HomeMy WebLinkAboutSTPAA-5523(1)Phase1OSBORNE DR. EAST STP PROJECT LOCATION
PHASE II STA. 0+00 TO 22+20
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OSBORNE DR. EAST STP PROJECT LOCATION
PHASE I STA. 31+30 TO 57+30
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STPAA-5523(
Osborne Drive West
Burlington Avenue / Highway 281
8000
1
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45+00
46+00 47+00
48+00 49+00
499-14S P -I22
STA. 31+30 TO STA. 57+30
ITEM
QUANTITY
UNIT
ROTOMILL
11056
S.Y.
SP-4(0.75)BOTTOM LIFT
1881
TON
SP-4(0.75)TOP LIFT
1523
TON
PATCHING
50.00
TON
PG BINDER (64-22)
198
TON
TACK COAT
2764
GAL
4" WHITE TAPE
60.00
L.F.
4" YELLOW TAPE
1940.00
L.F.
NOTE: AVERAGE WIDTH OF PROJECT
FROM STA. 31+30 TO 57+30 =
38.27'
CONCRETE
50+00 51+00
52+00 53+00
54+00
55+00
31-30
76
2%
Avg. Width = 38.27'
4" Rotomill Depth
2%
Asphalt Sub—base
T
cal Secti • n of Existing Street
STA. 31+30 TO 57+30
No Scale
2%
Avg. Width = 38.27'
7//— 2.5" Type SP 4
Base Lift
8 t Estimated
2" Type SP 4
Top Lift
2%
Asphalt. Sub—base
Typical Sectk n 4 Proposed Resurfacing
STA. 31+30 TCS) 57+30
No Scale
85. Estimated
NOTES:
0056
00 ASPHALT 57+00
ASPHALT 57
58+00 R 59+50
CONC
30 CONCRETE
Base Lift will consist of 2.5" Type SP 4
Top Lift will consist of 2" Type SP 4
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 shall leave existing asphalt as is between Sta. 22+20 to sta 31+30.
Contractor will lay asphalt up to the existing new asphalt.
Surplus Millings to be hauled to city landfill to be stockpiled
7'
ITEM NO.
1
2
100'
NORTH
Scale: 1"=100'
100' 200'
300'
ESTIMATED
DESCRIPTION QUANTITIES
Rotomill Pavement 11056
Asphaltic Concrete 3404
Type SP 4(0.75)
3 Performance Grade Binder (64-22) 198
4 Asphaltic Concrete For Patching
5 Asphaltic Concrete For Driveways
6 Emulsified Mph. (SS 111)
Tack Coat
7
8
9
10
11
12
50.00
50.00
2764
Adjust Manhole to Grade 1
Adjust Gas Valve to Grade 1
Adjust Water Valve to Grade 1
Saw Cut 100.00
4" Permanent White Type III Reflective Tape 60.00
4" Permanent Yellow Type III Reflective Tape 1940.00
DOUBLE YELLOW DETAIL
No Scale
11.
7'
SINGLE YELLOW DETAIL
No Scale
21'
t
UNIT
S.Y.
Ton
Ton
Ton
Ton
Gal.
Each
Each
Each
L.F.
L.F.
L.F.
ACITY OF HASTINGS,
ENGINEERING DEPT. 10
STRIPING PLAN
P'' No. STPAA-5523(1)C.N.42201
STATION
31 +30
TO
33+80 DOUBLE YELLOW
STATION
33+80
TO
47+00 SINGLE BROKEN YELLOW
STATION
47+00
TO
49+50 SOLID DOUBLE YELLOW
STATION
53+00
TO
57+30 SINGLE BROKEN YELLOW
STATION
50+25
1
20' WHITE STOP LINE LT. OF CENTER
STATION
49+50
1
20' WHITE STOP LINE RT. OF CENTER
STATION
31+30
1
20' WHITE STOP LINE LT. OF CENTER
7'
ITEM NO.
1
2
100'
NORTH
Scale: 1"=100'
100' 200'
300'
ESTIMATED
DESCRIPTION QUANTITIES
Rotomill Pavement 11056
Asphaltic Concrete 3404
Type SP 4(0.75)
3 Performance Grade Binder (64-22) 198
4 Asphaltic Concrete For Patching
5 Asphaltic Concrete For Driveways
6 Emulsified Mph. (SS 111)
Tack Coat
7
8
9
10
11
12
50.00
50.00
2764
Adjust Manhole to Grade 1
Adjust Gas Valve to Grade 1
Adjust Water Valve to Grade 1
Saw Cut 100.00
4" Permanent White Type III Reflective Tape 60.00
4" Permanent Yellow Type III Reflective Tape 1940.00
DOUBLE YELLOW DETAIL
No Scale
11.
7'
SINGLE YELLOW DETAIL
No Scale
21'
t
UNIT
S.Y.
Ton
Ton
Ton
Ton
Gal.
Each
Each
Each
L.F.
L.F.
L.F.
ACITY OF HASTINGS,
ENGINEERING DEPT. 10
Project
STP Resurfacing Project
P'' No. STPAA-5523(1)C.N.42201
DescriQGen OSBORNE DRIVE EAST PHASE I
Design By
BEN S.
Date
1/02
Controctor
Drown ByJEFF L.
APProvt�e,�y_ _ ,
O�'iWf/
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