HomeMy WebLinkAboutR1998-3r
Top Lift only
99'
Second Street
Direction of Bowline
Kansas Avenue
M
-4-
a)
a)
L
-1-
-o
U)
L
Fâ
30,
3" Existing Asphalt
31'
40'
30'
Fourth Street
® North
Typical Section of Existing Street
No Scale
2" Type 14 Asphalt
Base Lift
31'
1.5" Type 17C Asphalt
Top Lift
4
Typical Section of Proposed Resurfacing
No Scale
1"â 2" Depth Varies)
930'
M
Fifth Street
M
30'
NOTES:
_3=D3pt]
J
Sixth Street
Co
N
3
Direction of flowline â
(0
;=Depth
598
Base Lift will consist of 2" Type 14 Except 3rd to 4th - Base Lift 1.5"
Top Lift will consist of 1.5" Type 17c/0.40 Top Lift 1"
Flowlines are to be covered on Top Lift only in certain areas 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.
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.
Railroad tracks are to be left in place. Contractor shall pave up to top of rails like existing.
Intersection at 2nd St. has a brick sub -base.
Kansas Avenue
100'
ITEM NO. DESCRIPTION
1
2
3
4
5
6
7
NORTH
Scale: 1"=100'
0'
Rotomill Pavement
Asphaltic Concrete
Type 14
Asphaltic Concrete
Type 17c/0.40
Asphaltic Cement
(AC -10)
Emulsified Asph. (SS 1H)
Tack Coat
1,00'
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
200'
300'
ESTIMATED
QUANTI I IhS
6925.50
772
606
78.5
1668.2
180
50
370
543.2
0
69.7
160
622
537.2
0
69.7
7
1
1
498.5
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.
A\ CITY OF HASTINGS,
ENGINEERING DEPT. 0 0
Project
R98 Resurfacing Project
Proj. No.
R-98-3
Description
Kansas Ave. 1st St. to 7th St.
Design By
B.B.
Drawn By
B.B.
Date
4/98
rower BY
Contractor
Dm. No.
4 of 6