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0.10'-0.30' * A.C. 111 o * <br /> �J 5 c <br /> Overlay & 0 Y Trans. Overlay �' 70' A.C. 0.10'-0.30' A.C. I N 111,1 <br /> I + p I <br /> r� AR o o C 40'• Existing Dike II 0 II Existing Dike <br /> + b Qa E a 5'■ to remain / m to remain <br /> " o CHRISMAN ROA,� D � � � o 0 0 H_ _ _ <br /> / 44'—6 E.P. `� COnst. + 0 a o + 15' 0.00' — ��� E.P. <br /> in o <br /> M <br /> ca c0 is O i� 3 <br /> N N N 0 <br /> L � � N <br /> o o o 39 0 41 0 4'2 m <br /> a a <br /> E.P. o 0 0 0 �' - - -- - - - - - - -- - -I� E.P.J <br /> + 50' o GAR 50' —Existing Dike to remain <br /> E.P. Trans. 20'■ c a R E.P. Trans. <br /> 60't A.C. v c <br /> Note: P.C.C. to match existing surface Trans. ° <br /> or overlay. Approximate City Limits <br /> N <br /> 6 — 0.10'-0.30' * A.C. 50' A.C__ I I <br /> Overlay Trans. I •— I <br /> Q � <br /> j 25'� ( O I Existing Monument <br /> I �' I r Frame and Cover <br /> E.P. CHRISMAN ROAD Const. S o <br /> n +I <br /> 6 u - - - - - - - T� - - - - - - - - - - - - - - - - <br /> D io io 0 <br /> c+ Q 60 61 N <br /> N VJ <br /> AM <br /> Conform <br /> - - - - - - - - - - - - - - - Sto. 62+40 <br /> E.P. <br /> o <br /> + X - - - - <br /> m 225' E.P. Transition U �� —ExistingA.C. Dike <br /> C)- <br /> z ` CJ a) 0 <br /> o Existing fence <br /> Existing MBGR I 0 C II <br /> A * Over Planed Surface W <br /> °1i� END OF PROJECT <br /> Z ' <br /> COUNTY OF SAN J OAQ U I N No s PLAN UNNE RD. do CHRISMAN RD. RESURFACING sheet No. <br /> 5 of 9 <br /> DRAWN BY DATE PROJECT ENGINEERDATE CHECKED DATE SUBMITTED DATE APPROVA RECOMMENDED DATE <br />