HomeMy WebLinkAboutR1991-25MOANS
cr
SOUTH ST.
Begin Construction
ORIGINAL T • WN
--77 -11-1r1ao
I7
0
A,
1
A ST.
4 1
Gi
ITT
Q
N—
at
at
171
as
17!
$0
b1
lee
ia
B ST. p
Ile
Ht
g too —
02' R
CST
cc
144
D ST
R it
I
R 11
2
8 10
3
9
4
$ 8
8 7
5
6
R It
A II
A 10
2
3
A 9
4
5
a
16
17
16
___J_ —
3
4
5
5
7
15
14
13
Is
I7
16
Is
2
14
13
11
12
17
PROD. NO.
1991-25
DESCRIPTION
Denver - South Street to "F" Street
2
16
DATE 1-92
15
ORN. BY
JN
APPRO BY
ASBUILTS
I
14
3
12
I
I
4
Il
10
9
5
6
7
6
Id
16
15
4
a
II
10
e
a
7
111
II!
ISO
a
4
C
Z S
'6 R
g
mlQ
2 2
O W
Z
Z Zr
e
O w
204
60
2C4 O
••
Stan
6
5
E ST----
R
T--
8
F ST.
8
3
S SA
�-_.
068
2A
3
y `_
O so
IO •
S'S
-23-
MILLERS
t1p 4e
1 t4
LERS
AOO
8
f
e4
SOUTH
End Construction
x
W
ZW>
NOTE: All side streets will be asphalted back to,
approximately the end of radius.
NOTE: It will be the responsibility of the contractor
to dispose of all pavement removal.
NOTE: 4" Type B Mix - Approx.
2" Type C'lMix - Approx.
NOTE:
Locations of curb replacement will
be determined in field by Engineer.
NOTE:
Excavation will be hauled to City
stockpile as determined by Engineer.
++++++++
)11)!7)7171!
KEY
= concrete paving
= concrete sub -base
(Mill: 2-3") New asphalt depth 31/2" approx.
= Soil sub -base
(Mill: 2-3") Excavate 4" approx. and
restablize grade.
New asphalt depth 6" approx.
R-92 Miscellaneous Asphalt Resurfacing Denver Avenue
South to "F"
ITEM .ESTIMATED UNIT
NO. DESCRIPTION QUANTITIES
Rotomill Pavement6,082.2 S.Y.
2. Recycled Asphalt Mix Type "R" Ton
3. Asphaltic Concrete Type 1,499.3 Ton
4: Asphaltic Concrete Type887.6 Ton
5. Asphaltic Concrete for
Patching Ton
Asphaltic Cement (AC -5) Gal.
7. Asphaltic Cement (AC -10) 29,809.0 Gal.
8. Emulsified Asphalt (SSIH)
for Tack Coat Applied844.4 Gal.
9. Excavate Soil Base 648.6 C.Y.
10. Restabilize Sub -Grade 5,896.2 S.Y.
11. Build 6" Pavement (47B) S.Y.
12. Build PR. Concrete Pavement S.Y.
13. Build 30" Curb & Gutter 69.0 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 69.0 L.F.
19. Adjust Manhole to Grade Each
20. Adjust Gas Valve to Grade Each
21. Adjust Water Valve to Grade 1.0 Each
22. Adjust Grate Inlets to Grade Each
23. Saw Cut L.F.
24. Shouldering edge of road Per Station
Total length/width of new asphalt
2,041' x 30' (face of curb to face of curb).
,Will cover existing gutters with top lift.
PROJ. Asphalt Resurfacing
PROD. NO.
1991-25
DESCRIPTION
Denver - South Street to "F" Street
Hastings City Engineering
DSGN BYJN
DATE 1-92
CONTRACTOR
ORN. BY
JN
APPRO BY
ASBUILTS
I
DRN NO,
/ of //
/99/-f5