Alma record. (Alma, Mich.) 1878-1928, 1913-05-08

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feet from 80 TO 60; 5 feet from 60 to
100; feet from 100 to $780, 3 feet
from $50 to POI and feet from POI
to the upper end.
CD The banks for the most part
are not to be disturbed except where
the bottom width is at present too
narrow, where the usual Slope of
banks of ~ feet horizontal to 1 foot
vertical shall be adhered to-, and
when the alignment by reason of
wash has become irregular shall be
Strengthened.
| (D The work is divided into 100
rod sections, except section II which
Is 430S rods; section Is which is ~
rods; section "a which is 1928 rods
and section 25 which contains 9O.52
rods.
CD The construction of the high
way bridges will be left to the High
way Commissioner of the township.
Co All excavations shall be re-
| moved at least feet from top edge
of bank and spread, except where
drain runs parallel to highway, in
which case as much dirt shall be
spread and levelled on each side of
the center line thereof as shall be re-
CURED by the Highway Commissioner
of the township. All timber and
brush within the limits of excavation
and BERN shall be cut and removed
beyond the limits of excavation and
within the right of way. No timber
shall be covered by excavation.
CD Suitable openings shall be left
or made through the dispositions of
earth to afford free passage of sur
face water at such places as the gen
eral surface may demand
(S) The depth of drain is mea-
sured from level of grade hubs and
Is given i'll feet and tenths as shown
by the profile The center cuttings
from the present ditch bottom to the |
grade are also given at every other |
station and are also shown on the |
profile which is made a part of these
specifications and may be seen at the
Drain Commissioner office.
(9) The total length of drain is
4S272 chains.
NE. 4 OF NV. 4 Sec. IN.
Mcnamara
Sc. 4 of NV. 4 Sec. 14-C. NJ.
Mcnamara.
w. = of NV 4 Sec. 14-Edwin Gee.
n. Z of SW. d Sec. 14-B. I. Gee.
NV Il of Sc. Il Sec 14-B. |. Gee.
S. = of SW. 4 Sec. ii. A. Dens-
more.
sW a of Sc. 4 Sec. III E. Kel-
ley.
Sc. a of Sc. a Sec. 14-Mary VIM.
5. Z of N. z of NE. 4 Sec. IS
Burt, Sharrar & Moore.
\. = of 5. Z of NE a Sec 15-Geo
+. Duncan.
S. z Of s. Z OF NE. 4 Sec. 15-B.
l. Gee
N. Z of Sc. Il Sec. 15-B. I. Gee.
Sc. 4 of Sc. d Sec. 15-A c. Hanes.
oW. 4 of Sc. d Sec 15-John Hanes.
), Is of SW Il Sec. Isl. J. Halli-
we'll
n. q of SW. 4 Sec. ia. Halliwell.
). y of s. Y of NV. Il Sec. 15-A.
Halliwell
n. Z of S. 4 of NV. Il Sec. Is
H. Nc Namara
Il of s. = of s. Z of NE. Il Sec.
16-W. J. Gargett.
/. q of n. = of Sc. 4 Sec lev.
J. Gargett.
Sc. 4 of Sc. 4 and f. 4 of N. 4 t
OF SW. Il of Sc, 4 Sec 16-Al- $
bert Robertson t
E. = of S. = of SW. 4 of Sc. d
Sec l6-E b. Soule. /
(E = Of NE 4 Sec. 81 Mary 1
Hewitt s
wv. \ of NE. 4 Sec. BE. B. /
Soule. +
). Z of NE. a Sec. 2l-N. B. Collins. t
!. * of W. 4 of n. Z of Sc. Il Il
Sec. 21-Mrs. r. Johnson. d
:. = Of Sc. d of NV. 4 Sec. 21- b
c. F. Chapman e
wv. = of NV. 4 Sec a2-James t
Il, a of NV. a Sec. ga. c. a
Hanes. a
:. a of sW. 4 of NV. a and Sc. 81
4 Of NV. Il Sec 22-Mrs. R. il
Johnson.
!. IS of E. Z Of SW. a Sec. % 1!
James Clark
, Is of w. Z of Sc. d Sec. 22-P.
Ostrander.
4 of NE. i of Sc. d Sec. 22-
Fred Delling.
Z. Z of NE. Il Sec. 22-J. Hanes.
F. d of NE. 4 Sec. GA. c.
Hanes.
a of NE. 4 Sec. 22-J. Hanes.
w. 4 OF NV. d Sec. 23-James
Davidson.
+. 4 of NV Il Sec 23-L. A.
Densmore
:. d of NV d Sec. 23-Geo. A.
Sartor.
". u of NV. d Sec. 23-Thom
Davidson.
4 of w. 4 of SW d and NE. Il
of SW. Il Sec. 23-B. |. Gee.
w. q of NE. d Sec. 23-Edwin
Gee.