Alma record., 1913-05-15


shall be feet from station to 80; 6
feet from 80 to 60; feet from 60 to
100; feet from 100 to $50; 3 feet
from $50 to 2O1 and feet from 201
to the upper end.
CD The banks for the most part
are not to be disturbed, except where
the bottom width is at present too
narrow, where the usual slope of
banks of ~ feet horizontal to 1 foot
vertical shall be adhered to, and
when the alignment by reason of
wash has become irregular shall be
Strengthened.
ca The work is divided into 100
rod sections, except section II which
is 430s rods; section 1s which is 72
rods; section "a which is 1928 rods
and section 25 which contains .9O.52
rods.
(5) The construction of the high
way bridges will be left to the High
way Commissioner of the township.
CO. All excavations shall be re-
moved at least feet from top edge
of bank and spread, except where
drain runs parallel to highway, in
which case as much dirt shall be
spread and levelled on each side of
the center line thereof as shall be re-
quired by the Highway Commissioner
of the township. All timber and
brush within the limits of excavation
and BERN shall be cut and removed
beyond the limits of excavation and
within the right of way. No timber
shall be covered by excavation.
() Suitable openings shall be left
or made through the depositions of
earth to afford a free passage of sur
face water at such places as the gen.
eral surface may demand.
(S) The depth Of drain is mea-
sured from level of grade hubs and
is given in feet and tenths as shown
by the profile. The center cuttings
from the present ditch bottom to the
grade are also given at every other
station and are also shown on the
profile which is made part of these
specifications and may be seen at the
Drain Commissioners office.
(9) The total length of drain is
4S2.72 chains.
Said work will be let by sections
The section at the outlet of said
drain will be let first and the remain
ing sections in their order up stream,
in accordance with the diagram now
on file with the other papers pertain
ing to said drain in the office of the
County Drain Commissioner of the
County of Gratiot to which reference
may be had by all parties interested,
and bids will be made and received
accordingly. | reserve the right, how
ever, to sell all of said drain, or any
number OF sections of said drain, as
one job, if deemed advisable on day
of sale. Contracts will be made with
the lowest responsible bidder giving
adequate security for the performance
Of the work, in sum to be fixed then
and there by me, reserving to myself
the right to reject any and all bids.
The date for the completion of such
contract and the terms of payment
therefor shall be announced at the
time and place of letting.
Notice is Further Hereby Given,
That at the time and place Of said
letting or at such other time and
place thereafter to which |, the Coun-
ty Drain Commissioner aforesaid,
may adjourn the same, the assess
ments for benefits and the lands COM
prised within the No. 113 drain special
assessment district, and the appor
tionments thereof will be announced
by me and will be subject to review
for one day, from nine o'clock in the
forenoon until five o'clock in the af-
ternoon. The following is a descrip-
ton of the several tracts or parcels
of land constituting the special as
sessment district Of said drain, to wit:
Township of Sumner.
S. 4 of Z. Z of NE d Sec. lie. A.
Potter
f. 4 or NE. a of Sc. 4 Sec. lie.
a. Potter.
Sc. d of Sc. Il Sec. I'm. A. Pot
ter.
w e of NE. Il OF Sc. Il; E. Il of
NV 4 of Sc. 4 and SW. 4 Of
Sc. Il Sec. 11-Mrs. H. M. Page.
s. 4 of Z. y of SW. 4 Sec. lie.
Mcnamara.
5. = of SW d of SW. 4 Sec. IL
Mrs. r. A. Gee.
Sc. Il of NV. Il of NV. 4 Sec. 70
&C. w. Ruthnuff
w. 4 of SW. 4 of NE. Il of NV.
II Sec. 12-I Rice.
SW. 4 of NV. 4 and NV. 4 of
SW. Il Sec. 12-G. L. & ]. Rocka-
fellow.