Alma record. (Alma, Mich.) 1878-1928, 1899-08-25

X ~ me between u 70 OF . W "A ana s w a OF
2 sec jb at 5541a chs OF post between
secs 30 and 3U.
Thence continuing ON same course l2s ks;
thence - 30 w 400 cn, thence 81 O5 W
tale lk~, thence r 81 % " 1915 chs: thence s
~ 10 l. lis, and cross sec line between W "A
OF S. a sec 36 and e. of "a sec IS at - s.
rhs n OF cor to secs 80 and 36
Thence continuing on ,amc course Is ks:
thence ~ 30 - lks thence - 30 l7sik
chs. thence 30 10 vs. 81 - Ks thence 5 20
vs. lUS2 chs thence : {, 30 W ll5ts chs and
cross town uuc between e. 4 Of e Il sec s.
I, TO n. X 3 W and e D of II e ln "A sec . T. 9
n. r. W. at 11fis chs " of 5 e cor sec 80, and
at Hos chs vs. of t. cor sec >.
Thence continuing on same course .42b chs.
thence - - sliia chs thence - 40 W
b0'1 lNa. thence n - % 6.j1 chs. thence :
~ 80 W 20 lis 20 line between - a and W
@ - 100 oil n - OF d G fri 4 sec NJ point
$40 chS S OF u line see ..
Thence % D W along sad boundary line
M"3 90, thence 10 so W Oh, and cross d
line between " 30 2s-lO0 a of n . of ne fri a
ma W a OF fri "A sec nj 50 lis " of e
cor said 80 p, 90 a.
Thence continuing on same course 2s3I6
chs; thence 30 W 5gJ chs thence . . W
5.ll-4 chs thence IL IS W l42l% chs: thence
b 80 % oWla chs thence 'j 30 ~ 80 KS and
'ror, ana % line between W i of n e fri
q ana o oi w lrl IS sec at Il chs II of the
center of sec ..
Thence continuing on same course 22o IBIS
thence - ID wI19 chs: thence 50 O1 "
ll3'a chs theace 80 g. W 81 ks; thence 81
j. W LOB chs and cross and W p, line be-
tween = of vs. fri 4 aud w q of e % and
W a sec = al 2.U3 chs W OF u cor Of W y of
y OF s W q ,ec2.
Thence continuing on same course 137% chs:
lhenre Il - i2516 en-, thence 63 10
L5l16 Cd s. and cross W. line between " l., of
e. y Of W ard n W a of W u sec , at G.2i
chs of W post on e and " a line sec2
lhchce ronilnulng on same course 2.gSl6 chs;
thence - 90 1896 CHI; thence - 10 W
b.Ol ? chs; thence II :, - W 90 lis and cross
sec line between W "A of Il sec and g =
vi a Sc 3 at 105 chs of "a post between
Thence continuing on same course Lac chs:
thence ~ - W 2l5 chs thence , 40 35 20
rs; thence 4 % W i.49la chs thence = q 40
?" 20 W parallel TO highway PISS chs thence
- % lis aud cross sec line between -
OF "a sec and II g a of n q see 10 at 1925
chs OF n cor sec no.
Thence % W 155 chs and end 1880 chs
and 30 CHI OF e cor sec 10. Z. N, X 3W
Entire length of Drain 1856 chs.
SPECIFICATIONS.
]. station stakes and grade hubs are set
every rods and are numbered consecutively
commencing with at outlet and continuing To
upper end and are placed rs feet from center
line of drain on right bank going UP stream
except stakes and which are 10 feet from
center line OF drain and - feet of sec line
between secs 81 and 36 r. 10 n, Il. 3 w and
stake No2l which is lG feet TO left and center
~ rods.
>. l2% feet on each side OF center line OF
drain viii bc the extreme width required IN its
construction as shown by the profile of said
drain and 53la feet next TO and adjoining the
above ON each side will be required for the
deposition OF the excavations, making a total
width OF rods for right of way on each side
of the center line of said drain.
B. The slope of each bank shnll be ~ feet
10 l foot vertical
T. The depth and width Of surface exca- !
ations shali be the same "a shown on the pro- /
ME OF said drain TO which reference Ia hereby |
made for more particular measurement and |
which IS made part OF these specifications
D. The width OF bottom Of drain shall be |
feet from station 0 to station 60 inclusive and |
feet from station 80 90 upper end.
o. All excavations shall be removed at least |
: feet from top edge Of bank and be spread |
and all timber within this limit shall be cut and |
removed beyond excavation and within the
right OF way
Z. The work Is divided into 10 rod sections
kept sec = which IL lOl rods
> bridges will be required on line OF drain
fhe length Of drain on each description of
and is as follows
DUs, riptiOu. Ser Chains !