HomeMy WebLinkAboutR2003-1r
Hastings Ave.
Denver Ave.
14th Street
NOTES:
2 1/4" Existing Asphalt / Remove
30'
2" Top Lift
32'
Concrete Subgrode
r
Typical Section of Existing Streets
14th. St. - Hastings Ave. to St. Joe Ave.
No Scale
1" Bose Lift (leveling coarse)
32'
Concrete Subgrode
r
Proposed Section
14th. St. - Hastings Ave. to St. Joe Ave.
No Scale
Base Lift will consist of 1" Type C
Top Lift will consist of 2" Type C
Concrete 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 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.
ESTIMATED QTY. for 14th. St- HASTINGS AVE. to St. JOSEPH AVE.
ITEM NO.
1
2
DESCRIPTION
Rotomill Pavement
Asphaltic Concrete
Type C
3 Asphaltic Cement
(PG64-22)
4 Emulsified Asph. (SS1 H)
Tack Coat
5 Adjust Manhole to Grade
6 Adjust Gas Valve to Grade
7 Adjust Water Valve to Grade
8 Saw Cut
9 Remove 30" curb & gutter (47B)
10 Build 30" curb & gutter (47B)
11 Concrete Patching (High Early)
12 Asphalt Driveway Patching 17c/.40
ESTIMATED
QUANTITIES
1919
420
25
480
1
0
1
62
45
45
20
10
UNIT
S.Y.
Ton
Ton
Gal.
Each
Each
Each
L.F.
L.F.
L.F.
S.Y.
Ton
NORTH
No Scale
itee F:
a $
DAVID a e
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ACITY OF HASTINGS, { ^�
ENGINEERING DEPT. �J
Project
14th. Hastings Ave. to St. Joe Ave.
Proj. No.
R-2003-1
Description
Design By
Drown By
Jeff L.
Jeff L.
vote
4/1/03
contractor
Dm. No.
3
of 3