HomeMy WebLinkAboutR2004-2Top Ix
ea. UR
Comte supod\
Typical Section of Existing Streets
3 1/39edNfep mono
to Os Rowed
2d/. Varies —�-
6"
ha—
Lexington Ave. 7th. to 8th.
No Scale
Proposed Section
6"
30'
Lexington Ave. 7th. to 8th.
No Scale
Lexington Ave. Overlay 7th. to 8th.
—4—
Ln
••
600'
t
30'
NOTES:
Base Lift will consist of 1 1/2" Type 17c /.40
Top Lift will consist of 1 1/2" Type 17c /.40
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 the flow lines of the gutters
in the street, unless specified otherwise on site.
Extra care will be taken to maintain water flow.
Contractor is responsible to place Asphalt inset into driveways where needed.
** Contractor shall mill down to concrete sub -base
Contractor shall use extra care when moving heavy equipment
over and around this project the concrete base will not withstand heavy weight.
** SEE DETAIL 1
1,//i
//i Lexington Ave.
1//z,
BUILD
ASPHALT TYPE 17c/.40
385.00
TON
ASPHALT TYPE 17C/.40 DRIVEWAY INLAYS
10.00
TON
PG BINDER (64-22)
23.00
TON
TACK COAT SS1H
500.00
GAL.
6' P.C.0 PATCHING (478) HIGH EARLY
25.00
S.Y.
• COMBINATION CURB & GUTTER LT.
125.00
L.F.
* COMBINATION CURB & GUTTER Rr.
125.00
L.F.
•• 5" P.C.0 SIDEWALK
100.00
S.F.
• NOTE: REMOVAL & BUILD QUAN MES WILL BE MARKED IN
THE FIELD AT VARIOUS LOCATIONS BY ENGINEER.
REPAIR IS NOT CONTINUOUS BETWEEN STATIONS.
•• NOTE: HANDICAP RMI PS ARE REQUIRED AT INTERSECTIONS
IN CONJUNCTION WITH SIDEWALK CONSTRUCTION.
SEE SPECIAL PLAN C
REMOVAL
ROTOMILL PAVEMENT
2000.00
S.Y.
• COMBINATION CURB & GUTTER LT.
125.00
LF.
• COMBINATION CURB & GUTTER RT.
125.00
LF.
•• 5' P.C.0 SIDEWALK
100.00
S.F.
SAW CUT
60.00
LF.
ADJUSTMENT OF UTILITIES
MANHOLES
1
EACH
WATER VALVES
2
EACH
GAS VALVES
0
EACH
1" R
d a.
a
•
•
•
• 4
4
• • 'd
30"
Combination Curb & Gutter Detail
Match Existing
No Scale
lc>
NORTH
,i1tY IN/f!!/lI
'
<91 A 12-
):—. DAVID L e
WACKER
Viz:
�z
%.21..• E-5090 lt/*,:
A CITY OF HASTINGS,
ENGINEERING DEPT.
Pitied
Lexington Ave. Overlay 7th. to 8th.
Puy Nc
RESURFACING 2004-2
C.vlpum
asp B/
Jeff L.
°m"' Bi
Jeff L.
Asphalt Overlay
DOOi 4/1/03
lcwd.d
Dm. No.
3 of 4