The Owosso times. (Owosso, Mich.) 1897-1926, 1915-05-14

No. 4 Tram dt the NeStoenCo OF
Frank q. Day. SEE ton Is Bennins g.
ton Township on Wednesday, May
26th, A. D 1915
Notice is hereby given that |. Alonzo Griffin
county Drain Commissioner OF the county OF
Sh1awassee, State OF Michigan will. on the
10Th Gay OF May, A. ID. 1871 at The residence OF
Frank B Day IN the township OF Bennington
Ia said county OF Shiawassee at ten o'clock In
the forenoon OF thnt day, proceed to receive
Dlds Tor the construction Oh certain drain
known and desigdaled - Thompson No. .
DRAIN, 10 be Located .GI established in the
township OF Bennington In said County OF
shiawassee and descrIDeI rs follows, to-wit:
Commencing 2O.44 chains north of the
center of Section 10, II N, X 2 Il, Shia-
Wassee County, Michigan; thence S SO deg,
section. Herman B. Sturtevant, owner,
11.6s chains; thence S 81 deg, W 0I6
chains chains thence ! deg, w $50 chains |;
666 chains north of the S w corner Of
said land.
Length of drain on said land is 1854
chains.
the w "A of said Section 10, Jason j.
Heath, owner, life estate to Elizabeth Girl
nolds, 4.l6 chains; thence 5 5519 deg, w
c6 o s9a tRs6cd thence oss SlH deg 42S
Il point 1871 chains west of the S Il cor
ner of said land
Length OF drain on said land Is 1886
chains
Thence 5 1 deg, w ON the N w u of
w "A OF said Section 10, Silas b. Day,
owner, 10 chains; thence w 3.j3 chains
thence 06A deg W 2sS chains; thence
sol chains s of the W corner of Said said
land.
Length of drain on said land is 14O3
chains.
Thence S S9h deg, w on N u Of the
5 Il a of Section 10, II q N, II Il,
Cordelia j. Hutchings, owner, OBJ chains
thence 5 20 deg, W 0.S1 chains; thence
pa deg, W 600 chains, to u point 1853
chains w of the S IL corner of said land.
Length OF drain ON said land is 1881
Thence S 2% deg, w on the u of
the Il a of said Section 10, Samuel H.
Thompson, owner, OH chains; thence S
S9E deg w 4.S9 chains; thence s 6OA
9s2 chains; thence S S6A deg, W 419
chains; thence 3h deg, II 7.96 chains
thence 70 deg, Il 044 chains; thence s
chains w of the S Il corner of said land.
Length Of drain on said land is 5000
chains.
Thence $ ~ deg, E on the n W 4 of
Major l.. Baker and wife, owners, O.33
chains; thence s 5% deg w 4.7s chains
the =, 55% deg, W , lil5 chains thense
deg, w 6s7 chains; thence 2h deg w
LBS chains; thence S s1A deg, w DOS
chains, to point 2.69 chains N Of the
w corner of said land.
Length of drain on said land is 26.19
chains.
Thence sly deg, W on the N p " Of
s6adSot Geo Se Sf e. %iams William ifa
900 chains; thence s pa deg, W ISL
chains; thence IS 5 S2A deg 15t chains,
corner of said land.
Length Of drain on said land is 431
chains.
of T the ss the Sss on ta asd tS Ss
4 Of n L u Of Section 81 q, aforesaid,
Edwin Pasco, owner, OBS chains; thence
Ses 2 deg s S1 chf thence tnsns sn dee
W l:5l chains; thence 25% deg, W O.54
chains hsdn th s1S n ssA deg9 W s2o chains;
AN Ia deg, t VI OBS chains, t to point t ga
chains Il Of the s w corner Of said land. |
Length Of drain on said land is 24.28
Thence AN deg, w on the e " Of
Fisher and wife, Helen p, owner, 7.95 |
thence is deg 20 ass sna ss n
deg W S.Ss chains; D thence SI ISL deg,
W go chains b. to a point 1914 chains
Length Of drain on said land is 1907
Thence 81 deg, W on the N W u Of
chains; thence s 3O1a deg, w go chains,
to a point 1444 chains e Of the s w
Length of drain on said land is 1853
chains
Thence s 301a deg, w on the s w u
of the s w "a Of said Section 81, State
Bank Of Byron, owners, O.53 chains; thence
So deg, w 351 chains, to a terminus Of
said drain at point OIL chains and
1923 chains e of the w, w " post Of
Length Of drain on said land is 4.O4
chains.
Total length of drain is 1868 chains.
for Tile Portion of Thomp-
son No. 2 Drain.
~ Center stakes are set as follows:
At the terminus and all angles.
ca Station stakes and grade hubs are
yet every four rods along the line Of the
Train.
80 Station stakes are numbered con.
as follows: From 80 at the
over end Of the tile to 1O7 plus 43 at the
erminus.
(D Station stakes and grade hubs are
o 1O7 plus AZ are out IL links left
(5) All dimensions are to be measured
rom the top of the grade hub at each
,(D The drain shall be constructed of
lie as follows: 8 inch No. 1, vitrified.
% The depth Of the drain shall be
100 feet or less, to be taken from the
profile or grade table, which are herewith
and made a part Of the survey
ecords
80 Between stations the bottom shall be
lug to true grade, based on the depth
It each grade hub.
90 The bottom shall be dug to the
hape and size Of the tile to be placed
herein.
10) All tile shall be so laid as to rest
m the bottom Of the excavation their full
ength, and any rock or stone In the bot
ON Of the trench shall be removed so as
o leave the bottom of the tile on a firm
arth foundation.
QD All tile shall have a good and true
ONT with the preceding tile and no open
oints or cracks shall be allowed.
for Open Portion of Thomp-
son No. 2 Drain.
Center stakes are set at the outlet, ter
minus, and at all angles Of the drain. |,
Station stakes and grade hubs are set
very eight rods along the line Of the
rain.
Station stakes are numbered consecu-
lively from at the outlet Of the drain to
0 at the terminus Of the open portion.