CITY OF ROCK ISLAND. 46th Street Reconstruction North of 28th Avenue to 29th Avenue. 29th Avenue Reconstruction 46th Street to 47th Avenue Court
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2 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 By mdw Sheet typsec Of 14
3 QUANTITIES & LEGEND 46th Street, 29th Avenue, & 47th Street Court Reconstruction 2540 Dec. 10, 2010 mdw 3 14
4 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 , 9' Lt 1 Each , 27.6' Rt 1 Each CL , 24' Rt C.Y , 16.4' Lt 1 Each , 18.9' Lt 1 Each C.Y. 2 Each , 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 , 17.6' Rt 1 Each No. Location Quantity Unit CL , 24' Rt 3,035.3 S.Y , 70.8' Rt 1 Each , 27.6' Rt 1 Each 3,035.3 S.Y , 11.7' Lt 1 Each , 17.2' Lt 1 Each , 18.5' Rt 1 Each , 16.4' Lt 1 Each 3 Aggregate Base Course, Type A 4 Each , 22.3' Lt 1 Each No. Location 4 Each From To Quantity Unit 14 Catch Basin, Double CL , 24' Rt 1,136.1 Ton No. Location Quantity Unit 29 Gate Valve And Box, 6" 1,136.1 Ton , 12.5' Lt 1 Each No. Location Quantity Unit , 12.5' Rt 1 Each , 7.5' Lt 1 Each 4 Pavement Removal 2 Each , 27.6' Rt 1 Each No. Location , 3.3' Rt 1 Each From To Quantity Unit 15 Catch Basin, Single , 2.5' Rt 1 Each CL , 24' Rt 3,035.3 S.Y. No. Location Quantity Unit 4 Each 3,035.3 S.Y , 12.5' Lt 1 Each , 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 , 27.6' Rt , 27.6' Rt 6.5 Ft CL , 24' Rt 3,035.3 S.Y. No. Location Quantity Unit , 9.5' Lt , 18.9' Lt 12.0 Ft 3,035.3 S.Y , 12.5' Lt 1 Each , 21.6' Lt , 21.9' Rt 3.0 Ft , 12.5' Rt 1 Each 21.5 Ft 6 Driveway Pavement Removal , 12.5' Lt 1 Each No. Location , 12.56' Rt 1 Each From To Quantity Unit 4 Each , 12.5' Lt , 12.5' Lt 22.8 S.Y , 12.5' Lt , 12.5' Lt 23.5 S.Y. 17 Trench Backfill , 12.5' Lt , 12.5' Lt 36.6 S.Y. No. Location Quantity Unit 31 Sodding , 12.5' Lt , 12.5' Lt 29.8 S.Y. From To No. Location Quantity Unit , 12.5' Rt , 12.5' Rt 35.9 S.Y , 9.5' Lt , 20.6'' Lt 6.7 CY From To , 12.5' Rt , 12.5' Rt 24.3 S.Y , 12.5' Lt , 12.5' Rt 3.7 CY , 19.5' Lt , 19.5' Lt 1.8 S.Y , 12.5' Rt , 12.5' Rt 11.1 S.Y , 12.5' Lt 8+74, 12.5' Rt 11.7 CY , 12.5' Rt 2+17, 51.7' Rt 68.8 S.Y , 12.5' Lt , 12.5' Lt 31.5 S.Y , 21.6' Lt , 21.9' Lt 1.7 CY , 19.7' Lt , 19.7' Lt 21.3 S.Y , 12.5' Rt , 12.5' Rt 15.7 S.Y CY , 19.7' Lt , 19.7' Lt 14.1 S.Y , 12.5' Rt , 12.5' Rt 22.9 S.Y , 50.1' Rt , 12.5' Rt S.Y , 12.5' Lt , 12.5' Lt 34.6 S.Y. 18 Storm Sewer Removal , 19.7' Lt , 19.4' Lt 26.2 S.Y , 12.5' Rt 8+64, 12.5' Rt 35.1 S.Y. No. Location Quantity Unit , 19.6' Lt 3+56, 19.5' Lt 60.5 S.Y , 12.5' Rt , 12.5' Rt 26.8 S.Y. From To , 12.5' Lt 3+58, 12.5' Lt 18.7 S.Y , 12.5' Lt , 12.5' Lt 25.2 S.Y , 12.5' Lt , 12.5' Rt 21.0 Ft , 19.3' Lt , 19' Lt 86.1 S.Y , 12.5' RT , 12.5' Rt 29.1 S.Y , 12.5' Lt 8+74, 12.56' Rt 21.0 Ft , 12.5' Lt , 12.5' Lt 25.3 S.Y , 12.5' Lt , 12.5' Lt 26.6 S.Y Ft , 12.5' Rt , 12.5' Rt S.Y , 45.7' Rt , 62.5' Rt 25.9 S.Y , 12.5' Lt , 12.' Lt S.Y , 14.6' Lt , 13.2' Lt 20.3 S.Y. 19 Storm Sewer, 12" , 12.5' Rt , 12.5' Rt 25.2 S.Y , 11.9' Lt , 2' Lt 19.6 S.Y. No. Location Quantity Unit , 12.5' Rt 6+66, 12.5' Rt 46.6 S.Y , 58.9' Rt , 44.9' Rt 21.0 S.Y. From To , 12.5' Lt , 12.5' Lt 74.7 S.Y , 6.2' Rt , 26.9' Rt 21.2 S.Y , 12.5' Lt , 12.5' Rt 21.0 Ft , 12.5' Rt , 12.5' Rt 55.6 S.Y S.Y Ft ,12.5' Lt , 12.5' Lt S.Y , 12.5' Rt , 12.5' Rt S.Y. 7 P.C.C. Driveway Pavement, 6" 20 Storm Sewer, 15" , 12.5' Lt , 12.5' Lt S.Y. No. Location No. Location Quantity Unit , 12.5' Rt , 12.5' Rt 60.7 S.Y. From To Quantity Unit From To , 12.5' Rt , 12.5' Rt 21.3 S.Y , 12.5' Lt , 12.5' Lt 22.9 S.Y , 12.5' Lt 8+74, 12.56' Rt 21.0 Ft , 12.5' Lt , 12.5' Lt 38.5 S.Y , 12.5' Lt , 12.5' Lt 23.5 S.Y Ft , 12.5' Rt , 45.7' Rt 92.6 S.Y , 12.5' Lt , 12.5' Lt 27.7 S.Y , 12.5' Lt , 14.6' Lt 93.2 S.Y , 12.5' Lt , 12.5' Lt 31.3 S.Y. 21 Inlet and Pipe Protection , 62.5' Rt , 58.7' Rt 46.9 S.Y , 12.5' Rt , 12.5' Rt 35.9 S.Y. No. Location Quantity Unit , 13' Lt , 11.9' Lt 5.1 S.Y , 12.5' Rt , 12.5' Rt 11.5 S.Y , 204.3' Rt 1 Each , 2.1' Lt , 6.2' Rt 16.4 S.Y , 12.5' Lt , 12.5' Lt 35.7 S.Y , 206' Rt 1 Each , 44.8' Rt , 26.9' Rt 27.5 S.Y , 12.5' Rt , 12.5' Rt 15.7 S.Y , 12.8' Lt 1 Each 1,909.0 S.Y , 12.5' Rt , 12.5' Rt 23.1 S.Y , 12.5' Rt 1 Each , 12.5' Lt , 12.5' Lt 34.6 S.Y , 12.5' Lt 1 Each 32 Project Sign , 12.5' Rt 8+64, 12.5' Rt 35.1 S.Y , 12.5' Rt 1 Each No. Location Quantity Unit , 12.5' Rt , 12.5' Rt 29.2 S.Y. 6 Each 1 1 Each , 12.5' Lt , 12.5' Lt 26.5 S.Y. 1 Each , 12.5' RT , 12.5' Rt 29.1 S.Y. 22 Perforated Corrugated PE Pipe Underdrain, 4" , 12.5' Lt , 12.5' Lt 27.1 S.Y. No. Location Quantity Unit 33 Traffic Control and Protection , 45.7' Rt , 62.5' Rt 25.9 S.Y. From To No. Location Quantity Unit , 14.6' Lt , 13.2' Lt 21.3 S.Y , 11' Lt 5+36, 11' Lt Ft. 1 1 L.S , 11.9' Lt , 2' Lt 19.6 S.Y , 11' Rt 5+36, 11' Rt Ft , 58.9' Rt , 44.9' Rt 21.0 S.Y , 11' Rt , 46' Rt 35.0 Ft , 6.2' Rt , 26.9' Rt 21.8 S.Y , 11' Rt , 46' Rt 35.0 Ft S.Y , 11' Lt , 11' Lt 49.5 Ft , 11' Rt , 11' Rt 65.0 Ft. 8 P.C.C. Driveway Pavement, Exposed Aggregate, 6" , 11' Lt , 11' Lt Ft. No. Location , 11' Rt , 11' Rt Ft. From To Quantity Unit , 11' Lt , 21.5' Rt Ft , 12.5' Rt , 12.5' Rt 24.3 S.Y , 11' Rt , 21.5' Rt Ft 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 , 18.2' Rt 1 Each , 12.5' Lt , 12.5' Lt 8.9 S.Y , 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 , 18.2' Rt 1 Each , 12.5' Lt , 12.5' Lt 16.5 S.F. 1 Each , 12.5' Lt , 12.5' Lt S.F , 12.5' Lt , 12.5' Lt S.F. 25 Manhole, to Be Adjusted , 15.6' Lt , 15.5' Lt S.F. No. Location Quantity Unit , 15.3' Lt , 14.4' Lt S.F , 21.4' Lt 1 Each , 12.5' Lt , 12.5' Lt 35.7 S.F , 21.4' Lt 1 Each 1,335.8 S.F , 19.3' Lt 1 Each , 17.8' Rt 1 Each 11 P.C.C. Sidewalk, 4" 4 Each No. Location From To Quantity 26 Fire Hydrant to Be Removed , 12.5' Lt , 12.5' Lt 16.5 S.F. No. Location Quantity Unit , 12.5' Lt , 12.5' Lt S.F , 27.6' Rt 1 Each , 12.5' Lt , 12.5' Lt S.F , 18.9' Lt 1 Each , 15.6' Lt , 15.5' Lt S.F , 21.9' Lt 1 Each , 15.3' Lt , 14.4' Lt S.F. 3 Each , 12.5' Lt , 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/ By: mdw Sheet 4 Computer Drawing Name 2540 Schedule of Quantities.xls Of 14
5 46th Street SCALE: 1"=20'
6 47th Street SCALE: 1"=20'
7 47th Street Court SCALE: 1"=20'
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9
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13 SCALE: 1"=10'
14 SCALE: 1"=10'
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