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Northwest Corner Sedion 24
Found 3" Garfield County. Brass Cap
Stamped "T6S R92W -
- - 14113123124 _
1994"
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23 124
North 1/16 Between
Sections 23 & 24 30.00'
Found #5 Rebar and.
2" Aluminum Cap
Stamped "10.0-WC N1116
23 24 LS 27613"
IMPROVEMENT LOCATION CERTIFICATE
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67.1' �
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N89°06'38"E 1318.35'
- - - - - - - - - - - - - - - - - ______________N89°0.63'E_
1316.63' Center North 1/16 Between
- -
Section 24
Found #6 Rebar and I
-_ _ 3-1/4'Aluminum Cap
-
-
Pence (Typical)
_
- - _ Stamped HCE INC C-N 1/ 16 S24 .
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2009LS19598' - I
19.6' x 14.5'
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Cabin
- 30.0' Big Arrow Road Easement
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-
Reception No, 776876 & 725153
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Road #1 Reception No. 296183 & 297768 -
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- -
- Over Gravel Drive
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-
0
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A
Fence Gas Pump
-
Dirt Drive
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50.0' Gas Pipeline and Waterline Easement.
- -Reception No. 766099
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/
e°e4r Power Poles&
8 Overhead Electric
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20.0' Holy Cross Electric�l / / Electric Meter@ Power Pole
/ Q - / /
Right -of- Way Basement Telephone Pedestal
Reception No. 476179 & 343281/\ '// / / ' GLt
Gas and Water Markers
--- ------ ---- 30.0' 6 Lazy KRoad Easement
Electric Meter @PawerPole - - -
'.S'- / - Reception No. 776876 & 725153 -
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// Road #2Reception No. 296183 & 297768
/ Over Gravel Drive
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- --- - C2
- Cable Pedestal I b
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100
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West 114 Corner Section 24 - Found #5 Rebar and
Found #6 Rebar and - - - 1-1/4" Red Plastic Cap -
I 3-114" Garfield County Survey Brass Cap Stamping Illegible
Stamped "COUNTY SURVEYOR - - - - - Bears N81 30'31 "W 1,45'
- - _ - - - - I
T6S R92W 114 S23 S24 1974" - - - - - - * - - '- - - - - -
-------------------------- S89°07'O8"W 1317.77' ---- --
LINE
BEARING
I DISTANCE
LI
S 86 29'04"E
37,63'
L2
S 84 "34'02"E
180.34'
L3
N 60 °59'07" E
112.00' -
L4
N 65°47'10' E
1 106.28'
L5 -
N 64 °05'31 ' E
1 200.32'
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
'DELTA ANGLE
C2
1000.00,
33.96'
33,96'
-S 85°32'25.E
- 1 "56'45"
C2
250. 00'
150.30'
748.05'
N78'1232"E
34"2649"
C3
1000.00'
84.28'
-84.26'
N63 °22'17"E
4°49'45"
C4
445.00'
I17.80'
117.46'
N 58°12'06" E
15'10'04"
C5
445.00'
1 117,58'
117.31'
N57°21'17"E
15°08'54"
C6
350.00'
277.60' -
270.38'
N 86°47'10" E
45°2637"
PROPERTYDESCRIPTION
TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN SECTION 24. SW71/4NW1/4 -
TOGETHER WITH A ROADWAY EASEMENT AS CONSTRUCTED AND IN PLACE LEADING FROM COUNTYROAD 311 TO SUBJECT
PROPERTY ASSET OUT ON ROAD PLAT BY SCARROW AND WALKER, KKBNA, INC., DATED MAY 1, 1979 AND RECORDED AS
RECEPTION NO. 296183 OF THE GARFIELD COUNTY RECORDS. COUNTY OF GARFIELD STATE OF COLORADO
EXCLUDING THERE FROM THE FOLLOWING DESCRIBED PARCEL:
A PARCEL OF LAND BEING THAT PORTION OF THE SW114NW114 OF SECTION 24, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF
THE SIXTH PRINCIPAL MERIDIAN, LYING SOUTHERLY OF SIX LAZY K RD. ASCONSTRUCTEDAND IN PLACE AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS.
BEGINNING AT THE WEST 114 CORNER OF SAID SECTION 24, A COUNTY SURVEYOR'S BRASS CAP POUND IN PLACE,
WHENCE THE NORTHWEST CORNER OF SAID SECTION 24 BEARS N 00 "31'09"W A DISTANCE OF 2624.48 FEET; THENCE N
00°31'09'. WA DISTANCE OF 542.70 FEET TO A POINT ON THE CENTERLINE OF SIX LAZY If RD.; THENCE ALONG SAID
CENTERLINE THE FOLLOWING ELEVEN (II) COURSES: S 86"29'04' E A DISTANCE OF 37.63 FEET, • THENCE 33.96 FEET
ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 1000.00 FEET AND A CHORD WHICH BEARS S 8532 25"
E A DISTANCE OF 33.96 FEET THENCE S 84°34'02' E A DISTANCE OF 180.34 PEET THENCE 150.30 FEET ALONG THE ARC
OF A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET AND A CHORD WHICH BEARS N 78 °12 32' E A DISTANCE OF
148.05 FEET, THENCE N 60"59°07' E A DISTANCE OF 112.00 FEET,• THENCE 84.29 FEET ALONG THE ARC OFA CURVE TO -
THE RIGHT, HAVING A RADIUS OF 1000. 00 FEET AND A CHORD WHICH BEARS N 63'22'17" E A DISTANCE OF 84.26 FEET,;
THENCE N 65°4710' E A DISTANCE OF 10 6. 28 FEET, THENCE -117.80 FEET ALONG THE ARC OF A CURVE TO THE LEFT,
HAVING A RADIUS OF 445.00 FEET AND A CHORD WHICH BEARS N 580121060 E A DISTANCE OF 117.46 FEET, THENCE
117.58 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 445.00 FEET AND A CHORD WHICH BEARS
N 57*21'l7' E A DISTANCE OF 117.31 FEET; THENCE N 64 "0531' E A DISTANCE OF 200.32 FEET; THENCE 277.60 FEET
ALONG THE ARC OF A CARVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET AND A CHORD WHICH BEARS N 86-4710- E
A DISTANCE OF 270.38 FEET TO A POINT ON THE EAST LINE OF SAID SW1 /4NW1/4 OF SECTION 24, THENCE DEPARTING
FROM SAID CENTERLINE S 00°2935' E ALONG SAID EAST LINE OF SW114NW114 OF SECTION 24 A DISTANCE OF 894.22
FEET TO THE SOUTHEAST CORNER OF SAID SW1/4NW1/4 OF SECTION 24, THENCE S 89 °0708' W ALONG THE SOUTH LINE
OF SAID SWI14NWI14 OF SECTION 24 A DISTANCE OF 1317.77 FEET TO THE POINT OF BEGINNING.
COUNTY OF GARFIELD - -
IMPROVEMENT LOCATION CERTIFICATE
1 HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR JAMES KALMON AND
COMMONWEALTH TITLE INSURANCE COMPANY AND THAT IT IS NOT A LAND SURVEY PLAT OR AN IMPROVEMENT SURVEY
PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BULL DWG, OR OTHER FUTURE
IMPROVEMENT LINES. THIS CERTIFICATE IS VALID ONLY FOR USE BY JAMES KALMON AND COMMONWEALTH LAND TITLE
INSURANCE COMPANY AND DESCRIBES THE PARCELS APPEARANCE ON JULY 14, 2022.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, JULY 14, 2022, EXCEPT
UTILITY CO _ r ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE
NO ENCR DESCRIBED PREMISES BYnkfPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS
INDICAT� }1 NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY
PART `hF'' NOTED.
MICH i .'d,AN RNE CO O REGISTRATION NO. 36572
FOR A ° EHALF OF
BOOKCU�F6eFyY�S°
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FILE: ILC
DFT. TL
CK. MJL
DATE: 10/4/22
PROJECT NO.
22076
SHEET I
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