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City Engineering
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NOTE:
Excavation will be hauled to City
stockpile as determined by Engineer.
NOTE:
Locations of curb replacement will
be determined in field by Engineer.
236
69
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RINGLAND AVE
HASTINGS
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UNIVERSITY ST.
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R-92 Miscellaneous Asphalt Resurfacing
Cedar Avenue
9th to Forest
ITEM
NO. DESCRIPTION
ESTIMATED
QUANTITIES
UNIT
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 (SSIN)
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
924.4
227.9
140.9
4,623.0
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
138.7 Gal.
101.7 C.Y.
924.4 S.Y.
S.Y.
S.Y.
144.0 L.F.
S.F.
L.F.
S.Y.
S.F.
144.0 L.F.
Each
1.0 Each
Each
Each
L.F.
Per Station
1111111111
i
KEY
= concrete paving
= concrete sub -base
(Mill: 2-3") New asphalt depth 31" approx.
= Soil sub -base
(Mill: 2-3") Excavate 4" approx. and
restablize grade.
New asphalt depth 6" approx.
NOTE: 4" Type B Mix - Approx.
2" Type C Mix - Approx.
13
CITY vetoed
1940
' NOTE: It will be the responsibility of the contractor
to dispose of all pavement removal.
Total length/width of new asphalt
416' x 24' (face of curb to face of curb).
Will cover existing gutter with top lift.
PROD Asphalt Resurfacing
PROJ. NO.
1991-26
DESCRIPTION
Cedar - 9th Street to Forest Blvd.
Hoslings
City Engineering
DSGN BY
JN
DATE
1-92
CONTRACTOR
DRN BY
JN
APPRD BY
ASBUILTS
DRN Na
2 of
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