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HomeMy WebLinkAboutR1993-412 111 7 8 9 10 // /2 N 1110 as' as' 90' Adt 141516 7 IBe�1 ahrt tp 0$ t. 2//.098 ORN NO. / 0f/&4/ /8 1Q /el I I /0 9 8LA 5 4 3 2 es 3 14 15 16 17118 19 20 21 72 P 4 ++++ +++++9Y■Y■Y■Y■Y■� IUioIR rf /2 /0 9 8 7 615 4 3 2 es' 13 s r• 14 IS 16 17 IB 19 `2021 v� 3 4 rJ 5 4 3 ts' 2 67 5 6 5 6 ea VACATED OAA JCC 8 9 _ 4 3 1 7 2 0 .r M1 Ar sr J9 819 IU -AMD 0. JH 4 3 7 8 2 c ^. b. ; 3 ". tree! r.: 90 U. 2 JI 5th Street 2 p0v. h. Street 24 or ADDLEMANS 5 4 SUB. Q 2nd Street as 3 21 9 6 7 6 5 4 3 2 / 12//109 8 7 6 5 4 3 2 °Ito. -3 „o `6,12 /IJ O/oY n 23 22 21 20 • 192• 18 16 ur 2 3 4 5 6 6 I 9 15 I0 14 II 8 12 •4 ( Y `2 25 24 22 • 21 5 • ilimptimmummi Palmas SIMMS 31110111 0111111111 17 • 16 10 • II • 13 a MEW fl 21.,Ina agnI 24 23 22 5 • 6 • 7 20 19 18 17 gamin, II • 12 • SSE SWIMS WM Ina co' ao Colorado Ave. ADD. 0 I00 ZOO Igo; SCALE IN /ter nesoto Ave 8 2 L • 3 • 4 • 5 • 6 • 7 • 8 • 12 • 13 • a 14 Y 2 ac 15 P, $ / st Street E.S RK ST. co ar r led H5buttr�-treet FtA. /975 moron J/fA DA R-93 Miscellaneous Asphalt Resurfacing 5th Street (Kansas - Colorado) ITEM NO. DESCRIPTION ESTIMATED UNIT QUANTITIES 1. Rotomill Pavement 2. Recycled Asphalt Mix Type "R" 3. Asphaltic Concrete Type 'R/6" 4. Asphaltic Concrete Type "C" 5. Asphaltic Concrete for Patching 6. Asphaltic Cement (AC -5) 7. Asphaltic Cement (AC -10) 8. Emulsified Asphalt (SSIH) for Tack Coat Applied 9. Excavate Soil Base 10. Restabilize Sub -Grade 11. Build 6" Pavement (478) 12. Build PR. Concrete Pavement 13. Build 30" Curb & Gutter 14. Build 4" Sidewalk 15. Build 6" Integral Curb 16. Remove Concrete Pavement 17. Remove Sidewalk 18. Remove 30" Curb & Gutter 19. Adjust Manhole to Grade 20. Adjust Gas Valve to Grade 21. Adjust Water Valve to Grade 22. Adjust Grate Inlets to Grade 23. Saw Cut 24. Shouldering. edge of road KEY concrete paving - concrete sub -base (Mill: 2-3") New asphalt depth 31/4" approx. Soil sub -base (Mill: 2-3') Excavate 4" approx. and restablize grade. New asphalt depth 6" approx. Note: 2" Type R/B mix - Approx (Base lift) 11" Type C mix - Approx (Top lift) 1,522 168 S.Y. Ton Ton 136 Ton 1,008 2,040 Ton Gal. Gal. 380 Gal. C.Y. S.Y. S.Y. S.Y. 50 L.F. S.F. L.F. S.Y. S.F. 60 L.F. Each Each Each Each L.F. Per Station Total Length/Width of new asphalt 402 X 30 (face of curb to face of curb) will cover existing gutter with 1'• to 1-1/2" of asphalt when top lift is applied. Extra care wi,11 be taken to maintain water flow. Zy Z PROD. Miscellaneous Asphalt Resurfacing 1110 9 8 7 64 141516 7 IBe�1 ORN BY rf /2 /0 9 8 7 615 4 3 2 es' 13 s r• 14 IS 16 17 IB 19 `2021 v� 3 4 rJ 5 4 3 ts' 2 67 5 6 5 6 ea VACATED OAA JCC 8 9 _ 4 3 1 7 2 0 .r M1 Ar sr J9 819 IU -AMD 0. JH 4 3 7 8 2 c ^. b. ; 3 ". tree! r.: 90 U. 2 JI 5th Street 2 p0v. h. Street 24 or ADDLEMANS 5 4 SUB. Q 2nd Street as 3 21 9 6 7 6 5 4 3 2 / 12//109 8 7 6 5 4 3 2 °Ito. -3 „o `6,12 /IJ O/oY n 23 22 21 20 • 192• 18 16 ur 2 3 4 5 6 6 I 9 15 I0 14 II 8 12 •4 ( Y `2 25 24 22 • 21 5 • ilimptimmummi Palmas SIMMS 31110111 0111111111 17 • 16 10 • II • 13 a MEW fl 21.,Ina agnI 24 23 22 5 • 6 • 7 20 19 18 17 gamin, II • 12 • SSE SWIMS WM Ina co' ao Colorado Ave. ADD. 0 I00 ZOO Igo; SCALE IN /ter nesoto Ave 8 2 L • 3 • 4 • 5 • 6 • 7 • 8 • 12 • 13 • a 14 Y 2 ac 15 P, $ / st Street E.S RK ST. co ar r led H5buttr�-treet FtA. /975 moron J/fA DA R-93 Miscellaneous Asphalt Resurfacing 5th Street (Kansas - Colorado) ITEM NO. DESCRIPTION ESTIMATED UNIT QUANTITIES 1. Rotomill Pavement 2. Recycled Asphalt Mix Type "R" 3. Asphaltic Concrete Type 'R/6" 4. Asphaltic Concrete Type "C" 5. Asphaltic Concrete for Patching 6. Asphaltic Cement (AC -5) 7. Asphaltic Cement (AC -10) 8. Emulsified Asphalt (SSIH) for Tack Coat Applied 9. Excavate Soil Base 10. Restabilize Sub -Grade 11. Build 6" Pavement (478) 12. Build PR. Concrete Pavement 13. Build 30" Curb & Gutter 14. Build 4" Sidewalk 15. Build 6" Integral Curb 16. Remove Concrete Pavement 17. Remove Sidewalk 18. Remove 30" Curb & Gutter 19. Adjust Manhole to Grade 20. Adjust Gas Valve to Grade 21. Adjust Water Valve to Grade 22. Adjust Grate Inlets to Grade 23. Saw Cut 24. Shouldering. edge of road KEY concrete paving - concrete sub -base (Mill: 2-3") New asphalt depth 31/4" approx. Soil sub -base (Mill: 2-3') Excavate 4" approx. and restablize grade. New asphalt depth 6" approx. Note: 2" Type R/B mix - Approx (Base lift) 11" Type C mix - Approx (Top lift) 1,522 168 S.Y. Ton Ton 136 Ton 1,008 2,040 Ton Gal. Gal. 380 Gal. C.Y. S.Y. S.Y. S.Y. 50 L.F. S.F. L.F. S.Y. S.F. 60 L.F. Each Each Each Each L.F. Per Station Total Length/Width of new asphalt 402 X 30 (face of curb to face of curb) will cover existing gutter with 1'• to 1-1/2" of asphalt when top lift is applied. Extra care wi,11 be taken to maintain water flow. Zy Z PROD. Miscellaneous Asphalt Resurfacing PROJ. NO, 1993-4 DESCRIPTION 5th St. - Kansas to Colorado Hastings City Engineering DSGN BY J.N. OATE (CONTRACTOR 1-93 ORN BY APPRD BY ASBUILTS ORN NO. / 0f/&4/