HomeMy WebLinkAbout964448W
W KNOW ALL MEN THESE PRESENTS, That
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a o 2 Verdean Heiner and Helen Heiner,
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N o0 n. W W husband and wife
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of the County of Lincoln, State of Wyoming
CNI CD a 5 w in consideration of Ten and 00/100 Dollars ($10.00) and other good and valuable
N 4t Z v consideration to them in hand paid the receipt whereof is hereby confessed and
In Z Q F- a have remised, released, convey and forever quitclaimed and
j w Z by these presents do for my heirs, executors and administrators,
W w 0 remise, release and forever quitclaim unto
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W Ce O z
C) Dick R. Heiner and Diana L. Heiner,
W m 0 husband and wife
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whose address is 3193 County Road 123, Bedford, WY 83112, heirs and assigns, forever
all such right, title interest, property, possession, claim and demand as I/we have,
ought to have or hereafter acquire in or to all of the following described premises, to -wit:
That part of Section 10, T33N R118W, Lincoln County, Wyoming described on the
attached Exhibit A.
This is a boundary adjustment to the east of said property and west of grantors property.
Hereby releasing and waiving all rights under and by virtue of the homestead exemption laws of
the State of Wyoming.
Dated this a.,„.1 day of »A,/ 2012.
State of Utah
)ss
County of Davis
The foregoing instrument was acknowledged before me by Verdean Heiner and Helen
My Commission Expires:
QUITCLAIM DEED
Heiner, this Z day of 2012.
CW i my band and official seal.
1i; 7rnissI Sri 4576 )C'.I.
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Verdean Heiner
Helen Heiner
Notary Public
Exhibit A
A portion of the Heiner Trust property, as referred to in
the Deed recorded with Receiving No. 935815, in Book 682,
on Page 107, with the Office of the Clerk of Lincoln
County, Wyoming, within the N1 /2 of Section 10, T33N,
R118W, of the 6th P.M., Lincoln County, Wyoming, the
Boundary and Encumbrances, being more particularly
described as follows:
BEGINNING at the Baker Engineers PE /LS 698, 1981 location
for the Southwest Corner of the SE1 /4 of Section 3, of said
T33N, R118W;
thence S89 °40'08 "E, along the South line of said SE1 /4,
1,328.98 feet, to the Baker Engineers PE /LS 698, 1981
location for the Northwest Corner of the NE1 /4NE1 /4 of said
Section 10;
thence SO 41'31 "W, along the West line of said NE1 /4NE1 /4,
1,323.32 feet to the Marlowe A Scherbel PLS 5368, 1999
location for the Northeast Corner of the SW1 /4NE1 /4 of said
Section 10;
thence N89 34'46 "W, along the North line of said
sW1/4NE1/4, 1,326. feet to the Marlowe A. Scherbel PLS
5368, 1999 location for the Northeast Corner of the
S1 /2NW1/4 of said Section 10;
thence N89 35'04 "W, along the North line of said S1 /2NW1 /4,
849.85 feet to a Point;
thence S4 52'17 "W 442.05 feet to a Point in the center of
the Turnerville County Road 12 -123, as referred to in the
Right -of -Way, recorded with Document No. 229566, in Book
24PR, on Page 130, with said Office;
thence Northwesterly, following the center of the road, the
following:
N69 0 31'2.7 "W 175.84 feet to the Beginning of a 2,899.43 feet
Radius Curve to the Left; and
Northwesterly, along said Curve to the Left, through a
Central Angle of 3'58'19 an arc length of 201.00 feet,
said curve having a chord of N71 30'37 "W 200.96 feet, from
which the Radius Point bears S16 30'14 "W;
thence N14 37'02 "E 325.24 feet to a Point in said North
line of said S1 /2NW1 /4;
thence N89 44'47 "W, along said North line, 942.30 feet to a
Point, said Point being 548.73 feet S89 44'47 "E, along said
North line, from the Lloyd B. Baker PE /LS 698, 2007
location for the Southeast Corner of the N1 /2NE1 /4 of
Section 9, of said T33N, R118W;
thence 529 05'21 "W 7.86 feet to a Point in the Northerly
Right -of -way for Bedford Turnerville County Road 12 -123,
as referred to in the Right -of -Way, recorded with Document
No. 229566, in Book 24PR, on Page 130, with said Office;
thence N60 54'39 "W, along said Right -of -Way, 241.28 feet;
thence NO 25'34 "E, parallel with the East line of said
N1 /2NE1 /4, of said Section 9,
446.98;
thence N89 44'47 "W, parallel with the North line of said
S1 /2NW1 /4, of said Section 10, 296.87 feet, to the
Beginning of a 1,467.22 feet Radius Curve to the Left;
Northwesterly, along said Curve to the Left, through a
Central Angle of 20 53'26 an arc length' of 534.96 feet,
said curve having a chord of N27 10'22 "W 532.00 feet; and
N37'37'05 "W 423.64 feet to a Point in the South line of the
E1 /2SE1 /4, of Section 9,, of said T33N, R118W, said Point,
being 872.32 feet S88 56'02 "E, along said South line, from
the Charles V. King PE /LS 698, 1989 location for the
Southwest Corner of said E1 /2SE1 /4 of said Section 4;
thence S88 56'02 "E, along said South line, 462.45 feet, to
the Baker Engineers PE /LS 698, 1981 location for the
Southwest Corner of the SW1 /4 of said Section 3;
thence 589 39'40 "E, along the South line of said SW1 /4,
2,657.41 feet to the Point of Beginning, Encompassing
122.69 Acres of land.
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