Webster City freeman. [volume] (Webster City, Hamilton County, Iowa) 1884-1946, 1913-07-01

erage cut $50 it, maximum cut 100
1T.
Mo 1900 feet of IL inch tile, av-
eTage cut 6.10 it, maximum cut 7.80
it.
MILO $50 feet of inch tile, aver
age cut 4.7O it, maximum cut $40
#.
NIL 1000 feet of IL inch tile.
average cut $50 it, maximum cut
lilo it.
Mil 900 feet of s inch tile, aver
age cut 500 #, maximum cut 600
it.
NIP 200 feet Of inch tile, Az
erage cut 500 IT, maximum cut $50
#.
M13 500 feet of IA inch tile. av-
erage cut $40 IT, maximum cut $50
It.
NIB 700 feet OF IL inch tile. av-
arage cut 4.9O feet, maximum cut
$50 1T.
Nib 800 feet of inch tile. aver
age cut $50 TT, maximum cut 400
IT.
MIA SGT feet of inch tile. av-
erage cut 4.1O IT, maximum cut 4.30
TT.
mis- 65 feet of 10 inch tile, av-
erage cut 400 #. maximum cut 40
it.
M16 100 feet of IL inch tile, az
erage cut AGO IT, maximum cut 4.4O
it.
NIT 10 feet of 8 inch tile, aver
age cut 400 IT, maximum cut $50
it.
MIS- 500 feet of inch tile, av-
erage cut 500 1T, maximum cut $50
it.
MIS- 227 feet Of inch tile. aver
age cut 500 It. maximum cut $50
TT.
Increasers: one 80" on 34"': one
27'' on S0''; one "a" on 30"; one
AZ on 49,:
Reducers: one 80" to 27".
Y functions: one c. on g.; one
6" on TO-; one ~ on ~; one 8"
on 12"; one 8" on 49,; one 8" on
So; one 8" on 34"; one TO-. on
1f';, one 1U"'>on 49,; on> here =
34"; one 12' on IA; three IL" on
34"; one IA" on 24"; one IA" on
34"; one Is" on 22"; one Is" on
34"; one COZ on go.
Sewer pipe T functions: one 9"
on g.; one 6" on ~. FIVE g. on
81; two 6" on TO-; three g." on
12"; six 6" on IA; two 6" oHod 6up
two 10" on 12'; one 10" on I4":
one 15' on 22"; two Is" on "a;
one Is" on sO";, four Is" on s4".
Sewer pipe functions: one Is"
on 34".
Sewer pipe intakes: twenty TO-;
three Is" and eight 24".
Special intake: one 24", requires
one 24'' sewer pipe, one Is" sewer
pipe elbow and rs IT. of Is" sewer
| pipe at an average cut of TOO IT.
and max cut of $50 It. For de-
tails see detail sheet showing gen.
eral designs of intakes.
SECTION NO. 6.
Three reinforced concrete bulk
heads. One containing 40 cubic
yards and two containing 1873 cubic
yards each. Contractor Of this sec
tion to do the filling required For
details see plans q sheets).
All intakes to be of sewer pipe
with cemented joints, concrete col
lars and beehives CRATES.
All old tile lines crossed of 7" and
greater to be connected on the or
der of the engineer. Where the old
tile is two feet or more above the
: top OF the new tile. the old tile Is
t 70 be relaid for distance of so It.
Where the new tile runs UP to the
: end Of an old tile line the old tile
Is to be relaid for distance Of so
feet.
= All bids must be by sections only.
} Bids to be on first class salt glazed
vitrifed clay tile only.
: The said improvement is to be
} constructed according to plat, pro-
ole and specifications now on file In
the office of the county auditor OF
said county. A certified check must
l
OF amount bid. Work on Sections
Nos. / and 2 to be commenced on or
before 80 days after letting of cou-
tract and to be completed on or be-
D fore January LIST, 1914. Tile work
to be commenced on or before Jan
= lusry 1st, 1914, and TO be c0mplet-
y ed on or before January 1st, 1915.
Section No. to be built at such
: time az directed hy the on tiuaar in