HomeMy WebLinkAboutR1991-33End Construction
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KEY
= concrete paving
= concrete sub -base
(Mill: 2-3") New asphalt depth 34" approx.
= Soil sub -base
(Mill: 2-3") Excavate 4" approx. and
restablize grade.
New asphalt depth 6" approx.
94TH ST.
R-92 Miscellaneous Asphalt Resurfacing Oswego Avenue
5th to 8th
ITEM
NO.
DESCRIPTION
ESTIMATED UNIT
QUANTITIES
1. Rotomill Pavement
2. Recycled Asphalt Mix Type "R"
3. Asphaltic Concrete Type "8"
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. ExcavateSoil 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
NOTE:
Locations of curb replacement will
be determined in field by Engineer.
NOTE:
Excavation will be hauled to City
stockpile as determined by Engineer.
NOTE: All side streets will be asphalted back to
approximately the end of radius.
NOTE: It will be the responsibility of the contractor
to dispose of all pavement removal.
NOTE: 4" Type B Mix - Approx.
2" Type C Mix - Approx.
3,151.3 S.Y.
Ton
724.2. Ton
460.7 Ton
Ton
Gal.
14,879.0 Gal.
533.5 Gal.
323.2 C.Y.
2,937.6 S.V.
S.Y.
S.Y.
35.0 L.F.
S.F.
L.F.
S.Y.
S.F.
35.0 L.F.
2.0 Each
Each
1.0 Each
1.0 Each
L.F.
Per Station
NOTE: Storm. Sewer pipe
runs entire length of
project. Location is
towards east half of street,
as indicated by old plans.
Total length/width of new asphalt
1,067' x 30' (face of curb to face of curb).
Will cover existing gutter with top lift.
PROJ.
Asphalt
Resurfacing
PROJ. NO.
1991-33
DESCRIPTION
Oswego
- 5th Street to 8th Street
Hastings
City Engineering
DSGN BYJN
DATE
1-92
CONTRACTOR
DRN. BY JN IAPPRO 8Y
IASBUILTS
ORN NO.
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