The times., 1889-10-18
STATE OF MICHIGAN, I.

CoUSTY uF >HIAwAss r
AT a session oi Ih. Probate Court for the county
of ~hjawassep holden at the PROBATE once IN me
city of Culunna, on Saturday the Zoth Gay ",
September A. ID one thousand eight hunureo
Present Hon. Matthew Bush, Judge Of Probate
In the matter OF the Application ot the orain COM
missioner of the county OF Shiawassee. IN salu
county for the appointment oil lhree special cn'n-
nissioners 10 d, ternine the necessity for drain
through ce tain lands in said county. ana Tor me
taking of private property for the use and dement,
OF the public for ths pua6oseh p6 thsrer sre,e anu
Where's on The 2Sth day OF September A. u
one thousand eight hundred and eighty nine, an
application In writing was made 10 inns S1nrt y py
the drain commissioner OF the County OF onlawas
see In said county, for the appointment Oi three
special commissioners to determine the necessitV
for a drain through certain lands IN saia county
and described In said application. and for the
taking of private property for the use and penent
of the public Tor he purpose thereon, and the just
com mpeBsaion TO be made therefor. oa.
And Whereas This court did on the Zoth uay OF
September A ID. one thousand eight hundred
and eighty nine, upon due examination OF sueh
application and of all the proceedings therefor
taken In the premises. find the same 10 pe III ac,
cordance with the statute in such c1ses made anu
provided. and did thereupon by an order entereu
therein appoint The 3lst day OF October A. ~ one
thousand eight hundred and eighty-nlne, AT ten
o'clock In the forenoon OF thai day, as the time'
and the office of the Judge of PROBATE In the city
of Coruuna in said county, as the place when
and where hearing upon sueh abplleanoh Woulu an
be had. and did then and there order That all
persons whose lands were 70 be raversed by such
drain or who would be liable TO assessment 10,
benefits in the construction thereoi; ana who nau
not released right of way. and all damages on
account thereof to appear at the time ana piace
designated and show canse, II any tneIe pe'
why said application should not De granted
And Whereas. There is now on nle win Jnis
court a description aud survey OF such Dram
from which description and survey 1t appears
that the commencement, general COURSE anu
terminus of such drain are as loll"Ws: - ~
intp apfis, 4 "A
e of the $ W corner o. sec eight (Sl in I G.
Said point Is witnessed viz: end stone outulenI W
to bridge links, from thence 1874 ueg $40
chains thence 81 deg, 3.53 chains, thence
deg o. 10 chains. thence S 90 deg, e chaihs,
thence 2k deg, e "a chains, thence 10 deg, w
2.30 chains thence lOG deg' i.~u chans' u"s. y
S 7e3< deg, e 200 chains thence z deg :, 70
chains thence SO deg, e chains, tnehce 4.
deg G /. 80 chains, thence 16A deg, e i'Zo ehahs
thence sSA deg chains, tnenSe i 90 heg', nes,
n 2Ul deg S2 chains. thence 81 3.4 deg' c LOU
chains thence 81 "a deg, l. % chains, Thence
745A deg, s.30 chains, thence 5 % deg, ochans M
thence 77k deg, chains, thence 49f ueg, e
q 90 chains, thence q STA deg, $40 chalns 10 tne
n and quarter line of sec nine 90 and e;io chains Us
n of the quarter post. thence io4 ueg,e i''o
chains. thence 81 deg, 500 chains' thence u y
Az deg, q 80 chains, thence n 3IH deg y
chains thence n sS deg, W 2.ii chains, thence 90
deg W $50 chains, thence n 534 deg, chalns
thence N 43 "a deg, W chains, thence ID deg
W 4 chains, thence ID deg, e chains, thence u
4Sk deg, e 3 chains, thence II 5S4 deg, e7 chains
thence n "a S-4 deg, Q 2.62 chains TO the u and $
quarter line of said sec nine again, ana fS inks
south of the center of said sec nne thence II 34-
deg e 33S chains, thence N 42l2 deg, III tO chains
thence 40% deg, 4.Us chains, thence n 10 o
des G A. 02 chains thence 40% deg C ll,O5 cnalns,
thence a 46 S-4 deg, 2542 chains. to point Ia
links south and % links west of the northeast cor
ner of said sec 8, thence deg, 90 nnh ZU95
chains, thence n SO 3D. deg, - chains TO point
near the and quarter line, sec 3, In said tow'i-
shin, and 20 chains of the quarter post TO the
upper end of the drain and Witnessed gz: poplar
sec, n 13 deg, e % links.
Whole length OF the drain, miles and II rods.
The bottom of the drain is TO be feet wide and
slope foot each sdde to each foot rise TO stake
n 40 on the first mile. above there IL is to lie I
feet wide on the bottom and slope foot on each
SIDE to each foot rise TO st 62, distance OF 11d
rods The balance of said drain is to have slope
OF feet on each side TO each foot rise A STRIP OF
land 20 feet wide each side of the center or sur
vey line and feet deep will be required for the
drain and to deposit the excuvated earth upon
Stakes are set rods part and numbered from
the lower end up, and stakes are set at The angles
IL. G. MAIN.
Surveyor
And 1t appearing that :he following described
non resident lands will be crossed by sucn Drain
or will be subject assessment for its construc-
ton.
Therefore. the owners OF the said described
lands tO-wit: The / offs W i of sec Q. the n
4 of n e 4 OF sec is; the II e n e of n y
sec 10: the G \ of n i of sec 40; the OF n {
y of sec 10; the OF nv "a OF sec 10; the u
Of \ of sec 3, and the e 4 OF n W q of sec
ail in town s north Of range east, in Fairfield
township. Shiawassee county. Michigan, and each
of them are hereby cited to be and appear before
this Court at the time and place last above sci
forth and show cause if any there be- why the
said application for the appointment of three
Special Commissioners as aforesaid should not be
granted MATHEW BUSH,
Judge of Probate