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Universit Ave
100'
100'
100'
PROPOSED RESURFACING
1134.123'
7th St
110'
4-
0
so'
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100'
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110'
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7th St
110'
4-
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/T 7 N
100'
IOW
100'
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100'
5
100'
3
2
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N
6
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211.2'
1321.155'
60'
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RESURFACING IMPROVEMENTS
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5 Concrete Base (4 1/2 Sack)
J HJ
437 %
4" Asphalt
4 68 7
r
20 3'
a
25 2'
TYPICAL SECTION OF EXISTING STREET
LENGTH 725
12 65'
12 65'
371 7.
402 7
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
ASPHALTIC CONCRETE, TYPE -14
ASPHALTIC CONCRETE TYPE -17C/ 40
ASPHALTIC CEMENT (AC -10)
EMULSIFIED ASPHALT (SSIH) FOR
TACK COAT APPLIED
BUILD CONCRETE PAVEMENT (6") 47B
BUILD 4" CONCRETE SIDEWALK
BUILD 30" P C C CURB & GUTTER
REMOVE CONCRETE PAVEMENT
REMOVE 30" CURB & GUTTER
ADJUST MANHOLE TO GRADE
ADJUST WATER VALVE TO GRADE
ADJUST GAS VALVE TO GRADE
SAW CUT
1936
324
214
24
484
50
50
168
50
168
1
175
SY
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Ton
Ton
Gal
SY
SF
LF
SY
LF
Ea
Ea
Ea
LF
IPROJ
RESURFACING IMPROVEMENTS
PROJ NO
R -SS 2
DE LION
PIE AVE - 7TH ST TO UNIVERSITY
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