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PAVEMENT REPAIR SHOULDER BACKING ASPHALT CONCRETE (TYPE B) <br /> Location Quantity Location Quantity Location Quantity/ <br /> 19 Locations 236 S.Y. Ste. 00+83 to Ste. 43+12 236 Tons Mainline 1,555 Tons <br /> Intersections 72 Tons <br /> PLANING ASPHALT Driveways 165 Tons <br /> CONCRETE PAVEMENT Pavement Repair 79 Tone <br /> Location Quantity „ Total 1,871 Tone <br /> Mainline: <br /> 12 DIA. CORRUGATED STEEL PIPE Ste. 00+78 to Stu. 00+98 59 S.Y. 0.079w THICK <br /> Ste. 00+98 to Ste. 01+33 23 S.Y. -- - - -- <br /> sm. 42+92 to Ste. 43+12 56 S.Y. Location QuantityPAVEMENT REINFORCING 'FABRIC <br /> IT, Intersections: <br /> Intersection O Horner Avenue 194 S.Y. Intersection O Homer Avenue: Location Quantity <br /> o Intersection O Washington Street 194 S.Y. Ste. 13+153 (20'3 Rt.) 5 L.f. <br /> i Planing Along Conc. Gutter Ste. 13+153 (22'3 Lt.) 5 L.f. Ste. 01+03 to Stu. 13+03 2,860 S.Y. <br /> °u Ste. 00+98 to Ste. 01+33 23 S.Y. Ste. 13+593 (22'3 Rt.) 5 L.f. Ste. 13+70 to Ste. 31+03 4,236 S.Y. <br /> Ste. 16+50 to Ste. 21+10 307 S.Y. Ste. 13+593 (19'3 Lt.) 5 L.f. Ste. 31+75 to Ste. 42+92 2,730 S.Y. <br /> w <br /> m 71 Total 688 S.Y.71 Intersection O Washington Street: Total 9,826 S.Y. <br /> 8 Fi Sta. 31+15t (21'3 Rt.) 5 L.f. <br /> z ADJUST (MAINTENANCE HOLE) Ste. 31+153 (20'3 Lt.) 5 L.f. <br /> Ste. 31+63t (19'3 Rt.) 5 L.f. <br /> FRAME AND COVER Stu. 31+633 (21.3 Lt.) Total 5 Lf. <br /> ° <br /> i location Quantity 40 Lf. <br /> ut <br /> b Ste. 01+333 ( 4' Rt.) 1 Each <br /> c <br /> Ste. 05+353 ( 4' Rt.) 1 Each <br /> Ste. 09+323 ( 4' Rt.) 1 Each <br /> Ste. 17+153 ( 4' Rt.) 1 Each <br /> Stu. 21+413 ( 4' Rt.) 1 Each <br /> e Ste. 24+853 ( 5' Rt.) 1 Each DRIVEWAYS <br /> ut C Ste. 28+863 ( 5' Rt.) 1 Each Qua <br /> 1 'v Ste. 35+483 ( 5' Rt.) 1 Each Type � � <br /> >M Ste. 39+673 ( 5' Rt.) 1 Each <br /> D 27 278 S.Y. <br /> .J O Not Shown in Plans Total 9 Each E 102 1,138 S.Y. <br /> rrA <br /> 71 <br /> O <br /> COUNTY OF SAN JOAQUIN to swE SUMMY OF OUMITITIESEAST STOCM ` iZErS 9M9FAd G- F 3' Sheen No. <br /> Olive Avenue (East Main Street to Myrtle Street) 8 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMRTED DATE APPROVAL RECOMMENDED I DATE <br /> �,raipwe �.rtia �0%2 7O3 oz l �q tlQ� i� �� ¢ eL <br />