HomeMy WebLinkAboutR1998-1r
Hastings Avenue
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N
L
262'
3" Depth
Mill Existing Pavement
P.-
D" -
CD -4-
S
-t-
CD
CD
-f-
30'
N
39'
r
1/2"— 1" Depth
IoouoS eipp!W
N
988.0'
30'
1/2"— 1" Dept — — —
C
N
N
30'
1/2"— 1" Depth
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This portion of existing overlay to be, removed by Street Department
ro-1
3.2%
1/2"— 3" Existing Asphalt (Varies)
s.0%
—a---------a---MMI•••••q•SAYlaFln.•.x. S SilliaMINSNEIaINOMNEMMO•MIMI--1a=—___n
® North
3.2%
Typical Section of Existing Street
No Scale
1 1/4"— 1 1/2" Top Lift (Varies)
Brick $ub—bqs@ —
31'
3/4"— 2" Base Lift (varies)
5.0%
Typical Section of Proposed Resurfacing
No Scale
NOTES:
Direction of Flowline — — — -
N
20'
M
Hastings Avenue
1283'
M
f---- 1 1/2"— 2" Depth f ----
17
I
Flowlines are to be covered on Top Lift from 7th to 9th.
Depth of Brick sub -base varies from 3" to 1/2".
Care must be taken when milling not to mill off base. See drawing for depths.
Brick 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.
Mill Existing Pavement
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 brick base will not withstand
a lot of weight.
3rd to 4th
4th to 7th
7th to 9th
Base Lift
2"
3/4"
1 1/2"
Top Lift
1 1/2"
1 1/4"
1 1/2"
The Existing Asphalt between 4th and 7th is only 1/2"- 1" thick. For this reason, the City Street
Department will remove this portion with Front End Loaders.
n o
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O
100'
ITEM NO. DESCRIPTION
1
2
3
4
5
6
7
NORTH
Scale: 1"=100'
0'
r
Rotomill Pavement
Asphaltic Concrete
Type 14
Asphaltic Concrete
Type 17c/0.40
Asphaltic Cement
(AC -10)
Emulsified Asph. (SS1H)
Tack Coat
100'
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'
a
300'
ESTIMATED
QUANTITIES
6195.73
745.0
847.42
90.8
2445.18
68.06
50
142.0
228.45
0
55
118.06
142.0
222.10
0
55
5
1
3
374.0
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.
ACITY OF HASTINGS,
ENGINEERING DEPT.
100
Project
R98 Resurfacing Project
Proj. No.
R-98-1
Description
Hastings Ave. = 3rd St. to 9th St.
Design By
Drawn By
Date Contractor
B.B. 4/98
B.B. Approved BY oro. No. 2 of 6