HomeMy WebLinkAboutR1998-2i
Ise -IS LAIL
N
+—
rn
1280.0'
Denver Avenue
M
22'
2.8%
I r
o CD ClO
to 3 : -s
2 O 2 -<
7-1:o:"
3. CQ
3" Existing Asphalt
. 5 Conc. Sub—base.
31'
2.2%
r
30"
Jigthi Typical Section of Existing Street
No Scale
2" Type 14 Asphalt
Base Lift
Conc. Sub—base
31'
1.5" Type 17C Asphalt
Top Lift
Typical Section of Proposed Resurfacing
No Scale
NOTES:
U/)
—F-
1
CD
CD
-4-
M
Base Lift will consist of 2" Type 14
Top Lift will consist of 1.5" Type 17c10.40
30'11
- J e
—4-
S
(/)
—4-
-3
CD
CD
-4-
-�---- Direction of Flowline
1230.0'
M
—1N
30'
Flowlines are to be covered on Top Lift or as specified in field by Engineer.
Concrete 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.
Returns at 11th Street will be done when 11th Street is Resurfaced under this contract.
Some Driveways on this project have asphalt and concrete patched into the gutterline.
Contractor shall use caution not to damage driveways during the removal of this material.
Contractor shall use care in maneuvering heavy equipment over and around this Project.
Existing curb and gutters are in poor condition and the 5" concrete base will not withstand
a lot of weight.
100'
NORTH
Scale: 1"=100'
0'
100'
N
—4.
S
U)
—f -
CD
CD
-4-
200'
300'
ITEM NO. DESCRIPTION
1 Rotomill Pavement
2 Asphaltic Concrete
Type 14
3
4
5
6
7
Asphaltic Concrete
Type 17c/0.40
Asphaltic Cement
(AC -10)
Emulsified Asph. (SS1H)
Tack Coat
Build 6" Concrete Pavement
(47B)
Build 6" Concrete Pavement
For Patching(47B High -Early)
8 Build 30" Curb & Gutter
9 Build 4" Concrete Sidewalk(ABX)
10 Build Retaining Wall
11 Build Integral Curb (47B)
12 Remove Concrete Pavement
13 Remove 30" Curb & Gutter
14 Remove Sidewalk
15 Remove Retaining Wall
16 Remove Integral Curb
17 Adjust Manhole to Grade
18 Adjust Gas Valve to Grade
19 Adjust Water Valve to Grade
20 Saw Cut
ESTIMATED
QUANTITIES
8671
948.0
800.0
99.6
2167.7
7.5
50
297.0
171.5
0
4
57.5
297.0
156.5
0
4
6
1
1
252.5
UNIT
S.Y.
Ton
Ton
Ton
Gal.
S.Y.
S.Y.
L.F.
S.F.
L.F.
L.F.
S.Y.
L.F.
S.F.
L.F.
L.F.
Each
Each
Each
L.F.
CITY OF HASTINGS,
ENGINEERING DEPT.
00
Project
R98 Resurfacing Project
Proj. No.
Description
Design By
B.B.
Drown By
B.B.
R-98-2
Denver Ave.= 7th to 12th
Dote
4/98
Approved By
Contractor
Dm. No.
3 of 6