The times. (Owosso, Mich.) 1882-1897, 1891-08-21

W IL links to the south line OF section 20 to a
point 77-l00 chains west OF the corner and
| across the W u wv a of section 2S and the y
u OF section 80, T5NcRS T. and there is
176 2l25 rods of this drain on these descriptions
| and the surface excavation will be IA feet wide.
thence is deg Q 10 93l00 chains, thence 5 69JS
| deg I $500 chains thence 16k deg l6-l0O
chains TO the east line ofnekn of section
| 30, TON r to a point 80 links north of the
| corner; there is "a rods of this drain on this
description, and the surface excavation will be
| II feet
No. 81. Thence 72 deg chain 81 links,
| thence $3.50 deg 10 chains 12 links TO point
| on the east line OF the n OF the W %nw Y OF
section SS. N X Il, IS links north of the
| southeast corner; there is 81 1925 rods of the
drain on this description and the surface excava-
ton will be ID feet.
No 80. Thence 42k deg ed chains and II
| links, thence 67A deg chains and az links,
| thence ;6k dege chain and rs links, thence
| o3H deg chains and Ga links, thence 36R
He e iS chains and and links thsaee s DEF 81
thence deg 10 min W 4 chains and % links,
thence s. Tx deg wa chains and SO links, thence
| 30 deg 35 min W chains and 81 links to point
on the east and west 4 line Of section SO and 8
chains and q links east of the corner ofthe e
y ofthee y Of w y Of said section; there is
of the \ of said section 80, T5NR Z and the
surface excavation will be Effect.
No 33. Thence So deg 35 min w3 chains, SO
links, thence deg g chains, n links, thence s
20 deg chains, IA links to the west line of the
Q OF the X of sw x of said section 80; there is
~ 15-2o rods OF this drain on the above descr1p.
ton and the surface excavation VIII be 10 feet
wide; the drain intersects said west line at q
| point chains 43 links south Of the northwest
corner OF said description.
ofthe ex Of the 4 Of the sw \ and the east
line Of the Of Of Of said section ss tUs s 81
the drain along this line; the surface excavation
No. IS. Thence 81 deg WI chains, es links;
this course leaves the east line of the south part
of w of X sw of said section 33 at point
90 chains and 10 links south of the e and W u
line Of said section, thence s IA deg 25 min W 10
20 to o Ss soatS
east corner of said last description section 80
in T Mr. E, said point being witnessed by b
- iss5 rods of drain on this DESCRIPTION and the
surface excavation will be IL feet.
The whole length of this drain is 1888 1926 rods.
The width of the bottom is to be 8 feet from the
lower end at stake on the west line of section
30 Il N r to stake NO. 173 or to and W
of section in % N RS r, distance of 1876
rods from said stake NO. 113 to stake No. 347,
distance Of 1892 rods; is to be feet wide on the
bottom and from said stake No. 347 to the upper
end OF the drain on the south line of the county
is to be feet wide on the bottom distance of
491 1896 rods. The drain is to slope one foot on
each side to each foot rise the wholelength.
20 feet on each side of the center line of said
drain will be taken for the drain and to deposit
the excavated dirt on.
The depth Is shown by the profile and grade of
this drain
Surveyed September A. ID. 1889 and July 1891
by Ezra Mason Surveyor and by III. G. Main,
Surveyor.
Said job will be let by sections The section
ut the outlet of the drain will be let first, and
the remaining sections in their order up stream,
in accordance with the diagram now on file with
the other papers pertaining to said drain, in the
office OF the Co. Drain Com. to which reference
may be had by all parties interested, and bids
will be made and received accordingly Con-
tracts will be made with the lowest responsible
bidder giving adequate security for the perform
ance Of the work, In sum then and there to be
fixed by me, reservng to myself the right to reject
any and all bids. The date for the completion OF
such contract, and the terms OF payment there
for, shall be announced at the time and place Of
letting.
Notice is further hereby given That at the
time and place Of said letting, will read the
per cent subject to correction and at the farm OF
e. S. Robinson on section Q, in the township of
Antrim at 10 o'clock in the forenoon Of Wednes-
day, September 2, or at such other time and
place thereafter to which l. the Drain Commits
sioner aforesaid, may adjourn the same, the
assessment for benefits and the lands comprised
within the Looking Glass River Drain Special
Assessment District" will be subject TO review
The following is description OF the several
tracts or parcels of land constituting the Special
Assessment District OF said drain, viz; The sw
fri Il OF sec 30 the VIZ SEX sec 80, the ne y of Sc
sec &c. the sell of sex of sec 30, the eH eH of
nw4 of sec 81, the VIZ of neA of sec 3D. the en-
OF ne 4 sec 81, the "a acres VIZ swS sec 30, the
mex Of sw4 sec 80, the nwA seA sec 80 the eh
seA sec go, the ny swI Of SEX sec 20, the sH sw
\ SEX sec 20, the sH sex sw4 sec 80, the pit n
pit sex sw4 sec 80, the nw1 of sex sw4 sec go,
the center pit wy sw4 sec go the $ pit VIZ OF sw
sec 90, the nw4 nw4 sec 32, the mex nwl4 of
sec 81, the n16 mex sec 39, the sex mex sec 30.
the swA neA sec 81, the W pit sell mex sec 32,
the swA nwk of sec 32, the nw4 of sw4 of sec
30, the eH of sw4 of sec 81, the NV pit of sex 20
acres sec 80 the sh seA sec 80, the n 62h acres
VIII swM sec 49, the S IN VIZ sw14 sec 49, the
\ sw4 sec 80, the VIZ sex sec 80, the wy nw4
sec 80, the en- nwA sec 80, the VIZ neA sec 33,
all in T N R3E Shiawassee township and the
w Gull nfC GO a o. gNyH nf M W =
e4 of sec 3, the wa nwl4 sec 3, the c y NV sec
3, the nw4 of ne \ sec 3 the n56 nw14 sec 10,
the mex sec 10 the s2s nwA sec 10, the IVY sec
sec 4, the ne4 nw4 sec q, W 1917 acres of mex
sec 4, the sw4 NV \ sec 4, the wy sex nw4 sec
4, the sw4 sec 4, the se14 sec 4, the n pit NV fri
"a So acres sec s. the NV pit ne fri 4 sec 5, e pit
pit ne fri h "a acres sec D. the W pit pit pit NV
fri \ 80 acres sec 3, commencing 81 rods of ne
corner of NV \ 80 rods W Soy rods n SO rods
SO rods % acres sec 3, W pit pit n pit ne fri sec
5, the pit pit n pit ne fri \ sec 5, sw4 nwA sec
5, sex nw4 sec B. sex mex sec 3, the mex sw4
sec 5, the W big VIZ sex sec 5, ~ Wa sex
mex sec g. the VS. ma swH sec 8, the e5s sw4
secs, the nwl4 se4 sec 8, the ne X sex sec s,
sec s, mex nwk sec 8, the nK nw2 sec 8, n16 ne
sec o, So nw1 sec g. M 81 mex sec9, sh SIC
mex sec'9 VIZ sw4 sec 9, eT swR sec D. wy Sc
\ sec 9,eX SEX sec Q, the n Sic nwl4 sec 49, S
il-16 nw1 sec Is VIZ sw4 sec Is, eK sw4 sec Is,
VIZ sex sec Is, the nwk nwH sec IL, e% nwR
sec IS, nel4 sec 16, nw& swk sec Is, mex swl4
sec 10, ma sea sec 10, 81 SWt1 sec TO- sWa SEA
sec IS, SEX sex sec IS, the MA VIZ nw4 sec 81,
mex nw4 sec 81, nwA ne4 81, neH neT sec
81, sss wy nwA sec 81, SEX nwA sec2l, swM neA
sec 81, seq mex sec 81, nwl4 swA sec2l, wy VIZ e
eN sec 81, en-, WV seA sec21 eh sen sec 81, VIZ
sw14 swA sec21, eH swA swA sec Fl, the VIZ NV
Il sec %, en- nwA sec 22, WV mex sec ~, VIZ swH
sec %, eX swL sec ~, VIZ sex sec22 the wa NV
II sec IL, esS nwl4 sec IL, VIZ nek sec IL, eH ne1
sec IL, n12 swH sec H. sk swA sec II, sex sec IL,
nw1 ne1-4 sec co. n% eK ne Id sec 90 sas eK ne Ia
sec 90 NV Id Sc IA sec 90 n5s en- Sc Id sec 20, en-
Sc Ia swd4 sec 90 sw Ia Sc IA sec 20, So eK sc Id
sec 90 the W Il ne 1-4sec 30, VIZ Ell ne 14sec 49, e
n e% ne Ia sec 20, eK sw IA ec29 wy Sc IA sec
20, eH sc Ia sec 49, the 4 NV Ia sec 32, eK nw14
sec 33, VIZ ne Ia sec 80, ne lane Ia sec 30, sc Id
ne II sec 49, sc Ia sec 81 the VIZ NV Ia sec 81 ek
NV Ia sec %, VIZ sw IA sec "a, ek sw Id sec27,
the W NV Ia sec %, e19 NV Ia sec &c. ne Id sec
49, VIZ sw Ia sec 49, eH sw Id sec 20, wy sc Id sec
20 ek Sc IA sec %, the VIZ NV Id sec 80, eH NV
Ia sec 49, NV Id ne Ia sec 49, sw Ia ne sec 80,
n ne Ia sec 49, w5s wa sw Ia sec 80, VIZ eH sw
IA sec 49, EN- y sw Ia sec 80, NV IA sc Ia sec 80,
81 VIZ Sc IA sec 80, IN Sc Ia sec 33, the eH nw1
sec 81 sw 1-4pw Ii sec "a, WV sw Ia sec 81 7-16
eH sw Id sec "a, 916e sw Ia sec a. all in T5 N
R3E, Antrim, Shiawassee county.
Dated this 18th day Of August A. d. 1891.
II MASON,
County Drain Commissioner of the County of
Shiawassee