EXHIBIT A
TRACT 1
Being a tract of land in the Fourth Quarter of, Range 8W, Township 6N, Jefferson Township,
CoshoctonCounty, State of Ohio and being further described as follows;
Note: North based on coshocton county ortho-photos. Research Data; deeds, surveys and plats
of record. This survey is affected by a portion ofthe Village of Harrington P.B. 1T., PaSe 218.
The lots of this portion of Harrington vacated by auditor June 3, 1931 and on record with the
plat P.B. 1T., Page 218. There is no evidence that the streets were ever vacated
Beginning at a point in the center of County Road 41 and on the West line of the Village of
Harrington and located along said West line 21" 0d 37", a distance of thirty and forty-three
hundredths (30.43) feet from the Northwest corner of Lot 62 in said Village of Harrington;
Then with the said center of County Road 41, the following five (5) courses;
I.
2.
284" 47'32", a distance of one-thousand two-hundred thirty-five and fifty-eight
hundredths (1235.58) feet to a poinU
(320.2u
283" Og' 55", a distance of three-hundred twenty and twenty-one hundredths
feet to a point;
three-hundred twenty-four and sixty-seven hundredths
3.
278"
4.
(324.67) feet to a Point;
275" 33' 55,,, a distance of three-hundred seventy-two and twenty-seven hundredths
L!'
15" , a distance of
(372.27) feet to a poinu
5.274"29',39",adistanceoffour-hundredfifty-fourandtwelvehundredths(454.12)
to a Poinu
feet
(6) courses;
Then through the lands of Double D Ranch Inc. ( D.R. 356/659) the following six
L.
a set 5/8" x
04" OL' 44"a distance of eighteen and eighty-two hundredths (18.82) feet to
30" rebar with Plastic caP;
2. Continuing 0 4" oI' 44' ,a distance of one-hundred thirty-one and fifty-seven hundredths
(131.57) feet to a set 5/8" x 30" rebar with plastic cap;
3. 76" 48' 23,,, a distance of two-hundred ten and seventy-five hundredths (210.75) feet to
5/8" x 30" rebar with Plastic cap;
(205.29) feet
343. 20' 12", adistance of two-hundred five and twenty-nine hundredths
to a set 5/8" x 30" rebar with plastic cap;
(19'27)
Continuing 3 43" 20' t2",a distance of nineteen and twenty-seven hundredths
feet to a point at the low water mark of the Walhonding River;
twoWith the said low water mark of the walhonding River, 228" 45' 02", a distance of
hundred thirty-seven and eighty-four hundredths (237.84) feet to a point at a southeast
a set
4.
5.
6.
corner of the lands of W'T. & J. Murray (D.R. 281/759);
Legal Description Approved
By Jona Lee Mikesell
JEF-4-0100
12/10/12
5
1 of ____
Page ____
Then with the East line of the said lands of W.T. & J. Murray (D.R- 28U759),00" 58' 34", a
distance of one-hundred sixty-one and thirty-nine hundredths (161.39) feet to a point in the
center of the said Walhonding River;
The with the said center of the walhonding River the following sixteen (16) courses;
54" 23' OL" , a distance of three-hundred six and eighty-eight hundredths (306.88) feet to
I.
a Point;
(688.35) feet
68" 50' 42" , a distance of six-hundred eighty-eight and thirty-six hundredths
2.
to a Point;
3. 58. 23' 33", a distance of five-hundred thirty-three and eighty-one hundredths (533.81)
feet to a Poinu
4. 52" OO'08", a distance of three-hundred twenty-one and thirty-hundredths (321.30) feet
5.
to a point;
(290.68) feet to
36" 53' 14,,, a distance of two-hundred ninety and sixty-eight hundredths
a Point;
6.
(308'89) feet
L6" 52' 47" , a distance of three-hundred eight and eiShty-nine hundredths
to a Poinu
7. 09" 31' 23", a distance of five-hundred ninety-one and twenty-three hundredths (591'23)
feet to a poinu
8. 23" 2I' 43",a distance of two-hundred thirteen and eighty-three hundredths (213'83)
9.
feet to a Poinu
hundredths (174'321
60" 01, 06', a distance of one-hundred seventy-four and thirty-two
feet to a Point;
hundredths (137 '37|
10. 86" 07, 17,,, a distance of one-hundred thirty.seven and thirty-seven
feet to a poinu
hundredths (153'97)
11. 106" 39, 2g,', a distance of one-hundred fifty-three and ninety-seven
feet to a point;
eighty-three hundredths
12. I3O. 4€ 22", a distance of three-hundred seventy-eight and
(378.83) feet to a Point;
13.140"33,18,,,adistanceofthree-hundredthirtyandninetyhundredths(330.90)feettoa
point;
hundredths (413'84)
t4. 147" 47' 45,,, a distance of four-hundred thirteen and eighty-four
feet to a Point;
hundredths (304'62) feet to
15. 136" 45, 39,,, a distance of three-hundred four and sixty-two
a Poinu
four hundredths (838'04) feet
16. t32" 33' 16", a distance of eight-hundred thirty-eight and
toapointattheNorthcornerofthe|andsofWarsawWarriorLTD(o.R.119/891);
the following two courses;
Then with the said lands of warsaw warrior LTD (O.R. 119/861),
t.
hundredths (152'34)
225" 03'36", a distance of one-hundred fifty-two and thirty-four
feet to a set 5/8" x 3d rebar with plastic cap;
Legal Description Approved
By Jona Lee Mikesell
JEF-4-0100
12/10/12
5
Page 2
____ of ____
2.
tgs" 15' 06", four-hundred sixtY-one and fifty-three hundredths (461.53) feet to
5/8' x 3O' rebar with plastic caP;
a
set
Then continuing with the said lands of Warsaw Warrior LTD (O.R. 119/861) and the lands of
T.s./ & L.s. Cullison (o.R.384 /1561,lg5" ].5' 06", a distance of three-hundred fifty-six and
eighty-two hundredths (356.82) feet to a point on a right-of-way line of state Route 60;
(7) courses;
Then with the said right-of-way lines of State Route 60, the following seven
2g3" 59' 49" , a distance of thirty-one and seventeen hundredths (31.17) feet to a
recovered 5/8" rebar (bent);
2. continuing 2 83" 59' 49" ,a distance of ninety-five and thifi hundredths (95.30) feet to a
recovered 6" concrete highway monument (leaning);
3. 23L" |'|L, L3" , a distance of five-hundred two and sixty-nine hundredths (502.69) feet to a
recovered 5/8" rebar (bent);
1.
4.23I"764o',adistanceofone-hundredninety-fourandseventy-fivehundredths
(194.75) feet to a recovered 5/8" rebar with plastic cap;
6.
(307'51) feet
216" 38' 04" , a distance of three-hundred seven and fifty-one hundredths
to a recovered 5/8" rebar (bent);
(32-94) feet to a
145. 49' 3g", a distance of thirty-two and ninety-four hundredths
.
recovered 5/8" rebar (bent);
feet to a point in the
206" L9', O9", adistance of twenty and fifty-five hundredths(20.55)
5.
7
center of TownshiP Road 418;
of said county Road 41 and
Then with the said center of Township Road 418 and the center
of one-hundred ninety-two
crossing the center|ine of State Route 60, 2a4" 47'32,,, a distance
point of beginning;
and thirty-seven hundredths (192.37) feet to the
seventy-three thousandths
This tract contains one-hundred fifty-one and eight-hundred
Registered Professional Surveyor
(151.873) acres, more or less, as surveyed by R' Scott Johnson'
No.6791, October tg,z}].zand revised November 19'2012'
3 of lands previously
lands of parcel No'
This description is intended to convey part ofthe
(014-00000279-00 part)'
transferred to Double D Ranch Inc. (D.R. 356/569)
3 ,/^tt
/J*, .i:$k#iii1
: i
i*:
Legal Description Approved
By Jona Lee Mikesell
JEF-4-0100
12/10/12
5
3 of ____
Page ____
JOHNSON
t- r.. 679l
...' ."
1"r*TltiF3"J
TRACT 2
Being a tract of land in the Fourth Quarter of, Range 8W, Township 6N, Jefferson Township,
CoshoctonCounty, State of Ohio and being further described as follows;
Note: North based on Coshocton County ortho-photos. Research Data; deeds, surveys and plats
of record. This tract to go to an adjoiner only.
Beginning at a point in the center of County Road 41 and located by the following six (6) courses
from the Northwest corner of Lot 62 in said Village of Harrington (P.8. 1T. / 218);
1.
With the west line of the said Village of Harrington (P.B. 1 T. / 218), 2I" @' 37" , a
distance of thirty and forty-three hundredths (30.43) feet to a point in the said center of
County Road 41;
2.
3.
284" 47' 32" , a distance of one-thousand two-hundred thirty-five and fifty-eight
hundredths (1235.58) feet to a point;
283" 09' 55.,, a distance of three-hundred twenty and twenty-one hundredths (320.21)
feet to a Point;
\l'
4.
278"
5.
(324.67) feet to a Point;
275" 33' 55,,, a distance of three-hundred Seventy-two and twenty-seven hundredths
6.
(372.27) feet to a Poinu
274" 29' 39", a distance of four-hundred fifty-four and twelve hundredths (454.12) feet
L5" , a distance
of three-hundred twenty-four and sixty-seven hundredths
to said beginning Point;
Then continuing with the said center of County Road 41, 274" 29' 39", a distance of thirty-one
and eighty-eight hundredths (31.88) to a point on the west line of the lands of w.T. & J. Murray
(D.R. 281/759) and located OO" 53'34", 62.82'lrom a 6" concrete monument;
Then with the said East line of w.T. & J. Murray (D.R. 281/759), 0o" 58' 34", a distance of
twenty and seventeen hundredths (20.17) feet to a set 5/8" x 3d' rebar with plastic cap;
Then with the said East line of w.T. & J. Murray (D.R. 281/759) and F.D. Chaney (o.R. 245l79l
(213.80) feet
continuing oo" 58'34", a distance of two-hundred thirteen and eighty hundredths
to a recovered %" rebar with aluminum cap;
Then with the said East line of F.D. Chaney (O.R. 245l7}l and continuing 0O" 58' 34,, a distance
twenty and no hundredths (20.00) feet to a point at the low water mark of the Walhonding
River;
Then through the lands of Double D Ranch lnc. (D.R. 356/659) the following six (6) courses;
1.
2.
with the said low water mark of the walhonding River, 48" 45' 02" a distance of twohundred thirty-seven and eighty-four hundredths (237'84) feet to a poinu
163" 2a !2" , a distance of nineteen and twenty-seven hundredths (19.27) feet to a set
Legal Description Approved
5/8" x 3O" rebar with Plastic caP;
By Jona Lee Mikesell
JEF-4-0100
12/10/12
5
4 of ____
Page ____
3.
Continuing 163" 20 12", a distance of two-hundred five and twenty-nine hundredths
(205.29) feet to a set 5/8" x 30" rebar with plastic cap;
4.
256" 48' 23" a distance of two-hundred ten and seventy-five hundredths (210.75)feetto
a set 5/8" x 30" rebar with plastic cap;
S.
I84" OI' M", a distance of one-hundred thirty-one and fifty-seven hundredths (131.57)
feet to a set 5/8" x 30" rebar with plastic cap;
Continuing 184'01'44", a distance of eighteen and eighty-two hundredths (18.82) feet
to the point of beginning;
6.
This tract contains one and eight-hundred no thousandths (1.000) acres, more or less, as
surveyed by R. Scon Johnson, Registered Professional Surveyor No. 6791, October 19,2O!2 and
revised Novemb er 19, 2OL2.
This description is intended to convey part of the lands of parcel No. 3 of lands previously
transferred to Double D Ranch Inc. (D.R. 356/669) (014-00000279-00 part).
,A./.at /J*a,
Legal Description Approved
By Jona Lee Mikesell
JEF-4-0100
12/10/12
......$$irii.rfii..,
5
Page 5
____ of ____
:+i:
2.
SCOTT
JOHNSON
i*z
:^:
i i
". 6tst
*9g;"
?r, '1.."-u.,.,,
-j
""..i';.ii'i:i:ir'.-'