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NOTE: It will be the responsibility of the contractor
to dispose of all pavement removal.
R-92 Miscellaneous Asphalt Resurfacing Hastings Ave
ITEM ESTIMATED UNIT
NO. DESCRIPTION QUANTITIES
NOTE:
Locations of curb replacement will
be determined in field by Engineer.
NOTE: 21/2" Type B Mix - Approx.
11/2" Type C Mix - Approx.
++++++++
++++++++
++++++++
KEY
= concrete paving
= concrete sub -base
(Mill: 2-3") New asphalt depth 31/2" approx.
)1))7/111)11 = soil sub-base
})))}})jj))}j}}jjjf3333FFFFSS33jjjjj (Mill: 2-3") Excavate 4" approx. and
restablize grade.
New asphalt depth 6" approx.
1. Rotomill Pavement 1,366.2 S.Y.
2. Recycled Asphalt Mix Type "R" Ton
3. Asphaltic Concrete Type "8" 214.3 Ton
4. Asphaltic Concrete Type "C" 141.0 Ton
5. Asphaltic Concrete for
Patching Ton
6. Asphaltic Cement (AC -5) Gal.
7. Asphaltic Cement (AC -10) 4,469.0 Gal.
8. Emulsified Asphalt (SSIH)
for Tack Coat Applied 341.5 Gal.
9. Excavate Soil Base C.Y.
10. Restabilize Sub -Grade S.Y.
11. Build 6" Pavement (478) S.Y.
12. Build PR. Concrete Pavement S.Y.
13. Build 30" Curb & Gutter 18.0 L.F.
14. Build 4" Sidewalk S.F.
15. Build 6" Integral Curb L.F.
16. Remove Concrete Pavement S.Y.
17. Remove Sidewalk S.F.
18. Remove 30" Curb & Gutter 18.0 L.F.
19. Adjust Manhole to Grade Each
20. Adjust Gas Valve to Grade Each
21. Adjust Water Valve to Grade Each
22. Adjust Grate Inlets to Grade Each
23. Saw Cut L.F.
24. Shouldering edge of road Per Station
Total length/width of new asphalt
464' x 30.5' (face of curb to face of curb).
Will cover existing gutter with top lift.
PROJ. Asphalt Resurfacing
PROD. NO.
1991-27
DESCRIPTION
Hastings - "E" Street to "F" Street
Hastings City Engineering
OSGN DYDATE
JN
1-92
CONTRACTOR
DAN BY
JN
APPRO SY
ASBUILTS
DAN NO.
3 of , 8