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PAVEMENT REPAIR PLACE ASPHALT CONCRETE MINOR CONCRETE Location Quantity (Miscellaneous Areas) (Curb, Gutter and Sidewalk) 27 Locations 107 S.Y. Location Lt. Quantity Location Rt. Quantity Location Lt. Quantity Location Rt. Quantity Station to Station Station to .Station Station to Station Station to Station 5+69 to 5+95 2.9 S.Y. 5+95 to 6+38 4.8 S.Y. 5+69 to 5+95 26 L.F. 5+95 to 6+38 43 L.F. 6+26 to 6+46 2.2 S.Y. 6+68 to 6+91 2.6 S.Y. 6+26 to 6+46 20 L.F. 6+68 to 6+91 23 L.F. 6+85 to 7+15 3.3 S.Y. 7+27 to 7+49 2.4 S.Y. 6+85 to 7+15 30 L.F. 7+27 to 7+49 22 L.F. 8+49 to 8+71 2.4 S.Y. 8+33 to 10+40 23.0 S.Y. 8+49 to 8+71 22 LF. 8+33 to 10+40 207 L.F. 9+04 to 9+21 1.9 S.Y. 10+83 to 11+04 2.3 S.Y. 9+04 to 9+21 17 LF. 10+83 to 11+04 21 L.F. 9+51 to 10+08 6.3 S.Y. 11+46 to 11+60 1.6 S.Y. 9+51 to 10+08 57 LF. 11+46 to 11+60 14 L.F. 10+70 to 11+04 3.8 S.Y. 12+02 to 12+27 2.8 S.Y. 10+70 to 11+04 34 L.F. 12+02 to 12+27 25 LF. PLANING ASPHALT CONCRETE PAVEMENT 11+44 to 11+68 2.7 S.Y. 12+55 to 12+84 3.2 S.Y. 11+44 to 11+68 24 LF. 12+55 to 12+84 29 LF. 11+97 to 12+24 3.0 S.Y. 13+02 to 13+32 3.3 S.Y. 11+97 to 12+24 27 L.F. 13+02 to 13+32 30 LF. Location Quantity 12+52 to 12+68 1.8 S.Y. 13+57 to 13+72 1.7 S.Y. 12+52 to 12+68 16 L.F. 13+57 to 13+72 15 LF. 12+95 to 13+24 3.2 S.Y. 14+07 to 14+30 2.6 S.Y. 12+95 to 13+24 29 L.F. 14+07 to 14+30 23 L.F. Stu. 5+12 to Sta. 5+20 25 S.Y. 13+54 to 13+94 4.4 S.Y. 14+55 to 14+80 2.8 S.Y. 13+54 to 13+94 40 L.F. 14+55 to 14+80 25 L.F. Sta. 5+20 to Sta. 21+96 (Lt.) 1,497 S.Y. 14+10 to 14+24 1.6 S.Y. 15+19 to 15+38 2.1 S.Y. 14+10 to 14+24 14 L.F. 15+19 to 15+38 19 L.F. Sta. 5+20 to Sta. 21+96 (Rt.) 1,497 S.Y. 14+56 to 15+04 5.3 S.Y. 15+78 to 16+00 2.4 S.Y. 14+56 to 15+04 48 LF. 15+78 to 16+00 22 L.F. Stu. 6+50 to Sta. 7+50 133 S.Y. 15+35 to 15+54 2.1 S.Y. 16+49 to 16+66 1.9 S.Y. 15+35 to 15+54 19 LF. 16+49 to 16+66 17 L.F. Stu. 21+96 to Sta. 22+04 25 S.Y. 15+76 to 15+94 2.0 S.Y. 16+92 to 17+09 1.9 S.Y. 15+76 to 15+94 18 LF. 16+92 to 17+09 17 L.F. 16+47 to 16+86 4.3 S.Y. 17+71 to 18+00 3.2 S.Y. 16+47 to 16+86 39 L.F. 17+71 to 18+00 29 LF. m Total 3,177 S.Y. 17+65 to 17+84 2.1 S.Y. 18+21 to 18+48 3.0 S.Y. 17+65 to 17+84 19 L.F. 18+21 to 18+48 27 L.F. v 18+14 to 18+47 3.7 S.Y. 18+84 to 19+00 1.8 S.Y. 18+14 to 18+47 33 L.F. 18+84 to 19+00 16 L.F. 2 18+81 to 19+06 2.8 S.Y. 19+34 to 19+48 1.6 S.Y. 18+81 to 19+06 25 L.F. 19+34 to 19+48 14 L.F. 6 19+36 to 19+59 2.6 S.Y. 19+93 to 20+13 2.2 S.Y. 19+36 to 19+59 23 L.F. 19+93 to 20+13 20 L.F. 0 19+92 to 20+13 2.3 S.Y. 20+49 to 20+65 1.8 S.Y. 19+92 to 20+13 21 L.F. 20+49 to 20+65 16 L.F. 20+50 to 20+67 1.9 S.Y. 21+14 to 21+35 2.3 S.Y. 20+50 to 20+67 17 LF. 21+14 to 21+35 21 L.F. ti 21+04 to 21+24 2.2 S.Y. 21+55 to 21+61 0.7 S.Y. 21+04 to 21+24 20 LF. 21+55 to 21+61 6 LF. Handicap Ramp 3.3 S.Y. Handicap Romp 2.8 S.Y. Handicap Ramp 30 L.F. Handicap Romp 21 L.F. ADJUST FRAME AND COVER (Manhole) Total 148.8 S.Y. total 1,390 LF. r N Location!^ Quantity Sta. 11+64 1 Each m MINOR CONCRETE (Sidewalk) y Location Quantity 3 Sta. 16+86 to Sta. 16+98 (Lt.) 12 L.F. z Sta. 17+24 to Sta. 17+32 (Rt.) 8 L.F. Total 20 L.F. ASPHALT CONCRETE (Type B) Location QuantiSTORM DRAIN INLET PROTECTION UNIT v tity Mainline Resurfacing 530 Tons LocationQuan 1 o MINOR CONCRETE (Driveways) Pavement Repair 36 Tons Sta. 5+15 (27' Lt.) 1 Each f Asphalt Concrete (Misc. Areas) 50 Tons Sta. 5+15 (27' Rt.) 1 Each Location QUantl w M Total 616 Tons Total 2 Each 3 Locations 133 S.F. 0 M r r m No. COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES SONOMA AVENUE IMPROVEMENTS Sheet(Franklin Avenue to Mission Road) 9 of 9 �^DRAWN BY DATE PROJECT ENGINEER DATE CHECKED D ,�/ �APPROVAL RECOMMENDED DATE