The times. (Owosso, Mich.) 1882-1897, 1891-08-14

section is and there is 14S SIS rods on these de.
| scriptions; surface excavation is IA feet.
No. 81. Thence 81 deg 20 e6l0o chains to
c che sou east 1 of IN corner Of of
said section 10; there is 81 625 rods of this drain
| on this description and the surface excavation
will be ID feet.
No. 20. Thence 10Y deg 16-iOO chains,
| thence 5Sh deg W 3S.l00 chains thence 90
deg W "a links to the west line OF n g Il NV u OF
section II, T. N. r. e. to a point 3l.l00
chains south OF the W corner; there is AZ 1925
rods OF this drain on this description and the
surface excavation will be IA feet
No. 23. Thence 90 deg 10 1900 chains
thence 40 deg W 8 3oiOO chains this course
crosses the south line OF the % Of the W q W
a OF said section 81, at a point ID 5-l00 chains
west OF the o corner; there is go 1925 rods Of
drain on this description and the surface exca-
walton will be IA feet.
No. "a Thence 20 deg min W $500 chains
deg W 25-l00 chains, thence SO deg wa 75.l0O
chains thence 81 deg W 100 chains to the
and W line OF section 90, 7. N r. E. at a
point 76-10O chains west Of the post; there
is 12 225 rods of this drain on the g ofthe W n
n W section n and the 8 % of the Q II \ OF
section 20; the drain crosses the line of section
~ at point 67-1O0 chains north OF the post
between sections 20 and 81 the surface excava
tion is 14feet.
No. as: Thence ls deg % min W 2 $1,000
"a deg so min @ 8 g. 100 chains thence 70 deg
10 5000 chains, thence deg 80 min W "a 72-lOO
chains cha thence 40 deg e II links to the south
the W corner across the n % Of the y e \
section 10 and NV \ sw and the west part
there is sOl rods Of this drain on the three last
descriptions; the surface excavation is ID feet.
No. 36. Thence 40 deg e 2 90 100 chains, thence
o.. 100 chains thence 50 deg 10 min 65.l0o
chains to the east line of u nwk section 28,
T ON Rs 10 $500 chains south OF the n 9
ton north Of the point.
No. 81. Thence SO deg 10 min 90-1OO
chains thence deg g 2 401O0 chains,
thence s NX deg ss-1Oo chains; this
%nwA of said section 2S at point is 4O-1OO
chains south Of the n W corner; there is ~ rods
OF the drain on this description; the surface ex
cavation is ID feet
thence AZ deg 10 min W IL 79-100 chains thence
S 80 deg W 30-100 chains to the e and W \ line
of section 20 to point 49, 100 chains east of the
ton 20 again there is 1923 1925 rods of this drain
on this description south of the point and
1893 % s5 rods in all; the surface excavation will
be be Ia feet
No. 90. Thence 39l4 deg 10 45-100 chains,
thence l6 deg IS min 90 02100 chains, thence
204 deg 1062100 chains, thence S ID deg
W ~ links to the south line of section 20 to q
point 17-lOO chains west of the corner and
across the W 4 W Il Of section 20 and the y
e 4 of section 90, Il N r L and there is
l76 p. rods of this drain these descriptions
and the surface excavation Will be IA feet wide.
No. 30. Thence Is deg W 423-100 chains
thence S IS deg 10 o3- 100 chains thence S COZ.
deg Q $500 chains, thence 16A deg e 1000
chains to the east line OF n ne of section
80, It 5 N r e to point % links north of the
corner; there is "a rods of this drain on this
description, and the surface excavation will be
IA feet.
No. 81. Thence 72 deg chain 81 links
thence 8Sa4 deg 10 chains l2 links to a point
on the east line Of the of the W Xnw \ of
section 49, T N E, 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 Ia feet.
No 80. Thence AN deg 4 chains and II
links, thence 67A deg chains and 81 links
thence n rex deg chain and rs links, thence
t3X deg chains and "a links, thence 8la
deg chains and links thence S713 deg 81
links, thence 36x deg Ell chains and 20 links
thence deg 10 min W chains and 20 links
thence sl14 deg W chains and IS links, thence
on the east and west \ line Of section 33 and 3
chains and "a links east Of the corner of the
n ofthe y ofsw Y of said section: there is
l56 1875 rods OF this drain located on the y OF
OF the W OF said section 80, II N r f and the
surface excavation will be Effect.
No. 80. Thence s SO deg IS min w3 chains, So
links, thence $ 2 deg 2 chains n links, thence S
29deg W chains ID links to the west line of the
y OF the n OF W of said section 80; there is
80 1925 rods of this drain the above descrip.
tion and the surface excavation will be 10 feet
! wide; the drain intersects said west line at q
| point chains 43 links south of the north west
| corner of said description.
No 81 Thence y deg along the west line
line OF the W n of y Of $ W of said section 33,
distance Of Is 75-lO0 chains; there is SO rods OF
the drain along this line; the surface excavation
| No. IS. Thence 81 deg W chains as links
this course leaves the east line of the south part
| of W n of \ OF said section go at a point
| % chains and 10 links south of the and W "a
| line OF said section, thence IA deg ga min 10
| chains 80 links to point situated about links
north and chains AZ links west of the south
east corner of said last description section 33
| in T N II e, said point being witnessed by a b
Oak 16 seconds so deg e 1862 links; there is
72 1928 rods Of drain this description and the
surface excavation will be IL feet.
The whole length OF this drain is $3.50 3.25 rods.
| The width OF the bottom Is to be feet from the
lower end at stake en- the west line Of section
| 30 II N II f to stake NO 173 or to e and W I
| Of section o In T5 N r Il, a distance of 1875
rods from said stake No. 173 to stake No. BAT, a
distance Of 1892 rods is to be 6 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 a distance OF
4sl 1876 rods. The drain is to slope one foot on
| each side to each foot rise the whole length
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 H. G. Main,
| Surveyor.
| Said job will be let by sections The section
at 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
ONCE OF the Township Clerk, 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 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 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
| K. s. Robinson on section g. in the township of
| Antrim at 10 o'clockin the forenoon of Wednes
| day, September 2, or at such other time and
place thereafter to which /, 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 of sec 80, the WV Sc \ sec 30, the ne of sc
| sec 80, the seh OF sex of sec 30, the eK eX OF
nwk Of sec 81, the VIZ of neA of sec 81, the e \
of ne sec 81, the n "a acres WV sw sec 80, the
| mex of swk sec 49, the nwk sell sec 20, the G \
| seA sec 90, the ny swN of seA sec 20, the 81 sW
| \ sex sec 30, the sK sex sw1 sec 49, the pit r
I ut Sc swk sec 90, the nw1 Of sex sw4 sec 90
| the center pit WV swk sec 20, the pit VIZ of sw
| sec 20, the nw4 nwk sec 49, the mex nwL OF
| sec 49, the Mo ne sec 49, the sex mex sec 80
the sw neA sec 80 the w pit sell mex sec 80
the swA nwk OF sec 80 the nw4 of swk of sec
20 the eH of Swk OF sec 80, the NV ut of SEX &c