HomeMy WebLinkAboutSTPAA-5500(1)Top Lift
Base Lift
Existing Asphalt
Soil Subgrode
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START PROJECT
E Street Overlay Burlington to Baltimore
Boston Ave.
30 7
6 / concrete \%/ TYPE CUB WAP
New York Ave.
• Existing Concrete 4 4 •
TYPE 1 CUB WAP
Garfield Ave.
30
Agah
NORTH
6
concrete
7
TYPE lCURB RAMP
o Noy ��Mov
V J GONG��-�E 0
NE
0-00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
I— d-- 1 -I 4-
E Street
0
5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
F— I 4
10+50
11+00 11-50
Typical Section of Existing Streets
3 1/2" Existing Asphalt / Remove
TYPE 1 CUB PMP
.... Existing Concrete
E Street Burlington to Baltimore
No Scale
30"
Proposed Section
32
6"
Ii—
Soil Subgrode
E Street Burlington to Baltimore
No Scale
Existing Asphalt
Milling Break Piont
////////U/////////
Detail 1
0" Milled
•
• .a
a.G a •
..d as a .a .••
4
3" Milled
(
No Scale
Lincoln School
NOTES:
Base Lift will consist of 1 1/2" Type 17e /.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 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 NOT 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 resposible to place Asphalt inset into driveways where needed.
** Mill outer lane to daylight on taper 3 1/2" to 0"
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
BUILD
STA. 0+00 TO STA. 11+50
ASPHALT TYPE 17c/.40
905.00
TON
ASPHALT TYPE 17C/.40 DRIVEWAY INLAYS
10.00
TON
PG BINDER (64-22)
55.00
TON
TACK COAT S5111
1022.00
GAL.
6" P.C.0 PATCHING (478) HIGH EARLY
20.00
S.Y.
* COMBINATION CURB & GUTTER LT.
250.00
LF.
* COMBINATION CURB & GUTILR RT.
250.00
L.F.
** 5" P.C.0 SIDEWALK
254.00
S.F.
6" P.C.0 CONCRETE (478) FL. INTERSEC.
40.00
S.Y.
* NOTE: REMOVAL & BUILD QUANTITIES W LL BE MARKED IN
THE FlELD AT VARIOUS LOCATIONS BY ENGINEER.
REPAIR IS NOT CONTINUOUS BETWEEN STATIONS.
**NOTE: HANDICAP RAMPS ARE REQUIRED AT INTERSECTIONS
IN CONJUNCTION WITH SIDEWALK CONSTRUCTION.
SEE SPECIAL PLAN C
REMOVAL
STA. 0+00 TO STA. 11+50
ROTOMILL PAVEMENT
4090.00
S.Y.
* COMBINATION CURB & GUTTER LT.
250.00
LF.
* COMBINATION CURB & GUTTER RT.
250.00
LF.
5" P.C.0 SIDEWALK
254.00
S.F.
SAW CUT
92.00
LF.
6" P.C.0 CONCRETE (476) FL INTERSEC.
40.00
S.Y.
ADJUSTMENT OF UTILITIES
STA. 0+00 TO STA.
11+50
MANHOLES
2
EACH
WATER VALVES
3
EACH
1"R —�
6"
a
4'
4
. 4 .
4n • 4 '
b
4
c .4
30
Combination Curb & Gutter Detail
Match Existing
No Scale
111,,,,,,,,,
ESS/p♦ P
esu, A♦i
DAVID L 1 C'
WACKER iz-_
`n
E-5090 '
40 .�To
;
.045/
nr jr
CITY OF HASTINGS, �y y
ENGINEERING DEPT. V V
Project
E Street Overlay Burlington to Baltimore
Pro} No.
STPAA-5500 (1) ON 42341
Asphalt Overlay
o_ e,
Jeff L.
Dawn er Jeff L.
Dots 4/1/04 contacts.
am. t1o.
3 of
5
TYPE I CURER/AP
Q
Existing Concrete
a
. ae. .'.e
TYPE I CURB RAW
E Street Overlay Burlington to Baltimore
TYPE I CURBRNP
Bellevue Ave.
33 i
16
Sam*
TYPE CURB WJP
TYPE I CURB RMP
Sm k I 40
7 1
\,
10 concrete
4
TYPE I CURBRAW
<)&
NORTH
Burlington Ave.
END PROJECT
11-50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 23-89
37
-1- -1- -F-- -1- -1— I— I 1 4 1-
/9\S concrete m.a \ 6 co rete
TYPE I CURB RMP
36
TYPEI CURB NMP
TYPE I CURS RMP
TYPE I CURB RMP
33 it
ai
W
c^
Y
IMI.cts
cIjj 0)
- V
LL
(\/ \J\
11V
Typical Section of Existing Streets
3 1/2' to 4' Existing Asphalt / Remove
6"
1
E Street Burlington to Baltimore
No Scale
Milling Breok Piont
Proposed Section
Milling Break Piont
6"
Iia
E Street Burlington to Baltimore
No Scale
Milling Break Piont
Top Lint - ///////////////////
Bose Lift
Existing Asphalt
Soil Subgrode
Detail 1
No Scale
TYPE I CURB MAP
NOTES:
**
8
Bellevue Ave.
33
Base Lift will consist of 1 1/2" Type 17e /.40
Top Lift will consist of 2" Type 17e /.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 NOT 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 resposible to place Asphalt inset into driveways where needed.
Mill outer lane to daylight on taper 3 1/2" to 0"
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
—F- -+- -I- -I-
P-�-�,, 10 concrete :„4.. °i
TYPE I CURB RMP 36
Lexington Ave.
TYPE I OARS MW
BUILD
STA. 11+50 TO STA. 23+89
ASPHALT TYPE 17c/.40
1005.00
TON
ASPHALT TYPE 17C/.40 DRIVEWAY INLAYS
10.00
TON
PG BINDER (64-22)
60.00
TON
TACK COAT SS1H
1134.00
GAL.
6' P.C.0 PATCHING (478) HIGH EARLY
20.00
S.Y.
• COMBINATION CURB & GUTTER LT.
250.00
L.F.
• COMBINATION CURB & GUTTER RT.
250.00
L.F.
•• 5" P.C.0 SIDEWALK
360.00
S.F.
6' P.C.0 CONCRETE (478) FL INTERSEC.
135.00
S.Y.
• NOTE: REMOVAL & BUILD QUANTITIES WILL BE MARKED IN
THE FIELD AT VARIOUS LOCATIONS BY ENGINEER.
REPAIR IS NOT CONTINUOUS BETWEEN STATIONS.
•• NOTE: HANDICAP RAMPS ARE REQUIRED AT INTERSECTIONS
IN CONJUNCTION WITH SIDEWALK CONSTRUCTION.
SEE SPECIAL PLAN C
E Street
REMOVAL
STA. 11+50 TO STA. 23+89
ROTOMILL PAVEMENT
4536.00
S.Y.
• COMBINATION CURB & GUTTER LT.
250.00
L.F.
• COMBINATION CURB & GUTTER RT.
250.00
L.F.
5' P.C.0 SIDEWALK
360.00
S.F.
SAW CUT
214.00
L.F.
6' P.C.0 CONCRETE (47B) FL. INTERSEC.
135.00
S.Y.
ADJUSTMENT OF UTILITIES
STA. 11+50 TO STA.
23+89
MANHOLES
2
EACH
WATER VALVES
3
EACH
E DO 1401 REMpVE
NEW GpNC1�ET
1"—o-
1 "
"
1" R
d - 4• 4
•
4 d
d4 d
d 4 4 d'
d'
4
d '
0
30
Combination Curb & Gutter Detail
Match Existing
No Scale
6"
6"
il
v�a0o`OVESS%Q •sy�Pee
•��.
ittE2tris.ie, DAVID L C':
az:
op
sip ..
rt �
/17 CITY OF HASTINGS,
' \ ENGINEERING DEPT.
Protect
E Street Overlay Burlington to Baltimore
Prey No.
Description
Design By
Jeff L.
Drown W Jeff L.
STPAA-5500 (1) CN42341
Asphalt Overlay
Dote 4/1/04 Contractor
Dm. No.
4 of
5