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r EP Conform ® E.P. T 8' 1:1 PLANING ASPHALT CONCRETE PAVEMENT ASPHALT CONCRETE (TYPE B) i Conform 7 Location Quantity Location Quantity _ 12' Min. Existing Width Fia Avenue Mainline: Sta. 0+35 to Sta. 0+60 56 S.Y. Fig Avenue 0.30' Asphalt Concrete over shaped Sta. 52+18 to Sta. 52+43 155 S.Y. Sta. 0+35 to Sta. 52+43 1,935 Tons and compacted native material. Peach Avenue Peach Avenue TYPE D Sta. 0+35 to Stu. 0+60 56 S.Y. Sta. 0+35 to Sta. 52+44 1,941 Tons NOTES FOR TYPE D DRNEWAYS: Sta. 52+19 to Sta. 52+44 155 S.Y. Fia Avenue Intersections: Sta. 18+75 (Lt.) — Saw Cut and Remove Concrete Total 422 S.Y. Fig Avenue 144 Tons 16'3 from centerline of const. (Approx. 22 S.Y.) i Peach Avenue 144 Tons Sta. 31+75 (Lt.) — Saw Cut and Remove Concrete 18'3 from centerline of const. (Approx. 22 S.Y.) Mainline Widening: Peach Avenue Fig Avenue 259 Tons Sta. 43+20 (Rt.) — Saw Cut and Remove Concrete SHOULDER BACKING Peach Avenue 298 Tons 20'3 from centerline of const. (Approx. 22 S.Y.) nSta. 49+60 (Lt.) — Saw Cut and Remove Concrete Location Quantity 20'3 from centerline of const. (Approx. 22 S.Y.) m Fig Avenue 603 Tons �,�'. TOTAL 91 S.Y. > Peach Avenue 668 Tons Fig Avenue 138 Tons m Total 1 ,271 Tons Peach Avenue 168 Tons Project Totals: 5,027 Tons EP Conform ® E.P. R R DRIVEWAYS PLACE MONUMENT FRAMES & COVERS + Type D Type E Location Quantity Conform No. Area No. Area Fia Avenue Sta. 26+03 1 Each over existing paved driveway. Fig Avenue 14 387 S.Y. 17 532 S.Y. Peach Avenue Peach Avenue 17 595 S.Y. 15 428 S.Y. Sta. 26+03 1 Each * Peach Avenue: 10' Driveway at Sta. 47+17 Rt. o Total 31 982 S.Y. 32 960 S.Y. <— Total 2 Each 10' Driveway at Stu. 48+20 Rt. t. TYPE E m A R = Conform to existing radii TYPICAL DRIVEWAYS EOR'AWN NTY OF SAN JOAQUIN No SCALE SUMMARY OF QUANTITIES FIG AVENUE AND PEACH AVENUE RESURFACING Sheet No. BY DATE PROJECT ENGINEER I DATE T CHECKED DATE SUBMITTED DATE AP R VA ECOMMENDED PATE o1 1 14*,,1 04,ow l-& 11/4/0. � w/a