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SUB a THOMPSONS
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NOTE:
Locations of curb replacement will
be determined in field by Engineer.
NOTE:
Excavation will be hauled to City
stockpile as determined by Engineer.
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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.
R-92 Miscellaneous Asphalt Resurfacing Pine Avenue
Lakeside to 12th
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITIES
UNIT
1. Rotomill Pavement
2. Recycled Asphalt Mix Type "R-
3. Asphaltic Concrete Type "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 (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
NOTE: 4" Type B Mix - Approx.
2" Type C'Mix - Approx.
1,196.0
222.0
151.5
4,714.5
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
170.0 Gal.
99.0 C.Y.
901.0 S.Y.
S.Y.
S.Y.
L.F.
S.F.
L.F.
S.Y.
S.F.
L.F.
1.0 Each
Each
Each
Each
L.F.
Per Station
++++++
++++++++
,fl1ll111111
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.
I3
CITY )410E9
1940
Total length/width of new asphalt
437' x 21'
Will not cover existing gutter with top lift.
PROD.
Asphalt Resurfacing
PROD. NO. 1991-29
DESCRIPTION
Pine - Lakeside to 12th Street'
Hastings City Engineering
MON BY JN
DATE 1-92
CONTRACTOR
DM BY
JN
APPRD BY
ASBUILTS
DRN. NO.
S of
// •
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