The Owosso times. (Owosso, Mich.) 1897-1926, 1918-04-26

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, chains. thence 2 deg. as min. Z $751;
chains To a point 1861 chains west of the N
f. corner of said land.
, Length of drain said land is 116t
! chains.
Thence s 2 deg. IS min. Z on the N l-2 Of
, the 8 1-2 of the N Il IA of said Sec. IL
John M Sawyer owner. 40 links, thence
SO deg. so min. + 10:6l chains to point
1912 chains north of the 4 Ia post Of
Sec. IL.
Length of drain on said land is 1l.Ol
chains.
Thence S SO deg so min. e on the N IL
of the w Ia of the N w Ia of Sec. IL
John M. Sawyer owner. $3.50 chains. thence
S 81 deg. e 1l.43 chains. thence S So deg
is min. E SIT chains. thence S 2 deg. $,
min. w links to point 1899 chains east
of the w corner of said land:
Length of drain on said land Is 1904
the w Ia of the N w Ia of Sec. IL, Fran
els w. LaClear owner 9.s7 chains to the
terminus OF the drain at point 20 links
north and 2O.10 chains east of the r Id post
of Sec IL.
Length of drain on said land is s.S,
chains
Total length of the Fairfield No. Drain
is 52.52 chains.
SPECIFICATIONS for the construction of
the Fairfield NO. Drain.
% Center stakes are set as follows Al
the terminus. outlet and all angles of the
drain.
(2) Station stakes and grade hubs are Sc,
every rods along the line of the drain.
(3) Station stakes are numbered conse.
cutively as follows: From o at the outlet of
the drain to 81 plus 81 at the terminus.
(4) Station stakes and grade hubs are set
as follows with reference to the center line
of the drain: 10 to the right from Sta. to
Sta. 20. and 10 links to the left from Sta.
20 to the terminus.
(5) All dimensions are to be measured
from the top of the grade hub at each station
stake.
90 The drain shall be constructed Of tile
as follows: IL inch from stake to stake 20,
10 inch from Sta. 2S to Sta. az plus go and .
inch from Sta. az plus 60 to the terminus.
90 The depth of the drain shall be III
feet or less, to be taken from the profile or
grade table, which are herewith returned and
made a part of the survey records.
| tS) Between stations the bottom shall be dug
to true grade based on the depth at each
grade hub.
(9) The bottom shall be dug to the shape
and size of the tile to be placed therein.
! 10) All tile shall be so laid as to rest on
the bottom of the excavation their full length
! and any rock or stone in the bottom of the
trench shall be removed so as to leave the bot
tom of the tile firm earth foundation.
Q1) All tile shall have good and true joint
with the preceding tile and open joints
cracks shall be allowed
Q2) Should quick sand. other material
giving poor foundation, or having a ten
dency to run in at the joints. be encountered.
the Drain Commissioner or his representative
shall be notified and their special directions
Q3) No tile shall be covered until inspected
by the County Drain Commissioner or his
/ representative.
free from stone or rubbish. shall be care
fully tamped around the tile to bring the earth
level with the top of the tile. when the next
foot of fine earth shall be carefully placed in
the trench and tamped. after which the re-
naming excavated earth may be scraped and
tamped carefully in place. but no stone or
rocks shall be put back in the trench
(15) All angles shall be turned on an easy
curve, beginning and ending not less than two
i rods each side of the angle stake where pos
sibe. otherwise. special angles or bends shall
be furnished.
(16) The right of way for said drain shall
consist of strip of land eighty feet wide.
forty feet being on each side of the above
described route which shall be the center line
of the drain.
40 All work shall be done in a good and
workmanlike manner and shall be approved by
the County Drain Commissioner or his rep
resentative before being considered complete.
Os) Surveyed and leveled Aug. IL and
10. 1917. by order of ALONZO GRIFFIN.
Drain Commissioner of Shiawassee County.
BRUCE ROBINSON. Surveyor.
delivering the following Drain Tile. to.wit:
90 rods IL inch No. l Drain tile.
10 rods 10 inch No. ! Drain tile.
40 rods inch No. Drain tile.
Bids will be received for constructing two
more cement catch basins.
Said Job will be let by sections. The
section at the outlet Of said drain will
be let first, and the remaining sections in
their order up stream, In accordance with
papers pertaining to said drain in the Of
flee Of the County Drain Commissioner Of
said County. of shiawassee, to. which ref
ed, and bids will be made and received
accordingly, reserving the right to let 1t
in one section. Contracts will be made
adequate security for the performance Of
the work, in a sum then and there to be
fixed by me, reserving to myself the right
the completion of such contract. and the
terms of payment thereof, shall be an
nounced at the time and place Of letting.
Notice is further hereby. given that at
such other time and place thereafter to
which I, the County Drain Commissioner
aforesaid, may adjourn the same, the as
sessments for benefits to the lands COM
prised within the "Fairneld No. Drain Special
Assessment District" and appointments
be subject to review for one day, from
nine o'clock in the forenoon until five
o'clock In the afternoon.
The following is description Of the
several tracts or parcels or lana consul
tuting the Special Assessment District Of
said drain, viz:
The Township of Fairfield at large and the
following described lands in said Township.
Section No. lie. Is A. of S. " of s. "a
of N. E. " s. E. IL A: of N. " Of s. of
A. Of f. " of N. e. of s. E. Y exc.
school grounds and lane: N. E. A. of s. E.
II of S. E. "a.
Section No. l2.-W. 80 A. of s. " of N. " |
of N. w. N; N. " of s. w. Of N. w: a;
s. u of S. w. " Of N. w. "; w. " Of s. E:
u of N. w. u; w. 20 A. Of s. v of n. OF
S. w. n; s. W. s A of E. " of S. z. n OF
N. w. Y; w. 20 A. of N. " of N. OF s.
w. "; N. 2h A. of w. A. of N. " Of s.
" of s. w. "a.
All in T. 8 N. r. E..
Now therefore. all unknown or non-resi- |
dent persons, owners OF and persons IN
terested in the above described lands, and |
Chas. H. Carroll supervisor and Truman |
p. Mitchell highway commissioner OF the |
Township of Fairfield.
And you Wright Sawyer. John Sawyer. |