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LEXINGTON
BURLINGTON
SOUTH ST.
18 de
4c or
R-93 Miscellaneous Asphalt. Resurfacing < Saunders
(2nd Street to 3rd Street)
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITIES
UNIT
1. Rotomill Pavement
857
2. Recycled Asphalt Mix Type
3. Asphaltic Concrete Type "R/B" 94
4. Asphaltic Concrete Type "C" 83 Ton
5. Asphaltic Concrete for
Patching Tor.
6. Asphaltic Cement (AC -5) 564 Gal.
7. Asphaltic Cement (AC -10) 1,245 Gal.
S.Y.
Ton
Ton
3. 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.
23."
24.
215
Gal.
C.Y.
S.Y.
S.Y.
28 L.F.
32 - S.F.
L.F.
S.Y.
32 S.F.
28 L.F.
Each
Each
Each
Adjust Grate Inlets to Grade Each
Saw Cut L.F.
Shouldering edge of road Per Station
.......•
KEY
- concrete paving
= concrete sub -base
(Mill: 2-3") New asphalt depth 34" approx.
((({1{111111 = Boil sub -base
}}))j)jjjjjjjj) f (h1i11: 2-3") L'xcavate 4" approx. and
restablize grade.
New asphalt depth 6" approx.
Note': 2" Type R/B mix - Approx (Base lift)
1'" Type C mix - Approx (Top lift)
Total Length/Width of new asphalt 257 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.
PROD.
MISC. • RESURFACING
PROD N
R - 93 1993-27
DESCRIPTION
SAUNDERS AVE. - 2nd St. to 3rd St.
Hastings City Engineering
OWN BY
J.N.
we
3-29-93
CONTRACTOR Zii- 2-/
DRN BY
BA.B.
APPRO BY
ABBUIl7S
ORN NO.
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