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0.17' A.C. Overlay 100' A.C. Trans. <br /> m <br /> ao <br /> in 50'� o <br /> Const. + + <br /> E.P. N w ' <br /> 000 <br /> 11 <br /> N � <br /> 63 <br /> M N <br /> M <br /> 64 65 66 67 <br /> +i <br /> N <br /> M N <br /> M <br /> m <br /> (Approximately) <br /> E.P. Stockton Cit Limits <br /> Gr <br /> - - Ste. 66+23± <br /> g 0��03/06 END OF PROJECT <br /> u u w _ ��,y <br /> i n . <br /> v <br /> Limits of Clearing� See Note Below 9 and Grubbing <br /> s Existing 41' <br /> _ N Surface <br /> * QuItgr Gragep off <br /> Earthwork Sta. 8+75± Rt. to Sta. 9+ 5±(Rt.): 34'± <br /> 77- 11 <br /> (Mist. Areas) Sta. 9+50± Rt. to Ste. 12+50±(Rt.): 38.5'±-39'± <br /> 24 8' 2' 12-2.5 ASte. 8+75± to Stu. 9+15± (Rt.) = 0.06' <br /> O Pave Existing A.C. Frontage (0.17' to 0.04') <br /> 0.50' Asphalt Sta. 9+15± to Ste. 12+50± Rt. <br /> Concrete 0.17' ( ) <br /> PAVEMENT REPAIR DETAIL y r -I �f <br /> iy <br /> v Note: Width (4' Minimum) I No. 38/65 <br /> ' Approximate dimensions used for estimating purposes — < Conform ® Face of Existing ` E, b 31-05 <br /> are available upon request. Dimensions and locations Concrete , Ih ?! <br /> E are subject to change of Engineer Curb <br /> Engineer's discretion. Existing A.C. SurfacetEpQ' <br /> a Gutter Grade <br /> N DITCH DETAIL (Hot•: s« Pay. to for Grad« m1d Pipe pla«,R«I ) /, �� <br /> c Ste. 8+75± to Ste. 12+50± (Rt.)** (/SLS <br /> 117 <br /> **( o Concrete Curb from Ste. 8+75± to Ste. 10+07±) Peter D. Martin <br /> RCE 38465 <br /> COUNTY OF SAN JOAQU N No scALE PLAN EL DORADO STREET RESURFACING Sheet No. <br /> DRAWN BY <br /> (I-5 to Stockton City Limits) 9 of 13 <br /> _- <br /> DATE PRQIECT ENGINEERDATE CNECNED DATE APPROVAL RECOMMENDEDDALE __..... <br /> i0 �29�H T ^3d/G� A62,o <br />