HomeMy WebLinkAboutR2002-4w
L,
73
c
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0
FINISH
1
astings Senor
Hig 1 Scnoo
900.00'
STT
4th Street
1
1 1/2" Existing Asphalt / Remove
Concrete Subgrode
1 1/2" Top Lift
3/4" Base Lift (leveling coarse)
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31'
Typical Section of Existing Streets
14th. St. West Bound Lane
No Scale
31'
Z.
Concrete Subgrode
Proposed Section
14th. St. West Bound Lane
No Scale
J
r
J
31 00'
C
f
ESTIMATED QTY. FOR 14th St.
ESTIMATED
ITEM NO. DESCRIPTION QUANTITIES
1 Rotomill Pavement 3100
2 Asphaltic Concrete 430
Type C
3 Asphaltic Cement 25
(PG64-22)
4 Emulsified Asph. (SS1 H) 775
Tack Coat
5 Adjust Manhole to Grade 0
6 Adjust Gas Valve to Grade 0
7 Adjust Water Valve to Grade 0
8 Saw Cut 162
9 Remove 30" curb & gutter 120
10 Build 30" curb & gutter 120
11 Concrete Patching (High Early) 50
12 Asphalt Driveway Patching 17c/.40 10
UNIT
S.Y.
Ton
Ton
Gal.
Each
Each
Each
L. F.
L.F.
L.F.
S.Y.
Ton
NOTES:
NORTH
Scale:
50' 0' 50' 100' 150'
1 , 1
Base Lift will consist of 3/4" Type C
Top Lift will consist of 1 1/2" Type C
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.
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.
fixCITY OF HASTINGS,
ENGINEERING DEPT. 0 0
Project
Resurfacing Project
Proj. No.
R-2002-4
De`6"1°" 14th.
Design By
Drawn By
St. Saunders 900' East
Jeff L.
Jeff L.
Date Contractor
4/1/02
Dm. No. 3
of 3 2