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NOTE: 4" TYPE R Approx.
2" TYPE R Approx.
(Base Lift)
(Top Lift )
ST.
a
SOYCE St
SJ ST.
0
i
SATEMAN ST
S
ST.
R-93 Miscellaneous Asphalt Resurfacing
7th Street
(Crane to Chestnut)
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITIES
UNIT
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
2,663
797
4,782
400
293
2,663
21
30
30
21
3
1
++sftls+
+4+4+4+4
++4++44+
-----
KEY
- concrete paving
- concrete sub -base
(Mill: 2-3") New asphalt depth 35" approx.
J11111111111 - s(Mioilll: sub 2-3-b") ase
Excavate 4" approx. and
restablize grade.
New asphalt depth 6" approx.
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
Gal.
C.Y.
S.Y.
S.Y.
S.Y.
L.F.
S.F.
L.F.
S.Y.
S.F.
L.F.
Each
Each
Each
Each
L.F.
Per Station
Total length/width of new
asphalt 620 x 31 (Inside
of curb to inside of curb)
will not cover existing
flowline.
PROD.
MISC. RESURFACING
PAOd'N0' R - 93 1993-25
DESCRIPTION
7th St - Crane Ave. to Chestnut Ave.
Hastings City Engineering
DSGN BY
J.N.
GATE
3-29-93
CONTRACTOR 24R -Z -/
DRN BY
BA.B.
APPRO BY
ASSORTS
IDRN NO.
I of I