HomeMy WebLinkAboutR2003-23
Bellevue Ave.
1
W
1
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36'
4" Existing Asphalt / Remove
Dirt Subgrade
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30"
3" Top Lift
36'
Typical Section of Existing Streets
No Scale
3" Bose Lift
Dirt Subgrode
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36'
Proposed Section
No Scale
11
11
1265'
36'
ESTIMATED QTY. for BELLVUE AVE. - 12th. St. to 14th. St.
ITEM NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
DESCRIPTION
Rotomill Pavement
Asphaltic Concrete
Type 14
Asphaltic Cement
(PG64-22)
Emulsified Asph. (SS1 H)
Tack Coat
Adjust Manhole to Grade
Adjust Gas Valve to Grade
Adjust Water Valve to Grade
Saw Cut
Remove 30" curb & gutter (47B)
Build 30" curb & gutter (47B)
Asphalt Driveway Patching 17c/.40
Remove Sidewalk
Build 5" Sidewalk (ABX)
Remove Concrete Pavement
Build 6" P.C.C.Pavement (47B)
ESTIMATED
QUANTITIES
4357
1610
94
1090
3
0 -
7
117
500
500
15
572
572
320
320
UNIT
S.Y.
Ton
Ton
Gal.
Each
Each
Each
L.F.
L.F.
L.F.
Ton
S.F.
S.F.
S.Y.
S.Y.
36'
NOTES
NORTH
No Scale
= DO NOT REMOVE
= PLACE NEW CONCRETE
Base Lift will consist of 3" Type 14
Top Lift will consist of 3" Type 14
Flow line on this project WILL NOT be covered.
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.
Extra care will be taken to maintain water flow.
Contractor is responsible 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.
Contractor is responsible to repair all sprinkler heads or pipe damaged by work being done on project.
ACITY OF HASTINGS,
ENGINEERING DEPT. C 0
Project
Bellevue 12th. to 14th.
Proj. No.
Description
Design Sy
Jeff L.
Drawn ByJeff L.
R-2003--2
Dote
4/1/03 N''/
APP BYtl
Contractor
Dm. No.
3
of 3
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