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PROJ. NO. R - 93 19 93-31
DESCRIPTION
14th_ St.- St. Joe to UPRR Tracks
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ORN BY
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R-93 Miscellaneous Asphalt Resurfacing
14th Street
(St. Joseph to UPRR)
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITIES
UNIT
1. Rotomill Pavement
2. Recycled Asphalt Mix Type "R"
3. Asphaltic Concrete Type "R/B"
4. Asphaltic Concrete Type "C"
5.
Asphaltic Concrete for
Patching
Asphaltic Cement (AC -5)
7. Asphaltic Cement (AC -10)
8. Emulsified Asphalt (SSIH)
for Tack Coat Applied
3,118
768
280
4,608
4,200
468
9. Excavate Soil Base 307
10. Restabilize Sub -Grade 3,118
11. Build 6" Pavement (47B)
12. Build PR. Concrete Pavement
13. Build 30" Curb& Gutter 120
14. Build 4" Sidewalk
15. Build 6" Integral Curb
16. Remove Concrete Pavement
17. Remove Sidewalk
18. Remove 30" Curb & Gutter 120
19. - Adjust Manhole to Grade 2
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
S.Y.
Ton
Ton
Ton
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
!4444444
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♦4:4f 44♦
KEY
= concrete paving
= concrete sub -base
(Mill: 2-3") New asphalt depth 3S" approx.
11111111111 = Soil sub -base
}}l ljjjjfjj (Frill: 2-3"J excavate A" approx. and
restablize grade.
New asphalt depth 6" approx.
Total Length/Width of New Asphalt:9651x 26'
(Inside to Inside)
Note: 4" Type R/B mix - Approx (Base lift)
2" Type C mix - Approx (Top lift)
NOTE: St. Joe to Kansas will
cover existing flow line in this
block only.
PROJ.
MISC. RESURFACING
PROJ. NO. R - 93 19 93-31
DESCRIPTION
14th_ St.- St. Joe to UPRR Tracks
Hostings City Engineering
DSGN BY
J.N.
DATE
3-29-93
CONTRACTOR 21/2-/
ORN BY
BA.S.
APPRO BY
ASBUILTS
DAN NO.
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