50 to Sta. 267+58 <br /> M. <br /> • Limits of Mailbox Relocation <br /> v 2 <br /> W1 No. 21258 z <br /> * Exp 9-30-97 <br /> ♦ .015' A.C. - Sta.112+00 to Sto.211 +00 �9T� CIVIC �a\P <br /> .025' A.C. - Sto.21 1 +00 to Sta.235+00 <br /> Sta.258+00 to Sta.266+58 DESIGN DESIGNATION Const. OF Cp iF <br /> g .035' r..i,. - Sta.236+00 to Sto_257+00 <br /> (20 Years-2016) Limits of Clearing <br /> ■ 24' Pavement Reinforcing Fabric A.D.T. = 1 ,950 T = 6.5 and Grubbing <br /> a D Sta.21 1 +50 to Sta.267+00 <br /> n D.H.V. = 195 V = 55 <br /> D <br /> j O D. = SD% � � 16' <br /> V Conform Existing A.C. Dike <br /> to remain in place <br /> 77 <br /> GENERAL NOTES <br /> aZ 1 . Existing Asphalt Concrete Dikes and Spillways shall remain in place — <br /> n > and shall be sealed with asphalt emulsion as directed by the <br /> m ! 0.25' A.C. <br /> (m Engineer. Payment for this work will be as Supplemental Work <br /> on a Force Account basis. SHOULDER DETAIL <br /> Sta.258+50 to Sto. 267+27 (Lt.) <br /> o Sta.258+50 to Sto. 266+50 (Rt.) <br /> C <br /> M <br /> � m <br /> oZ <br /> HOWARD ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION (Undine Road to Middle River) 2 of 6 <br /> Drawn By Date Project Engineer DDate Checked Date Submitted Date r val ecommended I DoHe <br /> `�on.c%, .7ne..vrio 6/96 �� c'L / /9G .a,�- 6/ii/9G i 'U 6/*j` <br />