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Const <br />Limits of Clearing and Grubbing <br />EP I EP See <br />Shoulder 12 ' 12' Shoulder <br />etails on 22' Pavement Reinforcing Fabric Details on <br />Sheet 4 0.25' AC Overlay SE Sheet 4 <br />—{yE 30 Var Var 3�" ar� <br />_dfeey L-,-- - --'-� _ Existing .,Roadway J Safety <br />9 g <br />-Grade Existing Shoulder to place <br />Safety Edge, 1' minimum width. (Typ) <br />Sta <br />1 1 +08"to <br />Sta <br />" 17+72 <br />Sta <br />133+20 <br />to <br />Sta <br />142+00 <br />Const <br />Limits of Clearing and Grubbing <br />EP <br />15.5 <br />Railing to � <br />Remain in � <br />Place � <br />AC— <br />on Bridge Deck <br />= Planing Area <br />= 0.25' AC Overlay <br />15:5' <br />iExisting Roadway <br />TYPICAL; SECTION <br />Sta 69+00 to Sto 69+39 <br />(Bridge' 29C-012) <br />Ryan Yamada ( 90/13 � ®/J� <br />NO SCALE <br />EP <br />277 <br />(Typ) N. Bridge <br />Railing to <br />I � Remain in <br />Place <br />TYPICAL SECTI©NS <br />CE <br />Const <br />Limits of Clearing and Grubbing — <br />See EP EP <br />Shoulder 12' ` 12 1 See <br />[DS, <br />houder <br />on 22' Pavement Reinforcing Fabric tails on <br />Sheet 4 cr 0.25' AC Overlay—, Sheet 4 <br />Safety <br />Edge <br />for Paved <br />ontage o <br />PCC Valley <br />I Shoulder to place � <br />1' mum width. (Typ) <br />Sta 23+4Q to Sta <br />Sta 44+92 to Sta <br />Sta 150+00 to Sta 1 <br />(Superelevation) <br />Const <br />Limits of Clearing and Grubbing <br />I <br />16'-30' —�;- 12'-20' <br />Plane 0.25' <br />0.17' <br />AC--i <br />for Pavec <br />0.17' Frontage <br />See or CG&S <br />TYRICA� SIECT4�N <br />Sto 155+91 to Sta 162+20 <br />NOTE: At Sta 156+99 to Sto 158+14 (Lt) and Sta 158+37 to <br />159+66 (Lt), Asphalt Concrete shall be paved at a variable <br />depth to conform to the PCC Valley Gutter. <br />At Sta 161+27 to Sta 162+20 (Rt), remove existing asphalt <br />concrete over gutter pans) Asphalt Concrete shall be paved at a <br />variable depth to conform at the lip of gutter. <br />iheet No. <br />3 of 16 <br />