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30'A.C. <br /> 0.25' A.C. <br /> Trans. <br /> c <br /> N <br /> O V <br /> 5' <br /> M <br /> KI <br /> 1 1 <br /> 22't Conform <br /> o 0 A- - <br /> 8' <br /> rt Const. Const. 'E.P. 0 E.P. <br /> a iN iv N iv <br /> [V 2 (V (V 27 28 (V <br /> + <br /> a O *4y <br /> o <br /> E.P. 7E 7P <br /> a N <br /> 3 }lam Z <br /> 0E <br /> 1 <br /> 0 1 <br /> U � <br /> BEGINNING OF PROJECT <br /> 0.25' A.C. Tr <br /> 40'±r Trans. E A.C. 4 A.C. 50' A.C. 'ans. Tr0.25' A.C. Trans. E <br /> o r Sta. 78+98t <br /> +in N . . existing <br /> D CL const. a Const. C" 46' C.S.3 P.EPm > . <br /> i O U`o <br /> c <br /> ° N a a <br /> N N N N 111 <br /> N 54 55� 56 (V (V 78 tV I'17 <br /> m <br /> N <br /> mE.P. LEGEND ■20' 0 0 0�m20' E.P. EP <br /> ® Variable Depth ;1 o <br /> Asphalt Concrete U o r <br /> e7 Limits of Asphalt Concrete oo <br /> NA Pavement Planing 20 <br /> D E U 2 1 <br /> g Depth of Asphalt Concrete a <br /> A 0.00 Pavement Planing °� o <br /> a� END OF PROJECT <br /> 0 <br /> *R Conform to existing Radius 0 o m <br /> Z COUNTY OF SAN JOAQUIN ND SCALE PLAN MCKINLEY AVENUE RESURFACING Sheet No. <br /> Woodward Ave to Yosemite Ave <br /> 3of5 <br /> Drawn By Date I Project Engineer Date Checked Date I Submitted Date A al ecommended Dote <br /> R . d{ /1/92 1"-at 111.93 /ra ,r "4( vfr �1S <br />