The times. (Owosso, Mich.) 1882-1897, 1894-09-14

| N X post of said sec 4, thence on said line U
deg 20 min 9 1900 ehns crossing the line !. p 6,
| tween the ny and of NV fri a of sec d. l5.22
| chns of the and \ line of said sec A; thence
| $ 0 deg 90 min 1877 chns; thence S 81 deg 10
min 6,14 chns, crossing the line between the W
| go acres and 20 acres of u of NV fri 4 of sec
| A. 05 chns north OF the Sc corner of said W W
acres of Il of NV fri a of sec 4, thence 81 deg
10 min 9.24 chns to the e and W 4 line of said
| sec A. 20 chns OF the center of said sec A.
| thence So deg 30 min @ 1,22 chns 30 the center
| of said sec A: thence on said a line 81 deg 81
min 1925 chns to the corner Of W 40 acres
OF ne fri a of sec 4; thence IS deg 30 min Q 795
chns TO the ne corner of the W = OF the sw OF
sec 4; thence SO deg 30 min 20.20 chns to the G
4 post of sec 4; thence on the and " = line OF
| sec 3 tp9nr2e, SO deg 40 min 1880 chns TO
| the ne corner of Il of sw Il of sec 3; thence $
Ss deg 45 min e 965 chns, to the ne corner OF W y
of e y OF sw \ of sec =; thence $ So deg 30 MN
@ 965 chns, 10 place Of ending at the ne corner
of the 4 of g Y of sw 4 of 3, being at the
center OF said sec 3.
SPECIFICATIONS.
Width of bottom of drain shall be 6 feet
| from stake "0' at outlet, TO sec line between
sections 2S and 90 thence feet on bottom from
said sec line to the center OF sec in township
1 of Rush.
Slope of banks shall be not less than one
| foot horizontal TO one foot vertical.
| Right of way for surface excavation shall
include \ strip OF land IL feet wide on each side
| of center line of said drain but on sec said
center line shall be the center line of channel
I now existing.
| 4 EXcayated earth snail be deposited not less
| than two feet from edge of bank and openings
left therein not more than 10 rods apart 10 allow
water to flow from adjacent lands into the drain.
5 Hub and grade stakes are set and numbered
| consecutively each eight rods Except the last
two stakes which are only go links apart, be.
tween stakes 1862 and 1863 which is l chain, and
also between stakes 1Sl and 200 which measures
| only 0.S2 chains) which shall be left uncovered
and undisturbed.
6 Stakes are set on center line of drain each
30 rods and at each angle.
| Tba Of eaid drain hal ha tI1a nc
| shown on profile of Griffus Creek Drain.
The right of way for deposition of earth
shall include strip of land 40 feet wide on each
side of center line OF said drain, except on sec
(which shall be 40 feet on each side of the center
line of channel as now existing
| The length OF drain on each description OF
| land is as follows:
| Sc 4 of Sc \ of sec 8. to nr2e, 1862 chs; y
of ne of sec 8, t9nr2e, o7.73 chs; ne Il of sc
\ OF sec s, t9nr2e 1859 chs; NV u Of Sc \ Of
sec s, On r e, 1888 chs; sc u OF Sc 4 OF sec 3,
BE, 2232 chs; ne \ OF ne a of sec H. t .
r2 g. $3.50 Chs NV a of nc "a of sec II, ton
e, SIS chs; n of s Y of ne of sec II. ton
| Q, 1926 chs; s u of Is of ne a of sec H. I Q
2 1000 chs; y of Sc a OF sec II, re O. IA.
20 chs; sc a of a OF sec II, t 8 9, 6.Si
chs; W d of Sc a of sec II, Or e, l7.4l chs;
II 20 o of W u of ne / of sec 20, to r c, 1867
| Chs n of NV a OF sec 90 I Or C, S.14 chs
n = of q of NV OF sec 90 9nr2 9.42 chs;
of Sc \ of NV of sec 20 t9nr 2 e, II o.
n 4 of NV / of sec 20, t9nr2e, 2l.20 chs; q OF
NV 4 of sec 30 t9nr2e, 1928 chs; OF ne ]
of sec 29, 8 mr. e, s:l3 chs y of 4 OF sw .
| of sec 20, I 9nr2 e0.54 chs; sc OF sec go t 9 n
r2 e, 525i chs; sw of of sw OF sec %, 9 r
re 1885 chs; NV y OF NV OF sec 80, re e,
29.4S chs: n Il OF ne \ sec 32, n 2 e, 1928
Chs sw of ne a of sec S2, t9nr2 e, 9.16 chs;
| sw q of NV \ of sec g., n r. e. 2125 chs q
of NV 4 of sec 49, t9nr2e, 1900 chs; ne \ OF
sw a of sec 80, t9nr2e, N.7O chs, ne 2h OF $
y of sw Il of sec 32, t9nr2 e, SAP chs; W M
acres of y Of W Ia of sec 81, t9nr2eS.42 chs {;
W u of Sc 1 sec 80, 9nr2e, 20.4S chs sc a of Sc
4 Of sec 81, t9nr2e, 1875 chs; sw a OF sw = OF
gap 4 N 10 QQnftG W IN n n N
| fl Il OF sec A. Snr2 @, 27 .39 chs: W 6H of 20 u
of y of NV fl u of sec 4, Snr2 Q, 1890 chs;
W GO of y of NV Fl I of OF sec 4, n e.
2l4l chs; 20 a of S 1e of NV fl y of sec 4, s n
2 G, 1916 chs; of S w \ OF sec 4, Us . e,
7:22 chs W 40 of ne fl of sec 4, Snr2e, 1925
chs; W Of Sc of sec q, tSnr2e, 1920 chs; y
fl d OF sec a. tSnr2 e, 2S. is chs; NV fl "A OF sec
3,tSnr2e, $500 chs; W n of sw a of sec 3, n
r. e, 1890 chs; W q of Il of sw IA of sec 3 8
nr2e, 9.65 chs Total length of drain 1896 chs
| .. g. GOODALE, Surveyor.
| Said job will be let by sections. The section
| at the outlet of the drain will be let hrSt ana
| 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 County Drain Commissioner
| of Saginaw, to which reference may be
had by all parties interested, and bids will be
made and received accordingly. Contracts VIII
| be made with the lowest responsible bidder CIV
ing 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 be announced at the time and place of let
| ting.
| Notice is further hereby given, that at the
time and place of said letting we will read the
per cent subject to correction and on Monday,
Oct. !, 1894 from 8 o. clock a. M TO II o'clock N.
| for the township of Brady at N. Suttluf on
sec 20 for the township of Rush at the farm
| of M. Bacon, sec Rush, the assessment for
benefits and the lands comprised within the
| "GriffuS Drain Special Assessment District"
will be subject TO review.
| The following is description OF the several
tracts or parcels of land constituting the special
AZ sec 8, Sc 4 NV AZ sec 8, sw NV AZ sec 8,
W 40 a nc fl a sec g goa Il NV fl 4 sec 4, g
| 1917 IN n y NV fl sec 4, W AZ IN fl u ne fl y
| sec 3, NV "A Sc Il sec 3, eSS san fl u sec 4, Il
sw \ sec a. e Il c X sw \ sec 8, W SO a n fl 4 NV
fl "A seed IL u fl q ne fl 4 sec 5,s q ne II Z
sec >, ne \ Sc a sec 5, W y sw ! seed Sc i Sc
we z e 90 ~ NV sis Sec sw ~ Sc Sc
| sec 3, "a Sc sec 4, W Il sc Asec a. W 4 ne fl =
sec 3, s y NV fl u SECS n fl X NV fl \ sec 5, W u
| c sw sec 3, all in II of e, Rush Shia-
| wasssee county.
EK of ne u sec g. W y of ne \ sec s, ne \ of ne
| II sec g. NV OF Sc secs, Sw of sc \ sec g. Sc
IA of Sc IA sess II of sw \ secs NV 1 of sw Il
| y of mex sec IL, y of u Of NV \ sec II, W \ of
@ 4 of NV 4 sec II, u OF ne a sec IL. g "a of sw
4 sec 4, of Sc sec Il, Sc a Of Sc 4 sec H.
of NV \ sec 16, n n of sw Il sec 16 y of sw 4
sec IL, ne 4 of ne \ sec ~ Sc Il of ne 4 sec 90
| n 60 q of W Il of ne sec 90 $ 20 a OF W X OF ne
\ sec 20, n u of NV 4 sec 20, n n Of y of NV \
sec 20, " OF sw \ OF NV Il sec 20, y of SO 4
sec 20, W y of sc a sec 60 Il of sc u of NV a
u of NV a sec 81, NV X of sw \ sec q, sw 4 of
| sw 4 sec FL NV \ sec 30 n y OF sw "a sec 90, sw
offs \ except 10 sec 49, n 10 a of sw of
| sw Il sec 49, W 60 a of Sc a sec 49, sc \ of sw \
sec %, n u OF ne n sec 20, y of ne sec 20, SO
\ sec 90, n X OF NV Il sec 30, s Il of NV sec go
n u of M of sw \ sec 49, y of n Il of sw Il sec
| 80, n "a OF Y of sw \ sec 20, $ Is OF $ y of sw Il
sec 80, W u of NV \ sec 32, e a OF NV 4 sec 80
X of ne Il sec 32, sc \ of ne 4 sec 80, sw 4 of ne
\ sec 81, ne \ OF sc a sec 32, sc \ of sc \ sec
| 32, W 1 of sc d sec 32, ne \ OF sw x sec 32 NV
of sw sec 81, @ Al a of u of sw 4 sec 81. W 80
of of sw sec 39, sw \ OF sw 4 sec 80, n
| u OF ne u OF sw sec Y3, s of NV OF sw Il
sec 49, a of Sc u of sw sec 33, n 4 Of Sc 4 OF
sw sec 49, s y of ne Y of sw sec 33, n u of
| NV u OF sw Il sec 30, y of ne X sec 39, 4 of
| sc \ sec 80, Sc \ of sc 4 sec SO, sw y of Sc 4
sec 80, NV u Of NV 4 sec 49, ne a of NV sec
30, n a OF y of NV sec 80, s u OF $ u of NV h
sec 80, NV a of ne 4 sec 49, nc a of ne sec SO,
s u of sw4 sec "a. All in the township OF Brady