The Owosso times. (Owosso, Mich.) 1897-1926, 1913-07-18
SPECIFICATIONS
For Hinspeter Drain-Main Drain.

OuLleJ anu 6U Oil angles OF the drain,
station stakes and grade hubs are set ever,
rods apart along the line OF the drain from
the outlet to station No 81 and every 4 rod
from station No. 81 TO the terminus.
3. station stakes are numbered consecutive
~ from station at the outlet to station 81 rlus
72 at the terminus.
4. Grade hubs and station stakes are set al
follows: Station to station 81. IA links 10 the
right OF the center line of the drain and from
station 81 to the terminus, l2 links to the rlghI
OF the center line OF the drain.
OF the grade hubs at the corresponding station
stake and all dimensions are to be taker
from the grade table and profile which are
herewith returned and made a part OF the sur
vey records.
s: The depth OF the drain shall be 5.2s fee,
or less
from station to station 80 and inch tile shall
be used from station 80 to the terminus.
g.. The width OF the top OF the open portion
Of the drain shall be times the depth added to
the bottom width g feet.)
9. heslope OF the banks shall be one foot
horizontal to each foot OF depth.
10. No tile shall be covered before being In
spected and approved by the Drain Commits
sioner or his representative.
IL. All angles not Affecting the highway or
at the face OF culverts shall be turned on an
easy curve beginning and ending not less than
two rods each side OF the angle stake.
H. All tile shall be laid to true and correct
grade and no open or loose joints shall be al
Is. Between stations the bottom Of 1.-THE
drain shall be true grade based on the depth
at each station stake.
be removed far enough each side OF the center.
line VI the drain to leave the full width oil the
drain, good. clean BERN OF FIVE feet and the
spoil banks In the cleaned area.
Is. The right OF way shall consist OF strip
OF land eighty feet wide, 40 feet being on each
side OF the above described route which SHALL
be the center line of the drain. y.
10. All work shall be done in good work
manlike manner and be approved by the Drain
Commissioner or his representative before
being considered complete.
BRANCH NO. 1.
l. The spet iacations for the open portion of
the Main Drain shall apply to Branch No. I
with the following exceptions:
2. Station stakes are numbered consecutive
ly from 20 to plus 81, and are set i2 links to
the right OF the center line OF the drain.
3. The depth shall be 40 feet or less.
4. The width Of the the bottom shall be Two
S. The width of the top shall be two times
the depth added to the bottom width, q feet.)
BRANCH NO. 2.
The specifications for the tile portion OF the
Man Drain shall apply to this with the follow
|: Station stakes are numbered consectively
.: The depth Of the branch shall be AL feet
or less
order Of ohm Boutwell,, County Drain Commits
''''''' y ~ ''' v. W. ROYCE.
Co. Surveyor.
Bids may be received for furnishing and de-
livering SO rods or Dram tile.
Said job will be let by sections. The section
at the outlet OF said drain will be let first. and
the remaining sections In their order up
on file with the other papers, pertaining TO
said drain, In the once of the County Drain
Commissioner OF said County Of Shiawassee to
interested, and bids will be made and received
accordingly. Resolving the right to let 1t In
one section. Contracts will be made with the
security for the performance OF the work, In
sum then and there to be fixed by me, reserv-
Ing to myself the right to reject any and oil
contract, and the terms of payment therefor,
, hall be announced at the time and place OF
letting.
Notice is further hereby given that at the
time time a." and S place thereafter to- which l. the
County Drain Commissioner aforesaid, may
adjourn the same, the assessments for benefits
Drain Special Assessment District" and 81.
thereto, will be announced by
me and will be subject to review for one day,
from nine o'clock In the forenoon until i've
O'Clock In the afternoon.
The following is o de cription of the several
tracts or parcels OF land constituting the
Special Assessment District OF said Drain,
VIZ: The Township OF Bennington at large and
the following described lands In said Town.
ship.
Section No. I. Ten In central part Of n
30 OF sw a Of NV 4 OF Maple River; Central
5 a OF 8 10 Of sw OF NV 4; NV u OF sw
4 exc ne a and B Y, sw 4 Of sw u exc
sw q; IS OF e Of sw u; sw OF
NV 4 Of Sc v; 30 a OF sw OF Sc u.
Section No. l2. + II OF NV 4 exc NV 8 a
and sc q; Il OF NV u exc NV .; also
5 in NV corner Of g u OF nv u: NV IS a
OF W u OF ne Z.
All I'm TB NR2 East
Now therefore, all unknown or nonresident
persons. owners and persons interested in the
above described lands and you q j Thomas
Supervisor and James W. Shippey. Highway
OF the Township OF Bennington
Lyle or G s Kentaeld, ID Bartlett Ira
Snyder, A & f E Hartshorn or Henry Hins.
peter, A Cook, John Dale, G. johnson,
Geo Fauth, Edith Pierpont are hereby notified
that at the time and place aforesaid, or at such
other time and place thereafter to which said
hearing may be adjourned shall proceed TO
receive bids for the construction OF said drain
In the manner hereinbefore stated, and also
that at such time OF letting, from nine o'clock
In the forenoon TO Eve o'clock In the afternoon,
the assessments for benefits TO the lands com
prised within the "Binspeter Drain Special
Assessment District" will be subject TO
and persons Interested in the aforesaid lands,
are hereby cited to appear at the time and
place OF said letting as aforesaid, and be heard
with respect TO such special assessments and
your interests In relation thereto, II you 30
desire.
Dated this 7th dav of July A. ID. 1918.