The Owosso times. (Owosso, Mich.) 1897-1926, 1909-05-28


Thence east on the line between the above
last description and the OF w \ of sec ls
Myron K. Beard owner ~ 43 chains to the
quarter post between sections 10 and 80.
Length OF drain on said land Is 2o.43 chains.
Thence east on the line between that part of
the w "a OF 5 a OF sec 10 lying south OF the
angling road George j. and Sertpta Honecker
ownersl and The N u of N e u OF section 30
chains TO point $50 chains east OF the Quarter
post to sections 10 and 30.
Length OF drain on said land is 6. SO chains.
Thence south on the N n of N f 4 and N 25 a
Serlpta Honecker owners) 1889 chains, thence
% deg Il 796 chains, thence So deg e "a "a
ehains 10 terminus, terminating in the west
border OF the highway at q point 10 links north
and 10 links wess OF north "a post on the line
between section 90 and 80.
Length OF drain on said land is AZ. 20 chains.
Entlre length OF drain is miles and % 90
chains.
SPECIFICATIONS
Center stakes are set every rods. except
where sald line Is traversed by an old drain
and at every angle.
Station stakes and grade hubs are set every
sta 0 10 Sta. So and on the left pank from Sta
IS to terminus. Wa ''"
The average depth OF said drain shall be AZ It.
to-wit:- w. '0''"'
From Sta or outlet to Sta lO2 plus rs links
or outiet 10 Tucker Drain, distance of 204 70
terminus distance OF 5925 chains 3feet
The width of the top shall be % 80 feet or
iess 10 De determined by the depth. width OF
bottom and slope OF banks at each Grade hub
each foot RISE N W
The dimensions OF said drain shall be in ac
cordance with the profile and grade table here.
records. 0'
The right of way shall include strip OF land
oo leet Wiue, 80 feet on each side OF the above
nyhf nh 4,e 4.
drain ~ " '"i"
Surveyed September is, IS and IL, 1908, by
order OF ~ ANo' ~
County Drain Commissioner of Shiawasee Coun.
ty, Michigan.
ELMER F. JosLIN,
Surveyor.
Commencing at Sta. 1871 Beard Drain said
point pelng situated 10 links north and IS links
sections 20 and 30 4 5NR3E.
Thence 81 deg E on the N %.ofNEL OF
sec 81 George j and Serepta Honecker owners)
10 links to the line between sections 30 and 30
at point 10 links north of the Southeast cor.
ner of said description.
Thence 81 Deg L on the N VIZ ofNWh
OF Sec ~ "a Graham Estate)5 84-IOO chains
snence 80 Deg E 3 IS 100 chains thence s
the above described land at a point 30. 100
chains north OF the southeast corner of said
description. Length Of drain on said land is
Thence s Ssh Deg on the E OF N 4 OF
Sec 20 (William H BURNETT owner) i2y7.lOo
CHAINS, tht nee 704 Deg E 733 100 chains to
terminus, terminating In the west border of the
nagnway at point 10 90 100 chains south and rs
links west OF the quarter post to sections 20
and 30 Length Of Drain on said land is 20 30 100
CHAINS. Total length OF said extension is
~ 4l-1OO chains. Said extension TO be included
as part OF the original drain.
SPECIFICATIONS
Center stakes are set every eight rods and
every angie. Station stakes and grade hubs
are set every rods on the left bank going mn
stream. The average depth OF said extension
shall be 100 feet
The width of the bottom shall be as follows
to-wit: From Sta 1871 to sta l4S plus los links a
distance of IS s 100 chains 8 feet from Sta las
plus los links to Sta 100 a distance of 2 92. 100
chains SAID drain shall be tiled with NO II inch
vitrihed tile and from Sta $50 to terminus a d 9.
lance OF Al 100 chains said drain shall be oper
and two feet wide on the bottom.
All tile shall be laid on true and even bot.
tom.
All excavated earth shall be put back in the
trench by the contractor and shall be we'll
tamped on both sides and to the top OF the tile
suitable retaining wall OF concrete 1 foot
thick aud 4 feet wide extending from point
six inches below the grade to the surface OF the
ground shall be built around the lower end of
the tile. Also suitable concrete catch basin
feet square, inside measurement, with inch
walls and to extend from point 2 feet below
the grade to the surface of the ground with
suitable openings protected with grating shall
be constructed at the upper end OF said tiled
portion.
suitable cover with hinges and paddock
shall be placed on said sittwel all to be ap.
proved by the County Drain Commissioner or
his assistant
The slope OF the banks to said open Drain
shall be foot each to each foot rise. The
width OF the top shall be 12 42-l00 feet or less
to be determined by the depth, width Of
N m al nfh a mi oata oa,fr do h,,h
The dimensions OF said drain shall be in &C
cordance with the profile and grade table here
with returned and made part Of the survey
records 70 the right OF way ~ shall include strip
each side of the above described route which
is the center line OF said drain.
Surveyed and leveed March and Z, 1909 by
order Of
JOHN BOUTWELL,
County Drain Commissioner Of shiawassee
ELMER F. JosLIN
Surveyor
Said job will be let by sections. The Sec
ton at the outlet OF said drain will be let
first. and the remaining sections in their
order up stream In accordance with the dia-
gram now on file with the other papers per-
tanning TO said drain. In the ONCE OF the COun-
ty Drain Commissioner OF the said county Of
Shiawassee to which reference may had by all
parties int crested, and bids will be made and
with the lowest responsible bidder giving
adequate security for the performance OF the
work. in q sum then and there to be fixed by
me, reserving to myself the right to reject
any and all bids. The date for the completion
of such contract, and the terms of payment
therefor, shall and will be announced at the
time and place Of letting.
Notice Is further hereby given, that at the time
and place OF said letting, or at such other time
and place thereafter to which l. the County
the same, the assessments for benefits and
the lands comprised within the BEARD
Drain Special Assessment District" and
the appointments Thereof will 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 Speci
al Assessment District OF said Drain, VIZ: The
Township OF Perry at large: Section No. 10, n
ofnw ofsw Sc 4 Of sw 4, sw 4 Of sw \.
Section No. IL: u OF n pit OF pit of Sc X;
100 rds n 5315 rods 100 rods 5S1 rods to be.
ginning, o n Of this description.
Section No. %; Q So q of W n OF me u: " OF
ne u: 10 a in ne cor OF o 90 OF SO u
Section No. "a: Il OF NV a; sw 4 OF NV u:
Sc d Of NV a; VIZ Of Q n Of sw 4; n a OF W y
of sw u; W y OF W y OF ne k;e n OF Q X OF sw
Ass Y OF u OF W u of ne 4; 8 4 of e " OF ne
k;wM Of W X OF Sc u; ne 4 Of sc u; Sc u OF
Sc = and a OF " Il Of Sc h.