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I 1/4 Asphalt
6" Concrete Base
2 Asphalt
1/4 Asphalt
2 14% VARIES / / 1 99% VARIE,;2 .
26 0'
3100'
TYPICAL SECTION OF EXISTING STREET
Length = 2366
15 00
15 00'
2 14%
2 00%
WEST
EAST SIDE OF STREET
TOP -LIFT 1 1/2" THICK (TO
SIDE OF STREET BOTTOM -LIFT 2 1/2 THICK
TOP—LIFT 1 1/2" THICK (TO FACE OF CURB)
BOTTOM—LIFT 2 1/2 THICK
TYPICAL SECTION OF PROPOSED RESURFACING
FACE OF CURB)
NOTES
1 Contractor shall use care in maneuvering
heavy equipment over and around this
project Existing curb & gutters are in
poor condition and the 6" concrete base
will not withstand a lot of weight
2 This construction shall include asphalt in
the gutter lines
QUANTITIES
ROTOMILL PAVEMENT
ASPHALTIC CONCRETE, TYPE -14
ASPHALTIC CONCRETE, TYPE -17C/0 40
ASPHALTIC CEMENT (AC -10)
EMULSIFIED ASPHALT (SSIH) FOR
TACK COAT APPLIED
BUILD CONCRETE PAVEMENT (6") 47B
BUILD 30" P C C CURB & GUTTER
BUILD 4" CONCRETE SIDEWALK
REMOVE CONCRETE PAVEMENT
REMOVE 30" CURB & GUTTER
ADJUST MANHOLE TO GRADE
ADJUST WATER VALVE TO GRADE
ADJUST GAS VALVE TO GRADE
SAW CUT
7945
1155
791
84
1961
42
348
50
42
348
1
14
1
17
PROJ
RESURFACING IfAN'NlOVENMENTS
PORN NO
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