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SCALE : 1 ' = 1000'
0 ft. 1000 ft. 2000 ft.
BASIS OF BEARING:
EAST LINE OF THE S% N% OF SECTION 5 BEING S00011'46"E
ALL OTHER BEARINGS ARE RELATIVE THERETO.
LEGEND
S
SET MONUMENT ALC 33645
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FOUND BLM MONUMENT
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FOUND GLO MONUMENT
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FOUND ALC LS 14109
ROADS
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PONDS
GENERAL NOTES:
This survey was performed with the benefit of a title policy by Land Title Guarantee
Company, Order number ABD50049021-7 and does not constitute a title search by
Steven A. Yelton.
Surveyor's certifications hereon shall run only to the person(s) for whom this survey
was prepared and on his behalf to the agencies listed on this/these sheet(s). Surveyor's
certifications are not transferable to additional institutions or subsequent owners.
No guarantee as to the accuracy of the information contained within this plat is either
stated or implied unless this print bears an original signature and seal of the
Professional Land Surveyor hereon named. Only prints of this survey marked with an
original signature and seal by the Surveyor named hereon shall be considered true,
valid copies.
NOTICE 13-80-105 C.R.S, as amended:
ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVERED SUCH DEFECT. IN NO EVENT MAY ANY
ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
IMPROVEMENT SURVEY PLAT
UPPER HORN EAST RANCH,
LOCATED IN SECTIONS 5, 6, 7 & 8, TOWNSHIP 4 SOUTH, RANGE 83 WEST,
SECTIONS 1, & 12, TOWNSHIP 4 SOUTH, RANGE 84 WEST,
COUNTY OF EAGLE, STATE OF COLORADO
S88.16'1 2"E
155.18
P.O.B. N89.58'09"E 1/4
NE COR 2471.80' 1/ SEC 6500.03' 1 0"E
RIGHT-OF-WAY SEC 1 LOT 10 SEC 31 712.80'
BOOK 245 PAGE 648 LOT 11 SEC 6
SEC 6 CN1/16 CN1/16CN1/16
SEC 6 s0 N89.41 49 E N 89.52 30 E 80
NE1//16 z 8
1033.96' N1/16 26 8.36' cn
N 89.34'41" 8
E LOT 9 LOT 10
O _ o SEC 5 SEC 5 O
w 84.31' N 0 o Sk3U4
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o N �
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POWER LINE EASEMENT ° -
O M RECEPTION 803515 m - RIGHT -0 -WAY CN1/16 M
00 F- K 245 AGE 698zN 89.35'15"E s`
833.03' O -SEC ofS 000649
156.20 rl �
S E C 6 N 89.30' 45" E 6'' F c
00 1/4 100.20'
w N 89.35 29 E EA
' t_*//4 EASSEEMMENTENT
RLINE
O� 0 300.00 I BOOK 237
PAGE 231
O 20' INGRESS/EGRESS
LOT 25 LOT 26 Op EASEMENT
9,28,01 "E z BOOK 245 PAGE 649
CS1/16'
636.26
N
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COMMON BOUNDARY I SEC 5 0
WITH UPPER HORN, LLC AND Y LOT 27 Iv
SUBJECT TO RECIPROCALI I -
EASEMENT AND COOPERATION w cn 00
AGREEMENT
CD CD CV NW SEC 7 1/4 _ W1/16 S 89.51'24" W M
O - - - NW SEC 8 1309.57' 1/4
O O
cV
O UPPER HORN EAST RAN H NW1/4 SW1/4
O
SEC 8 0
Z LOT 1 1 1780.84 AC f j 00
N1/16
637.9U'z
S 89'57'33" W o
0 ° W O
N O
SEC 12 1/4 -
In
SW1/4
SEC 7
2627.72' N1/16
N 89°52'27" E
S1/2 N1/2 C O
SEC 5
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N1/2 S1/2 to
SEC 5 - O
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2633.90' S1/16
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SW1/4 SE1/4 C14 �•�
SEC 7 � �
N 1 7 0 800 R. 16W e.
S 88`22'40" W RING N 89°39'07" W r`' -
SW SEC 7 2646.17' 1 /4 1323.49 E1/16 SE SEC 7
LEGAL DESCRIPTION MILK CREEK, LLC:
A parcel of land located in Section 5, Township 4 South, Range 83 West of the Sixth Principal Meridian, County of Eagle, South Y2 North %2 and North
Y2 South Y2 and South %2 Southwest %4 and Lots 9 and 10;
Section 6, Township 4 South, Range 83 West of the Sixth Principal Meridian, County of Eagle, North % Southeast /4 and Southeast %4 Southeast 1/4
and a Parcel Formerly described as Lots 10 And 11, according to the Independent Resurvey of said Township and Range as approved on June 20,
1922; said Parcel being more particularly described with all bearing contained herein based on a bearing of North for the line between the
Northwest Corner and the West Quarter Corner of said Section 6, as follows: beginning at the Northwest Corner of said Section 6, a brass cap
monument found in place; thence along the North Line of said Section 6 South 89 Degrees 59 Minutes 56 Seconds East 2630.73 feet to the North
Quarter Corner of said Section 6; thence along the North-South Quarter Section Line of said Section 6 South 00 Degrees 04 Minutes 55 Seconds
East 710.57 feet to the Southeast Corner of said Lot 10, thence along the South Line of said Lots 10 and 11 South 89 Degrees 35 Minutes 20
Seconds West 2631.82 feet to the Southwest Corner of said Lot 11 at a point on the West Line of said Section 6; thence along the West Line of said
Section 6 North 729.51 feet to the Point of Beginning.
Section 7, Township 4 South, Range 83 West of the Sixth Principal Meridian, County of Eagle, Southwest %4 and North %2 Southeast %4 and
Southwest /4 Southeast %4 and Southwest %4 Northwest A and Northeast %4 and East /2 Northwest X and Lot 1.
Section 8, Township 4 South, Range 83 West of the Sixth Principal Meridian, County of Eagle, Northwest %4 of the Northwest %4.
Section 12, Township 4 South, Range 84 West of the Sixth Principle Meridian, County of Eagle, Lot 1.
Section 1, Township 4 South, Range 84 West of the Sixth Principle Meridian, County of Eagle, Lots 25-27.
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
Beginning at Northwest Corner of said Section 6; thence N89°58'09" E a distance of 2471.80 feet to the South %4 Corner of Section 31, Township 3
South, Range 83 West of the Sixth Principal Meridian; thence S88016'12"E a distance of 155.18 feet to the North A Corner of said Section 6; thence
S00°03'10"E a distance of 712.80 feet to the Southeast Corner of Lot 10 and also being the Center North %6 Corner of said Section 6; thence
N89034'41"E a distance of 484.31 feet to the Center North %6 80 Corner; thence S00°04'55"E a distance of 1323.90 feet; thence N89°35'15"E a
distance of 833.03 feet; thence S00006'49"E a distance of 156.20 feet; thence N89030'45"E a distance of 100.20 feet; thence S38°22'13"E a distance of
1481.16 feet; thence N89°35'29"E a distance of 300.00 feet to the %4 Corner of said Sections 5 and 6; thence along the East Line of said Section 6
N00°08'22"W a distance of 1174.36 feet; thence leaving said East Line S89°30'45"W a distance of 1034.87 feet; thence N00°06'49"W a distance of
1474.70 feet; thence N89041'49"E a distance of 1033.96 feet to the North /16 80 Corner of said Sections 5 and 6, also being the Northwest Corner of
Lot 9 of said Section 5; thence N89°52'30"E a distance of 2628.36 feet to the Center North /76 80 Corner of said Section 5, also being the Northeast
Corner of Lot 10 of said Section 5; thence S00°03'30"E a distance of 1321.47 feet to the Center North %6 Corner of said Section 5, also being the
Southeast Corner of Lot 10 of said Section 5; thence N89°52'27"E a distance of 2627.72 feet to the North %6 Corner of said Section 5; thence
S00°11'46"E a distance of 1319.39 feet to the East %4 Corner of said Section 5; thence S00°23'03"E a distance of 1297.53 feet to the South %6 Corner
of said Section 5; thence S89°26'47W a distance of 2633.90 feet to the Center South %6 Corner of said Section 5; thence S00°02'48"E a distance of
1314.65 feet to the /4 Corner for said Sections 5 and 8; thence S89°51'24"W a distance of 1309.57 feet to the West %6 Corner of said Sections 5 and 8;
thence S00°18AYE a distance of 1304.79 feet to the Northwest %6 Corner of said Section 8; thence N89°55'09"W a distance of 1314.61 feet to the
North %6 Corner of said Sections 7 and 8; thence S00°05'27E a distance of 1299.64 feet to the A Corner of said Sections 7 and 8; thence
S00°07'13"E a distance of 1349.39 feet to the South Y16 Corner of said Sections 7 and 8; thence S89°41'31"W a distance of 1322.79 feet to the
Southeast %6 of said Section 7; thence S00005'31"E a distance of 1334.24 feet to the East %6 Corner of said Section 7; thence N89°39'07W a distance
of 1323.49 feet to the South K Corner of said Section 7: thence S88°22'40"W a distance of 2646.17 feet to the Southwest Corner of said Section 7;
thence N00°09'08"E a distance of 2668.73 feet to the X Corner of said Sections 7 and 12; thence N00002'49"W a distance of 1325.78 feet to the North
%6 Corner of said Sections 7 and 12, also being the Southeast Corner of said Lot 1; thence S89°57'33"W a distance of 637.96 feet to the Southwest
Corner of said Lot 1; thence N00°01'40"E a distance of 2652.21 feet to the Northwest Corner of said Lot 27; thence S89°28'01"E a distance of 636.26
feet to the Northeast Corner of said Lot 27 and the Southeast Corner of said Lot 26; thence N00°01'40"E a distance of 1340.04 feet to the Northwest
Corner of said Lot 26 also being the 74 Corner of said Sections 1 and 6; thence N00°01'40"E a distance of 3346.82 feet to the point of Beginning and
containing 1780.84 acres.
SURVEYOR'S CERTIFICATE
I, Steven A. Yelton , a Registered Land Surveyor in the State of Colorado, do hereby certify this plat to Milk
Creek LLC, a Colorado Limited Liability Company, and/or assigns and Land Title Guarantee Company Order
Number ABD50049021-7, dated January 4, 2018 and that there are no roads, pipelines, irrigation ditches or
other easements or rights-of-way in evidence or known to me to exist on or across said property except as shown
on this plat. I certify that I have made the survey represented by this plat and that this plat accurately represents
said survey, and conforms to all applicable requirements of the Colorado State Regulations and applicable law. I
further certify that all monuments shown hereon actually exist and their positions are as shown.
C.R.S. Section 38-51-106 Statement: this plat does not represent a title search nor by any
professional corporation or business entity with which said Surveyor may b
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33645 z'o
COUNTY SURVEYOR'S CERTIFICATE
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Deposited this day of PSN 20� at (Q, Z3 A -m• in � a•••p••' O '
Book.of the Eagle County Surveyor's Land Survey Plats/Rights
of -Way Surveys at Page VXQl, This Land Survey Plat complies witl- Colorado Registered Land Surveyor
Section 38-51-102, of the Colorado Revised Statutes. Registration No. 33645
Date: 11/27/2018
Recorder's Certificate
This plat was filed for record in the office of the Clerk and Recorder of Eagle County
at in. on the day of , 2018, Reception No.
, by
County Clerk & Recorder
Deputy