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W712 - W720
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Last modified
3/8/2016 3:38:57 PM
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ADJUST FRAMES AND COVERS SOIL STABILIZATION FABRIC MINOR CONCRETE 18"0 ALTERNATE STORM DRAIN PIPE <br /> (Manhole) Location Quantity (Handicap Ramp) Location Quantity <br /> Location Quantity Location Quantity <br /> Sta. 2+55 to Sta. 21 +57 5,763 S.Y. Sta. 2+85 86 L.F. <br /> Ste. 1+58 1 Each Euclid Ave. Intersection E&W 284 S.Y. Alpine Avenue (NW) 14 L.F. Ste. 5+46 30 L.F. <br /> Alpine Avenue (NE) 14 L.F. <br /> Sta. 4+40 1 Each <br /> Princeton Ave. Intersection E&W 449 S.Y. Ste. 6+26 30 L.F. <br /> Ste. 7+34 1 Each Inman Ave. Intersection E&W 301 S.Y. Euclid Avenue (SW) 14 L.F. Ste. 11 +33 30 L.F. <br /> Telegraph Ave. Intersection E&W 284 S.Y. Ste. 12+12 30 L.F. <br /> Sta. 10+20 1 Each 9 p Euclid Avenue (SE) 14 L.F. <br /> Ste. 13+27 1 Each Christina Ave. Intersection E&W 284 S.Y. Euclid Avenue (NW) 18 L.F. Ste. 14+99 30 L.F. <br /> Ste. 15+97 1 Each De Oven Ave. Intersection E&W 284 S.Y. Euclid Avenue (NE) 18 L.F. Ste. 16+99 32 L.F. <br /> Ste. 18+77 1 Each Del Rio Ave. Intersection E&W 284 S.Y. Princeton Avenue (SW) 18 L.F. Ste. 17+75 32 L.F. <br /> Ste. 21 +57 1 Each Total 7,937 S.Y. Princeton Avenue (SE) 18 L.F. Ste. 19+79 32 L.F. <br /> Total 8 Each <br /> Princeton Avenue (NW) 18 L.F. Ste. 20+54 32 L.F. <br /> Princeton Avenue (NE) 18 L.F. Total 364 L.F. <br /> Inman Avenue (SW) 18 L.F. <br /> Inman Avenue (SE) 17 L.F. <br /> Inman Avenue (NW) 18 L.F. <br /> MINOR CONCRETE Inman Avenue (NE) 17 L.F. <br /> Telegraph Avenue (SW) 18 L.F. <br /> ROADWAY EXCAVATION (Curb, Gutter and Sidewalk) Telegraph Avenue (SE) 14 L.F. 18" DIA. STORM DRAIN INLET <br /> Location Quantity Location Quantity Telegraph Avenue (NW) 14 L.F. <br /> Telegraph Avenue (NE) 14 L.F. Location Quantity <br /> Christina Avenue (SW) 14 L.F. <br /> Sta. 2+55 to Ste. 21 +57 3,320 C.Y. Mainline: SE <br /> Ste. 0+26 to Ste. 2+86 (Lt.) 274 L.F. Christina Avenue (SE) 14 L.F. Ste. 2+85 2 Each <br /> Christina Avenue (NE) 18 L.F. Ste. 5+46 2 Each <br /> Sta. 0+26 to Sta. 2+86 (Rt.) 274 L.F. SW <br /> Ste. 3+45 to Ste. 3+90 (Lt.) 45 L.F. De Oven Avenue (SW) 32 L.F. Ste. 6+26 2 Each <br /> Sta. 4+15 to Sta. 4+27 (Rt.) 12 L.F. <br /> De Oven Avenue (SE) 32 L.F. Ste. 11+33 2 Each <br /> NW <br /> Ste. 4+34 to Ste. 4+46 (Lt.) 12 L.F. De Oven Avenue (NW) 29 L.F. Ste. 12+12 2 Each <br /> De Oven Avenue (NE) 52 L.F. Ste. 14+99 2 Each <br /> EARTHWORK Ste. 4+41 to Ste. 4+47 (Rt.) 6 L.F. Del Rio Avenue (SW) 31 L.F. <br /> Sta. 4+55 to Sta. 4+64 (Lt.) 9 L.F. Sta. 16+99 2 Each <br /> (Miscellaneous Areas) Sta. 4+76 to Sta. 4+94 (Lt.) 18 L.F. Del Rio Avenue (SE) 28 L.F. Ste. 17+75 2 EachNW <br /> Ste. 5+38 to Ste. 5+50 (Lt.) 12 L.F. Del Rio Avenue (NW) 28 L.F. Ste. 19+79 2 Each <br /> Location Quantity Ste. 5+38 to Ste. 5+50 (Rt.) 12 L.F. Del Rio Avenue (NE) 30 L.F. Ste. 20+54 2 Each <br /> Ste. 6+24 to Ste. 6+35 (Lt.) 12 L.F. Total 602 L.F. Total 20 Each <br /> Ste. 0+26 to Ste. 2+86 (Rt.) 2.60 Ste. Ste. 6+24 to Ste. 6+35 (Rt.) 12 L.F. <br /> Ste. 0+26 to Ste. 2+06 (Lt.) 2.60 Ste. Ste. 7+18 to Ste. 7+30 (Lt.) 12 L.F. <br /> Ste. 9+23 to Ste. 9+66 (Rt.) 0.43 Ste. Ste. 7+18 to Ste. 7+36 (Rt.) 18 L.F. <br /> Ste. 11+86 to Ste. 14+44 (Rt.) 2.58 Ste. Ste. 7+45 to Ste. 7+51 (Lt.) 6 L.F. <br /> Ste. 11+86 to Ste. 14+44 (Lt.) 2.58 Ste. Ste. 9+23 to Ste. 9+66 (Rt.) 43 L.F. <br /> Ste. 14+71 to Ste. 16+06 (Rt.) 1 .35 Ste. Ste. 9+79 to Ste. 9+99 (Lt.) 20 L.F. ASPHALT CONCRETE 18" DIA. STORM DRAIN FRAME AND GRATE <br /> Total 12.14 Ste. Ste. 9+90 to Ste. 10+30 (Rt.) 40 L.F. <br /> Ste. 10+11 to Ste. 10+21 (Lt.) 10 L.F. (Type B) Location Quantity <br /> Ste. 10+72 to Ste. 11 +28 (Rt.) 60 L.F. <br /> Ste. 11 +21 to Ste. 11 +31 (Lt.) 10 L.F. Location Quantity Ste. 2+85 43' (Lt. & Rt.) 2 Each <br /> Ste. 11+86 to Ste. 14+44 (Lt.) 274 L.F. Ste. 5+46 15' (Lt. & Rt.) 2 Each <br /> Ste. 11 +86 to Ste. 14+44 (Rt.) 274 L.F. Mainline 2,087 TONS <br /> Sta. 6+27 15' Lt. & Rt. 2 Each <br /> Ste. 14+71 to Ste. 16+06 (Rt.) 135 L.F. Intersections 738 TONS ( ) <br /> CLASS 2 AGGREGATE BASE Ste. 14+95 to Ste. 15+07 (Lt.) 10 L.F. Total 2,825 TONS Ste. 11+25 15' (Lt. & Rt.) 2 Each <br /> (Class 2) Ste. 15+07 to Ste. 15+98 (Lt.) 91 L.F. Sta. ?+12 15' (Lt. & Rt.) 2 Each <br /> Ste. 17+51 to Ste. 17+82 (Rt.) 31 L.F. Ste. 14+99 15' (Lt. & Rt.) 2 Each <br /> Location Quantity Inman Ave: Ste. 16+99 15' (Lt. & Rt.) 2 Each <br /> Ste. 4+39 to Ste. 4+49 (Rt.) 10 L.F. Ste. 17+75 15' (Lt. & Rt.) 2 Each <br /> Ste. 2+55 to Ste. 21 +57 2,646 Tons Ste. 5+30 to Ste. 5+50 (Lt.) 20 L.F. Ste. 19+79 15' (Lt. & Rt.) 2 Each <br /> Ste. 5+30 to Ste. 5+50 (Rt.) 20 L.F. PLANING ASPHALT CONCRETE PAVEMENT Ste. 20+58 15' (Lt. & Rt.) 2 Each <br /> Princeton Ave: <br /> Ste. 4+39 to Ste. 4+45 (Rt.) 6 L.F. Location Quantity Total 20 Each <br /> Christina Ave: <br /> Ste. 5+30 to Ste. 5+45 (Rt.) 38 L.F. Ste. 0+26 to Ste. 0+31 37 S.Y. <br /> PAVEMENT REINFORCING FABRIC De Oven Ave: Ste. 0+80 to Sta. 2+55 184 S.Y. <br /> Ste. 4+22 to Ste. 4+50 (Lt.) 28 L.F. <br /> Princeton Avenue 30 S.Y. <br /> Location Quantity Total 1 ,854 L.F. <br /> Telegraph Avenue 30 S.Y. <br /> Sta. 0+36 to Sta. 21 +47 5,629 S.Y. Total 281 S.Y. MAINTAIN EXISTING LAWN (SOD) <br /> Location Quantity <br /> Ste. 0+26 to Ste. 2+86 (Rt.) 28.90 S.Y. <br /> MINOR CONCRETE Ste. 0+26 to Ste. 2+86 (Lt.) 28.90 S.Y. <br /> (Driveways) Ste. 9+23 to Ste. 9+66 (Rt.) 4.80 S.Y. <br /> Ste. 11 +86 to Ste. 14+46 (Lt.) 27.70 S.Y. <br /> Location Quantity Ste. 14+71 to Ste. 16+06 (Rt.) 27.70 S.Y. <br /> Total 106.30 S.Y. <br /> Ste. 0+66 (Rt.) 5 S.Y. <br /> Ste. 0+80 (Lt.) 2 S.Y. <br /> Ste. 1 +05 (Rt.) 1 S.Y. <br /> Ste. 1+10 (Lt.) 18 S.Y. <br /> Ste. 1+82 (Lt.) 24 S.Y. <br /> Ste. 1+94 (Rt.) 13 S.Y. <br /> Ste. 2+21 (Lt.) 2 S.Y. <br /> Total 65 S.Y. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DAYE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> y. u. Pte. 2/00 �� _ 5/a - COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES WEBSTER AVENUE RECONSTRUCTION NO. SHEETS <br /> /� 4�m (Alpine Avenue to North End) s s <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> sumquant.dwg e:\project\webster\sumquant <br /> _ - -oa \N -1 ( a <br />
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