HomeMy WebLinkAboutR2001-6i
May 22 09: 42: 12 2001
C:AALtaCAD R14\2001 resurfacin
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30.00
J
70.00
30.00
3 1/2" to 4" Existing Asphalt / Remove
Concrete Subgrade
682.00
1/2" Top Lift
2 1/2' Base Lift
Typical Section of Existing Streets
St. JOSEPH Ave. "9th." to "12th."
No Scale
Concrete Subgrade
30'
Proposed Section
St. JOSEPH Ave. "9th." to "12th."
No Scale
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H 7Th
l
0
0
CO
2trr
St Joe Avenue
ESTIMATED QTY. FOR St. JOSEPH AVE. 9th. to 12th.
ITEM NO. DESCRIPTION
1 Rotomill Pavement
2 Asphaltic Concrete
Type 14
3 Asphaltic Concrete
Type 17c1.40
4 Asphaltic Cement
(AC -10)
5 Emulsified Asph. (SSIH)
Tack Coat
6 Adjust Manhole to Grade
7 Adjust Gas Valve to Grade
8 Adjust Water Valve to Grade
9 Saw Cut
10 Remove 30" curb & gutter
11 Build 30" curb & gutter
12 Concrete Patching (High Fatly)
13 Asphalt Driveway Patching 17c1.40
ESTIMATED
QUANTI 17ES
4100
630
380
60
1025
1
1
1
200
100
100
150
10
UNIT
S.Y.
Ton
Ton
Ton
Gal.
Each
Each
Each
L.F.
L.F.
L.F.
S.Y.
Ton
506.00
50'
NORTH
Seale: 1"=50'
u' 50'
i00'
2
NOTES:
Base Lift will consist of 2 1/2" Type 14
Top Lift will consist of 1 1/2" Type 17c 1.40
Asphalt 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 will lay asphalt up to the existing new asphalt on 9th. , 1 lth. and 12th.
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 resposible to place Asphalt inset into driveways where needed.
Contractor shall mill down to the concrete sub -base.
Contractor shall use extra care when moving heavy equipment
over and around this project the concrete base will not withstand heavy weight.
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CITY OF HASTINGS, �+�'1
ENGINEERING DEPT. t" 0
Project
St. Joseph Ave. 9th. to 12th.
Proj.
R — 2001 — 6
aem;pson
1 Design By
8y
Drown
Jeff L.
Asph
Overlay
Jeff L.
Date 5/01
Contractor
ea
No
Of 1