HomeMy WebLinkAboutM-330(56)ITE4
NO.
Total Length/Width of Milled Area
2,578' x 42'
Face of curb to face of curb.
Will cover gutter flow line.
New asphalt depth 311" approx.
Type "A" Special
Asphalt Resurfacing
Milled Area
M-330(66) Highway 6
Begin mulled construction.
ESTIMATED
DESCRIPTION QUANTITIES
1. Rotomill Pavement
2. Recycled Asphalt Mix Type "R"
3. Asphaltic Concrete
4. Asphaltic Concrete
5. Asphaltic Concrete
Patching
6. Asphaltic Cement (AC -5)
7. Asphaltic Cement (AC -10)
8. Emulsified Asphalt (SSIH)
for Tack Coat Applied
6. 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
16. Remove 30" Curb & Gutter
iS. Adjust Manhole to Grade
20. Adjust Gas Valve to Grads
21. Adjust Water Valve to Grade
22. Adjust Grate Inlets to Grade
23. Saw Cut
24. Shouldering edge of road
Type B"
Type 'C"
for
12,031.0
2,606.0
UNIT
8.Y.
Ton
Ton
Ton
Ton
13,030.0 Gal.
Gal.
3,008.0 Gal.
C.Y.
S.Y.
S.Y.
S.Y.
L.F.
S.F.
L.F.
S.Y.
S.F.
L.F.
4.0 Each
Each
Each
Each
L.F.
Per Station
NOTE: All drives and approaches will be
asphalted back, as directed by Engineer
in field.
Quantities and Details for Overlay
section on next page.
NOTE: Re -striping of new road will
be done by others.
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NOTE: It will be the responsibility of the ,contractor
to dispose of all pavement removal.
KEY
• concrete paving
• concrete sub -base
(Mills 2-3") Nee asphalt depth 3S" approx.
• Asphalt base
"Overlay Only"
New asphalt depth 3 1/2" approx.
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Asphalt Resurfacing
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DESCAIPTION
South Street - Elm to 6th Avenue
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Asphalt Resurfacing
PAW NO
M-330(56)
DESCAIPTION
South Street - Elm to 6th Avenue
Hastings City
Enginw i
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DATE
2/92
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End overlay construction.
M
Inlay will be milled at endings.
Location and size to be determined
in field by Engineer and Contractor.
N
NOTE: Shoulder area from edge of asphalt to face of
steel guard rails will be excavated and full
depth asphalt will be placed. This will be
done on both north and south ends of bridge
structure the entire length of guard rails.
NOTE: Contractor wilk2mill down to existing concrete
across bridge decking. Milling will start
approximately 100' north of structure and end
approximately 100' south of structure.
Contractor will lay only 1S" of mix across
existing bridge deck.
NOTE: Check for possible
survey marker prior to work.
Asphalt Resurfacing
Overlay Area
M-330(66) Highway 6
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITIES
1. Rotomvll Pavement
2. Recycled Asphalt Mix Type "R"
3. Asphaltic Concrete Type "8"
4. Asphaltic Concrete Type "C"
5. Asphaltic Concrete for
Patching
6. Asphaltic Cement (AC -5)
7. Asphaltic Cement (AC -10)
6. Emulsified Asphalt (88IN)
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 i Gutter
14. Build 4" Sidewalk
15. Build 6" Integral Curb
16. Remove Concrete Pavement
17. Remove Sidewalk
16. Remove 30" Curb & Gutter
11. 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
Total Length/Width of Overlayed
5,600' x 24'
Edge of road to edge of road.
New asphalt depth 3S" approx.
Type "A" Special
Area
KEY
concrete paving
• concrete sub -base
(Hill: 2-3")
Asphalt base
"Overlay Only"
New asphalt depth 3 1/2" approx.
NOTE:
Shouldering material will be
hauled from City stockpile.
NOTE: A11 drives and approaches will be
asphalted back, as directed by Engineer
in field.
NOTE:, Re -striping of new road will
be done by others.
1,557.0
3,016.0
11,410.0
UNIT
B.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
3,733.0 Gal.
216.0 C.Y.
S.Y.
B.Y.
S.Y.
L.F.
S.F.
L.F.
S.Y.
S.F.
L.F.
1.0 Each
Each
2.0 Each
Each
L.F.
56.0 Per Station
ly -/ //>jje'l )
MOW
Asphalt Resurfacing
HIO, Na
M-330(56)
mmoso C
Elm Avenue - South to "J" Street
Hastrgs ChY Er Bring
MI" aY irm
2/92
0ONTNICTOa
Oen EY
JN
sivao iY
A3SUILTh
01x0 NO
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