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0.25' A.C. Overlay 100' A.C. Trans. 0.21' A.C. Overlay <br /> Adjust existing Phone/Com. Box to grade <br /> A Conform at Access Ramp <br /> _ _ _ Ex/sting siderva/k to remain <br /> + <br /> o Wcver/y School Parking x + + <br /> -x-x-x-x-x-x-x-x—x—x� c'.+ E.P. <br /> m m_ <br /> 0 0 0 <br /> rn 14 A 151,68 <br /> — 0 <br /> ----- <br /> I <br /> E.P. (0 E.P. <br /> Const. <br /> 0 <br /> 55' <br /> A.C. Trans. <br /> N 30'-37' - � <br /> Const. 0.21' A.C. Overlay ■ o <br /> 22'-29' - - 8' 10' I 8+ 25 <br /> Sta. 48+18 (18' Lt.); <br /> 01D <br /> £ <br /> Adjust existing Storm Drain Inlet to grade <br /> 0 Refer to ADJUST FRAME AND GRATE DETAIL ��� �� w <br /> Asphalt Concrete sheet 5 for details. `cam P <br /> a 0.10' Asphalt Concrete Overlay t <br /> At Waverly School Parking area �' + <br /> o (Approx. 623 S.Y.) yar. I Conform at Drainage Inlet Grate 1 �o <br /> vary <br /> 3 E.P. <br /> - <br /> ��/�G�L4d�ly✓-v_v�_LT.d��� o o O`- -� ` - <br /> SECTION A—A 47 0 a <br /> 'p E.P. Existing Cross-Drain O `� <br /> 1 <br /> (` <br /> Const. to remain. <br /> E END OF PROJECT <br /> o COUNTY OF SAN JOAQUIN NO SCALE PLANS WILMARTH ROAD RESURFACING Sheet No. <br /> (State Highway Route 88 to Cherokee Road) 4 of 6 <br /> DRAWN BY I DATE I PROJECT ENGINEER DATE CHECKED DArE APPROVAL RECOMMENDED I DATE <br />