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0.25' A.C. Overlay 50' <br /> v A.C. Trans. <br /> a <br /> c <br /> c O <br /> a0 I E + <br /> of <br /> 1 Conform Sta. 6+00 121 '± 1 0 N <br /> o 0.08' ■ E E <br /> Q o O « v 0 <br /> l * F N a <br /> O c <br /> 0 <br /> ti 0.00' o a U <br /> Ot CONST. <br /> Conform Sta. 5+55 a 25 ■ <br /> r a <br /> ■ M a <br /> 0.06' a a a o <br /> o r e <br /> 0.00' U N R X <br /> 25•± o <br /> a O O <br /> a a <br /> New E.P. ^ Q` <br /> o <br /> o N M N N N Exist • ±{ <br /> m m z° N Exist. E.P. N N 260 E.P. 261 262 n <br /> e <br /> N <br /> New E.P. <br /> a o <br /> o.00' IR■ END OF PROJECT <br /> 0.06' 'n <br /> a N <br /> 25'± Conform Sta. 4+33 c <br /> Iz a F 0.00 <br /> ■ <br /> U <br /> ��� Q 0.06' N <br /> o Conform Sta. 4+00 1 23'± <br /> I <br /> DETAIL A Q <br /> v Forrn Flangeways <br /> Lj <br /> 1 f �� A.C. rRail m <br /> 2 1/2" Max. Typ- r l 0_ <br /> A <br /> m RAILROAD CROSS SECTION Tie <br /> o Flangeway Detail Per P.U.C. Requirements <br /> COUNTY OF SAN JOAQUIN NO SCNE PLAN AND PROFILE PELTIER ROAD RESURFACING Sheet No. <br /> (State Route 99 to Bruello Road) 4 of 5 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CH DATE 9 5 BMRTED DATE APPROVAL RECOMMENDED DATE <br /> s,� <br />