HomeMy WebLinkAboutR1992-2A2
0
3 3E
04
3 4
4
.
2
1
3
4
4
/so
<Ao
/.so
.F
00
3
4
00
3
4
2
PRA
i
3
4
/so
<Ao
/2e
00
3
4
2
I
PROD. NO.
Alternate A(2)
NJ
End Constr4lct
/2e
/8.358
on
2
0
n
VACATED
Oai /B/B R
9
2
/:3867
a
BO
i
6
++++
++++
++++
16 ++++ 5
++++
+++a
++++
++++
15 +Mr++ 6
11 10
so' Ig'
76
111.24
12
r4 Jp.9"10
g MG INTOSH
41 4 3 2
2tlUB
/84
/12.6
"ra+ I' 1 S 141 3 Vt�M�� ;
I o+r$
NOTE:
Locations of all manholes and valves will
be tied off and recorded prior to any work.
Manholes will be kept covered and kept clean
throughout all of resurfacing project.
NOTE:
Locations of curb replacement will
be determined in field by Engineer.
NOTE: It will be the responsibility of the contractor
to dispose of all pavement removal.
00
413
Begin Construction
$ FOREST 91.V0.
SIO TN ST.
ow
td.*
H Y
444
R-92 Miscellaneous Asphalt Resurfacing Minnesota A
Alternate "A"
7th to 9th
ITEM
171-9.H ST No.
a
t)
05
z
2
4
;4
oo UNI. AVE.
$5
7 TH. ST.
°D I2
CITY WIDE MATEY
a shv co.
41
�QG
a�� .c:2?a�
sy u;
KEY
concrete paving
concrete sub -base
(Mill: 2-3") New asphalt depth 31/2" approx.
)1){t)))))1) - soil sub -base
iiiF s)) S ffj$j (Mill: 2-3") Excavate 4" approx. and
restablize grade.
Mew asphalt depth 6" approx.
-'4°
uxe w Itt7
NOTE: 211" Type B Mix - Approx.
111" Type C Mix - Approx.
NOTE: All specifications will apply the
same as set in the main contract.
DESCRIPTION
ESTIMATED
QUANTITIES
UNIT
1. Rotomill Pavement 3,851.0
2. Recycled Asphalt Mix Type "R"
3. Asphaltic Concrete Type 604.1
4. Asphaltic Concrete Type "C" 431.5
5. Asphaltic Concrete for
Patching
6. Asphaltic Cement (AC -5)
7. Asphaltic Cement (AC -10)
8. Emulsified Asphalt (SSI11)
for Tack Coat Applied
9. Excavate Soil Base
10. Restabilize Sub -Grade
11. Build 6" Pavement (478)
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
S.Y.
Ton
Ton
Ton
Ton
Gal.
13,124.0 Gal.
333.0 Gal.
C.Y.
S.Y.
S.Y.
S.Y.
24.0 L.F.
S.F.
L.F.
S.Y.
S.F.
24.0 L.F.
3.0 Each
Each
Each
Each
L.F.
Per Station
744Z-1 4/E. 472)
Total length/width of new asphalt:
1,333' x 30' (face of curb to face of curb).
Will cover existing gutter with top lift.
PROD.
Asphalt Resurfacing
PROD. NO.
Alternate A(2)
DESCRIPTION
Minnesota Avenue (7th to 9th)
Hastings City Engineering
DSGN BY
JN
DATE
2-92
CONTRACTOR
DRN BY
JN
APPRO BY
ASBUIITS
DRN Na
/
of
/