The Owosso times., 1920-11-12

~.
Continuing IL degrees 45 minutes w on
s. ks: degrees W W % i7is Chs; ; IS,'as 50 de
and 20 at 1.94 Chs North of Is post.
,,, Length of drain on said land 2s91 Chs.
Shenes Sas 20 81 degrees s0Sr.I. W on E NE
line of section.
Thence 6s degrees 80 minutes W on w
u N. r: said Sec. 20, owner A. P. Strong
and wife, 9.el Chs; s degrees 80 minutes
e:7s Chs; S s degrees 20 minutes % W 1.ss
and cross E and w a line Sec 20. at 6.6S
Chs east of center of Sec.
Length of drain said land 1855 Chs.
Continuing S Ia degrees 45 minutes on w
y Sc q Sec. 20. owner Irwin Mitchell, SO
ks; s 81 degrees 10 minutes 2.65 Chs |;
46 degrees. Is minutes w 6.74 Chs; S 46
degrees 40 minutes w 20 Chs SO degrees
W $50 Chs and cross n and a line Sec
20 at 9.05 Chs south of center of Sec.
Length of drain on said land 1873 Chs.
Continuing S sc degrees w on Z "a S. w.
Sec 40 s.Srvn owners rs J; B. and ID B. LEWIS.
SO degrees 80 minutes w 2.99 Chs; AZ de-
grees 45 minutes w $40 Chs: SO degrees
tsI 10 mTutes W 90 Cb So ks; 2s degrees 40 min;
77O Chs; N s5 degrees w 944 Chs and end
main mai drain drain at point I5o Chs east and $50
and 20 BENNINGTON Twp.
Length of drain said land 1916 Chs.
BRAxCH DRAIN
drain on E = S; W. Z Sec: 20, owner, j. B.
Chs; S 80 degrees so minutes l.02 Chs,
and end at outlet of tile off of w u S. f. a
said Sec 90 which point is so ks west and
and 30
Length of branch drain on said land e.2s
Chs
Total length of open drain 1Oss.04 rods.
Total length of tile drain 221.2O rods
Total length of drain 1892 miles.
Specifications for Open Drain
l-Center stakes are set at the outlet
terminus and at all angles of the drain
2-Station stakes and grade hubs are set
every rods along the line of the open drain
and every rods along the part to be tiled !;
let to station 17s = OPS, terminus of main
drain and from 0 at outlet of branch drain
to station e. 0.2s. its terminus and are
Stakes 0 to 81 inclusive are set 16 feet
left of center line of drain.
Stakes 81 to 7s inclusive are set 16 feet
right of center line of drain.
Stakes 70 to sS inclusive are set 16 feet
left of center line of drain.
Stakes SO to 81 inclusive are set 1e feet
right of center line of drain.
Stakes 90 to 129 inclusive are set 16 feet
left of center line of drain.
Stakes 130 to terminus inclusive are set
feet left and rods apart.
Stakes 0 to \ 0.28 on branch are 4 rods
apart and 8 feet to left.
follows From outlet to station los shall
be feet and from Sta. los to Sta. 129
plus 26 lks. feet.
4-The slope of banks shall be l foot hor-
izontal to each foot of earth.
5-The width of the top shall be two
times the depth added to the width of bot
6-The depth of drain shall be as shown
by the profile or grade tables of this drain,
which ~ are made part Of the survey records
dug to a true grade based on the depth at
each grade hub.
S-All measurements shall be from the
tops of the grade hubs or bench marks.
9-All angles not affecting the highway or
at the face of culverts shall be turned on
less than five rods each side of the angle
stake. except in case of tile DRAIN in which
case the curve may commence two rods
10-All openings such road and farm
bitches or natural water leading in
to this drain, or locations where bridges are
cavations deposited from the dredge channel
1.-The right of way required for the
drain shall consist Of strip of land 100
feet wide, 80 feet being on each side of the
above described route, which shall be the
center line of the drain.
-, IH1All trees. rocks brush, stumps etc.
enough from each side of the center line and
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
banks shall be in the cleared area
12-All work shall be done in a good and
wor rSmanlke 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 IL under
specifications for open drain. Apply also TO
specifications for the tile part of the drain.
THE drain shall be constructed of tile as
follows From Sta. 129 l. O.26 to terminus
of main, 10 inch tile. The branch with 6
inch 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.
All tile shall be so laid as TO rest on
the bottom of the trench their full length,
and any rock stone in the bottom of the
trench shall be removed as to leave the
bottom of the tile on firm earth founda-
ton
5-All tile shall have a good and true Joint
with the preceding tile and no open Joints
or cracks shall be allowed and the alignment
must be good.
6-Should quick sand or other MATERIAL
giving a poor foundation or having n ten
dency to run in at the joints be encounter
ed. the Drain Commissioner or his represen-
tative shall be notified and their special di-
rections shall be followed.
mo tile shall be covered until inspected
by the County Drain Commissioner or his