Alma record. (Alma, Mich.) 1878-1928, 1917-11-29

ANFN' 49,
cross north side Of section 20 at station 20
plus Oh distance 2.5i chs. east of east :
line.
Thence ON same course % ks. Thence y
p w loss chs. and cross east = line section
Il sumner Twp AZ station 81 plus N "A dis
tnncc 1000 chs. north Of section line.
Thence - 5.12 chs. Thence n 80ia
W lo.S chs. Thence west along south side of
rs line 9.06 chs. o. north and south q line
section II Sumner Twp. at station 90 plus ~
distance 10 ks south 81 south J.. line.
Thence on same course ~ ks. Thence
north an west side 81 quarter line 10 ks and
cross south rs line ~ station il plus l0i.
Thence north parallel 10 quarter line - %
chs. and cross quarter limo at station s. plus
1872 u distance - ks. west of center of section
II Sumner Twp.
Thence on same course 1888 chs Thence
n 49, w 26.33 chs TO west j line section
/ II at station q plus 1874 a distance 32Schs.
south Of section line.
Thence on same course Is ks Thence "
/ - 3.2s chs. to section line on north side of
section II sumner Twp. az station 20 plus 100
a distance IL ks west Of w X post.
Thence \ 2 20.02 chs. 10 south = line
section Summer Twp. NJ station 50 plus 100
a distance 10 ks. west of west X line.
! Thence on same course 33 RS Thence y
! 50 w s.3l chs. Thence north 1882 chs. 10
quarter line section Il sumner Twp. AZ station
1903 Plus las distance 1880 chs. east Of west
side Of section.
Thence on same course 2O.0lchs and cross
north line section IL Sumner Twp. at sta
tion l l3 plus li9 distance - go chs. east Of
west side Of section.
Thence on same course 1888 chs. Thence
west 1858 chs. Thence north 80 ks. and cross
section line north side of section ;. Sum
ner Twp al station l25 plus 1873 a distance
s.97 chs. east of y. W. corner Of section.
Thence north ~ ks. and end on section
Sumner TWp at station l25 plus l15 dis
lance ~ ks. north and s97 chs. vest Of S.
W. corner of section.
Length Of cleaning out job on Drain No.
ll2 is 1850 chs
Length OF drain No 500 is 25i.75 chs
Total length of drain 27O25 chs.
Length Of drain on each description Of land
is as follows
n q, OF MI of Sw =. sec. q. Thos. Pelton.
W !. of Nwi,. see. 2i Mrs f. Lowell. 7.5e
chains
S !. of NE y. sec. 20 Frank Refs. ao.2s
NE y Of Ne y, sec. 20, John Null, s7.2o
chains
sE a OF 81 y. sec. Il, Adam Brecht, ii.l4
sw (, of Sc a. sec. Il. F. f. sellon, 25.e5
NJ. Of Els OF sw u, Sec II. Adam Brecht.
4 Of 81 i, Of NE II see. II. Mrs Mag
+ \, Of NV Il, sec. II. ". n. Baldwin. 1850
= Of NV 4. sec. II. W. n. Baldwin 1880
NV u of NV i. sec. II. Allen Baldwin
swh Of sw y. sec. 5. A. 5. Hahn 2s.9s
chains.
Sc !, of sw y. sec. 9. chas. Shepherd
2O02 chains.
Ne hof swh. sec :. f. c. Marcy. o.3s
chains.
NV 4, Of sw u. sec. s. Thos croton. 2s.4s
ST. Of NV -. sec. 5, Mrs. +. c. Marcy.
NV ], Of NV j.. sec. s, Jessie Watkins.
1884 chains.
rhafpa
Drain surveyed August OF. 1917 under
direction Of Eva r. Laycock. County Drain
'''''''' j. W. and T. II. HARROD. Surveyors.
Specifications
90 station stakes and grade hubs are set
every eight rods and are numbered con-
seeutively from zero at outlet TO upper
,a stake are set twelve ,l2) feet TO right
of center line Of drain throughout.
80 a strip Of land -four ~ rods wide on
eerf side of center line Of drain VIII be
required for right OF way 10 be used
I'm construction of drain and for deposit
tions of earth.
al Righ, q way to be cleared and brush
and timber piled. No timber 20 be- cover
"A with dyposition- ~ earth.
f-i The bottom width az drain shall ne TOUR
feet throughout.
,@ Tho slope Of banks 70 be- one and hat
feet horizontal - one foot vertical.
80 No excavations shall be placed within
six feet of top edge Of banks suitable
openings must b, left between the depcs-
rions Of earth 20 allow the free passage oi
water at such places where me suri"ee
donuuds same. Also openings must be
left at all fence liur5 20 permit the It-
placing Of fences.
80 Four highway bridges will be required.
tqy The depth Of drain and width on top ~
measured from level Of the grade hubs
and is given in feet and tenths according
10 a profile which is made part oi these
specifications and which may be seen AZ
r st.L s.tttafs FltF
sioner.
,lo, A certified check for cash in the sum Of
$500 90 Will be required To be deposited
with the Drain Commissioner As a guaran-
tee that contract will be entered into by
those desiring TO bid on cxcavatinp work,
and "a certified check Of 5000 90 VIII Toe
required from those desiring To bid on
bridges.
dn Check Of successful bidders viii be held
until proper bonds are furnished and ac-
captcd Checks Of unsuccessful bidders f.
will be returned Immediately after sale.
02i A depth Of six inches below that SHOWN
on specifications and profile VIII be re-
duircd excavation.
Said work will be let M one section IN ac-
with the diagram now on file with
tho Office of the County Drain Commissioner
lf the County 81 Gratiot 70 which reference +
may be had by all parties interested, and bids .
l.ill be made and received accordingly. Con- +
tracts will be made with the lowest rcspon- .
.iblc bidder irving adequate security for the .
of the work, in sum TO be hNed 4
then ana there ny me- ft~tINllk 70 HSStlA th' +
right to reject any and all bids The date for .
the completion of such contract and the terms .
If payment therefor shall be announced at the .
time and place of letting.
Notice j. further hereby given, that at the F
time and place Of said letting or at such other
time and place thereafter To which /, the .
County Drain Commissioner aforesaid, may .
ad journ the same. the assessments Tor Dement'S /
and the lands comprised within the no 500 !
drain special assessment district. and the APP /
thereof will be announced BY me 4
and will be subject TO review for one day.
from nine o'clock in the forenoon until hve
o'clock in the afternoon. The following Is
description of the several tracts or parcels OF
and constituting the special assessment dis
rict OF said drain. to wit:
Drain No 3ss. q
A parcel Of ground com. 100 rds y Of SW
or sec. 5. thence 100 rds. SO rds. NV
% beginning. sec. g. r. =. Clapper.
+ Of ST., Of 81 = and = 2 Of sW 4
81 Sc a OF Sc q. s. NJ. V. Clapper.
NJ 81 NE a. sec. Z. Chas. Sanders.
Sc >, Of M ~ sec. Z, VIM. Common.
Eis of Sw =, o. NE -. sec. !. VIM Con-
nor.
a parcel Of ground commencing at NE cor.
u NV =, OF NE a, thence 80 rds. w 40
4 Of n Z Of NV i, Of ST y. sec. !.
ioA in sa. form in Ne cor. Of So. Of W :,
II Sc =. sec. Z. Mrs. G. Elliot.
= of Sc a parcel Of ground 100
-ds N and S BY 40 rds = and " in sw cor
NV y, Of NV y. sec g. Jessie watkins.
NE u Of NWh ex. parcel Of ground 30
'ds N and s by 40 rds and w. in NE cor.
ana cx. a parcel Of ground 20 rds and 5
y ~ rds y and w in 81 corner. sec. >.
V Of NE !, ex a parcel Of ground 80 rds
Y and S by y rds and W in NE cor. sec.
J. Mrs. f.. c.. Marcy.
NE u Of SW a. sec. s, r. c. Marcy.
SW "a Of SW ". sec. :. Mrs. Ida Hahn.