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82329 <br /> See Note <br /> CONFORM @ E.P. <br /> Existing Surface <br /> �.\ <br /> -col •W1. 'p — — — — <br /> CONFORM tt i 0.50, A.C. <br /> Existin Width t 1 <br /> Note' Width, length and locations to be <br /> l2Min. determined by the Enyinear. <br /> TYPICAL DRIVEWAYS <br /> TYPE D TYPE C E <br /> PAVEMENT REPAIR DETAIL <br /> ; <br /> o. 30' Aapho/t Concrete over shaped Type C - Voriobk depth Class 2 Aggregate Bose ASPHALT CONCRETE <br /> and compacted native material. over existing gravel driveway. ( Type 0) <br /> Type E - Variable depth Asphalt Concrete <br /> LEGEND ¢xisting pov¢d driv¢way. Location Quantity <br /> •R Conform to Existing Radii. Roadway 3,662 Tons <br /> • Conform @ 20' from E.P of the fo/%wing locations: Driveways /5 Tons <br /> Sto. 26 *45(4t), ft. 27*35(Rt), Sto. 28*70(411.) and $to. 28*75 (Rt). Pavement Repair l42 Tons <br /> _ Total 3,819 Tons <br /> PAVEMENT REPAIR XMPORTED BORROW <br /> Location Quantity Location Quantity <br /> 25 Sites (19t00 to 90+25) 424 S.Y. Sto. /9+00 to 90*25 2,956 C.Y. <br /> PLAN/NCj ASPHALT DRIVEWAYS <br /> CONCRETE PAVEMENT quantity <br /> Location Quantity Type No. Arco <br /> Sta. /9*00 to /9*50 /53 S.Y. Type C /0 399-S.Y. PLACE MONUMENT FRAME <br /> Stn. 28+29 to 28+49 45 S.Y. - Type D 1 32 S.Y. AND COVER <br /> Stn. 90 +00 to 90+25 61 S.Y. Type E 2 49 S.Y. <br /> Location Quantity <br /> Toto/ 259 S.Y. <br /> r Sta. 26 +60 39 / Eoch <br /> M CLASS 2 AQ REBATE .BASE Sto. 53 +o0 25 / Eoch <br /> Z EARTHWORK stn. 79 + 3/ 0 / Each <br /> M (Mist. Areas) Location Total 3 Each <br /> Quantity <br /> Location Quantity 6 Sites 09+oO to 90+ 25) 54 Tons <br /> Sta. /9400 to 90 *25 72 Stu. <br /> a <br /> a <br /> a <br /> f <br /> M <br /> 9 <br /> Z COUNTY OF SAN JOAQUIN SCALE NONE CONSTRUCTION NOTES PELTIER ROAD Sheet No. <br /> AND DETAILS Thorntm Rd. to 0.3 Mile "'1/o Roy Rd. 3 of 3 <br /> Drawn By Date Project En ineer Date I Checked By Date I Approval Recommended By I Date I Deputy Director Date <br />