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' HMA Overla <br />EP �- Const <br />O <br />11 0 63 <br />R <br />z BEGIN PROJECT <br />� 7sa <br />-� Lt <br />RN o <br />SCHEDULE FOR BRIDGE CONFORM <br />Ln <br />0 <br />75' <br />o <br />o <br />N <br />Sta 39+15 Sta 40+65 Sta 41 +02 Sta 42+52 <br />r` <br />00 <br />E <br />L <br />+ <br />+ <br />o <br />Const <br />10 <br />U a <br />� <br />R <br />o <br />Q <br />;n <br />O <br />N <br />MURPHY ROAD <br />w <br />W <br />Un <br />N <br />' HMA Overla <br />EP �- Const <br />O <br />11 0 63 <br />R <br />z BEGIN PROJECT <br />� 7sa <br />-� Lt <br />RN o <br />SCHEDULE FOR BRIDGE CONFORM <br />Bridge Number <br />A B <br />Conform 0.00' Conform 0.25' Conform 0.25' Conform 0.00' <br />29C-330 <br />Sta 39+15 Sta 40+65 Sta 41 +02 Sta 42+52 <br />29C-329 <br />Sta 95+14 Sta 96+64 Sta 96+87 Sta 98+37 <br />O LEGEND <br />0.25' Depth of Planing Asphalt Concrete Pavement <br />■ Limits of Planing Asphalt Concrete Pavement <br />M R Conform to Existing Radii <br />P 0 Adjust Frame and Cover (Monument) <br />Bridge Deck <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />T. (Powers <br />1 <br />75'm <br />Sta 10+86 0.25' <br />Conform <br />0 <br />0 110' <br />+ O E <br />Const Lo N p <br />Q So <br />EP o o v <br />V) cn <br />cn — <br />r O MURPHY ROAD o — — <br />�? 6 115 116 ¢V4.5' r <br />Cn <br />SEP 33,M'! Sta 10+11 R 0.25' Sta 10+44OJECT <br />Conform <br />RL160 D DflAWINU <br />canoed" ey /y ,-,-e - <br />hb <br />Any Person Usiep This Drawing ShoUld vsr <br />All Mformallon 9y Insc>�`tirte The g1ta r)f M <br />150 150's <br />A B <br />o in in o <br />O N N Existing Concrete Bridge Rail o <br />o Const o <br />to Remain in Place <br />FP <br />SEP Existing MBGR or <br />Concrete Bridge Rail Existing Major Structure <br />sa, to Remain in Place to Remain in Place <br />BRIDGE CONFORM DETAIL <br />NO SCALE PLAN <br />CHECKED DATE <br />2 <br />MURPHY ROAD RESURFACING <br />(Lone Tree Road to Dodds Road`, <br />Sheet No. <br />3of5 <br />