Alma record. (Alma, Mich.) 1878-1928, 1898-08-19
al, dav of Anoue+ A 1903
Number One Hundred Twelve

Drain.
located and established In the township of
Sumner, in said county OF Gratiot and de-
scrbed as follows 10 Wit:
Commencing on north bank Of Pine River at a
point s.2S chs south and IS links west of - post
on east side G. a section 81 OF Sumner town
ship thence II o 80 e. ISL chs; thence II W.
2.66 chs; thence w, 5.i9 chs and cross bound
AIRY between d OF n q and "a of Il
sec 81 above at 333 chs west of 81 post; thence
continuing on same course links thence 4 e.
1869 chs; thence 10 - W. 35 links and cross
boundary between G a or Il c Ii sec 81 and q
of - of : "a sec - al l.s5 chs west OF section
corner.
Thence continuing on same course 500 chs:
thence 81 W, - chs thence west / .3s chs:
thence II W. 9.t6 chs thence IL Is e. 63
links and cross boundary between q OF 4 OF 80
a and n "a OF = OF e 4 sec % al ll.0i chs west
OF section liuc: thence continuing on same course
% chs thence >, e. chs, thence II 30 e. Sol
chs and cross boundary between 4 OF II q a
sec ~ and Il Of II " = sec p at 59l chs north
Of u post,
Thence continuing on same course 81 links:
thence n W. i.s5 chs; thence II 80 Is e, 293
chs: thence - 80 e., chs: thence - - ".
1863 chs; thence ] W. Isl chs and cross bound
airy between = OF u W =, aud = OF u
sec p al PSI ca, east OF section line: thence
tinuing on same course links; thence II G.
% chs thence II rs e. g. ~ chs: thence -,
6.1s chs, thence 30 W. 322 chains and cross
boundary between p OF II W "A % and 30
acres Of W a sec II at 20 chs east of sec corner
Thence continuing on same course 1850 chs
and cross boundary between 30 acres of "A
aud n 30 acre, of : 100 acres OF W a II at
w chs east OF section Inc. thence continuing
same course l25o chs and cross boundary be
tween u 50 acres OF : 100 acres of a and go
acres OF W . section p N sol chs east of section
line: thence continuing on same course links:
thence IA II a. w. G51 chs thence II 20 30 ~
is3 chs; thence ] 30 e.. 3 chs and cross
boundary between 80 acres OF W a aud w - OF
% Il section u at 4.13 chs east Of section line:
thence continuing on same course 1000 chs aud
cross boundary between II OF n W a section II
aud W = OF +, W u section IL at 6.l7 ch, east Of
Thence continuing on same course 1881 chs:
thence 81 e.. Vp3 chs: thence Il II 30 e. $50
chs; thence u 30 e.. 1903 chs and cross bound
airy between 81 = OF w a and W a OF W a
section 10 az u % chs east of section line: thence
continuing on same course 30 chs: thence n 81
30 W, 1900 chs, hence n w. 7.9l ch, and cross
boundary between " Is OF q and W "A OF
Il W section is az Is links east OF section line:
thence continuing on same course chs: thence
% &c 81 w. o. link, and cross section line be-
tWCou o. ~ % of Do IS D sec Us aud a of u
section T. at l5l5 IN, south of section corner.
Thence continuing on same course 5.53 chs;
thence % ~ 30 W. 70 chs: thence II 30 ".
- chs aud eros, boundary between a OF n
. section IL and e. a section at H. 66 chs west
OF section corner.
Thence continuing ON same course 1874 chs:
thence 81 - vs.. s.35 chs; thence 3 ", 2.9s
chs thence II ~ chs; thence n 80 II @.
IS chs: thence y e.. : u chs thence II 50 80
O.. 9.2v chs and cross boundary between a
section and W d section at 5.02 chs south OF
d post; thence continuing on same course Is
links: thence 30 W. o. chs 10 a line: thence
along q line - lil0 chs and end at > 40
chs west OF le post.
Entire length 315 chs
SPEClFICATIONS.
l. station stakes and grade hubs are set every
rods and are placed - links from center line of
drain on left bank going up stream and mum.
befcd cousccutiycly commencing with q al outlet
and center line stakes are set every 80 rods and
~ every angle.
p - feet on each side OF center line OF drain
viii be- the extreme width required In its con.
structon and - feet next to and adjoining the
above on each side viii be required for the depo-
sition Of the excavations making total width OF
right of way Z rod, ON each side of the center
line OF said drain.
3. The slope OF each bank shall be- 1b feet
horizontal TO ] foot vertical.
The depthaud width OF surface excavations
shall De- same rs shown on profile OF said drain.
TO which reference il hereby made for a more par.
tirular measurement.
3. The width Of bottom OF drain shall be- as
follows: From stake 10 stake 30. 9 feet: from
stake 40 TO stake lOl. feet: from stake lOi to
stake %. feet; from stake ~ TO stake 15i,
feet; from stake 1871 to end feet
6. The work is divided in 50 rod sections except
section ~ which is 80 rods
Z. bridge, OF culyerts Will b. required on line
OF drain.
:. The length Of Grain on each description Of
land Is as follows:
Town north ~ ropV, 4 Wpst