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Const. <br /> Limits of Clearing and Grubbing <br /> 8' 4' 12' �i� 12' 4' 81 <br /> 24' Pavement Reinforcing Fabric <br /> Conform _ Var. iVar. Conform <br /> Var. <br /> 17-177 Z/ XJ <br /> Var. <br /> Existing Roadway Shoulder Backing <br /> — 0.17' Asphalt Concrete Overlay (Typ•) <br /> MATHEWS ROAD <br /> Sta. 10+32f to Sta. 14+10t GENERAL NOTES <br /> 1 . Advanced leveling work is required at <br /> the intersection of Mathews Road and <br /> the south leg of Harlan Road. Payment <br /> 0 <br /> for this work is by Force Account. <br /> 3 r <br /> $ m Const. 2. Water Valve frames and covers shall <br /> be adjusted to grade by City of Stockton <br /> v after the project is completed. <br /> M Limits of Clearing and Grubbing <br /> o Var. 14' to 16' - �_ Var. 14' to 16' MP <br /> Conform �— 24' Pavement Reinforcing Fabric ►{ Conform <br /> Existing A.C. Dike <br /> cn (Typ-) Var. Var. <br /> M 71 , <br /> z <br /> o Exis _ting Roadway <br /> 0.17' Asphalt Concrete Overlay <br /> ASH STREET <br /> 0 <br /> z Sta. 14+10f to Sta. 17+21t <br /> 0 <br /> m COUNTY OF SAN JOAQUIN No SCALE r I I TYPICAL SECTION MATHEWS RD. ASH ST. RESURFACING Sheet No. <br /> EI Dorado St. to McKinley Ave. 2 of 4 <br /> Drawn By Date Project Engineer Date I Checked Date __Submitted Date r val ommended Date <br /> / 6;A1W4p1, ,/�/95 �r7'EfGro �I�yy _ <br />