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Note: 2" Type R/B mix - Approx (Base lift)
V" Type C mix - Approx (Top lift)
R-93 Miscellaneous Asphalt Resurfacing
Laird Avenue
(2nd Street to 3rd Street)
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITIES
UNIT
1. Rotomill Pavement
2. Recycled Asphalt Mix Type
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 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
amm
ox�f..RJ:
cz
concrete paving
concrete sub -base
(Mill: 2-3") New asphalt depth 31/2" approx.
6 Soil sub -base
(Mill: 2-3") Excavate 4" approx. and
restablire grade.
New asphalt depth 6" aoprox.
889
106
S.Y.
Ton
Ton
80 Ton
636
1,200
222
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
250' x 32' (Face of curb to face
of curb) will cover existing gutter
with 1" to 111" of asphalt when
top lift is applied. Extra care
willbe taken to maintain water
flow.
PROD.
Miscellaneous -Resurfacing
PROD. Na
R-93 . 1993-29
DESCRIPTION
Laird Avenue (2nd to 3rd)
Hastings City Engineering
DSGN BY
JN
DATE
3-93
CONTRACTOR 01/1-2-/
DIN BY
APPRD BY
ASBUILTS
DRU. NO.
of