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Existing Surfoce� —� See Note{ <br /> - - - - - - - - - - - - - - - - - ADLIUST MANHOLE DRIVEWAYS <br /> ..60' Aspholt Concrete <br /> Note : Lenyth, width and location FRAMES AND COVERS Type 4uontities <br /> to be determined by the Location uantit No. Area <br /> Engineer. Q y <br /> Throughout project / Foch D 7 208 S. Y. <br /> PAVfNfNT RfPA /R Df TA/L E 5 /29 S. Y. <br /> Conform E P <br /> PAVEMENT REPAIR ASPHALT CONCRETE <br /> C9 Location Quantity <br /> 22 sites throughout project 623 S. Y. ( TYPE B ) <br /> Conform _� Exi5tin wloyh Location Quantity <br /> l2 Min Roadway 430 Tons <br /> TYPED PLANING ASPHALT Driveways 47 Tons <br /> 0.30'A halt Concrete over Povement Repan' 366 Tons <br /> shaped and compacted CONCRETE PAVEMENT <br /> notive materia/ Total 663 Tons <br /> Conform @ E P. Location Quantity <br /> Sta. O t 25 to Sta. O f 50 /67 S. Y. <br /> Sta. tot 75 to sta. 11 * oo 89 s. v. PAVEMENT REINFORC/N6 <br /> P <br /> Total 256 S. Y. <br /> FABRIC <br /> R Conform to existing Conform Locotion Quantity <br /> Q ; roduis. TYPE L' SHOULDER BACKING sta. 0 -A50 to Sto. l0 t75 2,733 5. y <br /> m Variable depth Asphalt Concrete Locotion QUontit <br /> over existing paved driveway. y <br /> Sto. 0 7, 25 t o Sta. //f 00 143 Tons <br /> TYPICAL DRIVEWAYS <br /> m <br /> a <br /> a CONSTRUCT/ON DETAILS WASHINGTON cSTRfET Sheet N <br /> COUNTY OF SAN JOAQUIN NO SCALf <br /> .p ANO NOTES Ventura Ave. to Cif Limits <br /> Drawn By7777T ►roper Engin�eaor Dara I <br /> p pChocked IDara I Submitted I D•r• I ARrMk Recommended D to <br /> 6G / d Ore oliu 4/aB 7 gw 4/dd 41108 <br />