HomeMy WebLinkAboutR2002-3ilr4r-
3" Existing Asphalt / Remove
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28'
a"
1 e 6th Street
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/ 1 1
30'
Concrete Subgrade
975'
29'
•
Typical Section of Existing Streets
6th. St. Hastings Ave. to St. Joe Ave.
No Scale
1 1/2" Top Lift
1 1/2" Bose lift
Concrete Subgrode
29'
Proposed Section
6th. St. Hastings Ave. to St. Joe Ave.
No Scale
5" Existing Asphalt / Remove
S
Concrete Subgrade
-J
1
2" Top Lift
29'
f
Typical Section of Existing Streets
6th. St. St. Joe Ave. to Kansas Ave.
No Scale
3" Base Lift
29'
Proposed Section
6th. St. St. Joe Ave. to Kansas Ave.
No Scale
Concrete Subgrade
f
ESTIMATED QTY. FOR 6th. St. HASTINGS AVE. to KANSAS AVE.
ITEM NO. DESCRIPTION
1 Rotomill Pavement
2 Asphaltic Concrete
Type 14
3
Asphaltic Concrete
Type 17c/.40
4 Asphaltic Cement
(PG64-22)
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 (47B)
11 Build 30" curb & gutter (47B)
12 Concrete Patching (High Early)
13 Asphalt Driveway Patching 17c/.40
14 Remove Concrete Pavement
Build 6" P.C.C.Pavement (47B)
Remove Sidewalk
15
16
17
Build 4" Sidewalk (ABX)
ESTIMATED
QUANTITIES
3465
470
380
50
870
4
6
2
510
175
350
100
10
110
110
250
250
UNIT
S.Y.
Ton
Ton
Ton
Gal.
Each
Each
Each
L.F.
L.F.
L.F.
S.Y.
Ton
S.Y.
S.Y.
S.F.
S.F.
NOTES:
30'
Scale: 1"=30'
0'
Adf)A.
NORTH
30' 60' 90'
Base Lift will consist of 3" Type 14 (from St. Joe to Kansas)
Top Lift will consist of 2" Type 17c/.40 (from St. Joe to Kansas)
Base Lift will consist of 1 1/2" Type 14 (from Hastings to St. Joe)
Top Lift will consist of 1 1/2" Type 17c/.40 (from Hastings to St. Joe)
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.
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.
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Project
CITY OF HASTINGS,
ENGINEERING DEPT.
Resurfacing Project
Proj. No.
R-2002-3
Description
6th.
St Hastings Ave. to Kansas Ave.
Design By
Jeff
Drown By Jeff
L.
L.
Date Contractor
4/1/02
Mprovedl��
Dm. No. 3 of
3