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Conform ® E.P. <br /> ADJUST MANHOLE SHOULDER BACKING <br /> FRAMES AND COVERS <br /> Location Quantity <br /> Location Quantity Ste. 48+50 to Ste. 67+00 66 C.Y. � y M H 'F <br /> Ste. 67+00 to Ste. 94+00 48 C.Y. h y5v y <br /> Existing Width 1 Each Ste. 94+00 to Ste. 101 +50 20 C.Y. m <br /> Ste. 109+34 Rt. No. 21258 <br /> 12' Min. *Refer to Plan Sheets for Ste. 111 +48 Rt. 1 Each * Exp. 9-70-97 <br /> Total 134 C.Y. <br /> 0.30' Asphalt Concrete over shape Variations in Widths. Sta. 114+30 Rt. 1 Each <br /> and compacted native material. Ste. 116+12 Rt. 1 Each qTF CIVIL <br /> �F Ccj <br /> TYPE D Total 4 Each <br /> DRIVEWAYS <br /> Conform ® E.P. —NIN (Type D) <br /> ADJUST WATER BOX <br /> FRAME AND COVER Location Quantity <br /> R=Conform to Location Quantity 20 Project Sites Throughout 973 S.Y. ASPHALT CONCRETE <br /> existing radii <br /> Variable depth Asphalt Concrete Ste. 104+69 1 Each BASE (Type A ) <br /> over existing paved driveway. <br /> Location Quantity <br /> TYPE E DRIVEWAYS <br /> TYPICAL DRIVEWAYS ADJUST WATER VALVE (Type E) Ste. 68+00 to Ste. 91 +55 Lt. 159 C.Y. <br /> Ste. 101 +50 to Ste. 117+30 Lt. 309 C.Y. <br /> FRAMES AND COVERS Location Quantity Total 468 C.Y. <br /> Location Quantity 7 Sites Throughout 536 S.Y. <br /> Project <br /> ee Note Belo <br /> Ste. 105+12 1 Each PAVEMENT REINFORCING <br /> Existing Surface Sta. 105+14 1 Each <br /> Ste. 105+69 1 Each FABRIC <br /> Ste. 109+19 1 Each <br /> Ste. 109+59 1 Each ASPHALT CONCRETE <br /> Location Quantity <br /> — Total 5 Each <br /> 0.65' Asphalt Concrete (Type A) Ste. 48+75 to Ste. 117+08 18,221 S.Y. <br /> PAVEMENT REPAIR DETAIL Location Quantity <br /> Note: Width, length and locations to be <br /> PAVEMENT REPAIR Driveways <br /> 3 ,706 Tens 12"� REINF. CONCRETE <br /> determined by the Engineer. Y <br /> Location Quantity Type D 210 Tons <br /> Type E 55 Tons DRIVEWAY PIPE <br /> 3 Sites Throughout 62 S.Y. Dike (Type A) 1 Ton <br /> Project Pavement Repair 33 Tons (Class V) <br /> Structural Section <br /> Finished Grade Finished Grade Intersections <br /> msRoad <br /> PLANING ASPHALT (Southy 29 Tons Location Quantity <br /> (North) 21 Tons Ste. 1 1 1 +82 Lt. 40 L.F. <br /> CONCRETE PAVEMENT Thornton Road 20 Tons Ste. 112+36 Lt. 32 L.F. <br /> Ste. 113+50 40 L.F. <br /> Location Quantity Final Total 4,075 Tons Total 112 L.F. <br /> Ste. 48+50 to Ste. 49+00 178 S.Y. <br /> Ste. 116+00 to Ste. 117+40 Rt. 93 S.Y. ASPHALT CONCRETE 12" CORRUGATED <br /> Sta. 116+83 to Sta. 117+33 71 S.Y. <br /> Blossom Road <br /> South 56 S.Y. (Type A )(Leveling) STEEL PIPE <br /> North 56 S.Y. <br /> Koontz Road 82 S.Y. Location Quantity (0. 109» <br /> Thick <br /> 1-5 Ramps (West) Location Quantity <br /> �1N o Off Ramp 48 S.Y. Ste. 102+00 to Ste. 117+06 280 Tons <br /> On Ramp 56 S.Y. <br /> 12" O.D. 12" 12" O.D. 12" 1-5 Ramps (East) Ste. 104+24 extension 8 L.F. <br /> Off Ramp 64 S.Y. Ste. 106+17 extension 6 L.F. <br /> + 24" O.D, + 24" On Ramp 58 S.Y. PLACE ASPHALT Total 14 L.F. <br /> WITHIN PAVED ROADWAY AREAS OUTSIDE PAVED ROADWAY AREAS Thornton Road 68 S.Y. CONCRETE DIKEMokelumne Street 39 S.Y. <br /> (High Type—Type A) <br /> Total 869 S.Y. • STORM DRAIN INLET <br /> LEGEND <br /> Location Quantity Location Quantity <br /> 90% Relative Compaction <br /> (Select Native Material) ROADWAY EXCAVATION Sta. 99+65 to Sta. 100+00 Rt. 35 L.F. Ste. 104+74 Lt. 1 Each <br /> ® 95% Relative Compaction <br /> (Structure Backfill Material) <br /> Location Quantity <br /> TRENCH DETAILS Ste. 68+00 to Ste. 94+00 186 C.Y. <br /> w Ste. 101 +50 to Ste. 117+30 225 C.Y. <br /> o Total411 C.Y. • Designates Miscellaneous Facilities <br /> oN DRAWN BY DATE SHEET TOTAL <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPR VED DATE `�OGtNl l OF SAN JOA UIN NO CONSTRUCTION DETAILS & WALNUT GROVE RD. WIDENING AND RESURFACING <br /> u�/ � fl/�6 V �° SCALE SUMMARY OF QUANTITIES (Blossom Road to Sacramento Blvd.) N7. SHEETS <br /> FILE NAME DRAWER SHEET NO. ACAD <br /> - b e: \sam\walnut\quant.dwg <br />