The Owosso times. (Owosso, Mich.) 1897-1926, 1919-04-25
SPECIFICATIONS for the Construction OF
Branch No B OF the Eames Drain. -

drain. T
| l2J Station stakes and grade hubs are set
every rods along the line Of the drain.
(s) Station stakes are numbered consecu.
lively as follows: From o at the outlet
TO sta 40 plus 81 ut the terminus.
| (Q Station stakes and grade hubs are set
as follows with reference to the center line
OF the drain: sta 0 to sta 81, Is links 70 the
left; sta "a TO the terminus, Is links to the
term nus. -
(5) All dimensions are to be measured
from the top of the grade hub at each station
stake.
| (6) The drain shall be constructed of tile
as follows: 10 inch
| "a The depth Of the drain shall be 81
feet or less. to be taken from the profile or
| grade table. which are herewith returned and
made part of the survey records.
| (s) Between stations the bottom shall be dug
to true grade, based on the depth at each
grade hub.
| 90 The bottom shall be dug TO the shape
and size of the tile to be placed therein.
| QO) All tile shall be so laid as to rest on
the bottom of the excavation their full length.
| trench shall be removed so as to leave the bot
tom of the tile on firm earth foundation.
| N1) All tile shall have good and true joint
with the preceding tile and no open joints
cracks shall be allowed
| Q2) Should quick sand. or other material
giving a 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
shall be followed
| Q3) No tile shall be cover red until inspected
by the County Drain Commissioner his
| representative.
| Q4) When covering tile. enough fine earth
| free from stone 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 stone
| rocks shall be put back in the trench.
Q5) All angles shall be turned easy
curve. beginning and ending not less than two
| rods each sid, of the angle stake where pos
| sible. otherwise. special angles or bends shall
| be furnished.
Q6) 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.
| 90 All work shall be done in a good and
workmanike manner and shall be approved by
| the County Drain Commissioner or his rep
| resentative before being considered complete.
Os) surveyed and leveled April 25th and
30th, 1918, by order OF
| ALONZO GRIFFIN.
County Drain Commissioner OF
Sh,awassee County.
BRUCE ROBINSON,
| Surveyor
Bids will be received for furnishing the fol-
lowing Drain Tiles 160 rods 10 inch No.
Drain Tile.
Bids will also be received for the steel neces
sary for three bridges.
| Bids will be received for the cement work for
foundations and wing walls for three bridges
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 the diagram now
said Drain in the office of the County Drain
| Commissioner of the County Of Shiawassee, to
which reference may be had by all parties in:
| terested. and bids will be made and received
accordingly. Contracts will be made with the
| lowest responsible bidder giving adequate
| security for the performance of the work, in a
ing the right to reject any and all bids. The
date for the completion Of such contract, and
the terms of payment therefor. shall be an
nounced at he time and place Of letting.
Notice is further hereby Given. That at the
time and place Of letting or at such other
| time and place thereafter to which !. the
| County Drain Commissioner aforesaid, may
| adjourn the same, the assessments for benefits
| and the lands comprised within the "Eames
Drain Special Assessment District and the
| appointments 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 afternoon).
The following is description of the several
| tracts or parcels of land constituting the spe-
cal assessment district of said Drain. viz:
T. N. R. E. Fairfield Twp.
Sec. Pm. E. "A of S. E. ", exc. N. E. A.
and n VT Sf s. A4s 81 s d T. exc Of 8 s. e. 4
S E. Us; IL A; of E. y of E. Y of s. W.
S 81. 4 a. Of G s. W W of e.c E. NJ e. Of s. A. w. A.
| G II n
S. E. A. of S. E. u of s. w. u.
Sec. 1o;nE; 20 A; Of N E. Y of n W. 4.
W. u of N. E. a. N. Z. 4 Of N. E: ~
Z q N \. E h.NE. u Of s. u. z Of n: Z, Z:
S. ". z Of N. E. h.~E. Il Of S. E. 4. u y
Sec ll-w. y Of n. W. N,IE. y of n. F. F.
z S. j. & & \ =; Us: j. Of $. Z Of i; E {
Is A. Of z Z. Il 4 Of Of 5. W W. Z. 90 a. u l.
E. 10 A. of s. W. Nv; Y of S. E. 4.
y W E. S Of \: E y S n & = & S. e. q ex co.
school lot and lane.
Sec. 12.-w. 4 A. and 8: W: A. Of remainder
W. u Of N. w. rs. u Of S: W: Il Of n.
A. A. q S. Of q N > 4 q 8. VI VI 4 Us VI,
A. of E. II of s. Z. Y Of N. w. Nv.
2s 4. Of N. " Of n; Of s. W. ...WSA 4.
| OF N. ~ OF >. ~ OF D W. M.--V. o n Vi o. ~
of S. " of s. w. "a.
Sec. 1s.-N. w. Z A. Of N. 21h A. Of N. w.
u of N. w; u exc: ~ A. of z; side. w
u of N. E. u of N. Z. A.-N. w. Of N.
+ As. "a Of n F. exc; s; E. 10 Az y
Of N. W. Nv. " of N. w. as. T. \
of N. w. IN. 60 A. Of Z, 2-S OF 3. "; 4.
IN rs A. Of w. 1-8 Of 8. w. Y exc. "a A.
in s. w. corner.
Sec. l6.-N z. 6 A. of N. w. Y Of n: Z:
IN. E. u Of N: e: H.-E, Of 5. OF
W. v Of $. " Of N. +. Nm; 80 A. Of z
of T.. " Of s. Z. IN. so A. Of w. OF T. y
of s. 4. IN. Z. rs A. Of w. " of 8. Z. u.
Now. therefore, all unknown or nonresident
persons. owners and persons interested IN the
above described lands. and you Clarence L.
Van Deusen, Supervisor and Richard III. VII.
iams. Highway CommissiSnsr . Of F uirheI,
B. and VIM. b. Peters. Z. N. Waters Estate
Nellie Sanders, o. F. Eatinger. Mrs. joseph
Brown. M E. williams, C. w. Hsnes, l.. g.
Bates, w. L. Durham, Chas. Coswen and
wife. John Cramer and wife. Fred williams. x
| ID C1.J-;.h TAYLOR. Cha8. II. Carroll