HomeMy WebLinkAboutR1998-4Highway 281 /Burlington Avenue
M
248.0'
Lincoln Avenue
Hastings Avenue
30'
M 1 1 th Street
Denver Avenue
— — — — Direction of Fl 'no
620.0'
O
M
2.5" Existing Asphalt
Conc. Sub—base
31'
30
Typical Section of Existing Street
No Scale
r
1.5" Type 14 Asphalt
Base Lift
. Conc. Conc. Sub—base
1.5" Type 17C Asphalt
Top Lift
•
Typical Section of Proposed Resurfacing
No Scale
NOTES:
271.0'
Joseph Avenue
30
I l
332.0'
M
30'
Kansas Avenue
Base Lift will consist of 1.5" Type 14
Top Lift will consist of 1.5" Type 17c/0.40
Flowlines are to be covered on Top Lift only on certain blocks as specified in field by Engineer.
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.
Some Driveways on this project have asphalt and concrete patched into the gutterline.
Contractor shall use caution not to damage driveways during the removal of this material.
Returns at Denver Ave. will be done when Denver Ave. is Resurfaced under this contract.
Contractor shall use care in maneuvering heavy equipment over and around this Project.
Existing curb and gutters are in poor condition and the 5" concrete base will not withstand
a lot of weight.
100'
NORTH
Seale: 1"=100'
0'
ITEM NO. DESCRIPTION
1 Rotomill Pavement
2 Asphaltic Concrete
Type 14
3
4
5
6
7
Asphaltic Concrete
Type 17c/0.40
Asphaltic Cement
(AC -10)
Emulsified Asph. (55111)
Tack Coat
100'
Build 6" Concrete Pavement
(47B)
Build 6" Concrete Pavement
For Patching(47B High -Early)
8 Build 30" Curb & Gutter
9 Build 4" Concrete Sidewalk(ABX)
10 Build Retaining Wall 6" x 30"
11 Build Integral Curb (47B)
12 Remove Concrete Pavement
13 Remove 30" Curb & Gutter
14 Remove Sidewalk
15 Remove Retaining Wall
16 Remove Integral Curb
17 Adjust Manhole to Grade
18 Adjust Gas Valve to Grade
19 Adjust Water Valve to Grade
20 Saw Cut
200'
300'
ESTIMATED
QUANTI I IBS
5310.0
425.0
490.0
52.2
1327.5
16.94
50
246.5
384.0
24.8
26
67.0
246.5
344.0
24.8
26
3
1
167.5
UNIT
S.Y.
Ton
Ton
Ton
Gal.
S.Y.
S.Y.
L.F.
S.F.
L.F.
L.F.
S.Y.
L.F.
S.F.
L.F.
L.F.
Each
Each
Each
L.F.
ACITY OF HASTINGS,
ENGINEERING DEPT.
Project
R98 Resurfacing Project
Proj. No.
R-98-4
Description
11th Street = Burlington to Kansas
Design BY
B.B.
B.B.
Drown By
Dote 4/98
*roved BY
controctor
Dm. No.
5 of 6