The Owosso times. (Owosso, Mich.) 1897-1926, 1911-03-24

deg e see CHI. thence So deg. 1.79 CHI.
| thence SO deg. 4s1 CHI. thence AZ Ia
deg. 5.SS CHI to n line of said land at a
dist. on said lapd 1927 CHI
Running thence on the "a NV 1-2 of
r. r. sec IS. Thos Conroy, owner n 1-2 deg
e 24.47 CHI. to terminus in Jones creek drain.
Whole dist on said land 2447 CHI. Said cor
rigal drain terminates in Jones creek drain
from the pit of intersection of the line
of the c. T. r. r. and the and IA line
sec is t. 6 N r. e. Total length Of
said Corrigal Drain is S4e.15 oh. or 1906
rds.
Branch No. 1.
Branch No. of said Corrigal Drain is
located as follows to-wit: Comemncing at
a pit In the and IA line 25.10 CHI. OF
the IA post Sec. 81 in said twp. of
Games T. N. r. 6 Il.
Running thence on the w IA ne IA Of
said sec. 81. John Rhubottom, owner. n
Al "a deg. CHI. thence so deg. g 9.51
ch to terminus at the n line of said land
Whole dist. on said land 1851 CHI. Said
terminus being a pit. $40 CHI. of NV cor
oh foot ms 1,rs land or at Sta y plus oes
OF said branch No. 1 being 1851 CHI. or
42.24 rds.
Branch No. g
Branch of No. of said Corrigal drain
is located as follows, to-wit: Commencing
at stake No. IS at a point 0S0 CHI. n and
11.5O ch. W from is post between secs
Is and 10 of the twp. Gaines. T. 8 N. r. 6 q.
Running thence on the n side of highway
on the 1.2 sc Ia also on the g 1-2 sw IA
W 14.46 ch. to terminus in main Corrigai
drain at stake No. 1872 plus os1 CHI. at
point 1879 ch OF sw cor of said 1-2
sw Ia sec. Is. Whole dist. said land
i44e ch. Whole length of said branch
No. 14.46 ch. or 57S4 rds.
Specifications.
The line of the drain as described in these
minutes of survey is the center line thereof
and the right -of-way REQUIRED for the con-
earth excavated therefrom will be one hun
dred (lo0) 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 ca rods from sta.
to sta. IA OF the main drain and of the
branches which are to be tiled and from
sta II to the terminus OF the main drain
stakes are spaced at uniform distance
secutively from stake II to it's terminus
Bearings given are taken in the same di-
rection. Except from 137 to 146 which Is
3-6 rods and Nos between 1877 and 146
omitted
All grade stakes must be preserved and
In nowise disturbed IL destroyed through
contractors negligence will be reset at his
expense.
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 (4) rods
to the chain Of one hundred Q0O) links.
All timber within the limits OF exca-
walton and BERN to be cut and removed
beyond the depositions of earth and with
I'm the right-of-way.
three go feet from top edge of banks
and spread out on the right-of- way.
Suitable openings must be left or made
through the dispositions OF earth to afford
n free passage of surface water at such
places MS the general surface may demand.
All angles shall be turned on an easy curve
commencing two (2) rods each way from
the angle stake.
This proposed drain will be constructed
2 tile drain from sta. 9 to sta. II. size Of
tile to be II inches and from sta. IA to its
terminus to be constructed an open drain
three CD feet wide on the bottom from
Grade stake II TO stake 80 plus 0. 20 cor
live between sec 30 and II and four a.
feet on bottom from here to the terminus.
Branch No is to be constructed a tile
drain. tile to he 10 inch tile
Brapch No. 2 IS to be constructed tile
drain. tile to he 8 inches
Rank sioDes shall be one ard one half |
" LII horizontal 10 each foot in depth |
rs shown In the a-reVed grade table which |
Is made uart Of these qualifications
AN measurements given In the annexed |
Grade table are in feet and hundredths Of |
a foot
Grade Table Of CorrigaI Drain.