HomeMy WebLinkAbout18SPECIAL PFt0VISIOKS Continued
N.E. #2 Bridoe SCHEDULE B* Continued
as measured along the roadway centerline. New asphaltic concrete pavement,
in two lifts of ", shall be installed and new Precast Concrete
4" thick, h side of the roadway. Barrier
Barrier Type 11, 200 linear feet on eac and all barrier units shall be
ter-m-'nals shall be installed at each end
11 work shall be acco�plished within the 4 as bid pay
ainned together. A to the as bid pay items.
items. All other work shall be incidental
I Bri dg- —�EDULE "C'
Thes�� —two items OT wor-K involve
patching the exiSLIIISJ --ii-te —bridge deck with epoxy concrete grout.
N.E. #1
The new guard rail installation work on the May Creek/Jones Ave.
Bridge, shall be paid from items in Schedule "G".
die SCHEDULE "E' This work
ashin ton lilaii Cieek Bi .1 under the bridge
N.E. Lake W -'a-nd
1 �G_n r a �a�c�ln—q
7i—a,kinvolVes —clearing the creeK CIPOM— I '" - ---' e built by
from overhanging trees, brush, and the small wooden structur
children. Only trees marked to be saved shall be preserved. All brush and
trees shall be cut parallel to and within 3" of the ground� , and in -
The existing asphalt deck shall be patched up to the deck curbs
cluding 20' of the approach roadway. All patches and joints shall be
sealed. olves re-
C?tjr R )Iacement SCHEDULE "F" This work task invx isting
ked bridge. This e
beam and timber dec
�'f Nhe x ng steel
deck will be replaced with a precast concrete deck. The bridge can only be
i a precast deck imported to the site,
out of service for three week days, sc, e;. The bridge channel
or cast and cured on the adjacent parking lot surfac
shall be cleaned of brush and debris 30' on each side of the bridge center-
line paved over the channel.
City Wide Beam Guard Rail and Precast New Jers ( Barriers SCHEDULE "G'
ji:�:;ij�—alwork il—tes that may be aWdUU—,
These are i ie"ies ul In 1-1
portion of the sites, or all of the sites, at the City,s option.
Much of the work sites involve simply removal of existing rails and re
wth new beam guard rail. Installation of new rail shall be in
placement tions and the as bid Schedule of
accordance with the Plans and Specifica - Type I are not
schedule "G". Where beam guard rail ancho
Prices in all be installed. Type "G" term.�ial
specifie-li aeType "G" terminal end sh 1 installation. The pay item
ends shal b incidental to allanew guard rai
for new " Beam Guard Rail Termin 1 Type G" shall be for installation of a
rew terminal on existing guard rails.
Some specific work sites require detailed explanation of the Scope. These
tasks are described below: