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E <br /> `o <br /> 0 100' Trans. 0.25' A.C. <br /> I <br /> + LEGEND <br /> + E.P. Variable depth Asphalt <br /> E.P. � Const <br /> _o ® Concrete. <br /> M 0.00' Depth Asphalt Concrete <br /> Pavement Planing. <br /> 63 b o 0 Limits Asphalt Concrete <br /> -------- 16 17 0 0 Pavement Planing. <br /> *R Conform to existing <br /> E P Radii. <br /> 0 <br /> `m <br /> Refer to Sheet No.12 <br /> BEGINNING OF PROJECT xfor Extension Road <br /> W and intersection Details <br /> -H <br /> n <br /> n <br /> A 0.25' A.C. 77'±Trans. + <br /> co <br /> N <br /> 40' o <br /> V) '8 I <br /> N <br /> Cons o <br /> D <br /> oE .P. Con St. E.P <br /> o / <br /> 0 0 <br /> 0 <br /> m o 21 22 o b 26 <br /> v E.P. ` N F /,yo <br /> M 1 36't II Conform E.P. o F <br /> r `p <br /> `m p0 <br /> Exist. C. & G. SII c I e IIS Exist. C. & G. 0 s, �dion9 g/�/B9 <br />£ NJ END OF PROJECT <br /> M <br /> A <br /> COUNTY OF SAN dOAQUIN No SCALE PLAN HARNEY LANE RESURFACING Sheet No. <br /> Extension Rd. to Lower Sacramento Rd. 6 of 13 <br /> Drawn D Dote Project Engmeer Dote Checked Dote Submitted Date rov Recommended Dote <br /> rI89 ?JOJ- � 51A9 'NE+Y� ,D Ali/�y ,, <br />