The Owosso times., 1920-11-05
NOTICE OF + LETTING
DRAIN CONTRACTS
THE FAUTH DRAIN
At the Farm Residence of JAMES G. CLINE, on
TUESDAY, NOVEMBER q, 1920.

Length OF drain on said land 3997 Chs
So ks dessees ee; ITnsf TITS Chs n GS''Ss 50 ds
snS srees is9 Chs Chs . s1 line between Secs
Thence 81 degrees W on y Eh NE z
line ss at so ci. lss south 0as of no
IL Length ''0a Of drain on said land 1915 CHI.
and wife. s.s1 Chs; s 2 degrees 80 minutes
! 20 sig Chs; s sa degrees 80 minutes y
Chs; ID degrees Is minutes "'fs' 8 szs = s;ss Gs,
and cross E and w Il line Sec 20. at 6.6s
Chs east Of center of Sec.
Continuing IA degrees as minutes E on w
y Sc a Sec. 20. owner Irwin Mitchell, so
ks; s 81 degrees 10 minutes E 2.65 Chs
degrees 40 minutes W 20 Chs; s Sc degrees
w 352 Chs and cross N and s u line Sec
20 at s;o6 Chs south of center Of Sec.
Continuing SO degrees w on E " SW
Sec 20; owners j.. b: and B. Lewis. s
ks; S l degree 10 minutes w $3.50 Chs S
grees 45 minutes W $40 Chs; S SO degrees
10 minutes in 50 Use SO ks; 20 degrees 40 min;
9tss 91s w.. $50 Chs; S degrees W 10 minutes W
main drain at a point l.50 Chs east and $50
Chs North of w 1-s post between Secs 20
and 20 Bennington Twp.
d.. ~ BRANCH DRAIN t. r4s
drain on u s. W. u Sec. 20, owner. ]. B.
and and B: Lewis. se Thence 12 degrees E 5;2s
and end at outlet of tile off of w ~ s. E. X
said Sec 20. which point is so lks west and
Is Chs north Of u post between Secs. 20
Length of branch drain on said land s.2s
Chs.
Total length of open drain 1O3so4 rods.
Total length of tile drain 221.20 rods.
Total length of drain 3.92 miles.
Specifications for Open Drain
Center stakes are set at the outlet,
terminus and at all angles of the drain.
2CStation stakes and grade hubs are set
every rods along the line of the open drain
and every rods along the part to be tiled !;
are numbered consecutively from at out
let to station 17s ! o.2s:, terminus of main
to station 6-t0 0.2S. its terminus and are
Stakes 0 to 81 inclusive are set Is feet
left of center line of drain.
r,SS. stakes s S2 to ns inclusive are set le feet
,ofs stakes * 7s to IS inclusive are set ie feet
Stakes SO to 97 inclusive are set 1s feet
right of center line Of drain.
Stakes 90 to 129 inclusive are set l6 feet
left Of center line of drain.
feet left and rods apart
Stakes o to e+ OPS on branch are rods
S-The bottom width of drain shall be as
follows:-From outlet to station los shall
De o oi feet and from Sta. los to Sta. 12s
4-The slope of banks shall be 1 foot hor-
Ths to SStb sfSs foot Of Gf 9bs easn tth ,h.
times the depth added to the width of bot
torn
6--The depth of drain shall be as shown
by the profile or grade tables of this drain,
which made a part of the survey records
Between stations, the drain shall be
dug to true grade based on the depth at
s-All measurements shall be from the
tops of the grade hubs or bench marks.
at the face of culverts shall be turned on
an easy curve. beginning and ending not
less than FIVE rods each side of the angle
each side of the angle.
lo-All openings such as road and farm
bitches or natural water courses leading in
to this drain. or locations where bridges are
to be built: must be left unobstructed by ex-
caystions @ deposited from the dredse channel.
drain shall consist of a strip Of land 100
feet feet wide. 50 feet being on each side Of the
above described route; which shall be the
shall be removed from the right Of way far far
within the limits of the right of way. So
that the full width of the drain may have a |
good clean bern of six feet and the spoil
12-Al work shall be done in a good and
manner. and shall be approv- |
ed by the Drain Commissioner or his repre- |
sentative before being considered completed |
Specifications for Tile Part of Drain
Paragraphs 1-2-6-7-S-9-11 and I2 under |
for open drain. Apply also to |
for the tile part of the drain. |
THE drain shall be constructed of tile as |
Sta. 129 L 026 to terminus |
IF main, 10 inch tile. The branch with 6
nch tile
2-One head wall will be required
3-The bottom shall be dug to the shape
and size of the tile TO be placed therein.
4-All tile shall be laid as TO rest on
he bottom OF the trench their full length
md any rock or stone In the bottom Of the
rench shall be removed so as to leave the
,ottom of the tile on firm earth founda-
ion.
5-All tile shall have a good and true Joint
With the preceding tile and no open Joints
IT cracks shall be allowed and the alignment
must be good
6-Should quick sand or other material
irving poor foundation or having a fem
leency TO run in at the joints be encounter
d, the Drain Commissioner or his represen-
ative shall be notified and their special di-
ections shall be followed
mo tile shall be covered until inspected
" the County Drain Commissioner or his