The Owosso times. (Owosso, Mich.) 1897-1926, 1911-03-31

deg 500 CHI. thence 5S deg e 1.79 CHI
thence SO deg. Adj CHI. thence AZ IL
deg. e 5.SS CHI to n line of said land at a
point O.29 CHI. W of ne cor. OF same Whole
dist. on said land 1927 CHI.
Running thence on the n "a NV IL OF
r. r. sec Is, Thos Conroy, owner, n 1-2 deg
2447 CHI. to terminus in Jones creek drain.
Whole dist. on said land 24.47 CHI. Said COR
rigal drain terminates in Jones creek drain
from the pit. of intersection of the S line
of the G.. T. r. r. and the and "A line
sec IL II ~ r. e. Total length of
rds.
Branch No. 1.
Branch No. of said Corrigal Drain is
located as follows to-wit: Comemncng at
a pit. in the and IA line 25.10 CHI. s of
the Ia post Sec. 81 In said twp. of
Gaines T. N. r. E.
said sec. 81. John Rhubottom. owner. n
Al ga deg. CHI. thence 50 deg. e ISL
Whole dist. on said land 1851 CHI. Said
terminus being a pit. 80 CHI. of NV cor.
Of kobt. orr's land or at Sta. q plus o.6s
CHI. in main Corrigal drain. Whole length
Of said branch No. 1 being 1851 CHI. or
4224 rds.
Branch No. 2.
Branch of No. of said Corrgal drain
is located as follows. to-wit: Commencing
az stake No. ID at a point $50 CHI. and
!l5O CHI W from is post between secs
lS and 10 OF the twp. Gaines, II. NJ r. e.
Running thence on the side of highway
on the IL sc Ia also on the 1-2 sw Ia
Sec. 10, JOnn mkian est, owner, n 80 deg
1446 CHI. to terminus in main Corrigal
drain at stake No. 1872 plus 031 CHI at a
point 1879 ch; OF sw cor. of said e 1-2
1916 CHI. Whole length of said branch
No 14.46 CHI. or s7.s4 rds
Specifications.
The line or the drain as described in these
minutes OF survey is the center line thereof
and the right of-way required for the con-
struction of same and the deposition of
earth excavated therefrom will be one hun
dred (100) feet taken in equal widths along
either side OF said center line to wit: Fifty
(50) feet on each side of said center
Grade stakes are spaced at the uniform
distance apart OF four 90 rods from sta. o
to sta ID OF the main drain and of the
sta. IA to the terminus of the main drain
stakes are spaced at a uniform distance
of eight (S) rods and are numbered con-
secutively from stake II to it's terminus.
Bearings given are taken In the same d.
rection. Except from 1877 to 146 which is
2 By rods and Nos. between 1877 and lac
All grade stakes must be preserved and
In nowise disturbed II destroyed through
contractors negligence will be reset at his
All measurements given In the location
of the center line of this proposed drain
are in chains and hundredths OF chain
land surveyors measure of four 90 rods
to the chain of one hundred (10O) links
All timber within the limits Of exca-
beyond the depositions of earth and with
in the rIght-of- way.
All excavations shall be removed at least
three CD feet from top edge OF banks
and spread out on the right-of- way
suitable openings must be loft or made
through the dispositions of earth to afford
n free passage OF surface water at such
places as the general surface may demand
All angles shall be turned on an easy curve
commencing two CD rods each way from
the angle stake.
This proposed drain will be constructed
a tile drain from sta. to sta. II. size of
tile to be II inches and from sta. II to its
terminus to be constructed an open drain
three (3) feet wide on the bottom from
trade stake II to stake 80 plus 0.20 or
line between sec 30 and Fl and four ()
feet on bottom from here to the terminus
Branch No is to be constructed a tile
irein. tile to be 10 inch tile.
Branch No. 9 is to he constructed a tile
frnin. tile to be inches.
Bank stones shall be one and one half
u 1-2) horizontal to each foot IN depth
rs shown In the ANNEXED grade table which
Is made n pert Of these snecihcations
All measurements given In the annexed
Rrade table are In feet and hundredths OF