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II <br /> fx4tin9 .Suribce See Note <br /> - - -- _ - -- ADcJL/ST MANHOLE DRIVEWAYS <br /> - - - - - - - - - - - - - - - - - - - - - - - f'RAWS AND COVERS Type Quantities <br /> 0.80' Aeplwlt Concnrts NO. Area <br /> Note : Len th, width and /ocatisn Loeotion Quontity <br /> 9 D 22 sol s, y. <br /> to be deternsined by /be Thoughout Prgject / Each <br /> Engineer. f 6 237 S. Y. <br /> PAVfMfNT RfPA/R Df TAIL <br /> Conformer E. P. PAVEMENT REPAIR ASPHALT CONCRETE <br /> Location Quantity <br /> / site thou yhout project 80 S. Y. (TYPE B ) <br /> Location Quantity <br /> Existing W/dth Roadway 879 Tons <br /> conform /z' Min. PLAN/NG ASPHALT .Intersection /o Tons <br /> TYPE D CONCRETE PAVEMENT Driveways /41 Tons <br /> 0.30'A o/t Concrete over Povement Repair 53 Tons <br /> ahoped and cospacted Loeotion Quontity Tota/ 1,083 Tons <br /> native materia/ <br /> Con/brm f P. <br /> Sto. 0 -1ll to Sic. Ot36 125 S. Y. <br /> @ <br /> Sta. 15 -108 to Sta- 15y,33 //O S. Y. <br /> Toto/ 235 S Y. PAVEMENT REINFORCING <br /> .Q <br /> 1 FA BR/C <br /> 0 R Conform to existing <br /> Conform SHOL/L DER BACKING L ocotion Quantity <br /> Oroduis. TYPE E Loeotion Quontity Sto. O -126 to Sto. 7><74 /,994 S. Y. <br /> " Voriob/e depth Asphalt Concrete Sta. 01 // to Sta. 15f 33 298 Tons Sta. 7-1 92 to Sto. /5-118 /, 936 S. Y. <br /> over existing poved drivewoy. <br /> Tota/ 3, 930 S. Y. <br /> E TYPICAL DR/VfWAYS <br /> w <br /> s <br /> ao CONSTRUCTION DETAILS HAZELTON AVENUE Shot No. <br /> COUNTY OF SAN JOAQUIN NO SCALE AND NOTeS Ventura Ave. to. fresno Ave. 6 of 15 <br /> onto By ate ProNet 9gb•a o.% q»Wyd °.r• frMMfbd o.r• wed•d Dab <br /> c1o..o 2/BB G ',�186? o0.-� . .ma.� 4188 OWd f,46 41,14 _ �Qg <br />