HomeMy WebLinkAboutR2003-3ase
3" Existing Aspholt / Remove
30"
30'
a)
fn
0)
c
0
Concrete Subgrode
582'
28'
M
0"
L
7
r
Typical Section of Existing Streets
6th. St. - Hastings Ave. to St. Joe Ave.
No Scale
1 1/2" Top Lift
7.---
1 1/2" Base Lift
Concrete Subgrade
L.
6
30'
Proposed Section
6th. St. - Hastings Ave. to St. Joe Ave.
No Scale
r
5" Existing Asphalt / Remove
Concrete Subgrode
3
p
2" Top Lift
[r
30'
Typical Section of Existing Streets
6th. St. - St. Joe Ave. to Kansas Ave.
No Scale
3" Base Lift
Concrete Subgrode
30'
Proposed Section
6th. St. - St. Joe Ave. to Kansas Ave.
No Scale
3t
0
—4—
fn
6th Street
363'
ESTIMATED QTY. for 6th. St.- HASTINGS AVE. to KANSAS AVE.
ITEM NO. DESCRIPTION
1 Rotomill Pavement
2 Asphaltic Concrete
Type 14
3
4
Asphaltic Concrete
Type 17c/.40
Asphaltic Cement
(PG64-22)
5 Emulsified Asph. (SS1 H)
Tack Coat
6 Adjust Manhole to Grade
7 Adjust Gas Valve to Grade
8 Adjust Water Valve to Grade
9 Saw Cut
10 Remove 30" curb & gutter (47B)
11 Build 30" curb & gutter (47B)
12 Concrete Patching (High Early)
Asphalt Driveway Patching 17c/.40
Remove Concrete Pavement
13
14
15
16
17
Build 6" P.C.C.Pavement (47B)
Remove Sidewalk
Build 5" Sidewalk (ABX)
ESTIMATED
QUANTITIES
3244
438
360
46
811
3
3
1
180
350
350
100
15
110
110
250
250
UNIT
S.Y.
Ton
Ton
Ton
Gal.
Each
Each
Each
L.F.
L.F.
L.F.
S.Y.
Ton
S.Y.
S.Y.
S.F.
S.F.
a)
>
u,
0
0
NOTES:
NORTH
Scale: none
Base Lift will consist of 3" Type 14 (from St. Joe to Kansas)
Top Lift will consist of 2" Type 17c/.40 (from St. Joe to Kansas)
Base Lift will consist of 1 1/2" Type 14 (from Hastings to St. Joe)
Top Lift will consist of 1 1/2" Type 17c/.40 (from Hastings to St. Joe)
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.
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 flow lines in the gutter on both sides unless specified otherwise.
Extra care will be taken to maintain water flow.
Contractor is responsible to place Asphalt inset into driveways where needed.
Contractor shall use care when moving heavy equipment over and around this project
the sub -base will not withstand heavy weight.
Contractor is responsible to repair all sprinkler heads or pipe damaged by work being done on project.
DO NOT REMOVE
Ma
CITY OF HASTINGS,
ENGINEERING DEPT. 0
Project
6th. St. Hastings Ave. to Kansas Ave.
Proj. No.
R-2003-3
Description
Design By
Jeff L.
Drown ByJeff L.
Dote
4/1/03
Approveds��
Contractor
Dm. No.
3
of 3
2