HomeMy WebLinkAboutR1999-4r
293'
00
N
N
2 N)
N
0
N)
Remove 188.
Replace with
N
a)
a)
a
a
26'
3rd Street
0
yo
V
0
0
U
30'
N
31'
L.F. 30" C�
ype 14 Asp
rb & Gutter
alt prior to Base Lift.
1027'
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t7
O
M
30'
4" Existing Asphalt
31'
Typical Section of Existing Street
No Scale
3" Type 14 Asphalt
Base Lift
'5" Conc. Sub—base
1.75" Type 17C Asphalt
Top Lift
31'
Typical Section of Proposed Resurfacing
No Scale
Minnesota
Saw and remove walls to top of pipe,
reset grate and pour pavement slab.
0
a;
25'
Remove 30" Curb and Gutter. Will replace with Type 14 Asphalt.
Remove & Replace Pavement
Will match conc. pavement on Top Lift.
62'
0
Remove & Replace Sidewalk
50'
(V
0
Build Integral Curb
Liberty Cleaners
NOTES:
Base Lift will consist of 3" Type 14
Top Lift will consist of 1.75" Type 17c10.40
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.
DETAIL OF PAVEMENT REPLACEMENT
100'
ITEM NO. DESCRIPTION
1
2
3
4
5
6
7
NORTH
Scale: 1"=100'
0'
Rotomill Pavement
Asphaltic Concrete
Type 14
Asphaltic Concrete
Type 17c/0.40
Asphaltic Cement
(AC -10)
Emulsified Asph. (SS1H)
Tack Coat
100' 200'
Build 6" Concrete Pavement
(47B)
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
20 Cut off top of inlet walls & reset Grate Inlet
300'
ESTIMATED
QUANTITIES
3740.0
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736.0
425.0
67.0
935.0
114.0
100
200
1035.0
128.0
214.0
388.0
985.0
46.0
1
1
2
200
10
I
UNIT
S.Y.
Ton
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
Each
. CITY OF HASTINGS,
ENGINEERING DEPT.
Project
R99 Resurfacing Project
Proj. No.
R-99-4
Desai
Ption
Third S . — St. Joseph to Minnesota Ave.
Noir BY
B.B.
Drawn By
B.B.
Dote Contractor
3/99
gewv Dm. No.
8
of 9
I