HomeMy WebLinkAboutR1993-6R-93 Miscellaneous Asphalt Resurfacing B Street
..
(Burlington Lincoln)
ITEM
NO.
DESCRIPTION
ESTIMATED UNIT
QUANTITIES
1. Rotomill Pavement
2. Recycled Asphalt Mix Type "R-
3. Asphaltic Concrete Type "R/13-
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
965
123
S.Y.
Ton
Ton
100 Ton
738
1,500.
242
Ton
Gal.
Gal.
Gal.
C.Y.
S.Y.
77 L.F.
S.F.
L.F.
S.Y.
S.F.
77 L.F.
Each
Each
Each
Each
L.F.
Per Station
1'p
.0
yry :1 >• concrete paving
% 1,
11111111
. 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.
0
>= 120 M rz- I ar I .f7 0
izt
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Q 174 "-
175 -
176
177
178
179 -
181
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R
196 R
197
198
199
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PROD.
Miscellaneous Asphalt Resurfacing
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PROD.
Miscellaneous Asphalt Resurfacing
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Hastings City Engineering
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Note: 2" Type R/B mix - Approx (Base lift)
1/" Type C mix - Approx (Top lift)
fA
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DENVER AVE.
24
ADD
saGQER4ILI
RAM
4i ADD
W
O
7
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EMMA
DMR
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1124 70 2
E. K. WE LE ADO
2 I
W
Q
Total Length/Width of new asphalt 334 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.
II UINEE 5 4 3
MINN
l61
I-• $F -ST.
w.
HARMS
PROD.
Miscellaneous Asphalt Resurfacing
PROD Na
1993-6
DESCRIPTION
"B" St. - Burlington to Lincoln
Hastings City Engineering
DBGN BY
J N.
DATE
1-93
CONTRACTOR Z4-2—/
DRN BY
APPRD BY
ASBUILTS
WIN NO.
_3 of of /4/r