HomeMy WebLinkAbout3.0 Final PlatA PARCEL OF LAND SITUATED
LEGEND
LOT 1 I
• SET 115 REBAR & CAP L.S. NO. 19598
0 FOUND PROPERTY CORNER AS DESCRIBED
ov.t£RSH!P AND QEQICATION QfRJIFJCAJE
KNOW ALL MEN BY THESE PRESENTS:
THAT lliE UNDERSIGNED PAUL R. NIESLANIK AND CELIA R. NIESLANIK ARE lliE
OWNERS OF lliAT REAL PROPERTY SITUATED IN lliE COUNTY OF GARFIELD, STATE OF
COLORADO, AND BEING A PART OF LOTS 10, 16, AND 17 OF SECTION 34, LOT 17 OF
SECTION 35, TOWNSHIP 7 SOUlli, RANGE 88 WEST, OF lliE 6lli P .M. AS SHOWN ON
lliE ACCOMPANYING PLAT, SAID REAL PROPERTY BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT lliE WITNESS CORNER TO lliE SOUlli 1/4 CORNER OF SAID SECTION
35 lliENCE N7S46'34"W A DISTANCE OF 4897.16 FEET TO A POINT ON lliE
SOUlliERLY BOUNDARY OF SAID LOT 10, IHE !'{)INT OF BEQNNING· lliENCE
N89'21'13"E ALONG SAID SOUlliERLY BOUNDARY A DISTANCE OF 1248.64 FEET TO THE
SOUTHEAST CORNER OF SAID LOT 10, THENCE LEAVING SAID SOUTHERLY BOUNDARY,
S88'49'32"E ALONG THE NORTHERLY BOUNDARY OF LOT 17 IN SAID SECTIONS 34 AND
35 A DISTANCE OF 2663.90 FEET TO A POINT ON lliE WESTERLY RIGHT-OF-WAY OF
ROSE LANE; lliENCE LEAVING SAID NORTHERLY BOUNDARY, S00'41'19"W ALONG SAID
WESTERLY RIGHT-OF-WAY A DISTANCE OF 1032.53 FEET TO A POINT ON lliE
NORlliERLY RIGHT-OF-WAY OF COUNTY ROAD 100; lliENCE LEAVING SAID WESTERLY
RIGHT-OF-WAY AND ALONG SAID NORTHERLY RIGHT-OF-WAY lliE FOLLOWING
THIRTEEN ( 13) COURSES:
1) ALONG lliE ARC OF A CURVE TO lliE RIGHT HAVING A RADIUS OF 8265.51 FEET
AND A CENTRAL ANGLE OF 03'43'52", A DISTANCE OF 538.27 FEET (CHORD BEARS
N81"54'48"W A DISTANCE OF 538.18 FEET)
2) N80'02'52"W A DISTANCE OF 464.64 FEET
3) ALONG lliE ARC OF A CURVE TO lliE LEFT HAVING A RADIUS OF 8110.35 FEET
AND A CENTRAL ANGLE OF 01·41'04'', A DISTANCE OF 238.42 FEET {CHORD BEARS
N80'53'23"W A DISTANCE OF 238.41 FEET)
4) Ns1·43'55•w A DISTANCE OF 249.63 FEET
5) ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 4373.48 FEET
ANO A CENTRAL ANGLE OF 01'08'56", A DISTANCE OF 85.14 FEET (CHORD BEARS
N8110'27"W A DISTANCE OF 85.14 FEET)
6) N80·37'oo"w A DISTANCE OF 259.88 FEET
7) ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 25232.88 FEET
AND A CENTRAL ANGLE OF 00'33'11", A DISTANCE OF 243.54 FEET (CHORD BEARS
N80'53'35"W A DISTANCE OF 243.54 FEET)
8) N8110'10"W A DISTANCE OF 342.47 FEET
9) ALONG THE ARC OF A CURVE TO lliE RIGHT HAVING A RADIUS OF 3047.42 FEET
AND A CENTRAL ANGLE OF 12'53'04", A DISTANCE OF 685.29 FEET (CHORD BEARS
N74.43'38"W A DISTANCE OF 683.85 FEET)
10) N68,7'06"W A DISTANCE OF 149.51 FEET
11). ALONG THE ARC OF A CURVE TO lliE RIGHT HAVING A RADIUS OF 3841.09 FEET
AND A CENTRAL ANGLE OF 07'28'58", A DISTANCE OF 501.65 FEET (CHORD BEARS
N64.32'37"W A DISTANCE OF 501.29 FEET)
12) N60'48'08"W A DISTANCE OF 65.87 FEET
13) ALONG lliE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 134.49 FEET
ANO A CENTRAL ANGLE OF 13·44'10", A DISTANCE OF 32.24 FEET (CHORD BEARS
N67'40'13"W A DISTANCE OF 32.17 FEET) TO A POINT ON lliE NORTHERLY
RIGHT-OF-WAY OF THE OLD D&RGW RAIUROAD; THENCE LEAVING SAID NORTHERLY
RIGHT-OF-WAY OF COUNTY ROAD 100, N62'12'00"W ALONG lliE SAID NORlliERLY
RIGHT-OF-WAY A DISTANCE OF 261.61 FEET; THENCE LEAVING SAID NORlliERLY
RIGHT-OF-WAY N00'38'47"W A DISTANCE OF 78.77 FEET; THENCE N52'49'34"W A
DISTANCE OF 262.48 FEET TO THE NORlliEASTERLY CORNER OF PATCH SUBDIVISION
RECORDED AS RECEPTION NO. 300707 IN THE CLERK AND RECORDER'S OFFICE OF
GARFIELD COUNTY, COLORADO; THENCE ALONG THE NORlliERL Y BOUNDARY OF SAID
PATCH SUBDIVISION THE FOLLOWING TWO (2) COURSES:
1) N52'39'34"W A DISTANCE OF 20.00 FEET
2) N44.35'00"W A DISTANCE OF 196.14 FEET: lliENCE LEAVING SAID NORTHERLY
BOUNDARY N88'22'56"E A DISTANCE OF 417.41 FEET; THENCE S01'37'14"E A DISTANCE
OF 321.62 FEET TO lliE POINJ OF BEGINNING. SAID PARCEL OF LAND CONTAINING
66.017 ACRES, MORE OR LESS.
lliAT SAID OWNERS HAS CAUSED THE SAID REAL PROPERTY TO BE LAID AND
SURVEYED AS NIESLANIK EXEMPTION PLAT A SUBDIVISION OF A PART OF GARFIELD
COUNTY, COLORADO.
THAT SAID OWNERS DOES HEREBY OEDICA TE lliE ACCESS EASEMENT FOR THE
PURPOSE OF ACCESS TO ANO FROM lliE PROPERTY AS SHOWN.
IN
NIESLANIK EXEMPTION PLAT
LOTS 10, 16, AND 1 7 IN SECTION 34, AND
GARFIELD, COUNTY OF
PART
STATE
OF
OF
LOT 17 IN
COLORADO
REBAR & CAP
LS#14111 (FND)
N69'37'28"E 1.18'
w.c. 20.00'
REBAR & CAP
LSl/19598 (SET)
FENCE (TYP
N52'39'34"W
20.00'
PARCEL 1
2.005 AC.±
FOUND 1" DIA
METAL DISK
N62'12'00"W
74.56'
w.c. 20.00'
REBAR & CAP
LS#19598 (SET)
Pl AT NOTES·
DIRT ROAD
POINT OF BEGINNING
REBAR & CAP
LSlf19598 (SET)
POINT OF TERMINUS
TIE TO WITNESS CORNER TO
S1/4 CORNER SECTION 35
BEARS: S7416'14"E 4885.05'
1) llilS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND
EASEMENTS OF RECORD, OR IN PLACE. llilS SURVEY WAS PREPARED WITHOUT THE
BENEFIT OF A TITLE COMMITMENT. EXCEPTIONS TO TITLE lliAT MAY AFFECT THE
SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY HIGH COUNTRY ENGINEERING,
INC.
2) THE DATE OF THIS SURVEY WAS MAY 2, 2007.
3) BASIS OF BEARINGS FOR llilS SURVEY IS A BEARING OF S88'49'32"E BETWEEN
THE SOUTHEAST CORNER OF LOT 10, MONUMENTED BY A 1 1/4" REBAR IN A POST,
AND THE NORTHEAST CORNER, A 115 REBAR AND CAP, L.S.#14111. BOlli FOUND IN
PLACE.
4) THIS SURVEY IS BASED ON BLM MAPS, WARRANTY DEEO RECORDED MARCH 1,
1990 AS RECEPTION NO. 410306, PATCH SUBDIVISION PLAT RECORDED JANUARY 4,
1980 AS RECEPTION NO. 300707 IN lliE GARFlELD COUNTY CLERK AND RECORDER'S
OFFICE, NIESLANIK BROTHERS BOUNDARY SURVEY BY SCHMUESER GORDON MEYER INC.,
IMPROVEMENT SURVEY BY SCHMUESER GORDON MEYER INC., JOB NO. 91054 AND
CORNERS FOUND IN PLACE.
5) IT IS lliE INDIVIDUAL LOT OWNER'S RESPONSIBILITY, ACCORDING TO THE
COLORADO NOXIOUS WEED ACT AND GARFIELD COUNTYS WEED MANAGEMENT PLAN,
TO MANAGE ANY NOXIOUS WEEDS ON HIS OR HER PROPERTY.
6) ONE (1) DOG WILL BE ALLOWED FOR EACH RESIDENTIAL UNIT AND lliE DOG SHALL
BE REQUIRED TO BE CONFlNED WITHIN THE OWNERS' PROPERTY BOUNDARIES.
7) NO OPEN HEARTH SOLID-FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN
THE SUBDIVISION. ONE (1) NEW SOLID-FUEL BURNING STOVE AS DEFINED BY C.R.S.
25-7-401, ET. SEQ., AND THE REGULATIONS PROMULGATED lliEREUNDER, WILL BE
ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BE ALLOWED AN
UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES.
8) ALL EXTERIOR LIGH11NG WILL BE lliE MINIMUM AMOUNT NECESSARY AND ALL
EXTERIOR LIGHTING WILL BE DIR£CTED INWARD AND DOWNWARD, TOWARDS lliE
INTERIOR OF lliE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW
FOR SAFETY LIGHTING lliAT GOES BEYOND lliE PROPERTY BOUNDARIES.
9) COLORADO IS A "RIGHT-TO-FARM" STATE PURSUANT TO C.R.S. 35-3-101, ET
SEQ. LANDOWNERS, RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT lliE
ACTIVl11ES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTYS AGRICULTURAL
OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH A
STRONG RURAL CHARACTER AND A HEAL THY RANCHING SECTOR. ALL MUST BE
PREPARED TO ENCOUNTER NOISES. ODOR, LIGHTS, MUD, DUST, SMOKE, CHEMICALS,
MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL
OF MANURE, AND THE APPLICATION BY SPRAYING OR OTHERWISE OF CHEMICAL
FERTILIZERS, SOIL AMENDMENTS, HERBICIDES, AND PESTICIDES, ANY ONE OR MORE OF
WHICH MAY NATURALLY OCOUR AS PART OF A LEGAL AND NON-NEGLIGENT
AGRICULTURAL OPERATIONS.
10) ALL OWNERS OF LAND, WHElliER RANCH OR RESIDENCE, HAVE OBLIGATIONS
UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF
FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS
UNDER CONTROL, USING PROPERTY IN ACCORDANCE Willi ZONING, ANO OTHER
ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE
ENCOURAGED TO LEARN ABOUT lliESE RIGHTS AND RESPONSIBILITIES AND ACT AS
GOOD NEIGHBORS AND CITIZENS OF lliE COUNTY. A GOOD INTRODUCTORY SOURCE FOR
SUCH INFORMATION IS "A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE" PUT
OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFlELD COUNTY.
N89'21 '13"E 1248.64'
x
x
~w.c.
S 1/4 COR SEC 35
FOUND STONE
DIRT ROAD
POINT OF BEGJNN N
ROADWAY & UTILITY EASEMENT
TIE FROM WITNESS CORNER TO
51/4 CORNER SECTION 35
BEARS: N7T10'37"W 4134.29'
PARCEL 2
64.012 AC.±
w.c. 2.00'
REBAR & CAP
LS#19598 (SET)
GRAPHIC SCALE
100 0 50 100 200 s·• I I I !
( IN FEET )
1 inch ~ 100 ft.
SECTION 35, T.
x
REBAR & CAP
LS#l 9598 (SET)
""' I
LINE
L1
L2
L3
L4
L5
L6
SOUlliEAST CORNER
GOVT LOT 10
FOUND 1 1/4" REBAR
IN POST, 2.9' WEST
x
LINE TABLE
LENGTH BEARING
464.64' Nso•o2'S2'W'
249.63' N81.43'55'W'
259.88' N8o•37'00'W'
342.47' Ne1 ·1o'JO'W'
149.51' N6s·11'06'W'
65.87' N60• 48'0B'W'
CURVE TABLE
7 s.' R.
S88'49'32"E
2663.90'
11) ADDRESS ARE TO BE POSTED WHERE THE DRIVEWAY INTERSECTS THE COUNTY
ROAD. IF A SHARED DRIVEWAY IS USED, THE ADDRESS FOR EACH HOME SHOULD BE
POSTED TO CLEARLY IDENTIFY EACH ADDRESS. LETTERS ARE TO BE A MINIMUM OF 4
INCHES IN HEIGHT, 1 /2 INCH IN WIDTH AND CONTRACTS WITH BACKGROUND COLOR.
CURVE RADIUS LENGTH DELTA ANGEN' CHORD DIRECTION CHORD
Cl 8265.51' 538.27' 3•43'52" 269.23' Ns1•54•4s·v 538.18'
C2 8110.35' 238.42' 1•41'04' 119.22' N80'53'23'W' 238.41'
C3 4373.48' 85.14' 1"06'56' 42.57' NS! •10'27'W' 85.14'
C4 25232.88' 243.54' o·33'11' 121.77' N80'53'35'W' 243.54'
cs 3047.42' 685.29' 12:"531 04' 344.10' N74.43'38'W' 683.85'
C6 3841.09' 501.65' 1·2s•50• 251.18' N64 •32'37'W' 501.29'
C7 134.49' 32.24' 13°44'10' 16.20' N67'40'!3'W' 32.17'
cs 65.00' 36.95' 32 ... 34'03" 18.99' N48°04'46'W' 36.45'
C9 115.00' 67.80' 33.46'55" 34.92' N43.35'53'W' 66.83'
88 W., OF THE 6TH P.M.
SCALE: 1" = 2000'
S\JB\tEYOlfS CERJJFJCAJE
I, FRANK W. HARRINGTON, DO HEREBY CERTIFY THAT I AIA A PROFESSIONAL LAND
SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT llilS PLAT
IS A TRUE, CORRECT AND COMPLETE PLAT OF THE NIESLAtJIK EXEMPTION ..!'J.Al AS
LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE
FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION
AND CORRECTLY SHOWS THE LOCA IlON AND DIMENSIONS OF THE LOTS AND
EASEMENTS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON lliE GROUND IN
COMPLIANCE Willi APPLICABLE REGULATIONS GOVERNING lliE SUBDIVISION OF LAND.
IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL llilS \ '\ "\h DAY OF
-~ ~ A.O. 2008.
THIS PLAT APPROVED BY RESOLUTION O~Jl:IE BOARD OF COUN COMMISSIONERS AT
GARFIELD COUNTY, COLORADO llilS c;LJ_ DAY OF .....:,,.lJ!&,,~'-----
A.D. 2008. IN FILING TH THE CLERK ANO RECORDER OF GARFIELD C UNTY, SUCH
APPROVAL IN NO WAY I .ES THAT THE INFOR SHOWN HEREIN IS TRUE AND
ACCURATE l3UT DOES INDIC lliAT llilS PLA IS E PT FROM AND MOT SUBJECT
TO REGULATION UNDER GARF! COUNTY SUB VISION GULA TIONS AT THE TIME OF
ITS FILING.
COUNTY SURVEYOR'S QERTIF!CATE
APPROVED FOR CONTENT AND FORM ONLY AND NOT TH)!?' ACCURACY OF SURVEYS,
CALCULATIONS ANO DRAFTING PURSUANT C.R.S. l!p/;~-51.,-101 AND 102
(REVISED) .-n / 1//
/ ,,,,,...-~
CLERK AND BECQ!!IPER'S CERDflCATE
llilS PLAT IS FILED FOR ECO DING IN THE OFFICE OF lliE CLERK AND RECORDER OF
GARFlELD COUNTY AT • O'CLOCK A__.M., ON ?>~~ I , A ~E RE~Pl!'o?'No~~JJ, _________ _2~~'. FE 'ii: -z.1, DD
~a I)?,, Ot24tui11.1') CLE~ RECORDER
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PROJECT NO.
2071643.00
0954
1 OF2
A PARCEL OF LAND SITUATED IN
S88"49'32"E
CHARLES CADY
PARCEL#239335300016
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PARCEL 2
REBAR & CAP
LSfl19598 (SET)
A PARCEL OF LAND SITUATED IN THE COUNTY OF GARFIELD, STATE OF COLORADO,
AND BEING A PART OF LOTS 16, AND 17 OF SECllON 34, LOT 17 OF SECllON 35,
TOWNSHIP 7 SOUTH, RANGE 88 WEST, OF THE 6TH P.M. AS SHOWN ON THE
ACCOMPANYING PLAT, SAID REAL PROPERTY BEING MORE PARllCULARLY DESCRIBED
AS FOLLOWS:
COMMENCING AT THE WITNESS CORNER TO THE SOUTH 1/4 CORNER OF SAID SECTION
35 THENCE N73'46'34"W A DISTANCE OF 4897.16 FEET TO A POINT ON THE
SOUTHERLY BOUNDARY OF SAID LOT 10, THE POINT Of BEGINNING; THENCE
N89'21'13"E ALONG SAID SOUTHERLY BOUNDARY A DISTANCE OF 1248.64 FEET TO THE
SOUTHEAST CORNER OF SAID LOT 10, THENCE LEAVING SAID SOUTHERLY BOUNDARY,
S88'49'32"E ALONG THE NORTHERLY BOUNDARY OF LOT 17 IN SAID SECTIONS 34 AND
35 A DISTANCE OF 2663.90 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF
ROSE LANE: THENCE LEAVING SAID NORTHERLY BOUNDARY, S00"41'19"W ALONG SAID
WESTERLY RIGHT-OF-WAY A DISTANCE OF 1032.53 FEET TO A POINT ON THE
NORTHERLY RIGHT-OF-WAY OF COUNTY ROAD 100; THENCE LEAVING SAID WESTERLY
RIGHT-OF-WAY AND ALONG SAID NORTHERLY RIGHT-OF-WAY THE FOLLOWING
THIRTEEN (13) COURSES:
1) ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 8265.51 FEET
AND A CENTRAL ANGLE OF 03'43'52", A DISTANCE OF 538.27 FEET (CHORD BEARS
N81'54'48"W A DISTANCE OF 538.18 FEET)
2) N80'02'52"W A DISTANCE OF 464.64 FEET
3) ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 8110.35 FEET
AND A CENTRAL ANGLE OF 01"41'04", A DISTANCE OF 238.42 FEET (CHORD BEARS
N80'53'23"W A DISTANCE OF 238.41 FEET)
4) N81'43'55"W A DISTANCE OF 249.63 FEET
5) ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 4373.48 FEET
AND A CENTRAL ANGLE OF 01'06'56", A DISTANCE OF 85.14 FEET (CHORD BEARS
N8110'27"W A DISTANCE OF 85.14 FEET)
6) Nao·37•oo·w A DISTANCE OF 259.88 FEET
7) ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 25232.88 FEET
AND A CENTRAL ANGLE OF OD.33'11". A DISTANCE OF 243.54 FEET (CHORD BEARS
N80'53'35"W A DISTANCE OF 243.54 FEET)
8) N81'10'10"W A DISTANCE OF 342.47 FEET
9) ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 3047.42 FEET
AND A CENTRAL ANGLE OF 12·53'04", A DISTANCE OF 685.29 FEET (CHORD BEARS
N74'43'3B"W A DISTANCE OF 683.85 FEET)
10) N6B17'06"W A DISTANCE OF 149.51 FEET
11) ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 3841.09 FEET
AND A CENTRAL ANGLE OF 07'28'58", A DISTANCE OF 501.65 FEET (CHORD BEARS
N64"32'37"W A DISTANCE OF 501.29 FEET)
12) N60•48'08"W A DISTANCE OF 65.87 FEET
13) ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 134.49 FEET
AND A CENTRAL ANGLE OF 13'44'10". A DISTANCE OF 32.24 FEET (CHORD BEARS
N67"40'13"W A DISTANCE OF 32.17 FEET) TO A POINT ON THE NORTHERLY
RIGHT-OF-WAY OF THE OLD D&RGW RAILROAD; THENCE LEAVING SAID NORTHERLY
RIGHT-OF-WAY OF COUNTY ROAD 100, N6212'oo·w ALONG THE SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE OF 187.05 FEET; THENCE LEAVING SAID NORTHERLY
RIGHT-OF-WAY No1·37•14•w A DISTANCE OF 114.30 FEET TQ THE POINT Qf
BEGINl!llNG. SAID PARCEL OF LAND CONTAINING 64.012 ACRES, MORE OR LESS.
NIESLANIK EXEMPTION PLAT
LOTS 10, 16, AND 1 7 IN SECTION 34, AND
GARFIELD,
PART
STATE
OF
OF
LOT 17 IN
COLORADO
SECTION 35, T. 7
x
x
x
x
x
x
REBAR & CAP
LS#19598 (SET)
PARCEL 1
REBAR & CAP
LS/f19598 (SET)
COUNTY OF
JOHN JACOBSEN
PARCEL#239334400016
REBAR & CAP
LS#19598 (SET)
FENCE (TYP)
w.c. 16.00'
REBAR & CAP
LS1f19598 (SET)
A PARCEL OF LAND SITUATED IN THE COUNTY OF GARFIELD, STATE OF COLORADO,
AND BEING A PART OF LOT 10 AND 16 OF SECllON 34, TOWNSHIP 7 SOUTH, RANGE
88 WEST, OF THE 6TH P .t.t AS SHOv.N ON THE ACCOMPANYING PLAT. SAID REAL
PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE WITNESS CCRNER TO THE SOUTH 1 /4 CORNER OF SAID SECTION
35 THENCE N7Y49'32"W A DISTANCE OF 4897.16 FEET TO A POINT ON THE
SOUTHERLY BOUNDARY • SAID LOT 10, JHE POINT OE BE()INNIUG· THENCE
S01'37'14"E A DISTANCE OF 114.30 FEET TO A POINT ON THE NORTHERLY
RIGHT-OF-WAY OF THE OLD D&RGW RAILROAD; THENCE N62'12'00"W ALONG SAID
NORTHERLY RIGHT-OF-WAY A.,DISTANCE OF 74.56 FEET; THENCE LEAVING SAID
NORTHERLY RIGHT-OF-WAY i><Go'38' 4 7"W A DISTANCE OF 78. 77 FEET; THENCE
N52'49'34"W A DISTANCE OF 262.48 FEET TO THE NORTHEASTERLY CORNER OF PATCH
SUBDIVISION RECCRDED AS RECEPTION NO. 300707 IN THE CLERK AND RECORDER'S
OFFICE OF GARFIELD COUNTY, COLORADO; THENCE ALONG THE NORTHERLY BOUNDARY
OF SAID PATCH SUBDIVISION THE FOLLOWING TWO (2) COURSES:
1) N52'39'34"W A DISTANCE OF 20.00 FEET
2) N44'35'00"W A DISTANCE OF 196.14 FEET; THENCE LEAVING SAID NORTHERLY
BOUNDARY N88'22'56"E A DISTANCE OF 417.41 FEET; so1·37'14•E A DISTANCE OF
321.62 FEET TO JH~ POINT OF BEGINNING SAID PARCEL OF LAND CONTAINING 2.005
ACRES, MORE OR LESS.
20 00 FOOT lfilQE BQAQWAY' fl UDUJY EASfMENT
A STRIP OF LAND SITUATED IN THE COUNTY OF GARFIELD, STATE OF COLORADO, AND
BEING A PART OF LOT 16 OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 88 WEST, OF
THE 6TH PRINCIPAL MERIOAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID STRIP
BEING 10.00 FEET EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
COMMENCING AT THE WITNESS CCRNER TO THE SOUTH 1/4 CORNER OF SAID SECTION
35; THENCE N77'10'37"W A DISTANCE OF 4134.29 FEET TO A POINT ON THE
NORTHERLY RIGHT OF WAY OF COUNTY ROAD 100, ];IE PQINT OE BEGINNING· THENCE
LEAVING SAID NORTHERLY RIGHT OF WAY ALONG SAID CENTERLINE ALONG THE ARC OF
A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 65.00 FEET AND A
CENTRAL ANGLE OF 32"34'03", A DISTANCE OF 36.95 FEET, (CHORD BEARS
N48'04'46"W A DISTANCE OF 36.45 FEET); THENCE CONTINUING ALONG SAID
CENTERLINE N64'21'48"W A DISTANCE OF 140.50 FEET; THENCE CONTINUNING ALONG
SAID CENTERLINE N57'39'25"W A DISTANCE OF 111.00 FEET: THENCE CONllNUING
ALONG SAID CENTERLINE N60'29'21"W A DISTANCE OF 433.61 FEET; THENCE
CONTINUING ALONG SAID CENTERLINE ALONG A CURVE TO THE RIGHT HAVING A
RADIUS OF 115.00 FEET AND A CENTRAL ANGLE OF 33'46'55", A DISTANCE OF 67.80
FEET, (CHORD BEARS N43"35'53"W A DISTANCE OF 66.83 FEET) TO THE POINT OF
TERMINUS (v.HENCE TIE TO THE WITNESS CORNER TO THE S1/4 CORNER BEARS
S7416'14"E A DISTANCE OF 4885.05 FEET). SAID STRIP OF LAND CCNTAINS 15,608
SQUARE FEET MORE OR LESS.
100
!-i -
MARIAN NILSEN
PARCEL#239335300041
FOUND If 5 REBAR
& GAP, LS.#27613
0
I
REBAR & CAP
LS#19598 (SET)
PARCEL 2
64.012 AC.±
GRAPHIC SCALE
so 100 200
I I I
( IN FEET )
1 inch = 100 ft.
LEGEND
REBAR & CAP
LS/119598 (SET)
@ SET #5 REBAR & CAP L. S. NO. 19598
0 FOUND PROPERTY CORNER AS DESCRIBED
FOUND # 5 REBAR
& CAP, L.S.#14111
400
I
BARRY HANSEL
PARCEL#239335300042
LINE
Ll
L2
L3
L4
L5
L6
CURVE RADIUS LENGTH
Cl 8'165.51 538.27
C2 8110.35 238.42
C3 4373.4B 85.14
C4 Z5?32.88 243.54
C5 3047.42 685.29
CG 3841.09 501.65
C7 134.49 32.24
C8 65;00 36.95
C9 50.00 35.10
C10 30.00 21.35
cu 115.00 62.74
s., R. 88 W., OF THE
JUDITH DETWEILER
PARGEL#239335300036
2663.90'
REBAR & CAP
LSfl14111 (FND)
GRAVEL ROAD
REBAR & CAP
LSfl19598 (SET)
LINE TABLE
LENGTH BEARING
464.64 N!!0'02'52"14
249.63 NB1'43'55"VI
259.88 NS<l .. 371 00•\./
342.47 N91'10'10"14
149.51 N6B .. 17'-06'VI
65.87 NM•4S'OB"V
CURVE TABLE
DELTA ANGEN CHORD DIRECTION CHORD
3•43'52• 269.23 N81"54'48'14 538.lB
1•41'04' 119.22 N80"'53'23'\./ 238.41
i•oG'56' 42.57 NBl.10'27'VI 85.14
0•33•11• 121.77 NBQ.53'35'\4 243.54
i2•53•04• 344.10 N7 4 •43'38'\.J 603.85
1·2s•5s· 251.18 N64 •32'37'VI 501.29
13 .. 44'10' 16.20 N6 7' 40'13'VI 32.17
32"'34'03" U!l.99 N4B'04'4fu'V 36.45
40"'13'31. 18.31 N44.15'02'VI 34.39
40''40'35' 11.15 N44'3!'35"W 20.90
31·15•37• 32.17 N42.22'23''vJ 61.97
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PROJECT NO.
2071643.00
0954
20F2