Alma record. (Alma, Mich.) 1878-1928, 1919-08-07

NO. sss~DRAIN.
Minutes al survey % center line and specifi
cations for locating and establishing a tile
drain a. IN PINE River Township. Gratiot County
Commencing in the channel OF Sugar Creel
at point 1887 chs. South and 1852 chs
=, Thence n SO "a degrees W 1884 chs
Thence 5. Ola degrees W. l.3i chs and eros
S ,Snrn i ne at station plus Ie5 ks dis
Section p Pine River Twp.
Thence ON same course $50 chs. Thence n
- 81 desreos w. s,l2 chs, Thence s. sGb
5.Os chs. and cross West IL line az station
II plus " ks. distance - chs. North III
center Of ). W. IL Of Section % Pine Rive
Twp
Thence on same course a.i0 chs. Thence \
50 des " s.ls chs. Thence \ 40 81 deg W
1905 chs. Thence n. IL deg. +. 278 chs anc
sfo,s oVuAItsr Lane al station 81 plus isl
a distance 50 lAs. EAst of Quarter pot on
West side of See p Pine River TWP
Thence On same course - ~ chs Thence n
~ dosrees w s5 lks. and cross SECTION Line
90 COS North Of North Is i'm. Section
u Pine River Twp
Thence on same course As ks Thence y
"a DEGREES r. Il y chs and cross section
Line al station 81 DIV i52 ks. a distance IA
ks. Wet of the y. II. corner Of Section III
Pine River Twp.
Thence on same course 80 ks. Thence n
81 degrees W 28.Ai chs. and cross S i-s line
at Station SO plus i2s iks. dissano. l8.4a
River Twp.
Thence on same course n ks TheAee
North 100 chs. and end at Station So "a IN
lance 46l chs. North and ~ "a chains We.
on south Is post on East side Of Section 10
Pine River Twp.
Stub No / crossing highway from Station
30 plus % ks. West ! rod and cross See
Line az 2.13 chs. South Of West Quarter most
Section p Pine River Twp. Thence on same
Stub No. crossing highway from Station
~ plus 10 ks. West rod and cross sec.
Line at a ks. North Of West Quarter post
course ! rod and end.
Stub No. crossing highway from Station
80 Thence West | rod and cross Sec. Line
tpn y Pine River Twp. Thence on same
course | rod and end
Length Of Main Drain 1872 chains.
Length Of stubs drains at 50 ks eacl.
$50 chain.
Total length Of Main Drain and stubs 1873 so
Length Of drain on each descriptions Of land
Description Section ownsers Name Chains
= W. = Of s. T. 22 p a Sniff 1926
" Z Of n W 4 e Sec Seo b ss%hss 27 7ss
2 Of n T. 2i L. M Sweet 1900
= = OF 3 IS Frsnk Sloan Est 2s.ti
W. = Of S0 s. W. H.22 Geo. Kemler OPS
5. T. 4, n John f. Hicks 0.2b
W y of n. W. a 22 Geo. Davidson OBS
T. Of n E. 4 81 L. NJ Sweet OPS
W y Of N. W 4 22 Geo Davidson o.2S,
r i OF n f. !, 2f l.. NJ. sweet 0.2S
Drain surveyed March 30 1919. under direc.
ton. Of Erva X. Laycock. County Drain Com
missioner.
J. W. and 7. II. HARRoD. Surveyors.
Specifications
% Station stakes and grade hubs are set
eight rods ~ he drain nd nun
bered consecutively from zero at outlet to the
upper end.
four feet To left of center line of drain
throughout.
49, A right of way two-rods in width
measured on each side OF center line Of drain.
will be required for construction Of drain.
"a. Right Of way 10 be clear red Of timber
and brush. All brush 10 be pulled and piled
on right Of way -sway. from the drain;
go Vtrfed drain tile of the following
sizes and quantities will be required
From Sta. to Sta. 10 or 80 rods Of ls-ineh
tile.
From sta 10 TO sta 80 or 100 rods of is-
From sta. 80 to sta. "a or 80 rods of L.
inch tile.
From sta. 81 to sta. a5 or s. rods OF Is
From sta. as to sta. 90 or Sc rods of IL
inch tile
From sta 50 to sta so or 90 rods Of To-
inch tile.
From sta. so to Sta. Sc or Is rods>of s-inch
tile.
stub No. l rods Of l0-nch tile
Stub No. rods Of l0-inch tile
Stub No. 3 2 rods Of zach tile
CO. Tile must be laid in good alignment
and TO proper grade.
CD Connections viii be arranged for al the
date Of the drain sale. and will be- placed %
the satisfaction of land owners.
is) All angles must be turZsd on easy
curves commencing two rod back from angle
stakes.
isl An joints 20 he made closrtttins. .ie
rpust be Clipped II necessary o. maze tight
joints
JOl One concrete headwall eight concrete
,atchha sins and three concrete and tile bulverts
a ill be- required built according 10 the standard
.pccifcations Of the Drain Commissioners a.
ice
lD Tile must not be covered until after
Inspection by the County Drain Commissioner
lr MS surveyor
ll2l After inspection and approval, tile j
hall be- covered with not less than two feet
# earth.
49, Depth Of drain is given in feet and
enths measured from level Of grade hubs
according t. q profile which Is on file IN the
~ ice Of the County Drain Commissioner. and