HomeMy WebLinkAboutR2001-5C:\AutoCAD R14\2001 resurfacing.dwg Tue May 22 10:23:13 2001
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4 1/2" to 5" Existing Asphalt / Remove
Concrete Subgrode
L
VAIRES
Typical Section of Existing Streets
St. JOSEPH Ave. "1st." to "7th."
No Scale
2" Top Lift
VARIES
Concrete Subgrode
S
Proposed Section
St. JOSEPH Ave. "1st." to "7th."
No Scale
ITEM NO.
1
2
3
4
1236.00
8
100'
ESTIMATED II TY. FOR St. JOSEPH AVE. 1st. to 7th.
DESCRIPTION
Rotomill Pavement
Asphaltic Concrete
Type 14
Asphaltic Concrete
Type 17c/.40
Asphaltic Cement
(AC -10)
5 Emulsified Asph. (SS1H)
Tack Coat
6 Adjust Manhole to Grade
7 Adjust Gas Valve to Grade
8 Adjust Water Valve to Grade
9 Saw Cut
10 Remove 30" curb & gutter
11 Build 30" curb & gutter
12 Concrete Patching (High Early)
13 Asphalt Driveway Patching 17c/.40
ESTIMATED
QUANTITIES
8050
1500
1010
146
2010
3
9
8
510
210
210
250
10
UNIT
S.Y.
Ton
Ton
Ton
Gal.
Each
Each
Each
L.F.
L.F.
L.F.
S.Y.
Ton
J
St Joe Avenue
NORTH
Scale: 1"=100'
0'
1,00'
200'
NOTES:
Base Lift will consist of 3" Type 14
Top Lift will consist of 2" Type 17c/.40
Asphalt sub -base may require various patching to be determined by Engineer
after milling operation and street has been cleaned.
* Ends and returns on Project will be sawed prior to installation of Base Lift.
Contractor shall use caution not to damage driveways during the removal of existing asphalt.
Contractor will lay asphalt up to the existing concrete on 2nd and 3rd. street.
Millings to be hauled to city landfill to be stockpiled.
Top Lift of Asphalt shall cover flow lines in the gutter on both sides unless specified otherwise.
Extra care will be taken to maintian water flow.
Contractor is resposible to place Asphalt inset into driveways where needed.
Contractor shall use care when moving heavy equipment over and around this project
the sub -base will not withstand heavy weight.
300'
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CITY OF HASTINGS,
ENGINEERING DEPT.
Project
St. Joseph Ave.
1st. to 7th.
P'"`'
R — 2001 —5
Description
Asphalt Overlay
Dow &/
Jeff L. Date 5/01
Drown En. Agwoved
Jeff L. k ..ke4,/
Contractor
Dm. No.
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