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located thereon. No mobile homes or trailer houses shall be placed on the
property.
2. No animals of any kind may be kept on the property except
horses and domestic pets.
3. Any fences constructed shall be wooden construction of the
buck and pole method using only native materials. No wire fences shall be
allowed. Any fences built shall be constructed in such a manner with
openings at certain places along the perimeter of the property to allow the
free and unimpeded movement of wildlife through the property.
SUBJECT TO all other covenants, easements, exceptions, restrictions,
reservations and rights of way of sight or record.
WITNESS our hands as of this 19th day of September, 2000.
STATE OF WYOMING
COUNTY OF T 4-
ss.
The foregoing Warranty Deed was acknowledged before me by Jack E. Corsi and
Jack O. Corsi, Trustees of the Henry's Mountain Land Trust dated November 1, 1994, this
a(sf day of 4.t jidap V 2000.
Witness my hand and official seal.
My commission expires:
/J
Jack E. Corsi, Trustee
L.e'
Jack O. Corsi, Trustee
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N.10 Nlon No. 3990
ip0 No. 1170
Nov* Ppisralbn No. NOS
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Wp. NpbuaYon No. 31811
Ides 7/plm.Son No. 1011
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0868;34
DESCRIPTION FOR
HENRY'S MOUNTAIN ESTATES
PARCEL NO. 1- REVISED
PAGE TWO
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 prii 996 and revised Ja, 98.
19 1 ember 2000 Re
24 une 1994
T 33.119.174edl Cord
"Modification in any way of the toreaaninq description terminates liability of the surveyor"
610
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►r<(...Iaul L a nd S...rrew.n
Paul N. Sclr bl
RegionOon No. 164
Scon A. khe.krl
R.RWnrion Na. 7069
Marlowe A. Schedmi
Redwalion No. 53611
SURVEYOR SCNLRg(L. L7D.
Rig Piney. Wyoming 63117
Jackson. Wyoming 63001
Ahon, Wyoming 01110
DESCRIPTION FOR
HENRY'S MOUNTAIN LAND TRUST
HENRY'S MOUNTAIN ROAD PIERCE DESCRIPTION
PAGE TWO
6
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 N64 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' -01 "E, 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 NEW;
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 the foregoing description terminates Hahility of the surveyor"
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