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I I <br /> 82329 <br /> GENERAL NOTES <br /> Const <br /> Asaho/t Concrete Levelino - Prior to beginning <br /> ,vurPocing opera/1017, the Contractor shall p/oce <br /> See "416,7 <br /> h/dSee Sh/d. and Compact aspho/t concrete /,.'? sviFace <br /> Oetai/a Details iriigv/aritiee os directed by the En9ineer. <br /> Paywe,yt For placing and compacting <br /> Asphalt Concrete for leveling shall be <br /> by Item 01, Force Account <br /> l/ar. Arai e. The Contractor shall conduct his Shov/der <br /> Backing operation as to not distviL or <br /> obsliuct any existing drainage. <br /> 3 Where svpere/evotions exist on horizontal <br /> See Cenerol Note 9 , Aspho/t Concrete Curves the new svrface slope offal drainage <br /> 'See Beginning of Project dela;/ shall con/brm to the existing. <br /> on Sheet •'B For deviations. Existing Roadway 4 The Contractor aha/l clean existing /Z" 0 <br /> X-drains at the t'o/%wing /0--0'110175 <br /> TYP/CAL SECT/ON 547 /4.sst, Sta Sta. /7t9/t, and <br /> Sta 1+00 to S lb, 4B+60 9>a. /e+8rt. <br /> •Limits o/' Mailbox Relocalion <br /> �Limilt of Clearing Limits o/ Clearing <br /> anal 0ru66i� and 6rubbiny <br /> 4' 4' <br /> I I <br /> �1 '_� ConForm <br /> prn Vac B ie Con Form <br /> H a - -- - - - - -- - - - - — <br /> m �— <br /> Sbou�, 9,2ck,7 Shov/der Backing <br /> SHOULDER DETAIL / SHOULDER DETA/L 2 <br /> D <br /> m Sla h00 to Sta. 97f5O ,C/ F7Pt Va. 97+50 to Sto. 39+00 Lt <br /> a Sta.37+50 to Sto. 99f00 A1,4 Sto. 4eA00 to 310. as +00 Lt e Rt <br /> Sta 39+00 /o Sta. 4ef00 L}/ If/ <br /> z. COUNTY OF SAN JOAQUIN IVO SCALE TYP/CAL SECT/ON FORP/ANO LANE Sheet No. <br /> VHighway 99 Frontage Rd. ,o CO..7Co. R.R. 2 of 8 <br /> Drawn By Date Project Engineer Date I Checked By Date Approval Recommended By Date DeputDirector Date <br /> ✓. S. //86S.S. G x/86 ilsa <br />