Alma record. (Alma, Mich.) 1878-1928, 1898-09-16

81 at 20 chs south of section line thence con.
tinuing on same course 432 chs; thence Z e,
q. - chs: thence 81 30 W. 5.45 chs; thence Z
10 W. 800 chs: thence 20 30 G, chs: and
cross boundary between y OF II " !, and =
of = W "A sec - at $50 chs west OF center of
said section; thence continuing on same course
g. 90 chs theuces 10 30 W, %. l6 chs thence AZ
30 W, 35S chs thence - 30 W, 9.32 chs
thence : 80 80 W. 5.0I chs; thence west GO H. =
and cross boundary between g y OF OF "A
and W - of W !. sec So at Is links north of
town line; thence continuing ON same course
1851 chs; thence S II IS W, 20 links and cross
town line between W u of W IA sec 30 Sumner
at 4.26 chs east of W corner of said sec - and
W q of G "A sec New Haven at . 10 chs east
of "A post Oh north side section aforesaid.
Thence continuing on same course 40s chs
thence 81 W, 2l6 chs thence s % as W, 4 %
chs thence 8 : W. 500 chs; thence 30 e.
63s chs thence : IL 80 W. $50 chs and cross
boundary between z of n g 4 and = of n
W a sec at $50 chs south OF l5 post; thence
continuing on same course lis chs; thence :
Z 30 w. 500 chs: thence - W, 3.39 chs
thence 81 W, 100 chs and cross boundary be-
tween y OF u W u and n t. "A Of "a sec 3 [
Alb chs west OF center of sec thence COZ tiuuing
on same course 40 chs 1T encc 80 W 4.55 chs T:
thence - W. 995 ems; thence u 80 W l.gl
chs; thence 10 W 3.6s chs; thence IL W
10 links and cross DO ndary between u a of
W "a and e "A of W "A sec at l.ss chs east
of 4 post; thence continuing on same course
10. 63 chs; thence So e. 6.0l chs thence 3 e.
Il links and cross boundary between ell of
5 W !, sec :, and n "a OF II W "a sec 10 at 7.2l
chs east OF "a post.
l.D-
thence 5 q 30 W, 952 chs; thence ii IS W,
- chs and cross boundary between e "A OF
n W Z. and y OF W "a sec 10 at 22.f5 chs ea 81
| OF section line; thence continuing on same
course links; thence u 30 W 2.4l chs: thence
D 30 G. 1903 chs thence 90 10 W, 335 chs
and end 20.07 chs east and 20 chs north of a
post on west sice sec 10 New Haven.
Total length t50.3s chs.
Magnetic variation OF courses given is 0 55
east.
SPECIFICATIONs.
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
are numbered cOnsecutiVely, commencing with
at outlet, AND center Ii e stakes are set every
80 rods and at every angle.
2 l619 feet on each side OF center line OF
drain Will be the extreme width Re qured in its
construction, and 49, feet next To and adjoin.
ing the above on each side. will be required
for the deposition OF the excavations, making
total width OF right OF way rods on each
side of the center line OF said drain.
The slope of each bank shall be ~ feet
horizontal to foot vertical.
J. The depth and width of surface eXcava.
tions shall be the same shown ON profile of
said drain, to which reference ID hereby made
for more particular measurement.
.. The width of bottom OF said drain sha u
be a. follows: From stake TO stake is. -
feet; from stake Is TO stake 40. 10 feet: from
stake no To stake 200 feet: from stake 20 to
stake 23O, feet; from stake 230 10 stake 255, (
feet from stake 30 TO end feet.
o. The work is divided into 80 rod section s,
except section p which IL 1913 rods.
Five bridges or culverts will be required
on line OF drain
: The length OF drain on each dt scription
OF land Is as follows to-wit:
Description. Section. Chains