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40' A.C. <br /> Q Trans. <br /> R" <br /> PC:" 0.25' A.C. Overla 40' A.C. 40' A.C. 0.21' A.C. Overlao Trans. Trans. <br /> 15'ow. 15' <br /> 0� O <br /> copO 00ooO 0O OO <br /> \\ + <br /> O w <br /> rL Const. <br /> \\ <br /> w D � U) (A3 3 N N <br /> O <br /> "' \ I + I+ <br /> � _ A\ • <br /> ccnM E.P. <br /> E.P. <br /> R ; <br /> oR� ao w co <br /> Cn <br /> R OO_ O <br /> O <br /> • 0 15 0 <br /> m m 11',__ <br /> 10 0 12 o 13 <br /> - + c - = RR <br /> m I �} I v E.P. E.P. <br /> yA cn <br /> Grade to Drain F STREET _ <br /> —1z <br /> Conform 2' from North Rail fel <br /> M <br /> BEGIN RESURFACING <br /> F STREET <br /> E.P. 0 LEGEND <br /> 8' o <br /> 5' 3' o Area of Pavement Repair R Conform to Existing Radii <br /> Lh � (Approx. 170 S.Y.) <br /> moo ��q� 3 Existing Sanitary Sewer Maintenance Hole <br /> ` --- ±27, � Variable depth Asphalt Concrete ; Existing Utility Box to Adjusted to Grade buy other <br /> r <br /> 08 Depth of Asphalt Concrete Pavement Planing t><; Existing Water Valve to Adjusted to Grade buy other <br /> W m N.T.S. 0.25' A.C. P P 9 9 J Y <br /> � 0.50' A.C. Pavement Repair..i � p Variable Depth Asphalt Concrete Overlay Existing Gas Valve to Adjusted to Grade buy other <br /> M SECTION A—A ■ Limits of Asphalt Concrete Pavement Planing Existing Storm Drain Inlet to Remain in Place <br /> P Sta. 10+33 to Sta. 11 +75 (Rt.) <br /> V <br /> COUNTY OF SAN JOAQUIN No SC,E PLAN FREMONT STREET; (100' W/0 Golden Gate Ave. south to Windsor Ave.) Sheet No. <br /> F STREET; (Roosevelt Street to Waterloo Road) 3 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED I DATE <br />