Alma record. (Alma, Mich.) 1878-1928, 1918-01-24

wide each aide Of center line of drain.
to Right-of-wsy TO be cleared OF timber
All brush 10 be pulled and piled on right
of-way away from drain.
80 The drain will consist of an open ditch
from Station of Main Drain 70 Station
plus 90. of bottom width feet, and
balance OF drain will be tiled. both Main
Drain and Branches. with vitrifed drain
tile OF the following sxcs and quantities
Main Drsin.
Station plus 60 70 Sta. S plus IA. or ii. 80
rods. Ia" tile.
station plus 81 TO sta. Is Plus 90. or 6e.e,
rods. 10" tile.
Station ~ plus 90 10 Sta 80 plus 90 or
1900 rode. Is" tile.
Station 30 plus 90 10 Sta. Is piu. 90 ar
$40 rods. IA" tile.
Station IS plus 90 10 Sta. 20 plus 90. or
1000 rods. IL" tile
Station % plus 90 TO Sta % Mus 90 or
$50 rods, 10" tile.
Station 70 plus 90 to sta. 81 plus 90. or
$50 rods. 8" tile.
Branch Drain No. I.
IA" tile.
Station IS plus 90 to Sta. % plus 90. or so
rode. IL" tile.
station % plus 90 to Sta. 81 plus 90. OF So
Branch Drain No. 2.
Station 10 Sta. ~ plus 90. OF li9 rods.
station 4 plus 90 to Sta. 90 plus 90. or So
station 20 plus 90 to Sta "a plus 90. or 70
rods, s." tile.
Branch to Branch Drain No. I.
station TO Sta. plus 90, or 80 rods, 10"
Station /, plu. 90 10 Sta. IL plus 90. VI G.
rods. 8" tile.
station L plus 90 to Sta ls plu. 80. or
co. Tile must bs laid in coed alignment and
10 proper grade.
a. Connections will be arranged for at day
OF sale Of drain. and will be placed to the
satisfaction OF land owners.
81 All joints 20 be made close fitting. Tile
to b. Clipped " necessary 90 make turns
at the angles in line OF drain.
i9' One hcsd-wall and fifteen catch basins
will be required. Head-wali and catch
basins 10 b. built according IN spceifcs-
tions on file AZ The Office OF the County
Drain Commissioner.
prevent inspection until after permission
TO do so is given by the Drain Commits
sioner or his Engineer
lD Tile 10 be covered with two feet OF earth
EXCEPT as the Commissioner may designate.
tl2l Open drain 10 be constructed with slope
OF banks foot vertical 70 IL. feet hori-
sontal.
,I3) Bottom width Of drain feet.
90 Excavations from open drain TO be
placed. leaving a clear icam of six feet
from TOP edge OF bank
tl5l Depth OF drain and top width OF open
work are given in feet and tcnths as
measured on level of grade hubs. ss-
cording TO a profile which Is made a part
OF these specifications and which may Be
seen ut the Office OF the County Drain
Commissioner: -
tISl a certified check in the sum ofS20O will
be required Of those desiring TO bid on the
drain whole. a. a guarantee that
contract will be entered into and proper
bonds furnished.
Said work will b. offered in three sections
and a. whole and will be let in the way that
seems best. in accordance With the diagram
now on file with the other papers pertaining
10 said drain in the Office Of the County prair
Of the County OF Gratiot, TO
which reference may b. had BY all parties |
Interested and bids will be made and received
accordingly. Contracts " Ill be made with the |
Iowt-t responsible bidder giving adequate |
security for the performance Of the work, IN |
4 sum To be fixed then and there by me, re. |
serving 20 myself tho right To reject any and |,
all bids. The date for the completion ot such |
and the terms OF payment thereof !
shall be announced ct the time and place Of /
i ting.
NOTICE Is FURTHER HEREBY GIVEN. |
That at the time and place OF said letting Or |
At such other time and place thereafter To |
which T. The County Drain Commissioner /
Aforesaid. may adjourn the same. the ssscss- 4
ments for benefits and the lands comprised |
within the No 800 drain special assessment |
district. and the aprortonmcnts thereof will |
b. announced by me ard will be subject to l
review for day. from nine O'Clock In the ,
forenoon until five o'clock in the afternoon. /
The following Is description OF the several 4
special assessment district OF said drain. To- l
wit.
ASSESSMENT DISTRICT DRAIN No. sss
SW Ia OF SN Ia ex. ga in ti. form Of /
f. side ~ Yds. T. ard " at - end by - id,. :
y AID rsrains o. n point ~ : end sec.