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R-93 Miscellaneous Asphalt Resurfacing
5th Street
(Elm to California)
ITEM
NO.
DESCRIPTION
ESTIMATED UNIT
QUANTITIES
1. Rotomill Pavement
2. Recycled Asphalt Mix Type "R"
3. Asphaltic Concrete Type "R/B"
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
Pry
111111111111
KEY
concrete paving
concrete sub -base
(Mill: 2-3") New asphalt depth 35" approx.
• Soil sub -base
(Mill: 2-3"J Excavate 4" approx. and
rescabl re grade.
New asphalt depth 6" approx.
Note: 2" Type R/B mix - Approx (Base lift)
1111 Type C mix - Approx (Top lift)
4,281
471
S.Y.
Ton
Ton
383 Ton
2,826
5,745
1,070
189
189
Ton
Gal.
Gal.
Gal.
C.V.
S.Y.
S.Y.
S.Y.
L.F.
S.F.
L.F.
S.Y.
L.F.
Each
Each
Each
Each
L.F.
Per Station
Total Length/Width of new asphalt 1,270 X 30
(face of curb to face of curb) will cover
existing gutter with 1" to 1-1/2" of asphalt
when top lift is applied. Extra care will
be taken to maintain water flow.
PROD.
Miscellaneous Asphalt Resurfacing
PROD. N0.
1993-16
DESCRIPTION
5th St. - Elm to California
Hastings City Engineering
DSGN BY
J.N.
DATE
1-93
CONTRACTOR Zy-Z-/
ORN BY
0
'1
/1
10
9!
8 7 j
6
S 4
3 iZ V6 (j
ij•
m
!
13
5
IS
16
a
18 19
201 2121R
._
•
JO
.:
130
•
•
30 01
I
5143 2� I
ADD
24
COLES IC SUS
CALIFORNIA
COLE
60
cc
a
y«.n! 6/10/40
R a 2 EAST PARK ST.
1
4112 I I 10 9 8 7 6 5 4 3 2 I h
---CwcnmO
1
3.13 14
67 1.50
4 s7W4
IS 16 17 16 19 20 21 22 23 241,k1 3 ,
so 30 30i30 130 50 so .50 50 Thee
60
CEDAR AVE.
24
1ST
DELAWARE AVE.
24
ADD
34,3431
131
a
J
W
R-93 Miscellaneous Asphalt Resurfacing
5th Street
(Elm to California)
ITEM
NO.
DESCRIPTION
ESTIMATED UNIT
QUANTITIES
1. Rotomill Pavement
2. Recycled Asphalt Mix Type "R"
3. Asphaltic Concrete Type "R/B"
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
Pry
111111111111
KEY
concrete paving
concrete sub -base
(Mill: 2-3") New asphalt depth 35" approx.
• Soil sub -base
(Mill: 2-3"J Excavate 4" approx. and
rescabl re grade.
New asphalt depth 6" approx.
Note: 2" Type R/B mix - Approx (Base lift)
1111 Type C mix - Approx (Top lift)
4,281
471
S.Y.
Ton
Ton
383 Ton
2,826
5,745
1,070
189
189
Ton
Gal.
Gal.
Gal.
C.V.
S.Y.
S.Y.
S.Y.
L.F.
S.F.
L.F.
S.Y.
L.F.
Each
Each
Each
Each
L.F.
Per Station
Total Length/Width of new asphalt 1,270 X 30
(face of curb to face of curb) will cover
existing gutter with 1" to 1-1/2" of asphalt
when top lift is applied. Extra care will
be taken to maintain water flow.
PROD.
Miscellaneous Asphalt Resurfacing
PROD. N0.
1993-16
DESCRIPTION
5th St. - Elm to California
Hastings City Engineering
DSGN BY
J.N.
DATE
1-93
CONTRACTOR Zy-Z-/
ORN BY
APPRD BY
ASBUILTS
ORN. NO.
/3 . of :/9'