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HomeMy WebLinkAboutR1991-31TT ADD 5 6 WEIjSTER 4 AOD � BIRD,�AL '00 2 2B PAL RS I 12 12 12 SO /G5, 7 do 41610 HO r A/W RV Itai 16 1 /234 0 11 • 11 111 11 on. O L:-- 3 11 TH U311TH ST ore.o/$33 o "-Begin Construct 2 2 I 3 4 1726073 2 2 3 4 3 4 /.10 Aso 1726073 2 PROJ. Na 1991-31 3 4 /22 2336 $ FOREST BLVD PV ST C; A /24 -3 3 /36 2 1 ZK JF 19 18 3 4 R SK p1 It 6 3 HO 17 4 16 5 2 13 6 14 7 13 8 12 9 loon 10 /24 /22.5 _ L9 TH ST HO .50 1.50 1325.24 60 o UNt. AVE. bs ✓ 5LU 1 • 7 TH.ST 413 1 °° Iv!5 JOHNSONS > U, 3 4 60 COLORADO 21 do AD MINN E. SIDE BLVD. 12 CITY WIDE SURVEY sire CO. NOTE: It will be the responsibility of the contractor to dispose of all pavement removal. R-92 Miscellaneous Asphalt Resurfacing 11th Street Kansas to Colorado ITEM NO. DESCRIPTION ESTIMATED QUANTITIES UNIT 1. Rotomill Pavement 2. Recycled Asphalt Mix Type "R" 3. Asphaltic Concrete Type "B" 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 (47B) 12. 13, 14. 15. 16. 17, 18. 19. 20. Build PR. Concrete Pavement Build 30" Curb & Gutter Build 4" Sidewalk Build 6" Integral Curb Remove Concrete Pavement Remove Sidewalk Remove 30" Curb & Gutter Adjust Manhole to Grade 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 NOTE: Excavation will be hauled to City stockpile as determined by Engineer. NOTE: Locations of curb replacement will be determined in field by Engineer. 786.7 193.9 119.9 3,934.0 118.1 86.5 786.7 NOTE: 4" Type B Mix - Approx. 2" Type C Mix - Approx. 4++44444 • 11]11111111 KEY = concrete paving = concrete sub -base (Mill: 2-3") New asphalt depth 3/" approx. = soil'sub-base (Mill: 2-3") Excavate 4" approx. and restablize grade. New asphalt depth 6" approx. S.Y. Ton Ton Ton Ton Gal. Gal. Gal. C.Y: S.Y. S.Y. S.Y. L.F. S.F. L.F. S.Y. S.F. L.F. Each Each Each Each L.F. Per Station Total length/width of new asphalt 354' x 24' (face of curb to face of curb). Will cover existing gutter with top lift. PROS Asphalt Resurfacing PROJ. Na 1991-31 DESCRIPTION 11th Street - Colorado to Kansas Hostings City Engineering DSGN BY UN DATE 1-92 CONTRACTOR CRN BY JN APPRD BY ASBUILTS ORMNO. 7 of // 1997-5/