HomeMy WebLinkAboutR2004-1Lincoln Avenue
Lincoln Avenue
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Lincoln Ave. Overlay 3rd. to 9th.
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NORTH
3011S00 NO 10003 303703 llOI13S03
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Coma 9444.1•
Typical Section of Existing Streets
Lincoln Ave 3rd. to 9th.
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Caves Sava*
Proposed Section
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Varies
Lincoln Ave 3rd. to 9th.
No Scale
6'
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NOTES:
Base Lift will consist of 1 1/2" Type 17c /.40
Top Lift will consist of 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 retums 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 from 7th. to 9th.only
3rd. to 7th. shall not get covered, unless specified otherwise on site.
Extra care will be taken to maintain water flow.
Contractor is resposible 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 I
ti
BUILD
ASPHALT TYPE 17e .40
1910.00
TON
ASPHALT TYPE 17C .40 DRIVEWAY INLAYS
10.00
TON
PG BINDER (64-22
.111.00
TON
TACK COAT SS111
2155.00
GAL
6" P.C.0 PATCHING (478) HIGH EARLY
25.00
S.Y.
• COMBINATION CURB & GUTTER LT.
250.00
LF.
* COMBINATION CURB & GUTTER RT.
250.00
LF.
*• 5' P.C.0 SIDEWALK
300.00
SF.
6- P.C.0 (478) CONCRETE
25.00
S.Y.
• NOTE: REMOVAL & BUILD OUANTMES WILL 8E MARKED IN
THE FEUD AT VARIOUS LOCATKINS 81' ENGINEER.
* * NOTE HANDICAP RAMPS ARE REQUIRED AT INTERSECTIONS
IN CONJUNCTION WITH SIDEWALK CONSTRUCTION.
SEE SPECIAL PLAN C
REMOVAL
ROTOMILL PAVEMENT
8619.00
S.Y.
• COMBINATION CURB & GUTTER LT.
250.00
LF.
• COMBINATION CURB & CUTTER RT.
250.00
LF.
** 5' P.C,C SIDEWALK
300.00
S.F.
SAW CUT
288.00
LF.
6' P.C.0 (47B) CONCRETE
25.00
S.Y.
ADJUSTMENT OF UTILITIES
MANHOLES
2
EACH
WATER VALVES
9
EACH
CAS VALVES
0
EACH
1'.
1' R
1-d e •
a
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e e •. 4
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4
6'
30'
Combination Curb & Gutter Detail
Match Existing
No Scale
A CITY OF HASTINGS,
ENGINEERING DEPT.
Projr
Lincoln Ave. Overlay 3rd to 9th.
PM. No.
ear paee
IleelPe et
Jeff L.
Dram Jeff L.
RESURFACING 2004-1
Asphalt Overlay
OaN ta
4/1/03 I
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