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PROPOSED
RESURFACING
8 12
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5 Concrete Base (4 1/2 Sack)
_,'
3 Asphalt
275 7.
20'
24'-10'
TYPICAL SECTION OF EXISTING STREET
LENGTH 623
12' 12'
1 33 7
663 7.
NORTH -SIDE OF STREET
TOP -LIFT 1 1/2" THICK
BOTTOM -LIFT 2 1/2' THICK
SOUTH -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 do gutters are in
poor condition and the 5" concrete base
will not withstand alot of weight
2 Several driveways located on the southside
of this project have asphalt and concrete
material patched into the gutterline
Contractor shall use caution not to
damage driveways during the removal of
this material
3 This construction shall include asphalt in
the gutter line
QUANTITIES
ROTOMILL PAVEMENT 1538 S Y
ASPHALTIC CONCRETE, TYPE -14 216 Ton
ASPHALTIC CONCRETE TYPE -17C/0 40 130 Ton
ASPHALTIC CEMENT (AC -10) 16 Ton
EMULSIFIED ASPHALT (SSIH) FOR
TACK COAT APPLIED 385 Gal
BUILD CONCRETE PAVEMENT (6") 25 S Y
BUILD 4" CONCRETE SIDEWALK 50 S F
BUILD 30" P C C CURB do GUTTER 84 L F
REMOVE CONCRETE PAVEMENT 25 S Y
REMOVE 30" CURB & GUTTER 84 L F
REMOVE DRIVEWAY APPROACHES 50 S Y
ADJUST MANHOLE TO GRADE 2 Ea
ADJUST WATER VALVE TO GRADE 1 1 Ea
a
ADJUST GAS VALVE TO GRADE
BUILD 6" 47B CONCRETE DRIVEWAY 5500 S YY
SAW CUT
1E$URFACING IMPROVEMENTS
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