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X Z <br />oaM <br />M <br />2' EP <br />M <br />----Tiiiir� <br />Install Edge Line Rumble Strip (Typ) <br />(See Sht No. 19 for Details) <br />Li- (� <br />Const <br />Limits of Clearing and Grubbin <br />24' <br />Limits of High Friction Surface Treatment <br />I <br />Match <br />Existing Match <br />Existing <br />Install Center Line Rumble Strip <br />(See Sht No. 19 for Details) Roadway <br />TYPICAL SECTION <br />Sto 35+79 to Sta 40+30 <br />Sta 46+49 to Sta 53+77 <br />EP 2' <br />xisting Surface <br />Const Survey <br />Limits of Clearing and Grubbing iECORD R <br />�orr�rtrc�n� �y- <br />2' EP 12' — 20' I 12' — 24' EP 2' -qo Changf h �5\ <br />)ate lvl�,r/IF <br />Any p,-11U+.i �t <br />6„ 6" 15" 6" I 6" " " . <br />xisting Surface ''140101 DY J10 Paoting The Site Of .� <br />� <br />QR <br />Install Center Line Rumble Strip See Plan Roadway��`�J�p ME��O�F <br />Install Edge Line Rumble Strip (Typ) (See Sht No. 19 for Details) oP 1y <br />(See Sht No. 19 for Details) c� m <br />TYPICAL SECTION <br />COUNTY OF SAN JOAQUIN No SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />C)71ncenl i c�� 17 cf� -4,,,y,,, <br />Sta <br />11 +52 <br />to <br />Sta <br />35+79 <br />Sta <br />40+30 <br />to <br />Sta <br />41+77 <br />Sta <br />42+44 <br />to <br />Sta <br />46+49 <br />Sta <br />53+77 <br />to <br />Sta <br />110+20 <br />Sta <br />111+01 <br />to <br />Sta <br />159+43 <br />Sta <br />159+79 <br />to <br />Sta <br />220+68 <br />TYPICAL SECTIONS <br />CHECKED BY DATE <br />❑1 Unless noted otherwise r No. 42581 <br />Construction Center equals Survey Center Line <br />❑2 Sto 191 +00 to Sta 201 +45 F OF CA��F���\Q <br />David Mendoza <br />RCE 42581 <br />AUSTIN ROAD SAFETY IMPROVEMENTS( Sheet No. <br />(French Camp Road to Burnham Road) 3 of 22 <br />