HomeMy WebLinkAboutR1993-13R-93 Miscellaneous Asphalt Resurfacing
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R 5TH ST
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9
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24TH ST.
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DSGN BY
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SOUTH ST.
5th Street
(Baltimore to Washington)
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
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
1,123
124
101
744
1,515
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
280 Gal.
C.Y.
S.Y.
S.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
1594
31
G ''ST
W
O
0
0
m
I
NOTE: This street is
scheduled for HUD
Sidewalk Project this
year. Handicap ramps
will be installed by
others. Asphalt
Contractor will pave
street -after sidewalk
work is finished.
This area will have
priority for the
sidewalk contractor to
finish ahead of
asphalt contractor.
aA
0
J
W
PAIL
II
N
O
Q
V
—Thc—rcl-11r
concrete paving
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.
Note: 2" Type R/B mix - Approx (Base lift)
11" Type C mix - Approx (Top lift)
BELLEVUE
LEXINGTON
D
45.
Ui
a
BURLINGTON
35
Total Length/Width of new asphalt 295 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.
'a
CITY WIDC
1940
PROD.
Miscellaneous Asphalt Resurfacing
PR04 Na
1993-13
DESCRIPTION
5th Street - Baltimore to Washington
Hostings City Engineering
DSGN BY
J.N.
DATE
I 1-93,
CONTRACTOR Z/z-
ORN BY
APPRO
BY
ASBUILTS IORN NO.
/D of /9