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HomeMy WebLinkAboutR1993-71z II 60 I ' p4 e !20 !U 1 M \t.�• 264 IA 46.6 351 pb y• 0 9 2A o R-93 Miscellaneous Asphalt Resurfacing A Street (Burlington to Denver) ITEM ESTIMATED UNIT NO. DESCRIPTION QUANTITIES 1. Rotomill Pavement 2,643 S.Y. 2. Recycled Asphalt Mix Type "R" Ton 3. Asphaltic Concrete Type "R/B" 652 Ton 4. Asphaltic Concrete Type "C" 336 Ton 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 3,912 5,040 291 2,643 57 57 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 11 12 0 0 4 R 7213 A 74 75 76 77 _ 78 79 180 81 182 183 5 R 196 R 197 .41 198 199 0 200 201 2 CC J 4 CC 80 /923 041 HS --lis--� 17 T 1 5, 12 I 1 I 2 11 �1(- 13 I I \ 2 2 - 8 C 3 2 10 4,I ^ R 9 4 4 R 8 10 8 5 2 7 6 R 12 R 11 2 10 9. 9a 2 8 4, 7 2 3 5 4 5 6 150 4 40 CD -- 2 D5 O- - '6 R 15 0 OD 2 K O N 2 S o2 O w -] CC m O Q 2 1e u ' u 14 13 12 8 10 11111111 111111 M 18 17 16 4 maim MERAMM 1110111' 14 13 18 17 16 15 2 14 13 -_9- 10 II 12 5 n 6 4 7 8 9 10 11 12 2c HS 10 12 1 2 3 9 a 8 7 4 5 6 or 4 5 '-14 t N. \y NA N. R 4 2 8 3 9 tp 7 8 1 1 16 15 14 13 12 2 11 10 9 8 7 12 11 10 9 2 8 6 2 3 3 4 5 6 2 3 8 4 5 7 6 se 244 e0 22 6 11 7 0 10 8 9 264 6 10 '2 22R a- 3 N 4 O 5o 0 -23- 12A 1 h --Sr, RAND* �H 2 80 h 7 Ry 4e 4 IC !9] 50 30 2`I 'N. \• 4o I 13 k l i 1' 10 8 7 6 14 1� O HJ 3I 12 13 24_441 I 17 IIIIIIE 16 10 �1(- 13 I I 15 9 2 43 8 3 5 7 12 4,I 12 11 3 4 2 5 9 10 8 :' 6 7 12 13 24_441 1 II IIIIIIE 2 10 �1(- 13 I I 3 9 J" 4 8 d 5 7 6 2668727 220 5 MILLERS ACO wmpr . concrete paving . concrete sub -base (Mill: 2-3") New asphalt depth 31/2" apProx. . Soil sub -base (Mill: 2-3") Excavate 4" approx. and restablize grade. New asphalt depth 6" approx. 7 SO 40 00 24 BURLINGTON 441 4 z 220 24 SOUTH 115 SIDE 24 ADD Note: 4" Type R/B mix - Approx (Base lift) 2" Type C mix - Approx (Top lift) 0 DENVER N 300 4 2' 13 24_441 9 /40 1 - 1 2 _ _ 3 4 c IIIIIIE a 2 Z. �1(- 13 I I s IA o, 7 2A, d 22 u• . rl .3 12 I 3 2 441 %1 10 3 :' _ -SUB 7PACIFiG 6 MILLERS ACO wmpr . concrete paving . concrete sub -base (Mill: 2-3") New asphalt depth 31/2" apProx. . Soil sub -base (Mill: 2-3") Excavate 4" approx. and restablize grade. New asphalt depth 6" approx. 7 SO 40 00 24 BURLINGTON 441 4 z 220 24 SOUTH 115 SIDE 24 ADD Note: 4" Type R/B mix - Approx (Base lift) 2" Type C mix - Approx (Top lift) 0 DENVER N 300 4 2' 13 24_441 9 /40 1 - 1 2 _ _ 3 4 c 14i.‘i_J a 2 Z. �1(- 13 I I s 12 7 il 11'.E - -a= d 144. • .RA '040 .44 514 MN LW ssCRA 1,1 ADO itt 41 0 400 173 80 10'70' 1 J 3 / 4 1 5 • , ; $, \ ".\ \. \ \ �`t9 \ \\\ \ •\ \ • -tea N. \ \ \C tee. N. N. 13 /43 Y 10 /43 eo 1 '3/ /40 10 - 9 8 - 7 -e J 9 /40 1 - 1 2 _ _ 3 4 6 _' 5 P 11 10 9 8 -2 7 6 12 11 10 9 3 8 7 `\` 2 3 4 2 3 1 4 5 140 6 80 ] a • UTH Si 3v. 50 I fr]23 k�24 2 3 - 5 6 0 e 3 30 30 12 PRO2 NO. 1993-7 II 2 10 _ 3 9 2__ 4 8 7 6A i w ' I5A 1 4 300 3 Ir 99 695 29932 80 4 IeC-- :.. 20 71 n 00 • ^ °A -St 1� 0 4 B T. C -ST. *44 "15 • \ 114_14>:. 4 /03 2 3 17 4 15 6 14 7 13 12 9 0 299 0/ 30 Ss 47 35 34 33 32 31 30 29 26 13 -22 11 19 so 49 48 47 45 42 co 41 34 31 30 EMMA DMR NOTE: Coverage of flow lines will he decided in field by Engineer. up 114,70 70 M2 oo lc Total Length/Width of new asphalt 915 X 26 (inside of curb to inside of curb). Will not cover flow line. 8 29 -28 27 HAWS MINN WABASH MisCollaneous Asphalt Resurfacing PRO2 NO. 1993-7 DESOMPTION "A" Street - Burlington to Denver Hastings City Engineethig MN BY rATE CONTRACTOR Zg