HomeMy WebLinkAboutR1993-5Remove: Conc. Pavement (26 S.Y. Approx)
Build: Conc. Sub -base 39'x6'x6"
126 S.Y. Approx) 41-B PCC
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24
UTH ST.
2
3
5
6
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13
C -St
2666727
211 2
ti X20
Remove: Conc. Pavement (75 S.Y. Approx)
Build: Conc. Flowline 45'x15'x6'
175 S.Y. Approx) 47-8 PCC
23
22
21
20
Is
3E—St
50
49
48
47
46 u)
45 I
44 1-
43
_42 N
41
_40
38
37
36
36
34
33
32
_31
30
29
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SOUTH SSE
ran U2
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24
ADO
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HARMS
R-93 Miscellaneous Asphalt Resurfacing
Hastings
(South to E Street)
ITEM
1J0.
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 (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
Note: 2" Type R/B mix - Approx (Base lift)
1'I" Type C mix - Approx (Top lift)
))13)))))73)
16Y
concrete paving
. concrete sub -base -
(Mill: 2-3") New asphalt depth 35" approx.
Soil sub -base
(Mill: 2-3") Excavate 4" approx. and
restablize grade.
New asphalt depth 6" approx.
Total Length/Width of new asphalt 1,721 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.
5,353
680
554
4,080
8,310
1,338
101
285
101
285
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
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.
PROD.
Miscellaneous Asphalt Resurfacing
PROD. NO.
1993-5
DESCRIPTION
Hastings - South to "E" Street
Hastings City Engineering
LT6
OSON BY
J.N.
DATE
1-93
CONTRACTOR
7
APPRO BY
13
C -St
2666727
211 2
ti X20
Remove: Conc. Pavement (75 S.Y. Approx)
Build: Conc. Flowline 45'x15'x6'
175 S.Y. Approx) 47-8 PCC
23
22
21
20
Is
3E—St
50
49
48
47
46 u)
45 I
44 1-
43
_42 N
41
_40
38
37
36
36
34
33
32
_31
30
29
azu nsZ
so I QRS 1 A0024 I
SOUTH SSE
ran U2
n3
24
ADO
EMMA
DIER
70 1411
TEIIS ADO
1 ADO
KANSAS
E
K �W'EIPL
2 Ui
70 /+�+ 2
E ADO L&N
v
5 4
tSi
z
z
.'f
4
4I
o.xF—ST.
t w.
HARMS
R-93 Miscellaneous Asphalt Resurfacing
Hastings
(South to E Street)
ITEM
1J0.
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 (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
Note: 2" Type R/B mix - Approx (Base lift)
1'I" Type C mix - Approx (Top lift)
))13)))))73)
16Y
concrete paving
. concrete sub -base -
(Mill: 2-3") New asphalt depth 35" approx.
Soil sub -base
(Mill: 2-3") Excavate 4" approx. and
restablize grade.
New asphalt depth 6" approx.
Total Length/Width of new asphalt 1,721 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.
5,353
680
554
4,080
8,310
1,338
101
285
101
285
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
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.
PROD.
Miscellaneous Asphalt Resurfacing
PROD. NO.
1993-5
DESCRIPTION
Hastings - South to "E" Street
Hastings City Engineering
OSON BY
J.N.
DATE
1-93
CONTRACTOR
ORM BY
APPRO BY
ASBUILTS
ORM NO.
o of
//7