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Note: 2" Type R/B mix - Approx (Base lift)
11/2" Type C mix - Approx (Top lift)
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CITY Ira A
1940
R-93 Miscellaneous Asphalt Resurfacing Bellevue
(4th Street - 5th Street)
ITEM ESTIMATED UNIT
NO. DESCRIPTION QUANTITIES
1. Rotomill Pavement 1,010 S.Y.
2. Recycled Asphalt Mix Type "R" Ton
3. Asphaltic Concrete Type "R/8" 111 Ton
4. Asphaltic Concrete Type "C" 91 Ton
5. Asphaltic Concrete for
Patching
6. Asphaltic Cement (AC -5)
666
7. Asphaltic Cement (AC -10) 1,365
8. Emulsified Asphalt (SSIH)
for Tack Coat Applied 253 Gal.
C.Y.
S.Y.
S.Y.
S.Y.
21 L.F.
S.F.
L.F.
S.Y.
S.F.
21 L.F.
Ton
Gal.
Gal.
9. Excavate Soil Base
10. Restabilize Sub -Grade
11. Build 6" Pavement (47B)
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
KEY
ti = concrete paving
1+1+1+++
1++++++1
++++++++
concrete sub -base
(Mill: 2-3") New asphalt depth 31/2" approx.
Asphalt base
"overlay Only"
New asphalt depth 3 1/2" approx.
Total Length/Width of new asphalt 303 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 flow.
Each
Each
Each
Each
L.F.
Per Station
NOTE: This street is
scheduled for HUD
Sidewalk Project this
year. Handicap ramps
will be installed by
others. Asphalt
Contractor will pave
street after sidewalk
work is finished.
This area will have
priority for the
sidewalk contractor to
finish ahead of
asphalt contractor.
PROD.
Miscellaneous Asphalt Resurfacing
PROJ. NO.
1993-11
OESCRIPTION
Bellevue
- 4th to 5th Street
Hosfings
City Engineering
OWN BY
J.N.
DATE
1-93
CONTRACTOR
ORN BY
APPRD BY
ASBUII75
DRN. NO.
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