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Conform at EP <br /> PAVEMENT REPAIR SHOULDER BACK/NG <br /> 8 7 Location oaanti"y Locotion Quontit <br /> �� EWJfh9 Conform Z7 Sites throughoui project 825S. Y Sta. 0+ 66" to Sfa. 109x'60 656 Tons <br /> (/Z' Min. ) <br /> 0. 30' Asphalt Concrete over <br /> Shaped and compacted native material. <br /> TYPE D PLAN/NG ASPHALT DRIVEWAYS <br /> CONCRETE PAVEMENT <br /> Conform ath p Location Quantit Quantities <br /> Sta. 0t65 to Sta. 0o80 85 S. Y. Type No, Area <br /> B' p 7- YER- Conform tv 5t-a. 36,' 12 to Sfa. 37x17 280 S.Y. Q 25 772 5. Y <br /> ex is tiny radii Fair chi/d Rd Intersection 97 S.Y. E 33 /, 222 S. Y <br /> �I Exis fin <br /> Width9 � Conform <br /> sta. /09,'30 to Sfa. 109160 /24 $. Y <br /> I I <br /> Voriable depth Asphalt Concrete rota/ 586 SY <br /> over exist,ny paved driveway. <br /> T YPE E ASPHAL T COAX RE TE <br /> ( Type B) <br /> TYPICAL DRIVEWAYS EARTHWORK (Mist. Areas) Location Quantit <br /> Location Quantity Roadway S,968 Tons <br /> 5ta. 0,'66fv Sta. 1091-60 /09 Sfa. Glenview Rd Intersection /0 Tons <br /> Fairchild Rdlntersectiorn 687ons <br /> See Note Below Driveways - Type O 1607a,7-5 <br /> EX tiny Surface Driveways - Type E /477`ons <br /> IMPORTED BORROW Pavement Repair 3007ons <br /> . ; ,',' Location Quantity rota/ 6,653 Tons <br /> n <br /> Sta. 0/-65 to sta. 12,25 (Rt) 42C.Y <br /> p > _ _ _ _ _ Sto. /t00 to Sta. 12,'25 CL t) /Z2 C.Y ` \ <br /> ` <br /> S-1-a. /2t25to Sta. /09,'60 2,629C.Y M T R / lDffr <br /> m 0.50' Aspha/f Concrete <br /> AKT NEELi///A/I rata/ 2,843 C. Y. <br /> U PAVEMENT REPAIR DETi41L <br /> t `to Sta. ,art?0� <br /> Sfa. Q B z6,'6� S,-Y <br /> E NOT£: Width, length and locations <br /> A to be determined by Fnyineer <br /> A LEIEArEb <br /> � o COUNTY OF SAN JOAQUIN No SCALE CONSTRUCT/ON Df TAILS ALP/NE ROAD RESURFAC/NG Sheet No. <br /> y AND /VOTES State Route 26 to State Route 88 S of 5 <br /> Drawn By I Dat. I ProjectEnetnaa Date Checked Dot. Submitted Dora ftprowl Recommended Date <br /> C aite(G 5/5'/ Kat <br /> i tyt s/� <br />