HomeMy WebLinkAboutR96-3Concrete Base
C Asphalt
3.92%
533%
FACT SHEET
for
CEDAP AVENUE
5th Street To 7th Street
PROJECT R -g6(3)
TYPICAL SECTION OF EXISTING STREET
BETWEEN STH STREET & 6TH STREET
LENGTH - 253.5
TOP -LIFT: Y THICK
TYPICAL SECTION OF PROPOSED RESURFACING
BETWEEN 5TH STREET & 6TH STREET
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. Contractor should note that half of this
project requires asphalt to be placed into
the gutterline.
3. Two intersection returns are scheduled
for removal and replacement with this project.
Concrete Base
4' Asphalt
1.50%
4
1" Aiphclt in Gutter
TYPICAL SECTION OF EXISTING STREET
BETWEEN 611i STREET & 7TH STREET
LENGTH as 416.5'
TOP -LIFT: 2" THICK
BOTTOM -LIFT: r
TYPICAL SECTION OF PROPOSIED RESURFACINGMININUM of 1 1/2• IN GUTTER
BETWEEN 5TH STREET & 6TH STREET
QUANTITIES
ROTOMILL PAVEMENT
ASPHALTIC CONCRETE, TYPE -14 1 475 S.Y.
ASPHALTIC CEMENT (AC -10) ®
5.3%25.2Ton
EMULSIFIED ASPHALT (SSIH) FOR Ton
TACK COAT APPLIED 430 Gal.
BUILD P.R. CONCRETE PAVEMENT (5") 200 S.Y.
BUILD 30" P.C.C. CURB & GUTTER
REMOVE CONCRETE PAVEMENT 108 L.F.
200
REMOVE 30" CURB & GUTTERS.Y.
ADJUST MANHOLE TO GRADE 108 L.F.
ADJUST VALVE TO GRADE 2 Ea.
SAWING 1 Ea.
60 L.F.
PROD.
MISC. RESURFACING
PROJ. NO.
R-96(3)
DESCRIPTION
CEDAR AVE.- 5TH TO 7 Ty
Hastings City Enainaarin„