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� m <br />D 'IM <br />- � z <br />o a r, <br />m <br />0 <br />0 <br />[1❑ ❑ ❑ ❑ ❑ <br />Z <br />3 <br />0 <br />s <br />a� <br />V <br />N <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ <br />0.25' HMA (Type A) Overlay <br />Over Geosynthetic Pavement Interlayer (Paving Fabric) <br />Const = a E 110' <br />Survey o 0 <br />0 <br />+ o <br />F -EP <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ n ❑ <br />109 <br />EP <br />A U S T I N <br />26' <br />Limits of Existing Grind Bridge <br />Deck Pavement Grinding must <br />not go any deeper than %" into <br />the concrete <br />No. 29C-354 0.25' HMA (Type A) Overlay <br />Over Geosynthetic Pavement Interlayer (Paving Fabric <br />0 120' <br />E s Y <br />-- o (o N ° o N Install Center Install Edge N o0 <br />C + o <br />o + o Line Rumble Line Rumble + o <br />® @ Strip Strip <br />O <br />110 N 111 N 112 <br />N <br />w - R 0 A D <br />❑ ❑ ❑ ❑ a ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ <br />Install Edge Line <br />Rumble Strip <br />o� <br />J Z — <br />B <br />SECTION X—X ridge Deck <br />GRIND EXISTING BRIDGE DECK DETAIL <br />n 09,' uun IT—_ AN <br />Over Geosynthetic Pavement Interlayer <br />Const = <br />Survey <br />00 <br />EP + <br />+ o <br />"4C5 <br />U-0 U U U U 0 0 0 a 0 a 0 0 0 0 0 0 0 0 0 0 U <br />0 N 157 <br />0 <br />A U S T I N it <br />W <br />(D <br />V) EP o <br />158 N <br />COUNTY OF SAN JOAQUIN No SCALE <br />g Fabric <br />■ P <br />Bridge No. <br />29C-259 <br />160 T <br />z <br />+I in IV <br />° w +I 1n <br />00JCC 00� N <br />Ute+ O JU� Ute+ O <br />N 159 N 160 N <br />N N <br />Grind 104 SQYD <br />Existing Bridge Deck <br />(0.04' to 0.12' depth) X <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY <br />C)71nCent L1�2i C �& /7 <br />0 <br />t <br />a� <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ <br />Install Center <br />Line Rumble <br />Strip <br />N <br />+ <br />3 <br />0 <br />a� <br />N <br />� <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ <br />QROFESS/pN <br />M <br />No. 42581 <br />r qTF OF CA��F�� <br />Kit ti <br />David Mendoza <br />RCE 42581 <br />0.25' HMA (Type A) Overlay <br />Over Geosynthetic Pavement Interlayer (Paving Fabric <br />0150' 1 <br />PLANI AUSTIN ROAD SAFETY IMPROVEMENTS <br />(French Camp Road to Burnham Road) <br />DATE <br />rzj�rfl <br />Sheet No. <br />8 of 22 <br />Install Center <br />Line Rumble <br />Strip <br />N <br />+ <br />o <br />o <br />CD <br />Install Edge Line <br />Rumble Strip <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ LIU ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ ❑ ❑ <br />0 <br />N 161 <br />162 N <br />Z <br />t <br />N <br />R 0 A D c <br />V' <br />] ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ <br />n a ❑ ❑ ❑ ❑ ❑� ❑ ❑ n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ <br />V <br />W <br />0 <br />o <br />Install Edge Line <br />Rumble Strip <br />PLANI AUSTIN ROAD SAFETY IMPROVEMENTS <br />(French Camp Road to Burnham Road) <br />DATE <br />rzj�rfl <br />Sheet No. <br />8 of 22 <br />