The Owosso times. (Owosso, Mich.) 1897-1926, 1916-08-11
NOTICE OF LETTING DRAIN CON
TRACT

Notice Is Hereby Given, That we, Louis
f. Green and AlonZo Griffin County Drain
Commissioners of the Counties of Clinton
and Shiawassee, respectively, State OF
Michigan, will on the Both day of August
Miller on y w "a of n Il a, Sec. 20, ia
the Township of Ovid, in said County o.
Clinton at ten o'clock in the forenoon O.
that day, proceed to received bids 70.
the construction of certain Drain know
and designated as warren Drain" locah
ed and established in the Townships
Ovid and Middlebury, in said Counties
| Clinton and Shiawassee, respectively, an
described as follows, to-wit
WARREN DRAIN MINUTES OF sURVE
Minutes of survey of center line an
specifications for the locating and estal
fishing of z drain to be known as Il
P6nn SsaeG in the
ovid, Clinton County. State of Michigo
and running as follows:
=, Parcel, 99nse@cocomnmeneifng at point -
= of W a of Sec. 3d.; I. ~, r.
thence over "sG and ,r across ss the, the s. W y
Alder Creek, Sec. 80, town, county al
state aforesaid, owned by ATismns !
2G.s9 chs, as follows: Ss'k deg, W 20.
chs to angle 1; thence $50 deg, w o.
chs to angle, 2; thence $ 80 deg, W OIL
chs to n point ON W line of W "A o.
said Sec 49, 30 ' " VI -" '''' -
|
n As acres of fractional Sec. 81, town,
county and state last above. mentioned,
owned by Almon MIecreeTry Con contract ao Ct,
| angle B; thence n 0 deg. 30 min, 10. ~
chs to angle 4; thence II 81 deg, W CD
W So chs to angle 6; thence, 5 81. deg,
| W 020 chs to a point on west line of said
parcel 0.61 chs of quarter post of
Is u of n "a of Sec. ., town, county
and state last above mentioned, owned by
ho Green Green ESt ante rnest Esther
distance of 26.7S chs, as follows: $ 81
deg, W 2G7 chs to- angle I; thence 40
thence then 30 20 deg 30 ' MIN ems ga chs to
angle o, II 4OS chs to angle 10; thence
u % deg, W 6,31 chs to IA point on north
line of % SAID parcel re agS enf sec OF
Parcel Four-Thence over and across
the, N u of II e a of Sec. %, town, county
Ser staf i Warren e1Ve and Wife Sarah a.
distance of 5.93 chs, as follows N %
deg ., IL chs to angle Gle II; thence ,1 n
angle 10; thence II SO deg. 80 min, W
O.7S chs to a point on west line of said
RaF Of 2' Z c s"id se OF q corner OF
Parcel Five-Thence over and across the
n a of n a of Sec. 20, town, county
Il,
Lewis n Miller and wife. Ida Miller, a
distance Of 1O.47 chs, as follows: n 81
deg 80 min, w 0.25 chs to angle II; thence
q q GeE Is chs chs to to angle angle i
II deg, 2.j4 chs to terminus of drain
at point GAO chs W and 1922 chs n of
the II W corner of S "a of II H,said
sec.25.
SPECIFICATIONS FOR TEMPORARY
OPEN DRAIN, to be constructed to give
outlet for tile until permanent outlet Is
/. station stakes and grade hubs are
set every rods and are numbered con
secutiyely from o to IL.
I'll, al Center stakes s., are set 70 links to
3. Between stations the depth is to fol-
low the grade of the bottom, which Is
based upon the depth of the drain ut each
. /. III The width of surface excavation shall
be 3 times the depth added to the width
Of the bottom
). The extreme width Of land necessary
for the Improvement of said drain shall
be 100 feet long, the entire length of open
drain. The center of said drain shall be
the aforesaid surveyed line The width
of surface excavation and extreme width
of land necessary for the deposition of the
earth I'm the Improvement of said drain
shall be at equal distances upon each side
of said surveyed line.
6. All angles. shall be turned on an
easy curve beginning at least two rods
each side of the angle stake.
Z. All timber and rubbish within the
limits of the excavations and spoil banks
shall be removed beyond the deposition of
the earth and within the limits of the
right of way.
s. Suitable openings shall be left OF
made in the spoil banks to permit the
ready passage of water to said drain mt
such points as the surface Of the ground
may require.
0. good clean BERN Of six feet shall
be maintained.
TO- The slope of the banks shall be
eighteen inches horizontal to one foot verti-
cal
II. The width of the bottom shall be
@ feet
SPECIFICATIONS FOR TILE
TILE DRAIN: That portion of the
Warren Drain between stations IL and q
shall be governed by the following speci-
fications
1. station stakes are set every rods
except between stations IL and IA, the
distance between said stations being s
rods, stakes being marked consecutively
from IL to u Mt the terminus.
2 Angle stakes are set at all angles
and are numbered consecutively.
3. Between Stations the depth Is to fol
low the grade of the bottom, which Is
based upon the depth OF the drain at each
Station.
4. The extreme width Of land necessary
for the improvement Of said drain shall |
be GO feet, 80 feet on each side of the |
surveyed line, and the center Of said drain |