HomeMy WebLinkAboutR1991-32S0 , 50 : 50 50 I .50 600 '..30 50 ; 80 1 I £7 . 50 . 50 .50 50
50 60!60t60 80
50 50 50
.50 .50 50
so
50 50150 .50 .50 50 30 50 50
12 1t 10 9 8' 7 6 5 4 3 2
C
O
Q
5TH ST.
Begin Construction.
111111€1111 11111111111111 11111111
NNW e !Mr
r 2
13 14 15 16 17 118 19 20 21 22 23 24
£7 50 .550 . 50 50!.50.60 50 50 50 .50 50
End Construction 8
135.25
•
M525
V 8
056N BYDA
JN
1
7
g
2
4n 6
MN NO.
8 Of X/
3
N 6
4
4 k452
/.3525
12
2-
c 4.TH ST.
12
ea4 13
12
5
7 8 - 9 10 II 12 R.
RD ST.
T_
0
0
a
Q 2ND ST
SO 50
2 10-
I h'
II 10o 96.4•el7'6115-64?3142 1'a
I
M.5 So so i5O1so so I So 1.sol sol Sof -!so
PARK,„, ,„:, ST.
610 •! 6: 7 X 6 5 ,4 3 ZS
Y..*f £11o/so
„12
a.
a
R R EAST PARK ST.
cn 12 ' II 10 9 : 8
2
_t
13 14 15 16 17 (0 19 20 21 22 23 24
G0 50 i 50 : 50 . 50 .50:50 50 50 50
w
'SOUTH ST.
SI 04
GOLFS 1
COLE
CEDAR AVE
1ST
++++++++
KEY
= concrete paving
= concrete sub -base
(Mill: 2-3") New asphalt depth 31/2" approx.
= Soil sub -base
(Mill: 2-3") Excavate 4" approx. and
restablize grade.
New asphalt depth 6" approx.
( ADD
W
J
W
CRY WILY.
NOTE:
Locations of curb replacement will
be determined in field by Engineer.
NOTE:
Excavation will be hauled to City
stockpile as determined by Engineer.
R-92 Miscellaneous Asphalt Resurfacing 4th Street
California to Cedar
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITIES
UNIT
1. Rotomill Pavement
2. Recycled Asphalt Mix Type 'R"
3. Asphaltic Concrete Type "8"
4. Asphaltic Concrete Type "C-
5. Asphaltic Concrete for
Patching
6. Asphaltic Cement (AC -5)
7. Asphaltic Cement (AC -10)
8. Emulsified Asphalt (SSIH)
for Tack Coat Applied
9. Excavate Soil Base
10. Restabilize Sub -Grade
11. Build 6" Pavement (47B)
12. Build PR. Concrete Pavement
13. Build 30" Curb & Gutter
14. Build 4" Sidewalk
15. Build 6" Integral Curb
16. Remove Concrete Pavement
17. Remove Sidewalk
18. Remove 30" Curb & Gutter
19. Adjust Manhole to Grade
20. Adjust Gas Valve to Grade
21. Adjust Water Valve to Grade
22. Adjust Grate Inlets to Grade
23. Saw Cut
24. Shouldering edge of road
NOTE: It will be the responsibility of the contractor
to dispose of all pavement removal.
NOTE: 4" Type B Mix - Approx.
2" Type C Mix - Approx.
1,452.0
358.0
201.2
6,953.0
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
217.8 Gal.
159.7 C.Y.
1,452.0 S.Y.
S.Y.
S.Y.
22.0 L.F.
S.F.
L.F.
S.Y.
S.F.
22.0 L.F.
Each
1.0 Each
Each
Each
L.F.
Per Station
Total length/width of new asphalt
594' x 24' (Edge of 30" gutter to face of curb).
Will cover north existing gutter with top lift.
PROJ.
Asphalt Resurfacing
PROJ. NO.
1991-32
OESCRIPTION
' 4th Street - California to Cedar
Hastings City Engineering
056N BYDA
JN
TE 1-92.
CONTRACTOR
RAPTOR
BY
JN
APPRO BY
ASBUILTS
MN NO.
8 Of X/
Z'/- 2_
r/99192-