Alma record. (Alma, Mich.) 1878-1928, 1919-08-14

NO. 3ss DRAIN.
Minutes of survey of center line and spect-
cations for locating and establishing a tiled
drain in Pine River Township. Gratiot County.
Michigan.
Commencing in the channel Of Sugar Creek
at a point 1897 chs. South and 1882 chs.
East of center of Section p Pine River Twp.
Thence N SO ga degrees W. 1884 chs.
Thence 5. 5lis degrees w. 1871 chs. and cross
Quarter line at Station plus 1913 ks a disc
lance 400 chs. South oi the center OF
Section p Pine River Twp.
Thence on same course $50 chs. Thence n.
IS "a degrees w So chs Thence = 500
deg. W. Az chs. Thence > - degrees w.
sos chs. and cross West TX line ~ Station
n plus ~ ks. distance 2. $50 chs North Of
center of $. W. IL of Section p Pine River
Thence on same COURSE 40 chs Thence y.
80 deg W. 5.ls chs. Thence n 30 81 deg. ".
1855 che. Thence >. iie deg. z. 2.i5 che. and
a distance go ks East OF Quarter post on
West side OF See. - Pine River Twp
Thence aga same course = 10 che. Thence y.
80 degrees W. 30 ks. and cross Section Line
1.ji chs North OF North Is line Section
~ Pine River Twp.
Thence on same course 40 Ks Thence n.
I 81 DEGREES r.. 1922 chs. and cross Section
Line at Station 81 plus l52 ks. distance %
ks. West OF the \. +. corner of Section Il
Thence on same course S8 ks Thence n.
81 degrees w. 23.l4 chs. and cross s. Is line
ot station SO plus 100 ks. distance 1912
chs Wcrt Of the East line Of Section Is Pine
River Twp.
North 400 chs and end 40 station 6f "a dis
lance 4.6l chs. North and 1879 chains West
Of South Ia post East side Of Section 10
Stub No. / crossing highway from Station
80 plus SO ks West ! rod and cross see.
Line at 2.73 chs. South of West Quarter post
/ Section % Pine River Twp Thence on same
= course ! rod and end.
stub No. crossing highway from Station
Of .af ~ most
Section % Pine River Twp. Thence on same
course rod and end.
Stub No crossing highway from station
80 Thence West rod and cross See. Lane
at 1859 chs. North Of West Quarter post See
ton % Pine River Twp. Thence on same
course l rod and end.
Length OF Main Drain 1872 chains.
Length Of 3 stubs drains at 80 ks each
Total length Of Main Drain and stubs 1885
chs.
Length of drain on each descriptions of LAND
! is as follows:
DESCRIPTION Section ownsers Name Chain,
\ " Of Of S : " + q q r r 4 4 s sinfs 5 S
v Of i 4 W " e Geo Geo b Ss%ss sss
S +. u of S f. u l6 Frank Sloan Est % 4.
N Z. y of S. f. 4 16 Jas. Mills Al
w a'I y Of IF s. W. % Geo. Kemler O2l
S. stub F. No. ? q jon" E. Hicks W.
Of n w - Geo; DS S,waet o. o.
W s' u Of So N. W 4 22 Geo. Davidson o.2l
E. 4 of N. +. "a p L. M Sweet , o,2
ton of Erva X. Laycock. County Drain Com
missioner. -
j. W. and r. II. HARROD. Surveyors.
Specifcatio
% Station stakes and grade hubs are Sc
eight rods apart the drain. and are mum
bered consecutively from zero at outlet TO IN
upper end.
i2) Station stakes and grade hubs are Sc
four feet to left of center line OF dram
throughout. LII
measured each side of center line oil drain
will be required for construction OF drain.
tl Right of way to be cleared of timbe
and brush All brush To be pulled and pile'
on right of way away from the drain .,
90 Vitrifed drain tile OF the following
sizes and quantities will be required:
From sta 0 to Sta. 10 or so rods of ls-incl
tile. - g
IF From sta. 80 to sta 81 or 80 rods Of u
inch tile.
'''i From m sta AZ to sta 50 or Sc rods Of IA
inch tile 90
From Sta. ~ To sta 90 or % r""s VI Nv
From sta. 60 to sta GO or IS rods of Sine
! tile.
.
Stub No 2 2 rods of l0-inch tile
stub No 3 2 rods of inch tile.
90 Tile must be laid in good alignmen
( and 20 proper grade. =.
a. Connections will be arranged for at IN
: date Of the drain sale, and Will be placed
. the satisfaction Of land owners
80 All angles must be turned on eaS,
curves commencing two rods back from ang
z stakes. a..
90 All joints TO be made closci'tt'ns. d
must be Clipped If necessary To make usI
joints
CiO) One concrete headwall. eight eoncrei
catchbasins and three concrete and tile bulVer'
, viii be required built according tn the standar
snecifcations of the Drain Commissioners q
fee. I'LL 90.
inspection by the County Drain COMMISSIONS
G9, After inspection and approval. al
shall be covered with not less than two tee
of earth. r. -
tenths measured from level OF grade nun
according o. profile which Is on ME IN IN
Office Of the County Drain Commissioner an
which is made "A part of these specifications