The Owosso times. (Owosso, Mich.) 1897-1926, 1921-12-30


station number at the lower END
of said drain and extending ia
station number 265 or terminus, a
distance of 212O rods, and having an
average depth of feet, and a width
of bottom of Is feet, from sta. to
sta. 70; 13 feet from sta. ~ to sta
50; IL feet from sta. 92 to sta. 1856
10 feet from sta. 1876 to sta. 265 OF
terminus. also top width of 25 feet
from sta. to sta. 72; % feet from
sta. ~ to sta 90; FL feet from sta.
90 to sta. 1856; 20 feet from sta. 186
TO sta. 265 or terminus.
SPECIFICATIONS
I. Station stakes and grade hubs
are set every eight rods and are
numbered consecutively from Sta.
ut outlet to Sta. 265 at the Terminus
The following is a description of the
Location of said station stakes and
grade hubs.
From Station to Station to
right of center line.
From Station to Station 6 to
left of center line.
From Station z to Station so to
right of center line.
From Station 81 to Station los to
left of center line.
From Station 106 to Station 1879
10 right of center line.
From Station 40 to Station 1877
20 left of center line.
From Station 1853 to Station 1853
to right of center line.
From Station 169 to Station 1856
to left of center line.
From Station 1876 to Station 1876
10 right of center line.
From Station 1876 to Station 265
70 left of center line.
2. Center stakes are set every
eight rods and opposite station
stakes and at every angle.
3. All angles not affecting the
highway shall be turned on an easy
curve, beginning and ending not less
than six rods each side of angle
stakes
4. All timber and rubbish within
the limits of excavation and spoil
banks shall be removed beyond the
deposition of earth and within the
limits of the right of way.
5. Suitable openings shall be left
or made in the spoil banks to permit
the ready passage of water to said
drain at such points as the surface
of the ground or drainage of high
way may require, and at all places
where fences are to cross said drain,
the width of such openings shall be
Mt least feet on the bottom, the
places for such openings shall be
designated by the owners of the land
crossed by said drain, otherwise the
present location of fences shall
govern. Openings shall be left in
both spoil banks on each side of
drain at the places designated by the
land owner at points where they
desire to construct bridge or cross
ing, such openings to be made at
least 16 feet wide at the bottom.
6. A good clean BERN of 8 feet
mali be maintained.
Z. The contractor shall lay tile
m all highway drains entering the
Alder Creek Extension Drain before
the dredge crosses said highway. In
laying said tile care must be taken
20 cover same to a depth of at least
gwo feet and with nothing but earth
S1d have same we'll tamped along
g des thereof to hold them in their
proper place. Care must be taken
By the Dredge Crew to not disturb
the tile in anyway. The location,
siEe. depth and distance to be laid
shall be determined by the Drain
Commissioner or Engineer in charge.
Tile 20 be furnished by the Drain.
10 The extreme width of land
aecesrary for the improvement of
said drain shall be 40 feet 70 feet
on each side of center line of survey.
The center of said drain shall be the
above surveyed line.
The deposition of the earth in the
Improvement of said drain shall be
IN equal amounts as near as can be,
which case the excavated material
of the down stream side.
II. Entire length of Drain is
1920 rods.
IL. Between sta. ~ and Sta.
~ + 100, being that portion of the
Alder Creek Extension Drain locat-
ed in the James Woodwork Ice
Pond proper, all earth and material
excavated shall be deposited on the
hide of the Dam or right hand side
of drain following up stream. At the
point where the Spillway is located
the excavated material shall be
moved to either side of said spillway
md evenly distributed on the dam,
thus Keeping the spillway free and
open. The surface Of the Ice Pond
proper is to be keep free and clear
Of any material whatsoever.
Surveyed and leveled during May
and June, Minutes Completed JULY
81, 1916, by order of Louis F. Green
Clinton. County, Drain Commission
or.
w. G. Wideman
L. C. Hulse, Surveyors.
In the construction Of said drain
The following quantities and charact-
Or of tile or pipe will be required
and contracts let for same: 114Ol