HomeMy WebLinkAboutImprovement Survey PlatIMPROVEMENT SURVEY PLAT
LEGAL DESCRIPTION PER RECEPTION 736421
PARCEL A:
A TRACT OF LAND SITUATED IN LOT 20 OF SECTION 1. TOWNSHIP 7 SOUTH. RANGE 89
WEST OF THE SIXTH PRINCIPAL MERIDIAN. LYING WESTERLY OF THE WESTERLY
RIGHT OF WAY LINE OF THE DENVER AND RIO GRANDE WESTERN RAILROAD (ASPEN
BRANCH). SAID TRACT BEING DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY LINE OF SAID RAILROAD
WHENCE AN IRON POST WITH A BRASS CAP FOUND IN PLACE AND PROPERLY
MARKED FOR THE SOUTHEAST CORNER OF LOT 36 IN SAID SECTION 1 BEARS NORTH
29 DEGREES 08'17"' EAST 1009.97 FEET;
THENCE SOUTH 19°21"55" EAST 663.51 FEET ALONG THE WESTERLY RIGHT OF WAY
LINE OF SAID RAILROAD; THENCE NORTH 89 °34'21" WEST 284.97 FEET ALONG A
FENCE AS CONSTRUCTED AND IN PLACE;
THENCE NORTH 27°22'05" EAST 210.64 FEET;
THENCE NORTH 44°15'54" WEST 148,82 FEET;
THENCE NORTH 129.49 FEET;
THENCE NORTH 59°43'54" EAST 124.63 FEET;
THENCE NORTH 14°29'42" WEST 142.44 FEET TO A POINT ON THE WESTERLY RIGHT
OF WAY LINE OF SAID RAILROAD, THE POINT OF BEGINNING.
PARCELI:
A STRIP OF LAND 20 FEET IN WIDTH TO BE USED FOR A NON-EXCLUSIVE ACCESS AND
UTILITY EASEMENT SITUATED IN LOT 20 OF SECTION 1. TOWNSHIP 7 SOUTH. RANGE
89 WEST OF THE SIXTH PRINCIPAL MERIDIAN. LYING SOUTHERLY AND WESTERLY OF
THE FOLLOWING DESCRIBED LINE:
BEGINNING AT A POINT ON THE WESTERLY LINE OF A PARCEL OF LAND DESCRIBED
IN BOOK 444 AT PAGES 91 AND 92 AS RECEPTION NO. 258125 IN THE CLERK AND
RECORDER'S OFFICE OF GARFIELD COUNTY, COLORADO WHENCE AN IRON POST
WITH A BRASS CAP FOUND IN PLACE ANO PROPERLY MARKED FOR THE NORTHEAST
CORNER CF SAID LOT 20 BEARS: NORTH 26°04"07" EAST 1282.88 FEET;
THENCE WEST 265.15 FEET ALONG THE NORTHERLY LINE OF SAID 20 FOOT
EASEMENT, BEING ALSO THE SOUTHERLY LINE OF A PARCEL OF LAND DESCRIBED IN
BOOK 456 AT PAGE 160 AS RECEPTION NO.
261923 IN SAID CLERK AND RECORDER'S OFFICE;
THENCE NORTH 26°00"00" WEST 238.93 FEET ALONG THE NORTHEASTERLY LINE OF
SAID 20 FOOT EASEMENT, BEING ALSO THE SOUTHWESTERLY LINE OF SAID PARCEL
DESCRIBED IN SAID BOOK 456 AT PAGE 160 AS RECEPTION NO. 261923-1
THENCE NORTH 298.72 FEET ALONG THE EASTERLY LINE OF SAID 20 FOOT
EASEMENT, BEING ALSO THE WESTERLY LINE OF SAID PARCELS DESCRIBED IN SAID
BOOK 456 AT PAGE 160 AS RECEPTION
NO. 261923 TO A POINT ON THE SOUTHERLY LINE OF THE GLENWOOD DITCH.
FOUND NO. 5
REBAR AND 1.25"
RED PLASTIC CAP
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A TRACT OF LAND SITUATED IN SECTION 1, TOWNSHIP 7 SOUTH,
RANGE 89 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
PARCELIL
THE RIGHT TO USE A STRIP OF LAND 50 FEET IN WIDTH FOR A NONEXCLUSIVE
ACCESS AND UTILITY EASEMENT SITUATED IN LOT 20 OF SECTION 1, TOWNSHIP 7
SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN. SAID 50 FOOT STRIP IS
A PORTION OF PARCELS B AND C DESCRIBED IN BOOK 456 AT PAGE 160 AND 161 AS
RECEPTION NO. 261923 ON FILE IN THE CLERK AND RECORDER'S OFFICE OF
GARFIELD COUNTY. COLORADO, AND SAID PORTION IS DESCRIBED AS FOLLOWS:
A PARCEL OF LAND SITUATED IN LOT 20 OF SECTION 1, TOWNSHIP 7 SOUTH, RANGE
S9 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING NORTHWESTERLY OF THAT
CERTAIN PARCEL OF LAND, AND SOUTHERLY OF THE SOUTHERLY LINE OF THE
GLENWOOD DITCH, TO WIT:
BEGINNING AT A POINT ON THE NORTHWESTERLY LINE OF SAID 5.04 ACRE PARCEL
WHENCE THE NORTHWEST CORNER OF SAID LOT 20 BEARS -
NORTH 53°13'58" EAST 1165.49 FEET;
THENCE NORTH 58.72 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID DITCH:
THENCE NORTH 58°22'27" EAST 89.26 FEET ALONG THE SOUTHERLY LINE OF SAID
DITCH;
THENCE NORTH 35°42"39"" EAST 61.22 FEET ALONG THE SOUTHERLY LINE OF SAID
DITCH;
THENCE NORTH 17°23"00" EAST 39.00 FEET; THENCE SOUTH 77°20"42" EAST 50.17
FEET; THENCE SOUTH 17°23'00" WEST 49.81 FEET;
THENCE SOUTH 35°42'39" WEST 81.81 FEET ALONG THE NORTHERLY LINE OF SAID
5.04 ACRE PARCEL;
THENCE SOUTH 58°22'27" WEST 128.87 FEET ALONG THE NORTHERLY LINE OF SAID
5.04 ACRE PARCEL TO THE POINT OF BEGINNING,
RAILROAD R.O.W.
OWNER: ROARING FORK
TRANSPORTAION AUTHORITY
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PARCEL III:
A STRIP OF LAND 20 FEET IN WIDTH TO BE USED FOR A NONEXCLUSIVE ACCESS AND
UTILITY EASEMENT SITUATED IN LOT 20 AND 21 OF SECTION 1, TOWNSHIP 7 SOUTH,
RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING SOUTHERLY OF THE
FOLLOWING DESCRIBED LINE, A PORTION OF SAID LINE BEING
THE SOUTHERLY LINE OF THAT PARCEL OF LAND DESCRIBED IN BOOK 468 AT PAGE
588 AS RECEPTION NO. 266220 IN SAID CLERK AND RECORDER'S OFFICE. TO WIT:
BEGINNING AT A POINT ON THE WESTERLY LINE OF THAT CERTAIN DESCRIPTION
CALLED PARCEL C AS FILED IN BOOK 456 AT 160 AND 161 AS RECEPTION NO. 261923
WHENCE THE NORTHEAST CORNER OF LOT 20 BEARS: NORTH 58°03'40" EAST 954,77-1
THENCE NORTH 69°57"12"' WEST 311.59 FEET ALONG THE NORTHERLY LINE OF SAID
EASEMENT TO THE SOUTHEAST CORNER OF SAID PARCEL DESCRIBED AS SAID
DOCUMENT NO. 266220;
THENCE SOUTH 88°26"01" WEST 115.85 FEET ALONG THE NORTHERLY LINE OF SAID
EASEMENT, BEING THE SAID AS THE SOUTHERLY LINE OF THAT PARCEL DESCRIBED
IN SAID DOCUMENT NO. 266220, TO THE SOUTHWEST CORNER OF SAID PARCEL.
TOGETHER WITH ACCESS OVER AND ACROSS EXISTING EASEMENTS AND RIGHTS OF
WAY FROM THE ABOVE -DESCRIBED TRACT AND EASEMENTS TO COLORADO STATE
HIGHWAY 82.
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YY ROAD
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RECORD
MEASURED
LINE
BEARING
DISTANCE
BEARING
DISTANCE
1
S19°21'55"E
663.51
S18°25'34"E
665.06
2
N89°34'21"W
284.97
N88°45'47"W
283.4
3
N27°22'05"E
210.64
N26°47'12"E
210.64
4
N44°15'54"W
148.82
N43°11'05"W
149.05
5
N00°00'00"E
129.49
N00°54'16"E
129.24
6
N59°43'54"E
124.63
N60°50'03"E
124.63
7
N14°29'42"W
142.44
N12°31'03"W
141.53
20' ACCESS
EASEMENT TO
COUNTY ROAD 154
(PARCEL 1)
PARCEL A
5451 CR 154
OWNER: K&L LLC
PID:239501400082
AREA: +/- 83,449 SQ. FT. OR
1.91 SQ. FT.
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ABBREVIATION LEGEND
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OWNER: HARVEST
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OWNER: CAVERN
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PID
PARCEL ID
LS
LAND SURVEYOR
WIRE FENCE LINE
SQ
SQUARE
WOOD FENCE LINE
FT
FEET
CHAIN LINK FENCE LINE
EL
ELEVATION
BUILDING
TYP
TYPICAL a
CONCRETE
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SECTION
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T
TOWNSHIP
MONUMENTS
R
RANGE
O SET NO. 5 REBAR AND 1.25" ORANGE PLASTIC CAP LS 38407
ROW
RIGHT-OF-WAY
FOUND BOUNDARY/LOT CORNER - AS DESCRIBED
RFTA
ROARING FORK TRANSPORTATION AUTHORITY
NOTES VICINITY MAP
NOT TO SCALE
1. DATE OF FIELD SURVEY: SEPTEMBER 10TH, 2026.
2. ALL BEARINGS ARE GRID BEARINGS OF THE COLORADO STATE PLANE COORDINATE
SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983. THE REFERENCE BEARING
BETWEEN THE NORTHERLY PROPERTY CORNER, BEING A FOUND NUMBER 5 REBAR
WITH 1.25" RED PLASTIC CAP, AND THE SOUTHEASTERLY PROPERTY CORNER, BEING A
FOUND NUMBER 5 REBAR WITH 3.25" ALUMINUM PLASTIC CAP, IS S18°25'34"E.
3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR OF THE
BOUNDARY SHOWN AND DESCRIBED HEREON TO DETERMINE:
A. OWNERSHIP OF THE TRACT OF LAND
B. COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJOINERS
C. RIGHTS -OF -WAY, EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING
THIS PARCEL.
4. DUE TO INSUFFICIENT PHYSICAL EVIDENCE OF SURVEY MONUMENTATION CONTROLLING
THE BOUNDARY LOCATIONS OF THE SUBJECT PARCEL OF LAND, A GRANT BOUNDARY
ADJUSTMENT WAS UTILIZED CONFORMING TO THE EXISTING RECOVERED AND
VALIDATED SURVEY MONUMENTS SHOWN HEREON AND PRESERVING THE GEOMETRY
OF THE ORIGINAL LOTTED PARCEL.
5. FOR ALL INFORMATION REGARDING EASEMENT, RIGHTS -OF -WAY AND/OR TITLE OF
RECORD, HIGH COUNTRY ENGINEERING, INC. RELIED UPON OWNER & ENCUMBERANCE
REPORT ISSUED BY ALPINE TITLE OF MOFFAT COUNTY, LLC, EFFECTIVE DATE: AUGUST
29TH, 2026.
6. BUILDING MEASUREMENTS ARE AT LOWEST PRACTICABLE POINT ON VENEER.
7. THE LINEAL UNIT USED TO PERFORM THIS SURVEY IS THE US SURVEY FOOT.
8. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION
BASED ON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST
DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED ON ANY DEFECT IN
THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF
CERTIFICATION SHOWN HEREON.
9. NOTICE: THIS PLAT AND THE INFORMATION SHOWN HEREON MAY NOT BE USED FOR ANY
ADDITIONAL OR EXTENDED PURPOSE BEYOND THAT FOR WHICH IT WAS INTENDED AND
MAY NOT BE USED BY ANY PARTIES OTHER THAN THOSE TO WHICH IT IS CERTIFIED. THIS
DOCUMENT AND THE WORK IT REPRESENTS IS THE PROPERTY OF HIGH COUNTRY
ENGINEERING, INC. NO PART OF THIS DOCUMENT MAY BE STORED, REPRODUCED,
DISTRIBUTED OR USED TO PREPARE DERIVATIVE PRODUCTS WITHOUT PRIOR WRITTEN
PERMISSION. AN ORIGINAL SEAL AND ORIGINAL SIGNATURE IS REQUIRED TO VALIDATE
THIS DOCUMENT AND IS EXCLUSIVE TO HIGH COUNTRY ENGINEERING, INC. AND THE
OWNER(S) OF RECORD AS OF THIS DATE, OF THE BOUNDARY DELINEATED HEREON AND
THE SUBJECT OF THE SURVEY. THIS PLAT IS RESTRICTED TO THE INTENT OF TITLE 38,
ARTICLE 50, §101, 5 (a) AND (b) C.R.S.
LAND SURVEY PLAT DEPOSIT
THIS LAND SURVEY PLAT HAS BEEN ACCEPTED FOR DEPOSIT IN THE OFFICE OF THE CLERK
AND RECORDER OF GARFIELD COUNTY, COLORADO THIS DAY OF 202,
PLAT BOOK , PAGE , AS RECEPTION NO.
TITLE 38, ARTICLE 50, SUBSECTION 101 C.R.S.
(5) (A) PLATS SHALL BE DEPOSITED IN ACCORDANCE WITH THIS SECTION FOR THE SOLE
PURPOSE OF RECORDING INFORMATION ON SURVEYING MONUMENTATION IN ORDER TO
PROVIDE SURVEY DATA FOR SUBSEQUENT LAND SURVEYS AND SHALL NOT BE CONSTRUED
TO AFFECT, IN ANY MANNER WHATSOEVER, THE DESCRIPTION OF A SUBDIVISION, LINE, OR
CORNER CONTAINED IN THE OFFICIAL PLATS AND FIELD NOTES FILED AND OF RECORD OR
TO SUBDIVIDE LOT.
(B) NO PLAT DEPOSITED IN ACCORDANCE WITH THIS SECTION SHALL CONSTITUTE NOTICE
PURSUANT TO SECTION 38-35-109.
COUNTY SURVEYOR
SURVEYOR'S CERTIFICATION
I, LUKE JAMESON, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF
COLORADO (#38407) DO BY THESE PRESENTS CERTIFY THAT THE DRAWING SHOWN HEREON,
WITH NOTES ATTACHED HERETO AND MADE A PART HEREOF, REPRESENTS A MONUMENTED
LAND SURVEY MADE UNDER MY DIRECT SUPERVISION AND THAT TO THE BEST OF MY
KNOWLEDGE, INFORMATION AND BELIEF, AN ACCURATE DEPICTION OF SAID SURVEY IS
RENDERED BY THIS PLAT. THIS SURVEY WAS CONDUCTED IN ACCORDANCE WITH
APPLICABLE STANDARDS OF PRACTICE, IS NOT A GUARANTY OR WARRANTY, EITHER
EXPRESSED OR IMPLIED. THIS SURVEY PLAT COMPLIES WITH TITLE 38-51-102, COLORADO
REVISED STATUTES.
LUKE JAMESON, COLORADO PROFESSIONAL LAND SURVEYOR #38407
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PROJECT NO.
2261618
SHEET NUMBER
1 OF
J:\226\1618 - 5451 County Road 154, GWS\Survey\CAD Data\DWG\2261618 - 5451 CR 154.dwg