HomeMy WebLinkAboutR1999-2Webster Avenue
0
M
1298.0'
2.5" Existing Asphalt
CO
—t-
1
CD
CD
26'
26'
5 Conc. Sub—base
31'
Typical Section of Existing Street
No Scale
1.5" Type 14 Asphalt
Base Lift
31'
1.5" Type 17C Asphalt
Top Lift
••b
Typical Section of Proposed. Resurfacing
No Scale
NOTES:
Base Lift will consist of 1.5" Type 14
100'
ITEM NO. DESCRIPTION
1
2
3
NORTH
Scale: 1"=100'
0' 100' 200'
Rotomill Pavement
Asphaltic Concrete
Type 14
Asphaltic Concrete
Type 17c/0.40
4 Asphaltic Cement
(AC -10)
5 Emulsified Asph. (SS1H)
Top Lift will consist of 1.5" Type 17c/0.40 Tack Coat
Flowlines are to be covered on Top Lift only on both sides of the street.
Extra care will be taken to maintain water flow.
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.
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.
6 Build 6" Concrete Pavement
(47B)
7 Build 6" Concrete Pavement
For Patching(47B High -Early)
8 Build 30" Curb & Gutter
9 Build 4" Concrete Sidewalk(ABX)
10 Build Integral Curb (47B)
11 Remove Concrete Pavement
12 Remove 30" Curb & Gutter
13 Remove Sidewalk
14 Remove Integral Curb
15 Adjust Manhole to Grade
16 Adjust Gas Valve to Grade
17 Adjust Water Valve to Grade
18 Saw Cut
19 Asphaltic Concrete
Type 17c/0.40 for Driveways
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300'
ESTIMATED
QUANTITIES UNIT
4467.0 S.Y.
429.0 Ton
429.0
50.0
1121.0
50.0
100
200
102.0
6
150.0
200
102.0
6
4
1
1
150.0
10
Ton
Ton
Gal.
S.Y.
S.Y.
L.F.
S.F.
L.F.
S.Y.
L.F.
S.F.
L.F.
Each
Each
Each
L.F.
Ton
,. CITY OF HASTINGS,
ENGINEERING DEPT. / 0
Project
R99 Resurfacing Project
Proj. No.
R-99-2
Description
Webster Ave. — 7th St. to 9th St.
Design By Date Contractor
B. B. 3 99
Drown By ey Dm. No.
B.B. 3 of 9
a,