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l <br /> Const. GENERAL NOTES <br /> I <br /> Limits of Clearing and Grubbing 1. Water Valve frames and covers will be <br /> adjusted to grade by California Water <br /> 4' 11' + 11' 4' Service Co. after resurfacing is completed. <br /> 22' Pavement Reinforcing Fabric <br /> Conform — Var. Var. _ Conform <br /> ,Aor' Vo <br /> L - --- --- -- -- -- - -- ------J i <br /> 'X' Asphalt Concrete Tr. Depth Shoulder Backing <br /> "X" = 0.30' Main St. north 900± yP ) <br /> Existing Structural Section <br /> "X" = 0.17' 900'± N/0 Main St. to <br /> Washington St. <br /> a <br /> TYPICAL SECTION w Q- <br /> 0 <br /> o w <br /> Main St. to Washington St. 0 <br /> Sta. 0+16± to Sta. 30+40t cJ <br /> + <br /> 0 <br /> + n <br /> 0 <br /> 0 50' Trans. 0.30' A.C. 100' Trans. 0.17' A.C. 25' TYPICAL TRAFFIC <br /> 0 Trans. <br /> 12' J 4, LANE LAYOUT <br /> o <br /> 0 0 0 + 0 m <br /> Const. + o Const. 4 00 <br /> I& E.P. E.P. .Q- I LEGEN <br /> R 12' <br /> N ® Variable Depth <br /> N N N N i N SOD j Asphalt Concrete <br /> N 1 N N 9 10 N N 29 N N 30 Z <br /> Z * R Radii Conform to Existing <br /> X11 E.P. , Z <br /> o: E.P. <br /> `J ui �wQ- + R I = p <br /> ® R & D 3 Sections E 3 0.00' pavement planing Concrete <br /> E� of A.C. Dike <br /> 00 of "' Pavetment Planiion of nyalt Concrete <br /> 0 <br /> BEGINNING OF PROJECT END OF PROJECT <br /> csaccr r,acwax an: cx¢xm are sueumm a a` COUNTY OF SAN JOAQUIN NO WALE ilYl iL SM" PrtaEcir WALKER LANE °Em .e <br /> <oLCY!' ee �.teiaf /// f/(Nu.L,��/ai.• '%, " s/yy MM1 PIMI Main St. to Washington St. 12 13 <br /> 5 77 wxx si <br />