HomeMy WebLinkAboutR1992-1Aare ai
! +.
e 3
r
8
54
//
/0
B
JS k
Oo
C
k
e0'
ELLS
RESTS
SMRLI3
anti-
a6
5
4
3
2
y
7
9
av
8
A
/0
/I
2
er'
14
r
TS'
45'
90'
7
9
av
8
9
/0
/I
12.
a
So
2
er'
14
' '
TS'
45'
90'
t
21 222324
4
17
JDM9pJ°1U
t
/2///898
5
4
3
/B
rn
/A
13
14
15
16
-
00'
1 0
21 222324
4
17
18
,-
4
5
4
3
2
9
j5..
9
25
.
.
1
1 I III 'I'II'I'II CIbfl
/0
CI t
po Q /N70.51/
SUB.
4 1 3 2 /
w Il 11
54'
-
"
//
-
00'
6
5
4
3
2
,-
4
5
4
3
2
9
j5..
_
Jr
.
.
1
7
VJ
8
9
/0
//
/2.
9
p VAC. ORO 3059 4/88 30)'
50'
6
5
3
2
5D
9
$5
/2
1/
AJ
9
8
7
4
3
2
2?
8
10
//
III
$5
/2
1/
AJ
9
8
7
4
3
2
2?
zY
1211
10
9 8
-14
1617
f
5 4
to
n
3 2 1
13
14 15
16 17
18 19
2L 21
222324
4
5
4
3
2
9
j5..
_
.
.
b'
zY
1211
10
9 8
-14
1617
7 6
5 4
to
n
3 2 1
q
13
p
tf
14 15
18 19
2021
222324
t
.
I" 1111l'i'I'LI'FM.
End Constructio
ADD.
/0
Are s'
?':,' R 7111 Street
se'
An
DESCRIPTION
Minnesota Avenue (2nd to 7th)
se
q
OSCN BY
JN
DATE
2-92
CONTRACTOR
�
6
5
4
3
2
/
n
5D'
2
a 5"
/2/8/75
r '
%.
N. adf
50
ease
2 /
I poi
wits
25
2
11
10
9
817
615
4
3
2
r5
Ia
13 14 15
2'
e5'
u
12
113
2%
16 17118
9
+++
1222324+++
+++
II
14
10
15
9
16
8
17118 19
5
27
4
3
22
2
50' $001
5
5
I 2
6 7 8 9 0
VA 45[0
^ OND Sii
5 4 3 2 I
O
6 7 8 9
V CIt'D
^ MD. S55
54321
23.24
6
26
10
45'
o a
775
Sr
_rI' I' I' I' I' I' 11L1 121 / Int' nit
Begin Construction
NOTE: 211" Type B Mix - Approx.
111" Type C Mix - Approx.
NOTE:
Locations of curb replacement will
be determined in field by Engineer.
NOTE: All side streets will be asphalted back to
approximately the end of radius.
NOTE: It will be the responsibility of the contractor -
to dispose of all pavement removal.
5
k 61h• Street
/
.k 5th. Street
4 1h. S/reel
3rt• ,511
ADDLEMANS
5
4 51/8.
//2 t
t gad Street
KEY
Tr!>.�',�$ f � concrete paving
. ! P 9
111111111111
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.
R-92 Miscellaneous Asphalt Resurfacing
Alternate "A"
Minnesota A
2nd to 7th
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 (SSIR)
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
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: All specifications will apply the
same as set in the main contract.
5,420.6
699.3
526.5
15,594.0
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
1,355.0 Gal.
C.Y.
S.Y.
S.Y.
S.Y.
158.0 L.F.
80.0 S.F.
L.F.
S.Y.
75.0 S.F.
158.0 L.F.
6.0 Each
2.0 Each
Each
Each
L.F.
Per Station
Total length/width of new asphalt:
1,543' x 30' (face of curb to face of curb).
Will cover existing gutter with top lift.
PROJ.
Asphalt Resurfacing
An
DESCRIPTION
Minnesota Avenue (2nd to 7th)
5D'
2
a 5"
/2/8/75
r '
%.
N. adf
50
ease
2 /
I poi
wits
25
2
11
10
9
817
615
4
3
2
r5
Ia
13 14 15
2'
e5'
u
12
113
2%
16 17118
9
+++
1222324+++
+++
II
14
10
15
9
16
8
17118 19
5
27
4
3
22
2
50' $001
5
5
I 2
6 7 8 9 0
VA 45[0
^ OND Sii
5 4 3 2 I
O
6 7 8 9
V CIt'D
^ MD. S55
54321
23.24
6
26
10
45'
o a
775
Sr
_rI' I' I' I' I' I' 11L1 121 / Int' nit
Begin Construction
NOTE: 211" Type B Mix - Approx.
111" Type C Mix - Approx.
NOTE:
Locations of curb replacement will
be determined in field by Engineer.
NOTE: All side streets will be asphalted back to
approximately the end of radius.
NOTE: It will be the responsibility of the contractor -
to dispose of all pavement removal.
5
k 61h• Street
/
.k 5th. Street
4 1h. S/reel
3rt• ,511
ADDLEMANS
5
4 51/8.
//2 t
t gad Street
KEY
Tr!>.�',�$ f � concrete paving
. ! P 9
111111111111
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.
R-92 Miscellaneous Asphalt Resurfacing
Alternate "A"
Minnesota A
2nd to 7th
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 (SSIR)
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
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: All specifications will apply the
same as set in the main contract.
5,420.6
699.3
526.5
15,594.0
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
1,355.0 Gal.
C.Y.
S.Y.
S.Y.
S.Y.
158.0 L.F.
80.0 S.F.
L.F.
S.Y.
75.0 S.F.
158.0 L.F.
6.0 Each
2.0 Each
Each
Each
L.F.
Per Station
Total length/width of new asphalt:
1,543' x 30' (face of curb to face of curb).
Will cover existing gutter with top lift.
PROJ.
Asphalt Resurfacing
PROJ. NO.
Alternate AO/)
DESCRIPTION
Minnesota Avenue (2nd to 7th)
Hastings City Engineering
OSCN BY
JN
DATE
2-92
CONTRACTOR
DRN. BY
JN
APPRD BY
ASBUILTS
ORN NO.
/ of
/
Z� z-/ 4/4 Ate)