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Const. <br /> I <br /> Limits of Clearing and Grubbing and Mail Box Relocation <br /> 1 + 2 4 12' I 12' 4' 2 V± <br /> 22' Pavement Reinforcing Fabric <br /> B <br /> Q <br /> E <br /> 0 0 <br /> U c <br /> vor, 1 s8% `. Var— 87 co) <br /> - - J - - <br /> � Shoulder Backing <br /> Existing Roadway I 0.25' A.C. Depth Varies, Typ. <br /> Overlay <br /> 0 <br /> TYPICAL SECTION o 0.10' A.C. Overlay from <br /> Sta. 10+74 to Sta. 166+70 <br /> 0 Sta. 10+74 to Sta. 20+74 <br /> 8 0.35' A.C. Overlay from <br /> M Sta. 125+00 to Sta. 140+00 <br /> GENERAL NOTES <br /> m m 1. Shoulder Backing material at all intersection radii shall be blended <br /> with the top 6" of native soil material as directed by the Engineer. <br /> Payment for blending shall be considered as included in the <br /> A <br /> o contract unit price paid for Shoulder Backing. <br /> n <br /> s 2. All shoulder backing work (except for final shoulder grading) shall be <br /> completed prior to placing final layer of asphalt concrete. <br /> 3 Asphalt Concrete shall be placed as noted below: <br /> • 0.25' Thickness, Two (2) layers of approximately equal thickness <br /> with pavement reinforcing fabric over existing or prepared surface. <br /> • 0.35' Thickness, Three (3) layers of approximately equal thickness <br /> o with pavement reinforcing fabric between the first and second layer. <br /> 4. Material used for Shoulder Backing shall be "Selected Material" <br /> A (Top Soil) at Sta. 73+10 to 74+10 (Left). <br /> '+ 5. All fences shall remain in place. <br /> O z <br /> z <br /> V COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION BANTA ROAD RESURFACING sheet No. <br /> (Linne Road to Eleventh Street) 2 of]] <br /> �DyRAWN BY DATE PROJECT ENGINEER DATE E DATE UBMfR DATE APPROVAL RECOMMENDED DATE <br /> r�pO1aw let dCw, 01 I! / n/3 , d <br /> dol / l3 /�M— <br />