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DESCRIPTION
BOYCE St - Marian Rd. to I blk. East
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BOYCE ST.
• SU ST
R-93 Miscellaneous Asphalt Resurfacing Boyce
(Marian Road to 1 block east)
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITIES
UNIT
BATEMAN St
M
t
1. Rotomill Pavement 1,095
2. Recycled Asphalt Mix Type "R" 409
3. Asphaltic Concrete Type "R/B"
4. Asphaltic Concrete Type "C"
5. Asphaltic Concrete for
Patching
6. Asphaltic Cement (AC -5) 2,454
7. Asphaltic Cement (AC -10)
8. Emulsified Asphalt (SSIH)
for Tack Coat Applied 164 Gal.
9. Excavate Soil Base 120 C.Y.
10. Restabilize Sub -Grade 1,095 S.Y.
11. Build 6" Pavement (478) S.Y.
12. Build PR. Concrete Pavement S.Y.
13. Build 30" Curb & Gutter 21 L.F.
14. Build 4" Sidewalk S.F.
15. Build 6" Integral Curb L.F.
16. Remove Concrete Pavement S.Y.
17. Remove Sidewalk S.F.
18. Remove 30" Curb & Gutter 21 L.F.
19. Adjust Manhole to Grade i Each
20-. ._'Adjust Gas Valve to Grade "Each'
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
21. Adjust Water Valve to Grade
22. Adjust Grate Inlets to Grade
23. Saw Cut
24. Shouldering edge of road
Each
Each
L.F.
Per Station
KEY
SRX.c:.Yi fy.M
:aX. :Meet = concrete paving
MOM
4t4+4+44
141141.1
11111444
44114144
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a concrete sub -base
(Mill: 2-3") New asphalt depth 34" approx.
a Soil sub -base
(Mill: 2-3") Excavate 4" approx. and
restablize grade..
Hew asphalt depth 6" approx.
Total Length/Width of new street:
318' x 31' (inside to inside)
'Will not cover existing flowline.
PROD.
MISC. RESURFACING•
PROJ, NO.
R - 93 1993-26
DESCRIPTION
BOYCE St - Marian Rd. to I blk. East
Hastings City Engineering
OSGN BY
J.N.
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NOTE 4 Type R (Base Lift) Approx.
211 Type R ( Top Lift ) Approx.
.3
34
:
2
BOYCE ST.
• SU ST
R-93 Miscellaneous Asphalt Resurfacing Boyce
(Marian Road to 1 block east)
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITIES
UNIT
BATEMAN St
M
t
1. Rotomill Pavement 1,095
2. Recycled Asphalt Mix Type "R" 409
3. Asphaltic Concrete Type "R/B"
4. Asphaltic Concrete Type "C"
5. Asphaltic Concrete for
Patching
6. Asphaltic Cement (AC -5) 2,454
7. Asphaltic Cement (AC -10)
8. Emulsified Asphalt (SSIH)
for Tack Coat Applied 164 Gal.
9. Excavate Soil Base 120 C.Y.
10. Restabilize Sub -Grade 1,095 S.Y.
11. Build 6" Pavement (478) S.Y.
12. Build PR. Concrete Pavement S.Y.
13. Build 30" Curb & Gutter 21 L.F.
14. Build 4" Sidewalk S.F.
15. Build 6" Integral Curb L.F.
16. Remove Concrete Pavement S.Y.
17. Remove Sidewalk S.F.
18. Remove 30" Curb & Gutter 21 L.F.
19. Adjust Manhole to Grade i Each
20-. ._'Adjust Gas Valve to Grade "Each'
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
21. Adjust Water Valve to Grade
22. Adjust Grate Inlets to Grade
23. Saw Cut
24. Shouldering edge of road
Each
Each
L.F.
Per Station
KEY
SRX.c:.Yi fy.M
:aX. :Meet = concrete paving
MOM
4t4+4+44
141141.1
11111444
44114144
!I/1lJ)!J!!1
a concrete sub -base
(Mill: 2-3") New asphalt depth 34" approx.
a Soil sub -base
(Mill: 2-3") Excavate 4" approx. and
restablize grade..
Hew asphalt depth 6" approx.
Total Length/Width of new street:
318' x 31' (inside to inside)
'Will not cover existing flowline.
PROD.
MISC. RESURFACING•
PROJ, NO.
R - 93 1993-26
DESCRIPTION
BOYCE St - Marian Rd. to I blk. East
Hastings City Engineering
OSGN BY
J.N.
DATE
3-29-93
CONTRACTOR " 21-2-1
DRN BY
BAB.I
APPRO BY
ASBUILTSDRN
NO,
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