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PEW. N
R - 93 1993- 24
DESCRIPTION
LEXINGTON AVE 2nd ST. to 3rd ST.
Hastings City Engineering
24 25
26
27
28
APPRD BY
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ASBUILTS
DRN NO. -" "'---
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LEXINGTON
D
1
12 0
SOUTH St
12
8..?
BURLINGTON
Note: Contractor will have to replace
curb/flowline sections (15 SY approx)
on SE and SW corners of 3rd/Lexington
and as directed by Engineer in field.
R-93 Miscellaneous Asphalt Resurfacing
Lexington Avenue
(2nd to 3rd Street)
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITIES
UNIT
1. Rotomill Pavement
2. Recycled Asphalt Mix Type "R"
3. Asphaltic Concrete
4. Asphaltic Concrete
1,183
Type "R/B" 150
Type "C" 115
5. Asphaltic Concrete for
Patching
6. Asphaltic Cement (AC -5)
7. Asphaltic Cement (AC -10)
8. Emulsified Asphalt (SSIH)
for Tack Coat Applied
Excavate Soil Base
Restabilize Sub -Grade
Build 6" Pavement (47B)
Build PR. Concrete Pavement
Build 30" Curb & Gutter
Build 4" Sidewalk
Build 6" Integral Curb
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
Remove
Remove
Remove
Concrete Pavement
Sidewalk
30" Curb & Gutter
Adjust Manhole to Grade
20. Adjust
21. Adjust
22. Adjust
23. Saw Cut
Gas Valve to Grade
Water Valve to Grade
Grate Inlets to Grade
24. Shouldering edge of road
900
1,725
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
295 Gal.
C.Y.
S.Y.
15 S.Y.
S.Y.
14 L.F.
S.F.
L.F.
15 S.Y.
S.F.
14 L.F.
Each
Each
Each
Each
L.F.
Per Station
KEY
= concrete paving
= concrete sub -base
(Mill: 2-3") New asphalt depth 31/2" approx.
Soil sub -base
(Mill: 2-3") Excavate 4" approx. and
restablize grade.
New asphalt depth 6" approx.
Note: 2" Type R/B mix - Approx (Base lift)
11" Type C mix - Approx (Top lift)
Total Length/Width of new asphalt 313 X 30
PRO.'.
MISC. RESURFACING
PEW. N
R - 93 1993- 24
DESCRIPTION
LEXINGTON AVE 2nd ST. to 3rd ST.
Hastings City Engineering
OSGN BY
J.N.
DATE
3-29-93
CONTRACTOR Z r/ -z- /
ORN BY
B&B.
APPRD BY
f
ASBUILTS
DRN NO. -" "'---
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