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DESCRIPTION
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CITY 'MACE SUR
1940
R-93 Miscellaneous Asphalt Resurfacing
ITEM ESTIMATED UNIT
NO. DESCRIPTION QUANTITIES
1. Rotomill Pavement 7911 S.Y.
2. Recycled Asphalt Mix Type "R" Ton
3. Asphaltic Concrete Type "R/B" 883 Ton
4. Asphaltic Concrete Type "C" 709 Ton
5. Asphaltic Concrete for
Patching
Ton
6. Asphaltic Cement (AC -5) 5298 - Gal.
7. Asphaltic Cement (AC -10) 10,635 Gal.
8. Emulsified Asphalt (SSIH)
for Tack Coat Applied 1978 Gal.
9. Excavate Soil Base C.Y.
10. Restabilize Sub -Grade S.Y.
11. Build 6" Pavement (478) 1791 S.Y.
12. Build PR. Concrete Pavement S.Y.
13. Build 30" Curb & Gutter 162 L.F.
14. Build 4" Sidewalk 64 S.F.
15. Build 6" Integral Curb 320 L.F.
16. Remove Concrete Pavement 572 S.Y.
17. Remove Sidewalk 64 S.F.
18. Remove 30" Curb & Gutter 162 L.F.
19. Adjust Manhole to Grade 4 Each
20. Adjust Gas Valve to Grade Each
21. Adjust Water Valve to Grade I Each
22. Adjust Grate Inlets to Grade Each
23. Saw Cut L.F.
24. Shouldering edge of road Per Station
25. Remove Existing Railroad Track 1045 L.F.
KEY
- concrete paving.
- concrete sub -base
(Mill: 2-3") New asphalt depth 35" approx.
)7))1))7){({ = Soil sub -base
333333))3SSjjjjiiiijjjjjjjjjjjjjjJJjj (Mill: 2-3") Excavate 4" approx. and
restablize grade.
New asphalt depth 6" approx.
NOTE: Remove Railroad Tracks 1045'x II'
Rebuild Concrete Sub.- base
1045' x I I' (1179 S.Y. Approx.) 6"- 478 PCC.
Note: -2" Type RIB mix - Approx (Base lift)
111"'..Type C mix - Approx (Top lift)
Total Length/Width of new asphalt 2182'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 will
be taken to. maintain water f.low.;..•
PROD.
Miscellaneous Resurfacing
PROJ. NO.
R-93 . 1993-30
DESCRIPTION
North St. Joseph (12th to 17th)
- Hastings City Engineering
DSGN BY
J.N.
DATE
3-93
CONTRACTOR 341-2.-/
DRN BY
APPRD BY
ASBUILTS
ORN. NO.
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