Alma record., 1919-07-03
NOTICE OF DRAIN LETTING
AND REVIEW


Notice is hereby given. that l. Erva r.
Laycock, County Drain Commissioner of the
County of Gratiot. State Of Michigan. will
on the 18th day Of July. A. D. 1919. at the
residence Of H. f. Petit on the East side of
SEA of section 30. Township of Pine River
Gratiot County. Michigan at nine o'clock in
/ the forenoon of that day. proceed TO receive
/ bids for the construction Of certain drain
\ known and designated Number 4O4 Drain
l located IN the Township Of Pine River in
said county Of Gratiot. and described a.
/ follows. to-wit;
DRAIN NO 404
Minutes of survey OF centerlne and speci-
I hcstions for locating and thing drain in
/ Pine River twp. Gratiot county, Michigan.
Commencing in the channel of the East
branch OF drain No. 70 on section 32. Pine
! River twp. at point p lks east and 25
! ks south of quarter post on north side of
section 81
\ l.50 chs. thence 35 2.s0 chs. thence
sSa. l7.ll chs. thence N 55Ias All
chs. thence s9' 2.ee chs. thence 72Ia'
29g chs. and cross section line at station
is plus II ks. distance 1000 chains west
/ Of Nh corner of section 49, Pine River twp.
Thence on same course 7.S3 chs thence
22i2 S.2e chains snence s4' l.S2
! chs and cross section line at station 22 plus
Sc ks, distance $50 chs north Of Sc
corner Of section 2s Pine River twp.
Thence on same course 2s lks and end
section . at station % plus So ks
Branch drain No. I commencing IN main
drain ~ station on section S2 Pine River
twp.
Thence y lge 84O chs and cross SECTION
line ~ l4.O0 chs East Of quarter post
Thence on same 35 ks on 70 section
~ and end at station plus ll5 lks.
Branch drain No. commencing in Main
Drain at station 10 plus il6 section 81
Pine River twp.
Thence n ~ E s.sl chs and cross sec
tion line to section 20 Pine River twp
at point 1000 chs + Of quarter post
Thence on same course 20 lks and end at
station 2 plus 10 Rs.
drain At station IL on section 2s Pine River
twp.
Thence is' ls4 ch- and cross section
iine al station plus 80 ks distance 500
chs west Of 81 corner section 2s Pine River
twp.
Thence same course 80 ks and end on
section 32. Pine River twp
Length Of Branch Drain No I..s.-s chs
Length Of Branch drain No 4lo chs
Length Of Branch drain No 3 l.e4 chs
Length Of drain on each description Of
NJ Of Ne -. sec 80. j. D. sullivan
sw s1S Of of sf swi sec .ss ss Hr Petit "a
n. Of NEh. sec. 80 J. D sullivan.
So Of Sell. sec. %. II. F. Petit. 0 So
NJ. Of MEL. sec 92 J .. Sullivan.
3. FL.
81. Of sE'.. sec. %. H. p. Petit, %.
Branch No. }
81 Of SEl.. sec %. II. F Petit. l34
N'2 Of NEA. sec. s2. J. d. sullivan.
Train surveyed May r 1919. under diree-
tioon Of Erva X. Laycock. County Drain Com
missioner.
J. W. and T. H. Harrod. surveyor.
Specifications
- Station stake and grade hubs are set
eight rods apart on main and branch drains
and are numbered consecutively from zero /
AZ outlet % upper end.
q Station stakes and grade hubs are set
tour fect 70 the righ, Of cepier line. on main
81 a right Of way two rods in width win |
he required measured from each side Of III. /
center line Of drain. for the construction Of /
drain.
90 Right Of way Must he cleared All |
brush to be pulled and piled on right Of way
away from the drain
90 vitrihed drain tile Of the following
size and quantities will be- required.
T rom Sta 20 Sta or 40 rods IL inch tile
Prom sta. 60 Sta 10 or 40 rods II inch
From sta 10 to sta. Is or 81 rods inch Il
tile
Prom, Sta Is to sta n or - rods inch Il
tile.
From Sta. p to sta % plus So or ia rods
Branch No /. Is rods. inch tile.
Branch No ?. 1914 rods inch tile
branch No. 3, t.bb rods. inch tile.
90 Tile must be laid in good alignment
and 10 proper grade
90 Connections will be arranged for and
placed 10 the satisfaction OF land owners
80 All angles must be turned on easy
curves commencing two rods back from the
angle stakes.
tsl All joints must be- made close fitting
Tue must be- chipped II necessary to make
tight joints.
n0l One hcad-wan and five catch-hasin.
pnit OF concrete according 20 standard spec
iheations will BE- required. also four concrete
or concrete-tile cuiverts will be built e. carry
the Hood water under the highway
lll Tile must not be Covered mil after
Inspection -. - ..sss drain commissioner or his
engineer.
tl2i After inspection and approval. tile
shall be covered with not less than two feet
n earth.
l3l Depth Of Main and Branch Drains
are given in feet and tenthsr measured from
a level ~ grade hubs according o. profile
which Is on file in the Office II the County
Drain Commissioner