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ADJUST MANHOLE <br /> a FRAMES AND COVERS <br /> 4' <br /> Existing Curb ' i Existing Surface Location Quantity <br /> and Gutter �,\\/\`\ Existing Surface Throughout Project 9 Ea. <br /> —\ Existing Curb 9 <br /> and Gutter <br /> � Op6 T — O00 Conform PAVEMENT REPAIR <br /> —___-- Conform =— = Location Quantity <br /> —� Grading Plane <br /> —J 17 Sites Throughout Project 715 S.Y. <br /> Grading Plane <br /> NOTE: Asphalt Concrete Surfacing <br /> not shown for clarity. NOTE: Walt Concrete Surfacing PLANING ASPHALT <br /> nog shown for clarity. CONCRETE PAVEMENT <br /> PLANING DETAIL Location Quantity <br /> Sta. 9+67f to Sta. 14+50 (Lt. & Rt. Side) PLANING DETAIL Sta. 9+67t to Sta. 9+757 82 S.Y. <br /> Sta. 15+50 to Sta. 16+00 (Rt. Side) Sta. 16+00 to Sta. 24+30 (Rt. Side) Stu. 9+75 to Sta. 14+25 800 S.Y. <br /> Sta. 15+50 to Sta. 15+84 (Lt. Side) Sta. 14+25 to Sta. 14+50 111 S.Y. <br /> Sta. 15+50 to Sta. 15+75 100 S.Y. <br /> Sta. 15+75 to Sta. 25+30d: 443 S.Y. <br /> Sta. 28+05 to Sia. 28+30 89 S.Y. <br /> LEGEND Total = 1,625 S.Y. <br /> Conform O E.P. ® Variable Depth Asphalt Concrete <br /> —r -� SHOULDER BACKING <br /> 4' 4' 'q .? •R = Conform to Existing Radii Location Quantity <br /> 1 <br /> Sta. 15+50 to Sta. 28+30 (Lt. Side) 64 Tons <br /> Sta. 24+30 to Stu. 28+30 (Rt. Side) 20 Tons <br /> Existing Width Total = 84 Tons <br /> 12' Min. <br /> TWE D TYPE E • DRNEWAYS <br /> R <br /> 0.30' Asphalt Concrete over shaped Variable depth Asphalt,Concrete T Quantities <br /> and compacted native material. over existing paved driveway. — Type <br /> No. Area <br /> D 5 48 S.Y. <br /> TYPICAL DRIVEWAYS Guernsey Ave. E 11 100 S.Y. <br /> a: eR ASPHALT CONCRETE E B <br /> w <br /> A7 see Note ® Location secins Quantity <br /> Existing Surface o E Roadway857 Tons <br /> 9 — — o E Intersections 7 Tons <br /> — � wPavement Repair 70 Tons <br /> N c Driveways 20 Tons <br /> Total = 954 Tons <br /> NOTE: Width, bngth and locations 0.70' Asphalt Concrete GUERNSEY AVE. ® ORO AVE. <br /> PAVEMENT REINFORCING FABRIC <br /> to be determined by the <br /> Engineer. Location Quantity <br /> PAVEMENT REPAIR DETAIL Sta. 9+75 to Sta. 14+15 1,173 S.Y. <br /> Sta. 15+80 to Sta. 28+00 3,253 S.Y. <br /> Total = 44 42 <br /> rxmsa aaxsm Mis a�scxm <br /> 1MWI su Mre re ODNN57RUCRON DEEAILS ORO AVENUE 10eL <br /> ii7 �/lwr( dy> 7,,7:0 COUNTY OF SAN JOAQUIN NO SALE AND N07ES PROJECT Section Ave. to Main St. 11 13 <br /> p eemwAavw <br />