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0.25' A.C. Overlay <br /> Existing Metal Beam %� 99 FRONTAGE <br /> Z <br /> Guard Rail To Remain RO <br /> / AD <br /> ' County ,Caltrans o <br /> o <br /> \ 3 <br /> 75' r <br /> R A.C. Trans. m <br /> Const. R 035' .• <br /> E.P. <br /> N —A---------------_—_----------------------------------- <br /> m <br /> N 12' N9 FRONTAGE ROAD (W) 2t o <br /> s <br /> g L° 12' 1 1 6 <br /> 0 o - - - � <br /> .00 <br /> g o 6,� . . . . 1 8 <br /> -------- ---------------- HOOK RAMP <br /> A.C. TransT + y 0.10 ° AT S.R. 99 <br /> _ > O E.P. m `Existing D.I. to remain (Typ.) <br /> 175' 3 <br /> S <br /> m <br /> D <br /> 0.10 <br /> Const. <br /> R <br /> A a 71' i R E.P. o cn <br /> V� 1 • n m <br /> 0.10 w <br /> tt N 99 FRONTAGE 3' ROAD (W) 18.5' <br /> z <br /> o -0.25' A.C. Overlay <br /> ED <br /> NTY OF SAN JOA UIN NO s. PLAN N 99 FRONTAGE ROAD (W) RESURFACING Sheet No. <br /> Q (Peltier Road to Libberty Road) 11 of 15 <br /> BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE� �l I o3 ,031 AIIZA3 <br />