HomeMy WebLinkAboutR1991-16,17R-91 Miscellaneous Asphalt Resurfacing
Project No. 1991-16 3rd Street (Woodland to Baltimore)
ITEM
M0. DESCRIPTION
ESTIMATED UNIT
QUANTITIES
1. Rotomill Pavement
2. Recycled Asphalt Nix 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 (SSW
for Tack Coat Applied
9. Excavate Soil Base
to. Restabilize Sub -Grade
11. Build 6' Pavement (478)
12. Build PR. Concrete Pavement
13. Build 30' Curb 6 Gutter
14. Build 4' Sidewalk
IS. Build 6' Integral Curb
16. Remove Pavement
17. Remove Sidewalk
18. Remove 30' Curb i 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
6,619 S.Y.
Ton
Ton
1,415 Ton
Ton
Gal.
14047 Gat.
662 Gal,
C.Y.
S.Y.
S.Y.
S.Y.
L.F.
S.F.
l.F.
S.Y.
S.F.
L.F.
4 Each
Each
Each
Each
t.F.
Total Length/Width = 1,588'x26' (conc.-base)
521'x31' (conc.-base)
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PROD.
Asphalt Resurfacing
PROJ. NO.
1991-16
DESCRIPTION
3rd St. (Baltimore to Woodland)
Hostb7gs City Engineering '
DSGN BY
JN
DATE
I 3-91
CONTRACTOR
ORN BY7
N
APPRD
BY.
ASBUILTS
ORN. NO.
of
324,85
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5•
255
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Q•
2
255
R
4 45 5
p
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N
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+++++++ + + + + + + + +++++++ +'+.++++.
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70
+++
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++
N
Q
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.t ree
5 Ta.r 9
1q0s //55
8 24 1 8
23 2Q
V' 8
8 22
21
% 20
8 19
n 18
4 8
5 8
6 %
7
% 17
2 16 9 %
8 15 10 8
13 12 r
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ti
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5
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5 n
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15
12h5
Hastings City Engineering
OSGN BY
JN
DATE
3-91
60
2
I
3
60
2
30
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30
8
9
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7
ADD
End Construction
4TH ST.
I I I2,
GO (_14] :3/ i 6. Mr
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50 SO
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cr,
6n5••• 4:3 2$ 1n ;56,25p2423rv22R21o201948 I7<19y15�!.I14?13".12,11210290807o6sl504 3o 2g, 12. 06 5'4N3 2 1
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50 30 50 .50 43
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SINCLAIR
REFINING CO.
544i .bait •ru
CONTINETAL
OIL CO.
L
FRED TJADEN
L
C.
a
CO.
FRED TJADEN
L
0
0
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w
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----End-Construction
ST.
24
D:
39
G. A. ROTH
G. A. ROTH
2ND ST. =
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w
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U
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+++++++++
a
02
C. B. a Q. RR. CO.
ADO
0
.Concrete Sub -base
(Mill: .2"-3") New Asphalt depth: 3" Approx.
NOTE:- All side streets will be asphalted back to
approximately the end of radius.
QEF
/ 12
` SE WELLS
I-
H
ADD
Ui
BALTIMORE
594
SOUTH ST.
Y,
/25
4?,sy
4" "550
19
CITY WIDE SURVEY
1940
Total Length/Width = 2096'x21' (conc.-base)
R-91 Miscellaneous Asphalt Resurfacing
Project No. 1991-11 4th Street (Woodland to Baltimore)
ITEM
10. DESCRIPTION
ESTIMATED UNIT
QUANTITIES
1. Rotomill Pavement
2. Recycled Asphalt Mix Type 'R'
3. 'Asphaltic Concrete Type 1'
Asphaltic Concrete Type 'C'
Asphaltic Concrete for
Patching
Asphaltic Cement (AC -5)
Asphaltic Cement (AC -t0)
Emulsified Asphalt (SSIN)
for Tack Coat Applied
Excavate Soil Base
10. Restabilize Sub -Grade
II. Build 6' Pavement (478)
12. Build PR. Concrete Pavement
13. Build 30' Curb a Gutter
14. Build 4' Sidewalk
15. Build 6' Integral Curb
16, Remove Pavement
17. Remove Sidewalk
18. Remove 30' Curb I 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
4,891 S.Y.
Ton
Ton
1,045 Ton
Ton
Gal.
10,454 Gal,
489 Gal.
C.Y.
S.Y.
S.Y.
S.Y.
L.F.
S.F.
L.E.
S.Y.
S.F.
L.F.
3 Each
Each
Each
Each
I.E.
X90
SCALEINCELT
NOTE: It will be the responsibility of the contractor
to dispose of all pavement removal.
PROJ.
Asphalt Resurfacing
PROJ. NO.
1991-17
DESCRIPTION
4th St. (Woodland to Baltimore)
Hastings City Engineering
OSGN BY
JN
DATE
3-91
CONTRACTOR
DRN BY
JN
APPRD BY •
ASBUILTS
DRN NO.
Of GO
/99/-/o./7