46th Street Reconstruction North of 28th Avenue to 29th Avenue 29th Avenue Reconstruction 46th Street to 47th Avenue Court 47th Street Court Reconstruction 29th Avenue to Cul-de-sac CITY OF ROCK ISLAND Job Number ENGINEERING DIVISION Computer Drawing Name 46th Street, 29th Avenue, & 47th Street Ct Reconstruction 2540 Date 11-22-2010 By mdw Sheet 2 2540typsec Of 14
QUANTITIES & LEGEND 46th Street, 29th Avenue, & 47th Street Court Reconstruction 2540 Dec. 10, 2010 mdw 3 14
1 Earth Excavation 12 Valve Box To Be Adjusted 27 Fire Hydrant No. Location No. Location Quantity Unit No. Location Quantity Unit From To Quantity Unit 1 5+20.7, 9' Lt 1 Each 1 2+51.3, 27.6' Rt 1 Each 1 1+84.86 CL 10+91.7, 24' Rt 695.5 C.Y. 2 7+88.8, 16.4' Lt 1 Each 2 5+25.9, 18.9' Lt 1 Each 695.5 C.Y. 2 Each 3 10+67.9, 21.9' Lt 1 Each 3 Each 2 Geotechnical Fabric for Ground Stabilization 13 Domestic Water Service Valve Box To Be Adjusted No. Location No. Location Quantity Unit 28 Valve Box to Be Removed From To Quantity Unit 1 5+53.1, 17.6' Rt 1 Each No. Location Quantity Unit 1 1+84.86 CL 10+91.7, 24' Rt 3,035.3 S.Y. 2 10+33, 70.8' Rt 1 Each 1 2+48, 27.6' Rt 1 Each 3,035.3 S.Y. 3 10+85.7, 11.7' Lt 1 Each 2 5+22.4, 17.2' Lt 1 Each 4 11+01, 18.5' Rt 1 Each 3 7+88.8, 16.4' Lt 1 Each 3 Aggregate Base Course, Type A 4 Each 4 10+65.4, 22.3' Lt 1 Each No. Location 4 Each From To Quantity Unit 14 Catch Basin, Double 1 1+84.86 CL 10+91.7, 24' Rt 1,136.1 Ton No. Location Quantity Unit 29 Gate Valve And Box, 6" 1,136.1 Ton 1 8+74, 12.5' Lt 1 Each No. Location Quantity Unit 2 8+74, 12.5' Rt 1 Each 1 2+43.7, 7.5' Lt 1 Each 4 Pavement Removal 2 Each 2 2+48.1, 27.6' Rt 1 Each No. Location 3 5+14.8, 3.3' Rt 1 Each From To Quantity Unit 15 Catch Basin, Single 4 10+67.9, 2.5' Rt 1 Each 1 1+84.86 CL 10+91.7, 24' Rt 3,035.3 S.Y. No. Location Quantity Unit 4 Each 3,035.3 S.Y. 1 5+38.4, 12.5' Lt 1 Each 2 5+37.4, 12.5' Rt 1 Each 30 Watermain, 6" 5 PCC Pavement, With Integral Curb, 7" 2 Each No. Location Quantity Unit No. Location From To From To Quantity Unit 16 Removing Catch Basin to Maintain Flow 1 2+44.7, 27.6' Rt 2+51.3, 27.6' Rt 6.5 Ft 1 1+84.86 CL 10+91.7, 24' Rt 3,035.3 S.Y. No. Location Quantity Unit 2 5+18.4, 9.5' Lt 5+25.9, 18.9' Lt 12.0 Ft 3,035.3 S.Y. 1 5+38.4, 12.5' Lt 1 Each 3 10+65, 21.6' Lt 10+67.9, 21.9' Rt 3.0 Ft 2 5+37.4, 12.5' Rt 1 Each 21.5 Ft 6 Driveway Pavement Removal 3 8+74, 12.5' Lt 1 Each No. Location 4 8+74, 12.56' Rt 1 Each From To Quantity Unit 4 Each 1 1+83, 12.5' Lt 1+99.5, 12.5' Lt 22.8 S.Y. 2 2+36.2, 12.5' Lt 2+52.8, 12.5' Lt 23.5 S.Y. 17 Trench Backfill 3 2+74.4, 12.5' Lt 3+01.5, 12.5' Lt 36.6 S.Y. No. Location Quantity Unit 31 Sodding 4 3+57.9, 12.5' Lt 3+76.9, 12.5' Lt 29.8 S.Y. From To No. Location Quantity Unit 5 3+72.9, 12.5' Rt 3+99.6, 12.5' Rt 35.9 S.Y. 1 5+18.4, 9.5' Lt 5+28.7, 20.6'' Lt 6.7 CY From To 6 5+19, 12.5' Rt 5+34.1, 12.5' Rt 24.3 S.Y. 2 5+38.4, 12.5' Lt 5+37.4, 12.5' Rt 3.7 CY 1 1+80, 19.5' Lt 1+85.5, 19.5' Lt 1.8 S.Y. 7 5+53.3, 12.5' Rt 5+68.9, 12.5' Rt 11.1 S.Y. 3 8+74, 12.5' Lt 8+74, 12.5' Rt 11.7 CY 2 1+84.86, 12.5' Rt 2+17, 51.7' Rt 68.8 S.Y. 8 6+17.1, 12.5' Lt 6+46.9, 12.5' Lt 31.5 S.Y. 4 10+65, 21.6' Lt 10+67.9, 21.9' Lt 1.7 CY 3 1+97.5, 19.7' Lt 2+19.8, 19.7' Lt 21.3 S.Y. 9 6+66, 12.5' Rt 6+85.7, 12.5' Rt 15.7 S.Y. 23.8 CY 4 2+23.8, 19.7' Lt 2+38.4, 19.7' Lt 14.1 S.Y. 10 7+46, 12.5' Rt 7+59.7, 12.5' Rt 22.9 S.Y. 5 2+42.1, 50.1' Rt 3+72.9, 12.5' Rt 227.9 S.Y. 11 8+10.8, 12.5' Lt 8+36.6, 12.5' Lt 34.6 S.Y. 18 Storm Sewer Removal 6 2+50.9, 19.7' Lt 2+78.1, 19.4' Lt 26.2 S.Y. 12 8+38.5, 12.5' Rt 8+64, 12.5' Rt 35.1 S.Y. No. Location Quantity Unit 7 2+97.4, 19.6' Lt 3+56, 19.5' Lt 60.5 S.Y. 13 9+06.2, 12.5' Rt 9+30.2, 12.5' Rt 26.8 S.Y. From To 8 3+01.4, 12.5' Lt 3+58, 12.5' Lt 18.7 S.Y. 14 9+09.2, 12.5' Lt 9+30.1, 12.5' Lt 25.2 S.Y. 1 5+38.4, 12.5' Lt 5+37.4, 12.5' Rt 21.0 Ft 9 3+77, 19.3' Lt 4+62.3, 19' Lt 86.1 S.Y. 15 9+42.7, 12.5' RT 9+66.2, 12.5' Rt 29.1 S.Y. 2 8+74, 12.5' Lt 8+74, 12.56' Rt 21.0 Ft 10 3+79, 12.5' Lt 4+61.6, 12.5' Lt 25.3 S.Y. 16 9+56.5, 12.5' Lt 9+76.6, 12.5' Lt 26.6 S.Y. 42.0 Ft 11 3+99.7, 12.5' Rt 5+19.1, 12.5' Rt 206.1 S.Y. 17 10+17.6, 45.7' Rt 10+37.5, 62.5' Rt 25.9 S.Y. 12 4+65.6, 12.5' Lt 6+17.1, 12.' Lt 167.2 S.Y. 18 10+43.9, 14.6' Lt 10+64.7, 13.2' Lt 20.3 S.Y. 19 Storm Sewer, 12" 13 5+34.1, 12.5' Rt 5+53.3, 12.5' Rt 25.2 S.Y. 19 10+67.5, 11.9' Lt 10+81.3, 2' Lt 19.6 S.Y. No. Location Quantity Unit 14 5+66.9, 12.5' Rt 6+66, 12.5' Rt 46.6 S.Y. 20 10+73.5, 58.9' Rt 10+86.4, 44.9' Rt 21.0 S.Y. From To 15 6+46.9, 12.5' Lt 6+98.7, 12.5' Lt 74.7 S.Y. 21 10+86.9, 6.2' Rt 10+91.7, 26.9' Rt 21.2 S.Y. 1 5+38.4, 12.5' Lt 5+37.4, 12.5' Rt 21.0 Ft 16 6+85.7, 12.5' Rt 7+45.9, 12.5' Rt 55.6 S.Y. 539.5 S.Y. 21.0 Ft 17 7+01.7,12.5' Lt 8+10.8, 12.5' Lt 111.4 S.Y. 18 7+59.7, 12.5' Rt 8+38.5, 12.5' Rt 167.8 S.Y. 7 P.C.C. Driveway Pavement, 6" 20 Storm Sewer, 15" 19 8+36.6, 12.5' Lt 9+09.2, 12.5' Lt 101.5 S.Y. No. Location No. Location Quantity Unit 20 8+64.1, 12.5' Rt 9+06.2, 12.5' Rt 60.7 S.Y. From To Quantity Unit From To 21 9+30.1, 12.5' Rt 9+42.2, 12.5' Rt 21.3 S.Y. 1 1+83, 12.5' Lt 1+99.5, 12.5' Lt 22.9 S.Y. 1 8+74, 12.5' Lt 8+74, 12.56' Rt 21.0 Ft 22 9+30.1, 12.5' Lt 9+56.5, 12.5' Lt 38.5 S.Y. 2 2+36.2, 12.5' Lt 2+52.8, 12.5' Lt 23.5 S.Y. 21.0 Ft 23 9+66.2, 12.5' Rt 10+17.6, 45.7' Rt 92.6 S.Y. 3 2+74.4, 12.5' Lt 3+01.5, 12.5' Lt 27.7 S.Y. 24 9+78.6, 12.5' Lt 10+43.9, 14.6' Lt 93.2 S.Y. 4 3+57.9, 12.5' Lt 3+76.9, 12.5' Lt 31.3 S.Y. 21 Inlet and Pipe Protection 25 10+37.5, 62.5' Rt 10+73.3, 58.7' Rt 46.9 S.Y. 5 3+72.9, 12.5' Rt 3+99.6, 12.5' Rt 35.9 S.Y. No. Location Quantity Unit 26 10+64.7, 13' Lt 10+67.5, 11.9' Lt 5.1 S.Y. 6 5+53.3, 12.5' Rt 5+68.9, 12.5' Rt 11.5 S.Y. 1 2+18.6, 204.3' Rt 1 Each 27 10+81.4, 2.1' Lt 10+87.1, 6.2' Rt 16.4 S.Y. 7 6+17.1, 12.5' Lt 6+46.9, 12.5' Lt 35.7 S.Y. 2 2+41, 206' Rt 1 Each 28 10+86.3, 44.8' Rt 10+91.7, 26.9' Rt 27.5 S.Y. 8 6+66, 12.5' Rt 6+85.7, 12.5' Rt 15.7 S.Y. 3 5+37.3, 12.8' Lt 1 Each 1,909.0 S.Y. 9 7+46, 12.5' Rt 7+59.7, 12.5' Rt 23.1 S.Y. 4 5+36.8, 12.5' Rt 1 Each 10 8+10.8, 12.5' Lt 8+36.6, 12.5' Lt 34.6 S.Y. 5 8+74.5, 12.5' Lt 1 Each 32 Project Sign 11 8+38.5, 12.5' Rt 8+64, 12.5' Rt 35.1 S.Y. 6 8+74.5, 12.5' Rt 1 Each No. Location Quantity Unit 12 9+06.2, 12.5' Rt 9+30.2, 12.5' Rt 29.2 S.Y. 6 Each 1 1 Each 13 9+09.2, 12.5' Lt 9+30.1, 12.5' Lt 26.5 S.Y. 1 Each 14 9+42.7, 12.5' RT 9+66.2, 12.5' Rt 29.1 S.Y. 22 Perforated Corrugated PE Pipe Underdrain, 4" 15 9+56.5, 12.5' Lt 9+76.6, 12.5' Lt 27.1 S.Y. No. Location Quantity Unit 33 Traffic Control and Protection 16 10+17.6, 45.7' Rt 10+37.5, 62.5' Rt 25.9 S.Y. From To No. Location Quantity Unit 17 10+43.9, 14.6' Lt 10+64.7, 13.2' Lt 21.3 S.Y. 1 1+87, 11' Lt 5+36, 11' Lt 340.0 Ft. 1 1 L.S. 18 10+67.5, 11.9' Lt 10+81.3, 2' Lt 19.6 S.Y. 2 1+87, 11' Rt 5+36, 11' Rt 359.0 Ft. 19 10+73.5, 58.9' Rt 10+86.4, 44.9' Rt 21.0 S.Y. 3 2+23.5, 11' Rt 2+23.5, 46' Rt 35.0 Ft. 20 10+86.9, 6.2' Rt 10+91.7, 26.9' Rt 21.8 S.Y. 4 2+35.5, 11' Rt 2+35.5, 46' Rt 35.0 Ft. 518.5 S.Y. 5 5+40.5, 11' Lt 5+96.5, 11' Lt 49.5 Ft. 6 5+38.5, 11' Rt 5+96.5, 11' Rt 65.0 Ft. 8 P.C.C. Driveway Pavement, Exposed Aggregate, 6" 7 5+96.5, 11' Lt 8+70.8, 11' Lt 257.0 Ft. No. Location 8 5+96.5, 11' Rt 8+70.6, 11' Rt 291.5 Ft. From To Quantity Unit 9 8+77.5, 11' Lt 10+90.1, 21.5' Rt 231.5 Ft. 1 5+19, 12.5' Rt 5+34.1, 12.5' Rt 24.3 S.Y. 10 8+77.5, 11' Rt 10+90.1, 21.5' Rt 263.0 Ft. 24.3 S.Y. 1,926.5 Ft. 9 Brick Driveway Pavement 23 Removing Manhole, to Maintain Flow No. Location No. Location Quantity Unit From To Quantity Unit 1 2+09.5, 18.2' Rt 1 Each 1 2+74.4, 12.5' Lt 3+01.5, 12.5' Lt 8.9 S.Y. 2 2+43.7, 7.5' Lt 1 Each 8.9 S.Y. 2 Each 10 Sidewalk Removal 24 Manhole, Type 1 with Closed Lid, 4' Dia. No. Location No. Location Quantity Unit From To Quantity Unit 1 2+09.5, 18.2' Rt 1 Each 1 1+82, 12.5' Lt 1+83.2, 12.5' Lt 16.5 S.F. 1 Each 2 1+99.6, 12.5' Lt 2+36.3, 12.5' Lt 276.3 S.F. 3 2+52.9, 12.5' Lt 2+74.4, 12.5' Lt 185.6 S.F. 25 Manhole, to Be Adjusted 4 2+99.8, 15.6' Lt 3+58.8, 15.5' Lt 247.8 S.F. No. Location Quantity Unit 5 3+78.2, 15.3' Lt 5+15.9, 14.4' Lt 573.9 S.F. 1 2+10.3, 21.4' Lt 1 Each 6 6+98.7, 12.5' Lt 7+01.7, 12.5' Lt 35.7 S.F. 2 2+10.3, 21.4' Lt 1 Each 1,335.8 S.F. 3 4+90, 19.3' Lt 1 Each 4 10+95, 17.8' Rt 1 Each 11 P.C.C. Sidewalk, 4" 4 Each No. Location From To Quantity 26 Fire Hydrant to Be Removed 1 1+82, 12.5' Lt 1+83.2, 12.5' Lt 16.5 S.F. No. Location Quantity Unit 2 1+99.6, 12.5' Lt 2+36.3, 12.5' Lt 271.5 S.F. 1 2+51.3, 27.6' Rt 1 Each 3 2+52.9, 12.5' Lt 2+74.4, 12.5' Lt 170.5 S.F. 2 5+25.9, 18.9' Lt 1 Each 4 2+99.8, 15.6' Lt 3+58.8, 15.5' Lt 243.2 S.F. 3 10+67.9, 21.9' Lt 1 Each 5 3+78.2, 15.3' Lt 5+15.9, 14.4' Lt 565.6 S.F. 3 Each 6 6+98.7, 12.5' Lt 7+01.7, 12.5' Lt 35.7 S.F. 1,303.0 S.F. CITY OF ROCK ISLAND ENGINEERING DIVISION 46th Street, 29th Avenue, & 47th Street Court Reconstruction Job Number Date: 1/3/2011 2540 By: mdw Sheet 4 Computer Drawing Name 2540 Schedule of Quantities.xls Of 14
46th Street SCALE: 1"=20'
47th Street SCALE: 1"=20'
47th Street Court SCALE: 1"=20'
SCALE: 1"=10'
SCALE: 1"=10'