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0 7.5' 15• <br /> SCALE IN IE ET <br /> VA AA <br /> y <br /> VI A �A <br /> VAA Q <br /> E.P. E.P. <br /> vv -- <br /> Q <br /> a <br /> M.B.G.R. To Sidewalk Connection <br /> North 99 Frontage Road East \ <br /> / (refer to S.P. A77K for details) <br /> Anchor Bolt Bonding Materials Shall <br /> Be Magnesium Phosphate ConcreteBridge No. 29C-071 <br /> p Per Sec. 83-2.020(1) of Standard ' <br /> Specifications. Payment Shall Be <br /> E.P. Included In Terminal Section Type "C". \\\ \\ <br /> D <br /> Existing Sidewalk <br /> mOF <br /> m R&D Existing <br /> M.8.G.R. <br /> a <br /> a _TerminalSection Type "C". Terminal Section Type '•B" 'I <br /> h (refer to S.P. A77H for details) (refer to S.P. A77J for details) <br /> 0 <br /> Place Approach Railing <br /> Place Terminal System Transition (Wood Posts) Place Terminal System <br /> Type SRT (refer to 1999 (refer to S.P. Type SRT (refer to 1999 <br /> 0 <br /> R.S.P. A77L for details) A77J for details) R.S.P. A77L for details) <br /> f - 37•-6" 25._0" 37•-8. ... <br /> on <br /> A <br /> N_ <br /> m <br /> COUNTY OF SAN JOAQUIN SCALE: 1 " = 15' BRIDGE RAILING LAYOUT NORTH 99 FRONTAGE ROAD EAST BRIDGE NO. 29C-071 Sheet No. <br /> ACROSS PIXLEY CREEK 8 of 10 <br /> j� DRAWN BY DATE PROJECT ENGINEER DATE CHECKED 77 DATE SUBMITTED DATE APPROV RECOMMENDED DATE <br /> i <br />