The Owosso times., 1920-11-19

Lensth Of drain on said land ss.s7 Chs.
Nw A.. sw asslss. sss " s chs osSs q Ss
and 20 at Isa Chs North Of 'fsNs IS pess' ss' q
Thence N 81 degrees w on N a Ell NE 4
Is line Sec: 20 at 1880 Chs south Of north
=, Length Of drain on said land 1915 Chs.
Thence 6s degrees 80 minutes w on w
$40 Chs: S, 8 degrees 20 minutes W l.ss
.nd snS mnutss ns Sec Sas ae css
Chs east of center of Sec.
Length of drain said land 1855 Chs.
ks: S 81 degrees 10 minutes E 2.65 Chs :
46 degrees 10 minutes w STA Chs; S 46
w 3.52 Chs and cross N and s u line Sec
20 at EOS Chs south of center Of Sec.
ks; S / degree 10 mi minutes G S " s.5s S; Chs; s
@ sssFss; Is minute. 80 %nv'' so 2ss Chs d.ss
10 minutes w 50 lks; 20 degrees 40 min
gtes y sc " $50 Chs; $ 8 degrees 10 minutes W
main drain at point 1.5o Chs east and $50
Chs North Of w 1-s post between Secs. 20
and 20 Remington Twp.
BRAXCH DRAIN
drain on E Il S.w. Il Sec. 70. owner. J. b.
and B; Lewis. Thence S IL degrees E 5.2s
Chs Chs; .Is $ 80 .s degrees 50 minutes i.o2 Chs,
1920 Chs north Of 4 post between Secs. 20
and 29.
:. Length of branch drain on said land s.2s
Chs.
Total Total length length Of open drain Ioss.o4 rods.
Total length OF drain 3.92 miles.
Specifications for Open Drain
l-Center stakes are set at the outlet.
terminus and at all angles Of the drain
= rs Station stakes and grade hubs are set
and every rods along the part to be tiled !;
are numbered consecutively from o at out.
Sr., let to sta station l7s o2s. terminus of main
to station +o.2s. its terminus and are
left Of center line of drain.
right Of center line. Of drain.
left Of center line Of f'e draiH. are set 10 feet
right Of center cen line of drain.
. Stakes IsO to terminus inclusive are set
feet left and rods apart.
Stakes 0 to 6 i 0.28 on branch are 4 rods
apart and 8 feet to left.
3-The bottom width Of drain shall be as
be feet and from from Sta. 0f los to st Sta 'ns ias
plus 26 lks. feet.
The slope Of banks shall be 1 foot hor-
6-The width Of the top shall be two
times the depth added to the width Of bot
. s--The depth Of drain shall be- as shown
by the profile or grade tables of this drain,
which are made a part Of the survey records.
d,G ne'ween 90 en-, sta.,1ns aaI tns drain shall be
each grade hub.
SAN measurements shall be from the
.9---An angles not affecting the highway or
at the face of culverts shall be turned on
an easy curve. beginning and ending not
stake. except in case Of tile drain. in which |
case the curve may commence two rods |
each side of the angle.
bitches or natural water courses leading in
to this drain. or locations where bridges are
.avations deposited from Sseu the dredse channel % s
1.-THE right Of way required for the
drain shall consist Of strip of land 100
feet wide. 50 feet being on each side of the
above described route, which shall be the
,enter line of the drain.
1aIAll trees, rocks. brush, stumps ETC..
enough from each side of the center line and
within the limits OF the right of way. So
hat hat the full width of the drain may have
banks shall be in the cleared area
12-Al work shall be done in a good and
vorkmanlike manner. and shall be approv-
ID 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 l2 under
'pecifcations for open drain. Apply also TO
for the tile part of the drain.
THE drain shall be constructed of tile as
ollows:-From Sta. 129 ! 0.26 to terminus
" main. 10 inch tile. The branch with
nch tile.
2-One head wall will be required
3-The bottom shall be dug to the shane
md size of the tile to be placed therein.
All tile shall be laid as to rest on
he bottom of the trench their full length
md any rock stone in the bottom of the
rench shall be removed as to leave the
,ottom of the tile firm earth founda-
ion.
5-All tile shall have 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 a poor foundation or having a ten
ency to run in at the joints be encounter
d. the Drain Commissioner or his represen-
ative shall be notified and their special d-
ections shall be followed.
mo tile shall be covered until inspected
" the County Drain Commissioner or his
representative.