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HomeMy WebLinkAboutR1991-28(Si COL LEGE w 6 7 9 lift 6 /00 /00 P. -End Constructio 7 A20 p CALIFORNIA AVE. 6 7 /00 y 8 9 10 % /00 1321.095 a CS UI U 5 60 L /00 N 1.i h 3252 ! 31/.sYµSY'3zJ' O 4 34% 2 1 4 3 2 I 1 QIP I 0 O IC 10 II 1211 :1.-1%5 ++l'S 6 !OP 8 R S 6 7 8 1. .50 :541 £4 154 : 2 �3i 152215234 1 Iszsoysol R 3. FARMERS 51 50 49 48 47 46 45 4443.42 41 ❑33.116 714 Cfv ,JSI I r 50 ! 30 1 50 1 50130 130' 50 30 1 50 ` 6o Begin Construction 11211 io 9 8 7 6 5 4 3 2 1 40 39 38 37 36 36 34 33 32 31 40 29 26 27'. Is)] L- � 10' 60 It' 111 R-92 Miscellaneous Asphalt Resurfacing Pine Avenue 6th to 7th hI2I 13 So 14 ; 15 16 17 , 18 19 1 20 21 , 22 30 ..30 { 50 30 130 ! .50 50 130 1 CO ITEM NO. DESCRIPTION ESTIMATED UNIT QUANTITIES 1. Rotomill Pavement 851.1 S.Y. 2. Recycled Asphalt Mix Type "R" Ton 3. Asphaltic Concrete Type 133.5 Ton 4. Asphaltic Concrete Type 99.2 Ton 6. Asphaltic Concrete for Patching Ton 6. Asphaltic Cement (AC -6) Gal. 7. Asphaltic Cement (AC -10) 2,959.0 Gal. 8. Emulsified Asphalt (SSIH) for Tack Coat Applied 230.0 Gal. 9. Excavate Soil Base C.Y. 10. Restabilize Sub -Grade S.Y. 11. Build 6" Pavement (47B) S.Y. 12. Build PR. Concrete Pavement S.Y. 13. Build 30" Curb & Gutter 84.0 L.F. 14. Build 4" Sidewalk 120.0 S.F. 15. Build 6" Integral Curb L.F. 16. Remove Concrete Pavement S.Y. 17. Remove Sidewalk 104.0 S.F. 18. Remove 30" Curb & Gutter 84.0 L.F. 19. Adjust Manhole to Grade 1.0 Each 20. Adjust Gas Valve to Grade Each 21. Adjust Water Valve to Grade Each 22. Adjust Grate Inlets to Grade Each 23. Saw Cut L.F. 24. Shouldering edge of road Per Station NOTE: 21/2" Type B Mix - Approx. 14" Type C Mix - Approx. NOTE: Locations of curb replacement will be determined in field by Engineer. ;60 150 1 60,6060 80 i 50 150 130 . 30 1i q 9 8 7 6 5 4 3 2 I NOTE: It will be the responsibility of the contractor to dispose of all pavement removal. 86 7 /oo m 0 ADD 20 50 1 / 7THST. +. 4 • 12 11 10 9 8 7 6 5 4 3 2 1 13 14 15 16 17 18 19 20 21 22 23 24 67 ,30 50 .50 .30 30 .50 30 30 30 50 60 3 P $ T+i -ST. CS O 9 10 J J W 3 Z O 7 12 II 10 9 8 7 6 5 4 3 2 I 13 14 15 16 17 *18 19 20 21 22 23 24 67 S01.50 50 60i.50 50 50 .50 30 .30 30 67 50 30 50 50130 .50 30 50 30 5?,: 30 12 I I 10 9 8 7 6 5 4 3 2 I a+++++++ ++++++++ 111111111111 KEY = concrete paving = concrete sub -base (Mill: 2-3") New asphalt depth 35" approx. = Soil sub -base (Mill: 2-3") Excavate 4" approx. and restablize grade. New asphalt depth 6" approx. 9 y3.3 PEABODY ADD PEABODY II I 0 Q 5TH ST. Total length/width of new asphalt 383' x 24' (face of curb to face of curb). Will cover existing gutter with top lift. ' Asphalt Resurfacing PROs N0. 1991-28 DESCRIPTION Pine - 6th Street to 7th Street Hastings City Engineering DSCN BYJN DATE 1-92 CONTRACTOR DRN BY JN APPRD BY AS8UILTS DRN NO. y of //