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CITY WIDE SURVEY
sire CO.
NOTE: It will be the responsibility of the contractor
to dispose of all pavement removal.
R-92 Miscellaneous Asphalt Resurfacing 11th Street
Kansas to Colorado
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITIES
UNIT
1. Rotomill Pavement
2. Recycled Asphalt Mix Type "R"
3. Asphaltic Concrete Type "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.
13,
14.
15.
16.
17,
18.
19.
20.
Build PR. Concrete Pavement
Build 30" Curb & Gutter
Build 4" Sidewalk
Build 6" Integral Curb
Remove Concrete Pavement
Remove Sidewalk
Remove 30" Curb & Gutter
Adjust Manhole to Grade
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:
Excavation will be hauled to City
stockpile as determined by Engineer.
NOTE:
Locations of curb replacement will
be determined in field by Engineer.
786.7
193.9
119.9
3,934.0
118.1
86.5
786.7
NOTE: 4" Type B Mix - Approx.
2" Type C Mix - Approx.
4++44444
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KEY
= concrete paving
= concrete sub -base
(Mill: 2-3") New asphalt depth 3/" approx.
= soil'sub-base
(Mill: 2-3") 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
354' x 24' (face of curb to face of curb).
Will cover existing gutter with top lift.
PROS Asphalt Resurfacing
PROJ. Na 1991-31
DESCRIPTION
11th Street - Colorado to Kansas
Hostings City Engineering
DSGN BY UN
DATE 1-92
CONTRACTOR
CRN BY JN
APPRD BY
ASBUILTS
ORMNO.
7 of //
1997-5/