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R-93 Miscellaneous Asphalt Resurfacing
Cedar
(4th Street - 5th Street)
ITEM
NO.
DESCRIPTION
ESTIMATED UNIT
QUANTITIES
1. Rotomill Pavement
2. Recycled Asphalt Mix Type "R"
3. Asphaltic Concrete Type "R/B"
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. 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 6P 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
'✓r
• concrete paving
concrete sub -base
(Mill: 2-3") New asphalt depth 34" approx.
3333/333/3{{ • Soil sub -base
7))))))))JJJ))))iii iiijjj)))j) (Mill: 2-3") Excavate 4" approx. and
restablize grade.
New asphalt depth 6" aoorox.
Note: 2" Type R/B mix - Approx (Base lift)
11/2" Type C mix - Approx (Top lift)
992
105
89
630
1,335
248
28
28
S.Y.
Ton
Ton
Ton
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
Total Length/Width of new asphalt 343 X 24
(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 flow.
PROD,
Miscellaneous Asphalt Resurfacing
PROJ. NO.
1993-15
OESCRIPTION
Cedar - 4th to 5th Street
Hastings
City Engineering
DSGN BY
J.N.
DATE
1-93
CONTRACTOR Z'/ -Z 7
DAN BY
APPRD BY
ASBUILTS
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