The Owosso times. (Owosso, Mich.) 1897-1926, 1909-05-07
Of

the Townships OF WILLIAMSON and Woodruff
IN said Counties OF Ipgham and Shiawassee
described rs follows, TO wit:
Commencing at q pit i2 10 100 chs N OF E cor
OF sec 80, It N r f Shawassee county.
thence 63adeg w chs s 1917 deg VIA 20 100
chs s lOA deg e 4 7slC0 chs s IA deg 4 8
l 100 chs his soa deg chs s4eA deg isS chs
S sea deg W s 20 100 Chs 3 81 chs S On deg
8 SO. 100 chs S l4x deg w 4Sl,i00 chs 20 deg
Ess,ioO chs s feh deg Eg 500 chs s 23A deg
w 76.l0O chs Z deg E 67.l0O chs S So deg
" 100 chs 2iA deg Il IA 100 chs S 16x deg
E E Z LILO loo chs s le1 deg W saloo chs 20 deg
Il 8 4s 100 chs N s2Is deg f 8 chs N 65X deg Il
IA 100 chs 20 deg 3s6.l0O chs 33 deg e
chs 46k deg 8 "a 100 chs S "a deg E 80 chs
S rs deg e 2 81 100 chs S 42h deg e SGT chs S
$50 deg Ell 45'l0O chs N sou deg e 75. 100 chs
SIN deg e 40l0O chs S 4O1s deg e "a 100
100 chs N Ssa4 deg e 4 &C. 100 chs N So deg w
Z IL 100 chs N 81 deg e so. 100 chs N l5X deg
E4 4;i00 chs llh deg E $1,000 chs N 55H
81 deg e sS 100 chs N SO deg 29.i0O chs
81 deS 4sl00 chs N deg w 2 80. 100 chs
n NJ isS d. deg e 2 100 chs N 81 deg w s. 100
chs N 3lh deg E s.1OO chs S IS u deg e
20 deg leg. E 300 chs S ssl deg E 300 chs
chs n 1874 deg e i6l0O chs " 5iA deg f
2 50 100 chs N deg w 42lOO chs N IS deg
IL y 100 chs 5 deg + 21,IO0 chs IL deg
p 10 Soloo chs S 43h deg Il SO 100 chs Ga
deg L 9100 chs S 92 chs S lO1l deg E s 20 100
chs TO the upper terminus OF said drain at a
point ii Sl.lO0 chs w and 25- 100 chs of the N
East (Williamston Township Total length
OF drain is miles and 1928 rods. The total
fall OF said drain is 1894 IT. Its average
depth Is 499ft.
From Station to Sta % plus las lks the said
drain shall be constructed as an open drain with
a bottom width OF II and slope of banks OF l6
In horizontal TO II vertical From Sta IS plus
las lks to Sta 20 it shall be constructed as
an open drain with a bottom width Of 80 inches
and slope OF banks OF l6 inches horizontal TO
one foot vertical. From sta 40 to Sta 1853 II
tshall be constructed with bottom width
OF IT and slope OF bank of IL inches horizon
tai to IT vertical. From Sta 1853 to the ter
minus OF said drain at Sta l69 plus IFS lks IL
shall be constructed Of 10 inch No. hard drain
tile.
The following material will be required in
the construction OF said drain and bids for the
same Will be made and received accordingly:
1870 II OF No 10 inch hard drain tile. Two
corrugated iron culverts. Contracts will be
made with the lowest responsible bidder for
the delivery OF the ABOVE material along the
line OF the route OF the Shaw Extension Drain.
The date for the completion OF such contract
and terms OF payment therefor, shall and will
be announced at the time and place Of letting.
No person will be permitted to bid upon the
construction OF said drain or the furnishing
OF the tile therefor until such bidder deposits
WIN tut OOuuly DTdln COmmlSSlOuerS Ilc
sum OF $4,000 In cash as a guarantee that said
bidder VIII enter into contract with APP
proved bondsmen for the construction Of said
drain. The said $50 to be forfeited and become
part OF the Shaw Extension Drain Fund
upon the refusal or failure OF said contractor
10 enter into d contract with approved bonds.
men for the construction of said drain or
the furnishing OF the tile therefor. The said
5000 TO be returned to all bidders at close
OF sale and upon the furnishing OF approved
pondsmen as aforesaid
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 office OF the COun-
" Drain Commissioner of the said county of
Ingham,' to which, reference may had by all
parties interested, and bids will be made and
received accordingly. Contracts will be made
with the lowest responsible bidder giving
adequate security for the performance OF the
work. in sum then and there to be fixed by
us, reserving 10 ourselves the right to reject
any and all bids.
Notice is hereby given, that at the time and
place OF said letting, or at such other time
and place thereafter to which we, the County
Drain Commissioners aforesaid, may adjourn
the same, the assessments for benefits aud
the lands comprised within the "Shaw Exten.
sion Drain Special Assessment District" and
the appointments Thereof will announced by
us 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
Special Assessment District OF said drain, viz:
Meridian of Michigan.
The following lands in Town 5, North Range
East,
The Township of Woodruff at Large.
The following lands IN section 80: Com.
mencing at cor OF sec 80, SO r, W IL r,
90 deg, W al r, 20 to sec line and county
line, along section and county line to beg.
The following lands In section 33: Com at
q ~ afl.x
beg, W to beg Elk Cemetery lands. Com at
q post of sec 49, W along county line and
sec line 20 r, ely to pit IS r, W and 30 r n
OF s 4 post of said 80, IS to n and 4 line
of said sec to beg. S w a of sc Il Elk
Com ats cor thereof n 40 r, WHY 10 pit
40r W OF beg, to beg. S o a Of e a Elk
SO, 90 r, $ WHY to pit on Co line 40 OF
beg e TO beg. Com ate \ post to sec 33,
40 deg, W Is r, n 81 deg. W 75 r, W 40 r. to n
and 4 line Of said sec 80, SO r to sw cor
sec 80, TO beg. Com at pit 80 n OF sd post
Of sec 80, s2h r WHY TO pit IS W Of beg,
to beg.
The following lands in section "a: Com at
W post OF sec "a, along sec line to s line
Of sec a. e 10 r, n "a r, n IS deg "a 66
to and a line OF said sec "a, W to beg.
The following lands in Town North Range
/ East
following lands in section s: Ne fri u ne fri n
Com at NV cor OF n fri a of ne fri a Of fri sec s.
Is deg 81 r, s "a r, s IS deg W so r, s ely to
h'wya at pit SCR Of cor of ne fri u OF ne fri "a
OF said sec 20 deg " 81 r, q to II X
right OF way, n ely along said r r right of way
to the intersection of said X II with center line
OF and W hwy in fri u OF sec 5, W
along center OF said hwy to S W cor OF said
fri a Of fri OF sec 5, thence
TO beg. Com at s cor OF sec D W along
line OF sec 203.5 r, n sos r, 81 deg ll5
to X right OF way, nelly along said railroad
right OF way to line of sec 8, s along
e line Of sec to beg.
The following lands in section 4: That part
OF W fri y OF sec lying n OF G g. w
X Elk. Com at a point 90 Q OF n W cor of
said sec sec 4, thence on town and county
line 80 30 deg W "a r, WHY 30 r to beg.
That part OF n W fri u of sec lying OF G G Il
a. w r. w y Of swk. f \ of W 4. s u
OF n "a. NV u OF Q u and W Il OF fri 4 Of
fri q. MO a of n OF n Q fri a Of ne frlA sec
4, Elk 8 e and W by is and out of s e cor
thereof E y OF e fri Of n e fri a Of sec 4,
Elk 2Osac thereof and Elk Com at pit 10 n Of
cor OF said lands. 10r, n ely al r TO q
pit W OF c cor of said lands, r,
10 beg. NJ fri u OF ne fri a. K "A OF sc Il
OF sec 4, lex Com at cor thereof, W gu r,
10 deg 22.2 r, n go deg 10 to e line Of said
lands, 40 to beg. Sw 4 OF u.
The following lands in section 3: NwA OF
and W Y Of NV u OF sec 8, Elk Com at
cor Of said lands. As deg W 16 r. n 45 deg
W to line Of said lands, g to beg Conn at
n cor OF sec 3. 10 r, s36r, 30 deg WIZ,
n TO beg Also com at W cor OF n W fri 4 OF
W I'll a OF sec 3, Q to line Of W a OF q W fri
q OF W fri u OF sec 3, n Or. n IS deg W 20 r,
s " deg TO w line OF sec 8 10 r TO beg.