HomeMy WebLinkAbout868735QUITCLAIM DEED
KNOW ALL MEN BY THESE PRESENTS, that JAMES PATRICK O'BANNON,
grantor of County of Lincoln, and State of Wyoming, for and in consideration of TEN DOLLARS
($10.00) and other valuable consideration, in hand paid, receipt of which is hereby acknowledged,
have hereby remised, released and forever quit claimed unto the said TRUST OF JAMES PATRICK
O'BANNON, dated the 28 day of September, 2000 grantee, his heirs and assigns forever, all such
right, title, interest, property, possession, claim and demand, as they may have or ought to have, in
or to all the following described property, to -wit:
SEE ATTACHED "EXHIBIT A" "DESCRIPTION FOR HENRY'S MOUNTAIN
ESTATES PARCEL NO. 1- REVISED" MADE PART OF THIS DOCUMENT BY
INCORPORATION AND REFERENCE.
Subject to all easements, exceptions, restrictions, reservations and rights of way of
sight or record.
Hereby releasing and waiving all rights under and by virtue of the homestead exemption laws
of the State of Wyoming.
WITNESS our hands this 28 day of September, 2000.
STATE OF WYOMING
SS.
COUNTY OF LINCOLN
The foregoing instrument was acknowledged before me by JAMES PATRICK
O'BANNON this 28 day of September, 2000.
r
E300K 53 PR PAGE_ 31 C
My Commission Expires:
l f' ref) 2606
WITNESS my hand and official seal.
colom
Livicooit
‘,t
STATE OF
*YOI $G
g E*Oif?,e October 26, NOoc
868735
Quitclaim Deed Page 1 of 1
AMES PATRICK •'BANNON
NOTAR, PUBLIC
RECEIVED
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Prolesslonal Land Surveyors
Paul N. Scheibe)
Wyo. Registration No. 164
Idaho Registration No. 3990
Utah Registration No. 1670
Nevada Registration No 6805
Scott A. Scherbel
Wyo. Registration No. 3889
Idaho Registration No. 8026
Utah Registration No. 372111
Marlowe A. Scherbel
Wyo. Registration No. 5368
Surveyor Scherbel, LTD.
Mon, Wyoming
Big Piney, Wyoming
Jaduon, Wyoming
Lava Not Springs, Idaho
Montpelier, dano
Ob(itis736
DESCRIPTION FOR
HENRY'S MOUNTAIN ESTATES
PARCEL NO. 1 REVISED
PAGE TWO
321
each "spike "PC" and "PT" marked by a 3/8" x 12" steel spike referenced by two (2) 5/8"
x 24" steel reinforcing rods with 2" aluminum cap inscribed, "SURVEYOR SCHERBEL
LTD BIG PINEY WY PLS 5368 with appropriate details;
all in accordance with the plat prepared to be filed in the Office of the Clerk of Lincoln
County titled, "HENRY'S MOUNTAIN LAND TRUST PLAT OF PARCELS AND
EASEMENTS WITHIN SECTION 13 5N R119W LINCOLN COUNTY, WYOMING
dated 1 a pril 1996 and revised Ja toy '998.
19 S ember 2000 Re ed
24 une 1994
T 35.119- I2iiack Corsi
"Modification in any way of the foregoing description terminates liability of the surveyor"
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Proresslonai Land Surveyors
Paul N. Scherbel
Registration No. 164
Scot A. Scherbel
Registration Nu. 3869
Marlowe A. Scherbel
Registration No. 5368
SURVEYOR SCHERBEL, LTD.
Big Piney, Wyoming 83113
Jackson, Wyoming 83001
Ahon, Wyoming 83110
DESCRIPTION FOR
HENRY'S MOUNTAIN LAND TRUST
HENRY'S MOUNTAIN ROAD PIERCE DESCRIPTION
PAGE TWO
thence (C2) northeasterly, 259.93 feet, along the arc of said
curve, through a central angle of 111 15' 18 with a
radius of 133.86 feet and a chord bearing NG4 11' -01 "E,
220.98 feet, to the PT thereof; and change width to thirty
(30) feet on the left or northerly side;
thence (L4) N08 33 -22 "E, 152.34 feet,' to the PC of a
circular curve to the right;
thence (C3) northeasterly, 97.39 feet, along the arc of said
curve, through a central angle of 119 04' 44 with a
radius of 46.86 feet and a chord bearing N68 05' -43 "E,
80.79 feet, to the PT thereof;
thence (L5) S52 21' -54 "E, 305.71 feet, to a spike;
thence (L6) S83 39' -10 "E, 325.11 feet, to the PC of a
circular curve to the right;
thence (C4) southeasterly, 113.23 feet, along the arc of said
curve, through a central angle of 65 22' -09 with a radius
of 99.25 feet and a chord bearing S50 58' -06 "E, 107.19
feet, to the PT thereof; and change width to 49.10 feet to
the left or northerly side;
thence (L7) S18°-17 52.76 feet, to the PC of a
circular curve to the left;
thence (C5) southeasterly, 89.80 feet, along the arc of said
curve, through a central angle of 120 37' -11 with a
radius of 42.65 feet and a chord bearing S78 35' -37 "E,
74.11 feet, to the PT thereof; and change width to thirty
(30) feet on the left or northerly side;
thence (L8) N41 05' -47 "E, 110.44 feet, to the PC of a
circular curve to the left;
thence (C6) northwesterly, 119.91 feet, along the arc of said
curve, through a central angle of 93 07' -43 with a radius
of 73.77 feet and a chord bearing N05 28' -04 "W, 107.14
feet, to the PT thereof;
thence (L9) N52 01' -56 "W, 24.00 feet to the spike of
beginning for Crooked Canyon Spur, N81 21' -12 "W, 1208.39
feet from the southeast corner of said NE/,;
thence (L10) continuing N52 01' -56 "W, 42.93 feet, to a
spike;
thence (L11) N21 09 -25 "W, 69.89 feet, to the PC of a
circular curve to the left;
thence (C7) northwesterly, 117.12 feet, along the arc of said
curve, through a central angle of 32 40' -36 with a radius
of 205.37 feet and a chord bearing N37 29' -43 "W, 115.54
feet, to the PT thereof;
thence (L12) N53 50 -01 "W, 264.49 feet, to the PC of a
circular curve to the right;
thence (C8) northwesterly, 156.40 feet, along the arc of said
curve, through a central angle of 87 33' -01 with a radius
of 102.35 feet and a chord bearing N10 03' -31 "W, 141.62
feet, to the PT thereof, identical with the PC of a reverse
circular curve to the left;
thence, (C9) northeasterly, 118.09 feet, along the arc of said
reverse curve, through a central angle of 24 39' -25 with
a radius of 274.42 feet and a chord bearing N21 23' -02 "E,
117.18 feet, to the PT thereof;
"Modification in any way Of thr (ore going description terminates liability of the surveyor"
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