HomeMy WebLinkAboutR1996-25" Concrete Base (4 1/2 Sack)
FACT SHEET
for
AV
NU
7TH Street To University Street
ROJICT R-96(2)
20.3'
25.2'
TYPICAL SECTION OF EXISTING STREET
Length: 567' at 20.3' wide
158' at 24.0' wide
10.15'
10.15'
3.71%
EAST SIDE OF STREET
TOP—LIFT: 1 1/2" THICK
BOTTOM—LIFT: 1 1/2" THICK
4.02%
}14�� tjMl
WEST SIDE OF STREET
TOP—UFT: 1 1/2" THICK
BOTTOM—LIFT: 1 1/2" THICK
TYPICAL SECTION OF PROPOSED RESURFACING
NOTES
1 Contractor shall use care in maneuvering
heavy equipment over and around this
project. Existing curb & gutters are in
poor condition and the 5" concrete base
will not withstand alot of weight.
2. This construction shall include the removal
and replacement of returns of two alley
approaches and three intersections.
3. Certain areas of this project will require
an overlay in gutter lines as directed
by Engineer.
QUANTITIES
ROTOMILL PAVEMENT 1889 S.Y.
ASPHALTIC CONCRETE, TYPE -14 396 Ton
ASPHALTIC CEMENT (AC -10)@ 5.3% 21 Ton
EMULSIFIED ASPHALT (551H) FOR
TACK COAT APPLIED 473 Gal.
BUILD P.R. CONCRETE PAVEMENT (5") 200 S.Y.
BUILD 30" P.C.C. CURB & GUTTER 100 L.F.
REMOVE CONCRETE PAVEMENT 200 S.Y.
REMOVE 30" CURB & GUTTER 100 L.F.
REMOVE PATCHING MATERIAL IN
DRIVEWAY APPROACHES 0
ADJUST MANHOLE TO GRADE 1
ADJUST VALVE TO GRADE 1
SAW CUT
175
S.Y.
Ea.
Ea.
L.F.
PROJ.
MISC. RESURFACING
PROJ. NO.
R-96(2)
DESCRIPTION
PINE AVE- 7TH TO
UNIVERSITY
Hastings City
Ebgineerina
OSGBN.;Y.
DATE
4 /96
CONTRACTOR
ORNB.B. BY IAPPRO BY IA58DILTS
IORN. ,NO. of �.
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55' 55' 55' 55' 55' 60'
UT:
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124'
t-
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4
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124'
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122.6'
100'
100'
100'
100'
0
1
100'
100'
50'
50'
o
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O
100'
100'
100'
54O-0
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50 '
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50 ' •
3
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2
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100'
1
N
100'
N
6
100'
7
100'
8
100'
—. __ .....
9
100'
. -
g
10
100'
b
m
A"
80'
60'
S
5
100'
4
100'
3
100'
3 2
ParK
100''
1 0
100
.
4
100' 100'
110.1'
100'
1
.w
N
/ 100 j 100
p� � 1000'
07 n
89,05'
2 6 0
Un iversitAve
100' • 117' • • ' 89 �8' •
7
PROPOSED RESURFACING
100'
5
ayno<a St
8
e
ge
9
1134.125'
100'
100'
7th St
211.2'
8
100'
100'
2
9
100'
100'
1
10
N
64.7' 64'
60'
a
0
• __
0
100' C )
80'
170•±V461
rT 7 1
2455.15'
100'
5
100'
4
100'
3
100'
2
100'
1
g
6
100'
100'
100'
100'
10
100'
g
100'
loos
100'
100'
100'
5
4
j 3
2
1
100'
100'
100'
100'
N
BC
!-F,
100'
10o'
no.
6
6
7
0
9
10
100'
100'
100'
100'
100'
1321.895'
80'
60'
0
119
70'
0
N
6
100'
b
•-
1 2 0 120
68'
121
68'
z
122
5A
100'
68'
41
I-
123
dd
100'
NN
N
100'
4
5
100'
100'
3
100'
2
NN
6
100'
7
100'
g
0
m
g
N
100'
10o'
no.
6
l
4
3 j
I
2
N
BC
Iib
CONTRACTOR
DRN BY
BC
APPRD BY
ASBUILTS
DRN NO.
1 o 1
g
N
RESURFACING IMPROVEMENTS
g
N
5
6
7
100'
100'
100'
68'
0
N
124
66'
3
100'
80'
O
N
125
66'
2
100'
C
L_
80'
5" Concrete Base (4 1/2 Sack) 4" Asphalt
.., ,. 5". 4.37
4.88
20.3'
25.2'
TYPICAL SECTION OF EXISTING STREET
LENGTH: 725'
1n�
12.65'
12.65'
3.71
4.02 %
EAST -SIDE OF STREET
TOP -LIFT: 1 1/2" THICK
BOTTOM -LIFT: 2 1/2" THICK
WEST -SIDE OF STREET
TOP -LIFT: 1 1/2" THICK
BOTTOM -LIFT: 2 1/2" THICK
TYPICAL SECTION OF PROPOSED RESURFACING
NOTES
1. Contractor shall use care in maneuvering
heavy equipment over and around this
project. Existing curb & gutters are in
poor condition and the 5" concrete base
will not withstand alot of weight.
2. This construction shall include the removal
and replacement of returns of two alley
approaches and three intersections.
3. This construction shall include asphalt in
the gutter line.
QUANTITIES
ROTOMILL PAVEMENT 1936 S.Y.
ASPHALTIC CONCRETE, TYPE -14 324 Ton
ASPHALTIC CONCRETE TYPE -17C/.40 214 Ton
ASPHALTIC CEMENT (AC -10) 24 Ton
EMULSIFIED ASPHALT (SSIH) FOR
TACK COAT APPLIED 484 Gal.
BUILD CONCRETE PAVEMENT (6") 47B 50 S.Y.
BUILD 4" CONCRETE SIDEWALK 50 S.F.
BUILD 30" P.C.C. CURB & GUTTER 168 L.F.
REMOVE CONCRETE PAVEMENT 50 S.Y.
REMOVE 30" CURB & GUTTER 168 L.F.
ADJUST MANHOLE TO GRADE 1 Ea.
ADJUST WATER VALVE TO GRADE 1 Ea.
ADJUST GAS VALVE TO GRADE 1 Ea.
SAW CUT 175 , L:F.
PROJ.
RESURFACING IMPROVEMENTS
PROJ. NO.
R-96(2)
DESCRIPTION
PINE AVE. - 7TH ST. TO UNIVERSITY
Hastings City Engineering
DSGN BY
BC
DATE
5/97
CONTRACTOR
DRN BY
BC
APPRD BY
ASBUILTS
DRN NO.
1 o 1