HomeMy WebLinkAboutSTPAA-5519(2)PhaseII0s6
orbe
STA. 0+00 TO STA. 22+20
ITEM
QUANTITY
UNIT
ROTOMILL
8427
S.Y.
SP-4(0.75)BOTTOM LIFT
1434
TON
SP-4(0.75)TOP LIFT
1161
TON
PATCHING
50.00
TON
PG BINDER (64-22)
151
TON
TACK COAT
2107
GAL
4" WHITE TAPE
0.00
L.F.
4" YELLOW TAPE
1000.00
L.F.
NOTE: AVERAGE WIDTH OF PROJECT
FROM STA. 0+00 TO 22+20 =
34.16'
Burlington Avenue / Highway 281
18+00 19+00
CONCRETE
21+00 22+00
24+00 25+00 26+00 27+00 28+00
29+00 30+00 NEW ASPHALT 31+00
2%
Avg. Width = 34.16'
Rail Road R.O.W
20 NEW ASPHALT
-------------
4" Rotomill Depth
2%
Asphalt Sub—base)
Typical Section f Existing Str t
STA. 0+00 T* 22+20
No Scale
2%
Asphalt. Sub—base
Avg. Width = 34.16'
7-- 2.5" Type SP 4
Bose Lift
2" Type SP 4
Top Lift
2%
Typical Sect] n of Proposed Resurfacing
.
STA. 0+00 Tit 22+20
No Scale
Estimated
8.5• Estimated
NOTES:
Base Lift will consist of 2.5" Type SP 4
Top Litt 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
STS
P
G
'LAN
STATION 0+00 TO 2+50 SOLID DOUBLE YELLOW
STATION 2+50 TO 22+00 SINGLE BROKEN YELLOW
DOUBLE YELLOW DETAIL
No Scale
�1
7'
SINGLE YELLOW DETAIL
No Scale
21'
By
NORTH
Scale: 1"=100'
100' 0' 100' 200'
100'
ESTIMATED
ITEM NO. DESCRIPTION QUANTITIES UNIT
1 Rotomill Pavement 8427 S.Y.
2 Asphaltic Concrete 2595 Ton
Type SP 4(0.75)
3 Performance Grade Binder (64-22) 151 Ton
4 Asphaltic Concrete For Patching 50.00 Ton
5 Asphaltic Concrete For Driveways 50.00 Ton
6 Emulsified Asph. (85111) 2107 Gal.
Tack Coat
7 Adjust Manhole to Grade 1 Each
8 Adjust Gas Valve to Grade 1 Each
9 Adjust Water Valve to Grade 1 Each
10 Saw Cut 100.00 L.F.
11 4" Permanent White Type Ili Reflective Tape 0.00 L.F.
12 4" Permanent Yellow Type III Reflective Tape 1000.00 L.F.
ACITY OF HASTINGS,
ENGINEERING DEPT. 0 0
Project
STP — Resurfacing Project
Pfe' No. STPAA-5519(2)C.N.42175
Descrpta OSBORNE DRIVE EAST PHASE II
Design By
S.
Dote
lJO
0s2
Controctor
Drown JEFFBEN
L.
APProvety
L
Drn. No.
3 of
4