HomeMy WebLinkAboutR1993-10.5,4
6 al 3'1" . 36
54 i 43
a
Cover west flow line only.
R-93 Miscellaneous Asphalt Resurfacing
Baltimore
49 48
(A Street - C Street) 1
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITIES
UNIT
1. Rotomill Pavement
2. Recycled Asphalt Mix Type "R"
3. Asphaltic Concrete Type "R/8"
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 (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
1,699
419
249
2,514
3,735
255
187
1,699
42
S.Y.
Ton
Ton
Ton
Ton
Gal.
Gal.
Gal.
C.Y.
S.Y.
S.Y.
S.Y.
L.F.
L.F.
S.Y.
S.F.
42 L.F.
Each
Each
Each
Each
L.F.
Per Station
25 24 - ° M 13 • 12
66
61 60
114
103
I 109 108
138
h 78 67
73
72
91
•i 97
144
n i42
96
139
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Ow
.i
p; V' 1
.._ R•i. .. ...._ e
o: O>' 72 ie • ,,y 61
1,1L
/26 20
145
174
133
147
135
/T
H SCHMCR
/25
/00
f
z
9t
O u
0 4
a
•
W
IL
o°t
1.
2
!su I40
13
°
---6� h
vu ll
101
J w 33(0
., 24
W
W
R4
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$4.5 '
3
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o 5).12644040 Ca s
5).12644040r'
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u
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136
138 n
/25
O
1 70 /,Se 13
4/b.11
/26
0
4
3
L 9:7, 4"7754"- -
-.---'j "---
i
108 165-7
109 I ( 166
I-
I
114 ;1 (71
147
145 I 144
in le
-/332,1
5
SCHMIDT I HEIRS
207 196
202 201 1
aA. ST.
' 12
a 151 ISO
o O
N
/e
Itha
y 12
11
ov
4)1
N( F. NIE'AEG
MYRA SNYDER
M - YOST
G "YOS7
B BRESCI
J'!REGAN
'5 .. .'cc
6660
/l6
4
66
te
20
iY;U3 33 R 44
41 24
04
I
3440
HASTINGS
HA
4
Note:. 4" Type R/B mix - Approx (Base lift)
2" Type C mix - Approx (Top lift)
Total Length/Width of new asphalt 558 X 30
(face of curb to face of curb) will cover
existing gutter with 1" to 1-1/2" of asphalt
when top lift is applied. Extra care will
be taken to maintain water flow.
6C r-
DICA.`E48
W'
0:
0
}
Z
GARFIELD AVE
/l.
48 AD
2
• concrete paving
• concrete sub -base
(Mill: 2-3") New asphalt depth 34" approx.
11)))1)7)))) (Ni110 2-3a)eExcavate 4" Approxr and
restabl_ze grade.
New asphalt depth 6" approx.
FRANKLIN AVE
445.0
24 1 HAMSHi}E S
Q
'4
/17 /n K /26
0
Q
0
0
24
s
7
/00
I
6 h
125 ee
})00•
h 7
• D: ST
3s r
I .
v3° 13 12
M
331.795
al rep 24
SOUT�i I SIDE
II W
J
J
W
03
314-41
1 /30.7
ADD
I $
IS
.... -"- 6
9 432.23
/3e 7S /33
•i
35
35 .
T
0
0
0
9
I-
N
24
23
F -ST.
MILLERS AD
2r.I
'CO
3CAL(w.u.
PROD.
Miscellaneous Asphalt Resurfacing
PROJ. NO.
1993-10
DESCRIPTION
Baltimore - "A" Street to "C" St.
Hastings City Engineering
OSGN BY (DATE
J. N. 1-93
CONTRACTOR 2V-2
DAN BY 'AFAR° BY
ASBUILTS
ORN. NO.
7 of /y'