The Owosso times. (Owosso, Mich.) 1897-1926, 1909-05-21


the w "a OF Il d OF sec 10 lying south OF the
angling r. al tCeorge j. and Sertpta Honecker
ownersl and the N u OF e u OF section 80
(George j. and Seripta Honecker owners) 8 98
chains 10 point S.c6 chains east OF the Quarter
post 10 sections 10 and 30.
Length OF drain on said land is s.9e chains
Thence south on the N a of N E \ and N25 a
OF w OF N a OF sec 80 George j. and
Seripta Honecker owners) 1899 chains, thence
> 80 deg T. 1886 chains, thence S so deg E "a "a
CHAINS 10 terminus, terminating in the west
ooroer OF the highway at point 10 links north
and 10 links wes5 OF north % post on The line
between section 90 and 80.
Length OF drain OH said land is 49, 20 chains
chains. ''
SPECIFICATIONS
where said line is traversed by an old drain.
and at every angle.
Station stakes and grade hubs are set every
rods on the right bank going up stream from
Sta. 0 to Sta. 55 and on the left bank from Sta
So TO terminus.
The average depth OF said drain shall be 436 IT.
to.wit:-
From Sta or outlet to sta 1902 plus rs links.
OF outlet TO Tucker Drain, distance OF 204. 75
chains feet and from Sta lC2 plus as links to
terminus a distance Of 925 chains feet.
The width of the top shall be %. so feet or
less 10 be determined by the depth. width OF
bottom and slope OF banks at each grade hub.
Inc slope OF the banks shall be foot each TO
The dimensions OF said drain shall be in &C.
cordance with the profile and grade table here.
records
The right of way shall include strip of land
50 feet VIDE, 40 feet on each side of the above
drain.
Surveyed September IS, 10 and IL, 1905, by
order OF
County Drain Commissioner Of Shiawasee Coun.
ty, Michigan.
ELMER F. JosLIN,
Surveyor.
Commencing at Sta. 1871 Beard Drain said
point being situated 10 links north and IS links
sections 20 and 30 bNR3E.
Thence 81 deg on the hofNEK OF
sec 80 George j and Serepta Honecker owners)
10 links TO the line between sections 30 and 80
at point III links north OF the southeast cor
ner OF said description.
Thence 81 Deg on the VIZ ofNWA
OF Sec ~ "a Graham Estate)5 S4-1O0 chains
thence N 30 Deg E IS 100 chains thence s
IS y Deg f ~ 20 ITO chains to the east line OF
chains north OF the southeast corner OF said
description. Length of drain on said land is
81 IS. 100 chains.
Thence s ssh Deg E on the y OF N w a OF
sec ~ civilian II BURNETT owner 12s7.l0
chains, the nee 10Y Deg E 733 100 chains to
terminus, terminating In the west border Of the
highway at point IS 90 100 chains south and 25
and 80. Length OF drain on said land is 90 80 100
chains. Total length OF said extension is
42 4l.lOO chains. Said extension TO be included
as part OF the original drain.
SPECIFICATIONS
Center stakes are set every eight rods and
every angle. Station stakes and grade hubs
are set every rods on the left bank going up
stream. The average depth of said extension
shall be 49, 100 feet
The width of the bottom shall be as follows
to-wit: From Sta l3l to sta i4s plus I0S links a
plus 1903 links to Sta $50 a distance OF 2 ss. 100
chains Said drain shall be tiled with NO IL inch
vitrifed tile and from Sta l5J TO terminus dis.
lance OF 4 Al 100 chains said drain shall be oper
and two feet wide on tho 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 well
tamped on both sides and to the top of the tile.
A suitable retaining wall of concrete foot
thick and 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 ana to extend from point 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.
A suitable cover with hinges and paddock
shall be placed On said sittwell, all to be ap-
proved by the County Drain Commissioner or
his assistant. II
The slope of the banks to said open Drain
shall be foot each to each foot rise. The
width Of the top shall be IL 42-lO0 feet or less
to be determined by the depth, width OF
bottom ana slope of banks at each grade hub.
The dimensions OF said drain shall be in &C.
cordance with the profile and grade table here
with returned and made q part OF the survey
records. The right of way shall include strip
of land ~ feet deep and 80 feet wide, 40 feet on
each side OF the above described route which
is the center line OF said drain.
Surveyed and leveied March and z, 1909 by
order OF
JOHN BOUTWELL,
County Drain Commissioner Of shiawassee
County, Michigan.
ELMER F. JosL1N
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 interested, and bids will be made and
received accordingly. Contracts will be made
adequate security for the performance OF the
work. in 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
Drain Commissioner aforesaid may adjourn
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 a 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, 8 a
of NV u OF sw u, sc a OF sw 4, sw a OF sw 4.
Section No. II: e Il OF n pit OF s pit OF Sc \;
commencing at Sc corner Of sec IL running W
10 rds n b31s rods 100 rods 53l1 rods TO be.
ginning, o n Of this description.
Section No. 20; eesa Of y Of ne u: eh Of
ne \; 10 q In ne cor of go OF Sc 4.
Section No. "a: 4 OF NV u; sw 4 OF NV q:
sc ofnw wkofeh ofsw 4;nH OF W u
of sw u; W " OF W Y OF ne k;e Xof Of sw
A;s y Of u OF " II OF ne u; 8 y of e " OF ne
A;wM of u OF sc 4; ne Y Of Sc y; Sc y Of