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Const. GENERAL NOTES <br /> *Limits of Clearing and Grubbing <br /> 1. Material used for shoulder backing <br /> on the east side between Sta. 6+60 <br /> 8 12 12' �8' and Sta. 7+40 shall be "Selected <br /> Material" (Topsoil) from the west <br /> Conform shoulder area. Payment for work will <br /> Conform <br /> be by Item #1, Force Accoun+. <br /> Var. Var. _ Var. <br /> Var. 77 77-27= <br /> L__._ ______ _______________ <br /> Shoulder Backing (Ty) I 0.17' Asphalt Concrete Overlay <br /> (General Note a1) <br /> Existing Roadway <br /> • Limits Mailbox <br /> Relocation TYPICAL SECTION <br /> ■ 6'—Sta. 4+90t to Sta.4+20 to Sta. 14+90 <br /> Sta. 6+60t Rt. <br /> A Sta. 10+50 to Stu. 14+40 <br /> Paved Frontage (See Plan Sheets for details) <br /> X <br /> Conform 0 E.P. <br /> j <br /> / D 1o 7. ^� T <br /> X 1 + ,p *Q- 9/7189 <br /> 0 .. 1 / <br /> Dr ' R = Co iform to <br /> m Existing Width <br /> � z <br /> 12 Mln. Existing Radii <br /> D <br /> aM <br /> TYPED 0.30' Asphalt Concrete � <br /> over shaped Variable depthAsphalt Concrete <br /> N ey and compacted native material over existing paved driveway. <br /> A <br /> m <br /> TYPICAL DRIVEWAY <br /> IA <br /> No Scale <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION and EXTENSION ROAD RESURFACING Sheet No. <br /> N Q CONSTRUCTION DETAILS Lower Sacramento Rd. to Homey Lane 10 of 13 <br /> Drown H Date Project Enomeer Date CheckedDo{e Subnitted Date r v l econnende1 D t <br /> R. d} 4185 0� m( s/as v�,vf 3/89 F/1'1 /i 2i <br />