Alma record. (Alma, Mich.) 1878-1928, 1918-10-31


Thence ). So r. 4.6l chs. Thence 5 3lia
?. ga chs. and cross south line at Station
plus 81. distance 40 cha. east Of west
side Of section 4, Arcadia Twp.
Thence ). f5ia' sac chs. Thence N
77is- l.. GIL chs. and cross west \ line at
station rs plaa IA. a distance 465 chs. south
Of center OF 5. ". "a Of section 4. Arcadia
Twp.
Thence on same course 50 lks. Thence N.
So r. f79 chs. Thence 5. So r.. 1911 chs.
Thence 5. GO r. $50 chs. Thence s. So r.
20 lks. and cross quarter line Of section 4.
the western limits Of the City Of Alma. at
station % plus IS. distance $50 chs. north
Of south side 81 section 4. City OF Alma
Thence or anne course $50 chs Thence
a. + az chs. and end at station 80 plus
Ia, d. tance us chs. north and 1892 chs
east Of south quarter post of section 1. being
the $. ". corner Of the City Of Alma.
Branch No.
Branch drain commencing in Main drain
a, station plus 81. a point on south = line.
distance 100 chs. east OF Vest line OF see
tion I. Arcadia Twp.
, Thence ,ee. $. % ". s.23 CHI. Tassnes s. ss'
and cross south line Of section AZ station 10
plus i6i. distance 6.2s chs. west Of west /.
post
Thence on same course SO ks. and end on
tance IS ks. south and s2s chs west of west
post on north side of section 9. Arcad.
Twp.
Branch No.
Branch drain commencing in channel Of
branch No. | AT station 3 plus 81
Thence ). 90 " 4.5a chs Thence \
VI" en-. ana cross west line of
~" - =, "ua '"I AT station plus %.
distance Hos chs. north Of s. W corner
Of section g.
Thence ON same course AZ ks. and end on
Net side of highway at station plu- w.. q
~ ''"'' l.u' en' north ana As lhs west OF
Lenrth ~ Main drain 6l.42 chs
t'N+tn OF brahth drain ~. - 90 chs.
1.'nt'" gu nianeh Dram No $40 chs.
- o., cram 80 ems
I"nhtn oi dram on each description Of land
Al. "A. iollo~.
$50 'n"' l."'l "i n r. % OF =. !, d, south
"'" east oi iHe river see D. pooley. Lio
"a
' "i ~ 80 see g. Nm burke. llO5
'n,
"l p e. -ec 4. Id Hooper,
800 co.,
"' a.. sec d. &. =. HSinline,
"a
y W :, OBJ b. Is, Sec .. {. r Hainline
l0.'' chs.
AZ hraneh No.
a" 80 &c 4. 70. Hooper
- '"'' 49,
v" - "i \. W u. sec. =. Nathan r.
Odel'' o.Sa en- H.,
A. "aneh No.
. . oil y I" =, sec. 4. I'd. Hooper
- ems.
> r. "i = r. q, see. o. Roy Goodspced
g nts,a chs. ,,., A.. .
IRAN SUI ,tyed august "a, 1918. under
I g..i'T. oi hr'A X layeoek. County Drain
commissioner w. harrod. Surveyor.
Speeiheations
oe"No" 9tAhen anu stauc hubs arr sci
,oN "P~1. anu ar humbe' consecutYey
'p, 1 ~" AT ouu.t - upper end.
i'et 70 riRht OF center line Of drain
Man dram and both Branch drains.
r,kn' OF way rods ~ width each
SIDE Of center line Of drain will be required
tor construction of drain.
NUM- OF way 70 be cleared Of timber
49,. go o'"s" 10 DE- Iulled and pled on right OF
way
YOU 'Niintd tile Oh the following sizes and
amounts WA % ,.luHSo
NAN Drain
"" St"'i"" plus lou 70 station OI
men tu.'
rom station 10 station plus II or 27.2<
- '.en th'
80 ~" 'e".io" pia9 81 I" station 10 or
T"us' ~ men ne
~ ~ "''"" 80 3" station go or ~ rods
men ti"
rom ,tAtl"n ~ 70 station 80 plus li2 OF
'''0 RUS men Tie.
branch No.
'm stati"n 70 station plus - or Is
iv1s ~ men tlr
rom ,tat'on 8 plus 70 20 station II cor f'
t"uH' : men tIl..
brHneh No.
i"n' stat'vn I" station plus - or 35.s
rods' men Tile.
(ol Tile must be laid in good alignment
and 10 proper grade.
W corrections VIII be- arranged for a,
uAy OF drain sale and be- placed In drain "a
abstraction OF land owners.
80 All angles 20 be turned on easy curves
commencing two rods back from angle stake
90 All joints 20 be made tight and close.
hitting. Ends Of tile 20 be- clipped II necessar,
10 make good joints.
tlOl One headwall and three catchbasin-
butt according to standard plans viii b.. r..
CURED.
Ia not - a