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N <br /> 1 <br /> I <br /> I <br /> I <br /> I <br /> i T <br /> O <br /> Note: � 3 <br /> Existing M.B.G.R. to (� E P <br /> remain in place. E.P. 'C Const. <br /> Conform 27 37 38 iv 130 N 131 N <br /> to existing N <br /> E.P. (See Note) <br /> ti <br /> 50' + E.P. 50' E.P. ± `. a <br /> E.P.Trans. r n E.P.Trans. `— <br /> N <br /> O S Q <br /> Y N O <br /> I <br /> 12' 12' N 50 N <br /> r` >..- Pv _a^�1•., sA /1, 1 . I 1 ell Trans. <br /> ® . .` 1 d s Sd.: dt 7 � <br /> w � <br /> 22't Conform—Sta. 25+00 <br /> �g Should <br /> o m - site OfWL*4 <br /> ° BEGINNING OF PROJECT END OF PROJECT <br /> m <br /> LEGEND <br /> ® Variable depth Asphalt Concrete <br /> fr a <br /> E Limits of Asphalt Concrete Planing <br /> m <br /> L <br /> 0.00' Depth of Asphalt Concrete Planing <br /> = COUNTY OF SAN JOAQUIN WOODWARD AVENUE RESURFACING Sheet No. <br /> g ? NO SCALE PLAN Oakwood Lake to Airport Way of r <br /> Drawn By Dao Project engineer I Dare 44 Checked Dol. Su/b'mitted Dar. roval Recommended Date <br /> P� 6�9a 6/ <br /> 90 6/90 771 ),4vi �iyfe <br /> G <br /> ✓ja <br />