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0 <br />(P <br />9+00 <br />1- <br />0 <br />EP 1 <br />—�—T <br />10' f <br />45'-6"f <br />1X <br />1 <br />N <br />an <br />I — I (� Pavement <br />-- , -- -_ ........ <br />I ' <br />RAW <br />I <br />X <br />� 1 <br />NOTE: <br />The Contractor shall verify all controlling field dimensions <br />prior to ordering or fabricating any material. <br />LEGEND <br />0.25 Asphalt Concrete over shop-r-1 <br />and compacted native. I <br />Variable Asphalt Concrete Overlay <br />* Denoted as damaged rail anchors <br />I New Rail Posts <br />Exist. Rail Post to remain in place. <br />. Approach Guard Railing. See Sheet <br />2 for details. <br />DRIVEWAY LAYOUT <br />N <br />� <br />Not To Scale <br />a <br />� n <br />Custom fit 1 <br />MBGR \ <br />o <br />6 <br />6 <br />o <br />�/ Element @ 9'-5' <br />f to <br />c1 <br />/ / span over 3 <br />rail posts. <br />1 MBGR Element <br />7 MBGR Elements @ 12'-6"o.c. <br />I @ 12'-6" <br />/ <br />_ <br />---------_--_—_--- <br />—� — — <br />/ 1 * 1 * 1 <br />* 1 * <br />y * y <br />* y * y * 1 * 1 * <br />1 * 1 * / 1 / * 1 * 1 _- <br />_- <br />/ / <br />/ <br />Edge of <br />Deck <br />New <br />Rail Anchors, <br />14 spaces @ <br />6'-3"o.c. (4 Anchorage Assembly, see Sheet <br />4 for details) <br />/ <br />/ Exist. Wingwall <br />NEW MBGR LAYOUT <br />/� Exist. Center Pier <br />Not To Scale <br />COUNTY OF SAN JOAQUIN SCALE AS <br />DATE PROJECT ENGINEER <br />(0 10q 0XI". -.. �1'4a_-- <br />NOTED MBGR LAYOUT AND CHRISMAN ROAD BRIDGE NO. 29C-220 Sheet No. <br />DRIVEWAY DETAILS BARRIER RAIL REPAIRS ACROSS CALIFORNIA AQUEDUCT 3 of 5 <br />DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />I Cry w� - - N'- "\, $'� /ZOA'f <br />