HomeMy WebLinkAboutR1996-55" Concrete Base (4 1/2 Sack)
2.59%
3 1/2" Asphalt
FACT SHEET
for
ST. JOS
AV
4TH ST. TO 7TH ST.
9ROJ-CT R-96(5;
2.72%
1 1/2" Asphalt
9'
i
26.1'
30.1'
TYPICAL SECTION OF EXISTING STREET
Length: 793'
15.05'
15.05'
EAST SIDE OF STREET
TOP—LIFT: 1 1/2" THICK (TO FACE OF CURB)
BOTTOM—LIFT: 2" THICK
WEST SIDE OF STREET
TOP—LIFT: 1 1/2" THICK (TO FACE OF CURB)
BOTTOM—LIFT: 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 4 intersection returns.
3. This construction shall also include the removal
and replacement of asphalt in gutter lines.
QUANTITIES
ROTOMILL PAVEMENT 2991 S.Y.
ASPHALTIC CONCRETE, TYPE -14 682 Ton
ASPHALTIC CEMENT (AC -10)@ 5.3% 36.2 Ton
EMULSIFIED ASPHALT (SSIH) FOR
TACK COAT APPLIED 748 Gal.
BUILD P.R. CONCRETE PAVEMENT (5") 200 S.Y.
BUILD 30" P.C.C. CURB & GUTTER 89 L.F.
BUILD 4" P.C.C. SIDEWALK 117 S.F.
REMOVE SIDEWALK 117 S.F.
REMOVE CONCRETE PAVEMENT 200 S.Y.
REMOVE 30" CURB & GUTTER 89 L.F.
REMOVE PATCHING MATERIAL IN
DRIVEWAY APPROACHES 0 S.Y.
ADJUST MANHOLE TO GRADE 2 Ea.
ADJUST VALVE TO GRADE 1 Ea.
SAW CUT 220 L.F.
PROJ.
MISC. RESURFACING
PROD. No.. R- 96 (5)
DESCRIPTION
ST. JOE -4TH TO 7TH
Hastings City Engineering
OSGN BY DATE -
B.B. I 4/96
CONTRACTOR
ORM BY
APPRD BY
ASBUILTS IDRN 5 of 5
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