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-- -- Conform ® E.P. --- <br /> 4' Minimum Existing Conform ® E.P. <br /> Surface Ep EP <br /> �. •� *�• R R *8• <br /> Conform 0.30' Asphalt Concrete Conform Variable depth Asphalt <br /> 0.50' Asphalt over shaped and compacted Concrete over existing <br /> Concrete Existing Width native material. Existing Width driveway. <br /> PAVEMENT REPAIR DETAIL 12' Min. 12' Min. R = Conform to Existing <br /> Note: Width (4' minimum), length and locations <br /> TYPED TYPE E Radii. <br /> to be determined by the Engineer. TYPICAL DRIVEWAY DETAILS <br /> k Length of driveways may be extended <br /> 12" Standard fraMe and to obtain a minimum slope of 10%. <br /> Dia. or Sq cover assem <br /> A.C. Overlay ((Refer to SJC Std. Length not to exceed Right of Way. <br /> s <br /> Refer <br /> CW-M1. GAL Stu. 68+12 (Lt.) Sta. 95+00 (Lt.) <br /> 4- VV Sta. 87+90 (Lt.) Sta. 96+15 (Lt.) <br /> 7 8. ° Sta. 68+27 (Lt.) Sta. 97+10 (Lt.) <br /> Exist. Roadway 'J1 Sta. 89+10 (Lt.) Sta. 98+30 (Lt.) <br /> P.C.C. a s- Sta. 93+40 (Lt.) Stu. 98+95 (Lt.) <br /> Stu. 63+12 (Rt.) = 10' <br /> ` Undisturbed Exist. survey monument <br /> basement soil to remain in place and <br /> C* <br /> a SURVEY MONUMENT DETAIL <br /> m Refer to S.J.Co. <br /> Const. Improvement Standard <br /> 0.50' <br /> Max (Typ.) No. CW-M7 <br /> 36' T .) <br /> L 17' (TYp-) <br /> 0 <br /> ' .. Slone <br /> 1' Min. A.C. Cover (Typ.) CROSS DRAIN DETAIL 12 Dia. Reinforced I Varies <br /> Concrete Pipe (Class IV) <br /> 0 f Sta. 28+00 and Sta. 54+00 Note: Trench shall comply 6- 12" <br /> z NO SCALE ;-' with S.J. Co. Improvement <br /> I Standard R-19 where applicable. <br /> __ 18" DIA. STORM DRAIN INLET <br /> o Existing 24"0 Water Line NO SCALE <br /> f5' Rt. of CL, ±42" Deep <br /> ESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSVALPICO ROAD TRUCTION DETAILS <br /> (Lammers Road to 2,700' e%o Corral Hollow Road) sot 7 <br /> DRAWN BY DATE I PR ECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />