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Const. pM. <br /> y` <br /> Limits of Clearing and Grubbing " No 212589 <br /> �* <br /> Epp. 9-M-W <br /> 6' 4 12' 12 <br /> 'T CIVI <br /> 24' Pavement Reinforcing Fabric FBF CA05" <br /> ConformV r _ Var• I _ Var. Var 'r! <br /> —a_ Var Conform <br /> —� <br /> VarifA <br /> able Depth Existing Roadway 0.17' Asphalt Concrete Overlay <br /> .Shoulder Backing *2' — Sta. 86+00 to Stu. 89+34 Rt. <br /> (Typ') *4' — Sta. 89+34t to Sta. 97+60 Rt. <br /> • limits of mailbox relocation. <br /> TYPICAL SECTION *4' — Stu. 100+75f to Sta. 102+85f Rt. <br /> Sta. 86+00 to Sta. 275+50 <br /> Const. DESIGN DESIGNATION <br /> g I <br /> (10 YEARS — 2005) <br /> Limits of ClearingA.D.T. = 7000 T = 2% <br /> a and rubbing <br /> D.H.V. = 700 V = 60 <br /> 12' 12' D. = 50% <br /> Mo W LJ <br /> M — I <br /> y 4_ _ _ <br /> — _ _ — .) <br /> N <br /> C <br /> M00.17' A.C. Overlay 0 GENERAL NOTES <br /> c->, <br /> T Survey Monument Fromes and Covers located at <br /> SHOULDER DETAIL WITH Sta. 110+97t, Sta. 125+17t, Sta.128+82t, <br /> -' Sto. 155+22f and Sta. 181+63± shall be <br /> ob o ASPHALT CONCRETE DIKE adjusted to grade. Exact location shall be <br /> determined by the Engineer. Refer to S.J. Co. <br /> Sta. 97+60 to Sto. 100+75 Rt. *29' Std. No. R-28 for details. <br /> Sta. 102+85 to Sta. 128+73 Rt. *32' TYPICAL TRAFFIC <br /> m Sta. 203+96 to Sta. 205+27 Rt. * 16' <br /> Sta. 203+96 to Sto. 205+56 Lt. *16' LANE LAYOUT <br /> g Sta. 207+04 to Sta. 208+70 Rt. *16' <br /> COUNTY OF SAN JOAQUIN CONSTRUCTION DETAILS EIGHT MILE ROAD RESURFACING Sheet No. <br /> (State Route 99 to State Route 88) 2 of 8 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE OVAL COMMENDED DATE <br /> Erika A. Richert 6/96 10, 04 1 0­14. 17/1-1 1 .es_ _. / _ / _> > >i <br />