HomeMy WebLinkAboutR1999-5a)
6th
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7th Street
Street
5th Street
3" Existing Asphalt
31'
0
270'
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Typical Section of Existing Street
No Scale
2" Type 14 Asphalt
Base Lift
1'
1.5" Type 17C Asphalt
Top Lift
Typical Section of Proposed Resurfacing
No Scale
NOTES:
Base Lift will consist of 2" Type 14
Top Lift will consist of 1.5" Type 17c/0.40
Flowlines are to be covered on Top Lift only on South side and certain areas on North side.
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.
NORTH
Scale: 1"=100'
100' 0' 100' 200' 300'
1 1 1
ESTIMATED
ITEM NO. DESCRIPTION QUANTIFIES UNIT
1 Rotomill Pavement 900.0 S.Y.
2 Asphaltic Concrete 118.0 Ton
Type 14
3 Asphaltic Concrete 87.0 Ton
Type 17c/0.40
4 Asphaltic Cement 12.0 Ton
(AC -10)
5 Emulsified Asph. (SS1H) 225.0 Gal.
Tack Coat
6 Build 6" Concrete Pavement 10.0 S.Y.
(47B)
7 Build 6" Concrete Pavement 100 S.Y.
For Patching(47B High -Early)
8 Build 30" Curb & Gutter 68.0 L.F.
9 Build 4" Concrete Sidewalk(ABX) 0 S.F.
10 Build Integral Curb (47B) 13.0 L.F.
11 Remove Concrete Pavement 110.0 S.Y.
12 Remove 30" Curb & Gutter 68.0 L.F.
13 Remove Sidewalk 0 S.F.
14 Remove Integral Curb 13.0 L.F.
15 Adjust Manhole to Grade 1 Each
16 Adjust Gas Valve to Grade 1 Each
17 Adjust Water Valve to Grade 1 Each
18 Saw Cut 122.0 L.F.
CITY OF HASTINGS,
ENGINEERING DEPT.
Project
R99 Resurfacing Project
Proj. No.
R-99-5
oescrip
th Street = Burlington Ave. to Lincoln Ave.
Design BY B.B. Date 3/99 Contractor
Drown By ApprovedBy Dm. No.
B.B. 9
of
9