Alma record. (Alma, Mich.) 1878-1928, 1899-09-01

| Charles A. Scholtz. county drain commissione
OF the county of Gratiot, state of Michigan, vii
| on the
Ath day OF September. A. D., 1890.
AT inc residence or Edwin Cowdry y of
= sec 30 IN the township of Newark, said county
at nine O'Clock in the forenoon of that day pro
coed to receive bids for the construction OF a
| certain drain known and designated as
Number One Hundred Thirty Six Drain
Newark and Fulton.in said county of Gratiot,
and described As follows. towit:
Minutes of survey OF center line OF drain
Commencing In channel of Bear Creek 80 lis
east and SO chs OF d post between sections
81 and 80, T. 10 N, X. 3w.
Thence so 40 " ii7H chs; thence 81 40 G
30 chs; thence : l3 10 1861 chs and cross
: "a line between II 4 of 8 IA and S W !. of
W a sec 80 at 5541i chs of 8 "a post between
- and g.
Thence continuing on same course l2i. ks.
thence Is 30 " 40 chs thence 81 O5 W
49, Ks; thence : ~ 50 W 1885, chs: thence 3
- Do W Ia lis, and cross sec line between W !.
of : W a sec 80 and J. of Sc "A sec 35 al ~ 81
chs n of cor to secs 30 and 30.
Thence continuing on same course rs ks:
thence 80 30 W 50 lis; themes 81 30 I7slI
chs thence 30 10 W 64H Ike; thence q %.
W l0.s2% chs thence s A. 80 W l.l5ls chs az d
cross town line between IA of So a sec e.
T 10 NJ K W and e q of n e fri "a sec ., r. 8
N, X. W. at 1.7419 chs W OF g e cor sec 35. and
at u .0s chs W Of e cor sec >
Thence continuing on same course l42H chs !;
the thence zee ; 2: 70 wsl4h chs thence IS 20 W
80 80 W 20 ks TO line between IS and W
30 p 100 OF n q of II e fri q sec at a point
9.l6 chs of n line sec ..
Thence ; 0 % W along said boundary line
500 chs; thence 10 so W chs and cross y
line between 30 2s.l00 A of q n of n q fri u
and sw q of n fri Il sec at 55 lks W of 8 e
Thence continuing on same course 1881
chs; thence 80 W $50 chs: thence O 25 W
5.l4h chs thence 10 IS W 442l% chs: thence
SO 30 689h che; thence rs 80 W 80 lks and
cross n and "a line between w "A of n e fri
"a and e "a Of W fri q sec at 81 chs n of the
center OF sec ?.
Thence continuing on same course 2.a0 chs.
thence 81 % VIE chs thence So .07 w
il3H chs the1ce $50 a. W 81 ks; thence So
" l'63f chs and cross and W 4 line be.
tweense = OF W fri "a and W Il of q "A and
w "A sec 2 AT 2,09 chs W OF ~ e cor Of u OF
II OF sw V sec2,
,nrS Thence eop,nung on same course ,s7 chs.
i5il1 chs, and cross W y liue between " OF
e y Of = ard n W = ofswl, sec at'6.2i
chs = OF W " post on and W q line sec2
Thence continuing on same course asI. chs,
thence n 7s 30 W 1926 chs; thence rs as W
66lH chs thence n 50 81 woo lks and cross
OF q sec 3 at 7.OS chs of = post between
secs and 3,
Thence continuing on same course LAY chs:
thence ~ p w2l5 chs thence 40 81 w 20
ks: thence 81 05 W 4491S chs; thence : "a 40
W s9l16 chs; thence . .05 w 10. 10 chs, thence
~ W parallel TO highway 2.sss chs; thence
% ~ lks and cross sec line between u
OF "a sec and n e "a of n c a sec 10 at 10 %
chs W OF n q cor sec TO-
Thences2 25 W 155 chs and end 1850 chs W
and I'b5 chs OF c cor sec 10, T. N, X 3W.
Entire length of Drain 1856 chs
SPECIFICATIONS.
j. 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 10 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 IL feet of sec line
between secs 81 aud 30 r. ION, r. 3 w and
i NO y which Is l6 feet to left and center
line stakes are set at every angle and at every
l2H FEET on each side OF center line o.
drain will BE- the extreme width reouired IN its
construction as shown by the profit, of said
drain and 53l5 feet next TO and adjoining the
above on each side will be required for the
deposition Of the excavations, making n total
width OF rods for right of way on each side |
OF The center line of said drain
q The slope OF each bank shall he ~ feet |
horizontal to foot vertical