HomeMy WebLinkAboutR2001-2C:\AutoCAD R14\2001 resurfacing.dwg Wed May 23 10:56:06 2001
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n Ave® ver ay
Cu
Cu
487,52
2" Existing Asphalt / Remove
26'-0'
i.--- Dirt Subgrade
f
2" Top Lift
Typical Section of Existing Street
Boston Ave.
No Scale
4" Base Lift
26'-0'
Proposed Section
Boston Ave.
No Scale
rDirt Subgrade
I
U
N
ESTIMATED • TY. FOR BOSTON AVE.
ITEM NO. DESCRIPTION
1 Rotomill Pavement
2 Asphaltic Concrete
Type 14
3
4
5
Asphaltic Concrete
Type 17c/.40
Asphaltic Cement
(AC -10)
Emulsified Mph. (SS1H)
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 Asphalt Driveway patching 17c/.40
13 Excavation
ESTIMATED
QUANTI I'ILS
2271
558
279
50
296
104
200
200
10
252
299.00
UNIT
S.Y.
Ton
Ton
Ton
Gal.
Each
Each
Each
L.F.
L.F.
L.F.
Ton
C.Y.
Cu
p
Ui
NOTES:
C
SOS
Base Lift will consist of 4" Type 14
Top Lift will consist of 2" Type 17c/.40
50'
I
on
NORTH
Scale: 1"=50'
0' 50' 100' 150'
veo
* 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 B and C street.
Millings to be hauled to city landfill to be stockpiled.
Approximately 252 Cubic Yards of excavation will be derived from the construction of this project.
Excess excavation shall be property of the City of Hastings. A haul site shall be determined by the engineer.
Asphalt shall not cover flow lines on both sides.
Extra care will be taken to maintain water flow.
Contrator is responsible to place Asphalt inset into driveways where needed.
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1
ACITY OF HASTINGS,
ENGINEERING DEPT. 0
Project
Boston Ave. B to D St.
Proj. No.
R — 2000 — 2
Description
Asphalt Overlay
Design Jeff L. Date 5/01
Contractor
Drown By
Jeff L. 4pr'v'a gy.�
Drn. No.
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