Alma record. (Alma, Mich.) 1878-1928, 1899-08-04

W a OF II @ a and W y Of w q ofse 4 sec IT,,
1905 chs 10 center OF sec H.
Thence north on a line between W a OF n G
= and q of n W = sec IL, 2003 chs To Is post
on 4 line said section.
Thence n 50 20 " on n a line between a
and = OF II W "A sec IL, 9.62 chs To % post
between sections 10 and II.
Thence ~ 30 W on "a line sec 10 between
y OF n 4 OF n "A and c Il Of II e 4 sec 10,
9s3 chs TO line between q and W q of e q OF
n a sec 10.
Thence continuing on same course between
5 e 4 Of II e 4 and W q Of n a OF II e y sec
TO- 81 chs; thence 81 % W $50 chs TO "a
line between W " of n a OF II "A and W a
OF "A al 3 N chs of center OF n q "A sec TO-;
thence O. 30 Oh said Il line between said
descriptions 80 chs thence 80 "a W 6.3S
chs and cross sec line 3.3l chs of "a post
between sections 10 and 3
Thence n o Al e 20 20 chs and cross a line
between W "A OF e a and n w a Of n G a sec
AZ 3.37 chs west of center OF 5 @ "A sec 10.
Thence continuing on same course O.33 chs
and end on W a OF S q 4 sec 3 at Obj ems II
and 3.31 chs west of center OF S Il said sec 3.
CENTER LINE OF BRANCH.
Commencing 81 stake No. IA OF main drain
on n % line sec 10 at point lli1 chs west OF n
b post between sections 10 and II I. 10 n, X. 4
Thence IS % W 6O3 chs; thence 0 O5 e
1921 chs and cross 4 line between e "a OF II
a and n = OF ( i sec 10 at 4.O4H chs of lB
post on a line.
Thence continuing on same course Glh links
and end 4.OiH chs east and Gih links Of east 70
post on and W = line sec 10 T. 10 N, R.4 w.
Length OF main drain 1876 chains.
Length of branch drain % chains.
Entire length 800 chains.
SPECIFICATIONS.
|. Station stakes ana grade hubs are set every
& rods, except No. 119 10 No. $50 which are
rods apart, andare numbered consecutvely,
commencing with at outlet TO upper end of
main drain and thence continuing up the
branch which begins with 0.l6S no l4i on
main hne) and are placed 10 feet from center
line Of drain and its branch on left bank going
up stream to No. ~ and from No. - TO No. lOs
inclusive, stakes are set 10 feet from center line
on right bank and - feet east Of section line
between sections l. and II New Haven township
and from No l0S 10 end OF main drain and it,
branch stakes are set 10 feet to the right and
center line stakes are set at every angle and at
every so rods.
:. 1879 feet each side OF center line OF
drain viii be the extreme width required in its
construction as shown by the profile and 52.l
feet next TO and adjoining the above on each
side will be required for the dispositions OF the
excavations. making a total width Of 1 rods for
night OF way on each side OF the center line OF
said drain.
s. The slope OF each bank shall be = feet hori
Zontal to foot vertical from station 0 10 IA
and 4 feet horizontal 20 foot vertical from
station IL TO end OF main drain and also ~
feet horizontal 10 foot vertical on the branch.
I. The depth and width OF surface eXcava-
lions shall be the same as shown on the profile
OF said drain, to which reference is hereby
made for more particular measurement.
;. The width OF bottom Of drain shall be as
follows: From station to IA shall be 3 feet,
and from II TO end of main drain feet. The
width OF bottom of branch shall be feet
throughout
o. All excavations shall he removed at least
feet from the top edge OF bank and be spread
except where drain runs along highway in
which case az much lirt is to BE- placed equally
on each side OF the center line OF said highway
IA will be required to raise the roadbed to IA
true and even grade, and be left in "A good ana
workman-like manner suitable for highway
purposes. and all timber within this limit shall
be cut and removed beyond excavations and
within the right OF way.
4 work = divided
except section /. which is ~ rods and section u
which is ~ rods (branch drain.
culveTts will he required on line OF drain.