The Owosso times. (Owosso, Mich.) 1897-1926, 1919-05-02
SPECIFICATIONS for the Construction Of
Br nch No 8 Of tho Eames Drain.

SPECIFICATIONS for the Construction Of
Bra nch No of tho Eames Drain.
Q) Center stakes are set a. follows: Al
the terminus. outlet and all angles Of the
drain.
~ Station stakes and grade hubs are set
every 4 rods along the line of the drain.
(S) Station stakes are numbered consecu-
lively as follows: From at the outlet
TO sta DO US 81 at the terminus.
| 90 Station stakes and grade hubs are set
as follows with reference to the center line
of the drain: sta o to sta "a, 10 links to the
left; sta ~ TO the terminus, 10 links to the
| term nus.
| 90 All dimensions are to be measured
from the top of the grade hub at each station
stake.
(e) The drain shall be constructed Of tile
as follows 10 inch
| (7) The depth of the drain shall be 81
feet or less. to be taken from the profile or
| grade table. which herewith returned and
made part Of the survey records.
| (8) Between stations the bottom shall be dug
to q true grade. based on the depth at each
grade hub.
(s) 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 reJt 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 on a firm earth foundation.
Q1) All tile shall have good and true joint
with the proceeding tile and open joints or
| cracks shall be allowed.
| Q2) Should quick sand. other material
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.
/ NJ AL.
by the County Drain Commissioner or his
| representative.
uD 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 ann excayated earth may be scraped and
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
rods each sid. of the angle stake where pos
sibie. otherwise, special angles bends shall
be furnished.
Q6) The right of way for said drain shall
consist of a 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.
QO All work shall be done in a good and
workmanlike manner and shall be approved by
the County Drain Commissioner or his rep
/ considered complete.
Gs) SURVEYED and ieveled April 25th and
ALONZO GRIFFIN.
| County Drain Commis sioner OF
| Shiawassee County.
BRUCE ROBINSON,
Surveyor.
lowing Drain Tile: 160 rods 10 inch No.
Drain Tile
Bids will also be received for the steel neces-
| sary for three bridges. 80
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 q
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 thereafter to which /, the
| County Drain Commissioner aforesaid. NAV
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-
| cial assessment district of said Drain, viz:
T. 8 N. R. 1 E. Fairfield Twp.
Sec. IN. E. y Of s. z; v, exc. N: E. 5 A.
and N. w. As. u of s. - of s. E. Y
exc. E. Is As. E. 10 A. of NJ w. Y OF
E. AS: IL A: of E. u of E. II of S. W.
rs S ". i a. Of & s. " OF sas E. NJ e. Of s. w. \,
S. Sec E. 40 A Of 8. e j Of s. e ". Z )" 10 A.
wv W. u E. o. e q. A F. Of IS $. e N \; v. IN
q n. E. HEE. q 20 Of s. ". Y q NJ q E. Y
w: y Of s: Z: Y exc: S. W: 5A.-W. u OF
S. w. Y of N. E. H.-E u of s. E. u.
n SEE 10y " N e. e. T. s w NJ H + i'm Of n E
Wv. 50 4: Of s. W Wv. g a. 4. Of Of E. E.
Is A. of E. n of s. w. u.
E. 10 4. Of s. y. Nv; y of s. 2. T..
s. s.. e. e. I =: 4 # # :. 4 S. E. F. .. Of
school lot and lane.
| Sec l2.-W. 4 A. and s. w. 4 A. of remainder
of s. u of N. " of N. w. An. Y of S.
W. y Of N. w. as: " of S: W: Il Of N.
w. A...W " Of s. =. Of n; w; A;-W: 20
4. Of Of s Of Of N s. T. q s. Of w n VS. " wv W
q A. A. e Of \ q II IS w. Of Nv a. " s. 4
| of s. u Of s. w. "a.
u Of N. W. Il exc. liz A. off Z. side i'd "a ~ w.
Sec. 14.-E. u of N. E. u of N. E. Nv.
y Of NJ: E: of N: E. An. w. u of N.
Z. Us. u Of N. E. exc. S. E. is A.
N. w. 35 A. of w. ~ Of S. E. An. e u
Of n. w. Nv. " of N. w. Us. e "
of N. w. IN. so A. of E. 2-3 of s. w. VI.
IN: IS A. of w. l-s Of S. w. " exc. u A.
| in s. w. corner.
Sec. 15.-N. E. s A. of N. w. u of N. e.
IN. e. "a of N. e. Ne. n of s. " of
II: =. y exc, N: W. 3 4. and s. =. s <. Of
w. " of S. " of N. E. Nm. 80 A. of e. X
of f. " of s. E. IN. 80 A. of w. ~ of e. u
Of S. E. An. z. rs A. of w. " of s. Z. ".
Now, therefore. all unknown or nonresident
persons. owners and persons interested In the
| above described lands, and you Clarence T.
Van Deusen. Supervisor and Richard H. VIII
/ liap,o ~