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HomeMy WebLinkAboutR1991-19Begin Construction R-91 Miscellaneous Asphalt Resurfacing Project No. 1991-19 Boyce (Crane to Washington) ITEM ESTIMATED UNIT 10. DESCRIPTION QUANTITIES Rotouill Pavement 6,696 S.Y. Recycled Asphalt Nix Type 'R' Ton Asphaltic Concrete Type 'B' Ton Asphaltic Concrete Type 'C' 1,431 Ton Asphaltic Concrete for Patching Ton Asphaltic Cement (AC -5) Gal. Asphaltic Cement (AC -10) 14,313 Gal. Emulsified Asphalt (55tH) for Tack Coat Applied 670 Gal. Excavate Soil Base C.Y. 10. Restabilize Sub -Grade S.Y. II. Build 6' Pavement (418) S.Y. 12. Build PR. Concrete Pavement S.Y. 13. Build 30' Curb 8 Gutter 18 L.F. 14. Build 4' Sidewalk S.F. 15. Build 6' Integral Curb t.F. 16. Remove Pavement S.Y. IT. Remove Sidewalk S.F. 18. Remove 30' Curb a Gutter 18 L.F. 19. Adjust Manhole to Grade 5 Each 20. Adjust Gas Valve to Grade 4 Each 21. Adjust Water Valve to Grade 3 Each 22. Adjust Grate Inlets to Grade Each 23. Saw Cut LF, LL Z4 ,• rJ 9 85 10 60 II 60 12 60 13 68 14 68 15 68 16 68 N 11-#4 w ' 71 531 30150' 501 5A' 5/ ' 3/ 15/ 15/ IS/ 3/ 5/ 312 II 10 9 8 7 6!5:4 3 2 I� ACArED 840/64 4 ? 0tr`Nr:03 11 19 1 21 221 1 1 I 1 12 II 10 9 1 8 I 6 X13 14 15 16 17 18 19 120 21 22 23 24 4 60 -f— AD 12 17 ;14 15 16 17 18 19 20 21 16 12 13 14 ;1480 4.1 '147 • 5. .-/ .5/ .<. , 5/ S.• 5/ .t/ 5' 0 151 50 _1222325 -_- t11 10 9 1 8 1 7 6 5 4 3 I 2 I,0 C pvrj 2 I Ord+.969 i), 12 13 14 15 16 17 : 18 19201 21 1 ++++++++++++++++++++++++++++t+I +1'++++++++++++++++++++++++++++++T++++++++++++++++++++:++++++++V-.+ 221 33 33 8 9 10,(E511 12 ,13 14 52/I , :? 12 1 11 10 9 8 7 6 i 5 4 3 "IT 2 : 1 I 1 1 113' 14 15 16 17 18 19 20 21 22 23 24 6 m co w z 4 m 25 6 7 8 9 10 hear O .4 q A 09l4,1 ea' 716 '5 S ' > KJNWOOD 00 �d' 4 (9 3041 10 9 18 I 6 5 11 .1019 3 8 7 I 5 4 3 2 11 19 1 21 221 1 12 II 10 9 1 8 7 6 5 4; 3 2 I 5eu6 r i 1 I 13 14 15 16 17 18 19 2021 2223 24 15 51 1 / / / 12 113 14 15; 16'17 18 19 120 21 229 0 II 10 9 18 I 6 5 11 .1019 3 8 7 6 5 4 3 2 11 12 113 14 15; 16'17 18 19 120 21 229 0 II 10 9 18 , 7 6 5 4 3 2 Iti 13 14 15 1 I i 18 19 20 21 221 II 10 9 8 76j5 4 3 2 + +++ ++4 +S+++++++++++++++++ +++++++++++++++++++ 5 +SR+++++++++++++++++ +++++++++++++++++++++ .54 5: s4 54 I .s/ I S4 I .S/ 154 154• .54 7' 6' 5 4 3 2 I (I I I 8 9 10 II 12 13 14 0 Is 10 3 Cb BOYCE ST 9 • 5114 3 1 L 8 9 10 II 12 54 : -.v l 5n 4 a:/q0 P 8 TH ST. • 12 60 8 , 9 10 11 12 54 34 54 54 _•5✓ 0 w z 4 tr 0 3132 12 ADD 30 6 5 4 .3 52 DA (ISONS ADD 4 -J N LU 3 SCHOOL DISTRICT +++++++++ +++++++++ ( a� ;535) M. M. 33 e31 5 4 11331 2 ( I 14 BAUER w I K RRS1 SUB ' LEWIS SUB I 8 9 IO1 II 12 13 14 1;u 15• 54 34 1 34 1 34 1 54' 54154 34 7: 6 5 4 3 12 I 1 117 -1 T t 8 9 10 1 1 1 12 13 14 40 54 54 ' 54 I ..f S4 54 1221 j1 JEFFERSON Concrete Sub -base (Mill: 2"7$1.D__New Ag2halt depth: 3" Approx. NOTE: All side streets will be asphalted back to approximately the end of radius. ,59r 0 59 S4 54 134 I 04 I .54 154 .55.* 7 6 5 4-3 2 1i vf4tto IZ-1-2dre2S 8 19 10 II 12 13 14:5 54 /3-f . $4 :.54 , N N w J a w Io 3 4as BATEMAN ST 9 SP I3 ! 3r( 36 So l ' 6 15 1 4 j15, 2 I 6 5 4 MdCREARy SUS LEWIS I SUB Lu z 0 O x (4) NOTE:- It will be the responsibility of the contractor to dispose of all pavement removal. 3 13o G 16 2 I 4 3 BALTIMORE AVE. 7-TH ST. • 2 00 P I0 CITY WIDE SURVEY 1950 O 00 200 sc.c[ "r[cT Total Length/Width = 2,159'x26' (Full depth asph.) PROJ. Asphalt Resurfacing PROJ. NO. 1991-19 1 1 - DATE 3-91 CONTRACTOR DRN BY - J.N. APPRD BY ASBUILTS 12 13 14 15 16 17 18 19 20 21 221 II 10 9 8 76j5 4 3 2 + +++ ++4 +S+++++++++++++++++ +++++++++++++++++++ 5 +SR+++++++++++++++++ +++++++++++++++++++++ .54 5: s4 54 I .s/ I S4 I .S/ 154 154• .54 7' 6' 5 4 3 2 I (I I I 8 9 10 II 12 13 14 0 Is 10 3 Cb BOYCE ST 9 • 5114 3 1 L 8 9 10 II 12 54 : -.v l 5n 4 a:/q0 P 8 TH ST. • 12 60 8 , 9 10 11 12 54 34 54 54 _•5✓ 0 w z 4 tr 0 3132 12 ADD 30 6 5 4 .3 52 DA (ISONS ADD 4 -J N LU 3 SCHOOL DISTRICT +++++++++ +++++++++ ( a� ;535) M. M. 33 e31 5 4 11331 2 ( I 14 BAUER w I K RRS1 SUB ' LEWIS SUB I 8 9 IO1 II 12 13 14 1;u 15• 54 34 1 34 1 34 1 54' 54154 34 7: 6 5 4 3 12 I 1 117 -1 T t 8 9 10 1 1 1 12 13 14 40 54 54 ' 54 I ..f S4 54 1221 j1 JEFFERSON Concrete Sub -base (Mill: 2"7$1.D__New Ag2halt depth: 3" Approx. NOTE: All side streets will be asphalted back to approximately the end of radius. ,59r 0 59 S4 54 134 I 04 I .54 154 .55.* 7 6 5 4-3 2 1i vf4tto IZ-1-2dre2S 8 19 10 II 12 13 14:5 54 /3-f . $4 :.54 , N N w J a w Io 3 4as BATEMAN ST 9 SP I3 ! 3r( 36 So l ' 6 15 1 4 j15, 2 I 6 5 4 MdCREARy SUS LEWIS I SUB Lu z 0 O x (4) NOTE:- It will be the responsibility of the contractor to dispose of all pavement removal. 3 13o G 16 2 I 4 3 BALTIMORE AVE. 7-TH ST. • 2 00 P I0 CITY WIDE SURVEY 1950 O 00 200 sc.c[ "r[cT Total Length/Width = 2,159'x26' (Full depth asph.) PROJ. Asphalt Resurfacing PROJ. NO. 1991-19 DESCRIPTION Boyce (Crane to Washington) Hastings City Engineering DSGN BY J.N. DATE 3-91 CONTRACTOR DRN BY - J.N. APPRD BY ASBUILTS DRN. NO. 19 of 20 • vt-•:z