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Conform o E.P. ASPHALT CONCRETE PAVEMENT REINFORCING <br /> T TYPE A FABRIC <br /> 9L g Location Quantity Location Quantity <br /> Man Line Ste. 156+50 to 207+00 11,222 S.Y. <br /> Ste. 157+50 to 189+00 1283 Tons <br /> Ste. 190+00 to 206+91 909 Tons <br /> Existing Width Conform Pavement Repair 21 Tons <br /> 2• Min. Total 2,213 7PLANING ASPHALT <br /> orro <br /> Variable depth Asphalt Concrete CONCRETE PAVEMENT <br /> over existing paved driveway. <br /> TTyyppes� <br /> Location Quantity <br /> WIRE Beg. Project(156+50 to 157+00) 122 S.Y. <br /> TYPICAL End Project (207+20 to 207+31) 165 S.Y. <br /> ASPHALT CONCRETE <br /> Total 287 S.Y. <br /> TYPE B <br /> Location ouontity <br /> o See Note Below Transition <br /> Ste. 156+50 to 157+50 29 Tons PAVEMENT REPAIR <br /> Q Existing Ste. 189+00 to 190+00 54 Tons <br /> Surface — — — Ste. 206+91 to 207+31 52 Tons Locati0n Quantity <br /> b — — — — — — Driveways (Type E) 51 Tons <br /> Sla. 159+50 (Right) 11 S.Y. <br /> Total 186 Ton Ste. 167+90 (Center) 50 S.Y. <br /> Ste. 170+90 (Right) 3 S.Y. <br /> Total 64 S.Y. <br /> A 0.50Asphalt Concrete <br /> DRNEWAYS SHOULDER BACKING <br /> PAVEMENT REPAIR DEW QuantityLocation QWWVW <br /> Note: Width, length and locations to Type Mo. Area <br /> be determined by the Engineer. E 10 430 S.Y. Ste. 156+50 to 207+31 1,093 Tons <br /> 0 <br /> z <br /> $ COUNTY OF SAN JOAQUIN No � SIMM WY OF QUANTITIES FAIRCHILD RESURFACING sheet No. <br /> � (B(Beechereher Roadd to Jock Tone Rood) 5 of 5 <br /> DkA BY DATE PROJEC7 E11471EH7 BMiE C11ECItD DMTE sOiaTTED DATE RE001111EWW IMTE <br />