HomeMy WebLinkAbout7.0 MapsMINOR SUBDIVISION PLAT OF:
IRMW LLC PARCEL
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A parcel of land situated in Lots 11,12,14,15,16 & 17 of Section 35, Lots 1 & 2 of Section 2,
CERTIFICATE OF DEDICATION AND OWNERSHIP Township 8 South, Range 88 West of the 6th Principal Meridian,-;
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The undersigned IRMW LLC, being sole Owner(s) in fee simple of all that real property situated in Garfield SHEET 1 OF 2
County, describes as follows:
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IRMW Parcel 1 PROPERTY DESCRIPTION
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IRMW Parcel 1 Property according to the Lot Line Adjustment Plat of IRMW Parcel 1 & Nieslanik Property
recorded as Reception No. of the Garfield Countyrecords
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CERTIFICATE OF TAXES PAID
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PLAT PURPOSE NOTE:
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Said parcel of land situated in Lots 11,12,14,15,16 & 17 of Section 35, Township 7 South, Range 88 West of NOTES I, the undersigned, do hereby certify that the entire amount of taxes and assessments due and payable as of
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the 6th Principal Meridian and Lots 1 & 2 of Section 2, Township 8 South, Range 88 West of the 6th THE PURPOSE OF THIS MINOR SUBDIVISION PLAT IS TO SUBDIVIDE IRMW PARCEL I INTO PARCEL IA & 1B."•
2016, all of real estate described on this Plat are in full.
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upon parcels paid
Principal Meridian, Garfield County, Saidparcel of land beingmore particularlydescribed as 1)Date of Survey: September 2003.
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follows: Updated December 2011.
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DATED this day of A.D., 2016.
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Updated June July 2016.
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Beginning at the S % Corner of Section 35 monumented by a #6 rebar and 2" aluminum cap L.S. #15710
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properly marked and found in place; thence along the southerly boundary of said Section 35, 2) Date of Preparation: September 2016.
Treasurer of Garfield County
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N.89°32'11"W. a distance of 807.78 feet to the easterlyboundaryof a parcel of land described in Book 829
at Page 41 of the Garfield County records; thence leaving said southerly boundary of Section 35 along the 3) Basis of Bearing: A bearing of N 89°32 08 W between the found #6 rebar with a 2 aluminum cap L.S.
15710 monumentingthe 1 4 corner of Sections 35, Township7 South, Range 88 West of the 6th P.M.'
easterly boundary of said parcel of land described in Book 829 at Page 41 N.00°24 56 W., a distance of /g 1•
and Section 2 Township8 South, Range 88 West of the 6th P.M. toward the found #6 rebar with a 3'a" TITLE CERTIFICATE BOARD OF COUNTY COMMISSIONER'S CERTIFICATE
642.65 feet to being 150.00 feet the Right the Denver & Rio gi
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a point southerly of southerly -of -Way of
aluminum L.S.LS. 28643 monumentin the common corner for Sections 35 & 36 7 South,
Grande Railroad -Aspen Branch as defined on the Carbondale Segment Railroad Right -of -Way SurveycapTownship
p g g y I an agent authorized bya title insurance company, do herebycertifythat I have examined the Title�.,
Range 88 West of the 6th P.M. and Sections 1 & 2, Township 8 South, Range 88 West of the 6th P.M., as g p Y Based upon the review and recommendation of the Garfield CountyDirector of CommunityDevelopment, ment, the Board of
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performed by Farnsworth Group for the Roaring Fork Transit Authority; thence leaving said easterly p
shown. to all lands shown upon this Second Amended Parcel Plat and that Title to such lands is vested in IRMW LLC free and clear Count Commissioners of Garfield Count Colorado hereby approves this Minor Subdivision Parcel Plat this da of
boundary of said parcel described in Book 829 at Page 41 and along a boundary being 150.00 feet southerly Y Y. Y pp - Y
of all liens and encumbrances (including mortgages, deeds of trust, judgments, easements, contracts and agreements of A.D., 2016, for with the Clerk and Recorder of Garfield Countyand for conveyance to the Countyi•'
and parallel to said southerly Right -of -Way 366.31 feet along a non -tangent curve to the right, having a filing
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„ 4) Basis of Survey: the United States General Land Office (U.S.G.L.0.) Survey Plat accepted by the United record affecting the real property in this Plat) except as follows: of thepublic dedications shown hereon subject to theprovisions that approval in no wayobligates Garfield for
radius of 5,929.65 feet, a central angle of 03°32'22" and a chord which bears N.82°34 15 W., 366.25 feet; County
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States Surveyor Generals Office on November 8, 1885, the Supplemental Diagram of Claims as the financingor improvements landspublic highways dedicated to the
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construction of on roads or easements public,
thence continuing along said boundary being 150.00 feet southerly and parallel to said southerly p , p
accepted November 16 1889 the Supplement Diagram of Claims as accepted March 31 1991 all (3) p specifically agreedbyCountyby separateo
Right -of -Way N.80°48'03"W., a distance of 714.21 feet; thence leaving said boundary being 150.00 feet except as s ecificall to the Board of Commissioners resolution.
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within Township 7 South Range 88 West of the 6th p.m.; The(U.S.G.L.O.) Supplemental Diagram of
southerly and parallel to said southerly Right -of -Way and along the Centerline of a 60' wide Ute Electric Claims as accepted on March 31, 1891, The (U.S.G.L.O.) Supplemental Diagram of Claims as accepted on
Line roadway access easement recorded as Reception No. 304903; thence along said access easementJanuary 25, 1890 both within Township 8 South, Range 88 West of the 6th p.m.a boundary survey map And All matters of record set forth under schedule B-2 "exceptions" by that certain commitment for title insurance dated VICINITY MAP
centerline the following three (3) courses: prepared by K.K.B.N.A for a portion of the Nieslanik Ranch within Section 2, Township 8, South Range 88 April 27, 2016 (Order No. ABS63010692) and issued by Land Title Guarantee Company ("commitment") SCALE: 1" = 2000'
West of the 6th P.M. dated May 16, 1980, The Railroad Right -of -Way Survey of The Carbondale upon satisfaction of all schedule b-1 "requirements" as set forth by said commitment DATED this day of Chairman, Board of County Commissioners
1) 36.89 feet along the arc of a curve to the right having a radius of 75.00 feet and a central angle of Segment being a portion of The Former Denver & Rio Grande Railroad -Aspen Branch preformed by , A.D., 2016. Garfield County, Colorado AREA TABLE
28°11'06", chord bears N.05°58'24"W., a distance of 36.52 feet; Farnsworth Group for The Roaring Fork Transit Authority dated December 28, 2007, various documents
2) N.20°03'57"W., a distance of 27.94 feet; of record and the survey monuments found in places shown. TITLE COMPANY: Land Title Guarantee Company IRMW PARCEL I 2,607,967 SQ.FT. 59.871 ACRES
3) N.02°37'32"W., a distance of 92.34 feet, to a point on the said southerly Right -of -Way of said Denver & Witness my hand and seal of the County of Garfield.
Rio Grande Railroad -Aspen Branch. 5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or IRMW PARCEL 1A 2,516,612 SQ.FT. 57.773 ACRES
easements of record. For all information regarding easements, rights of way and/or title of record, SE (Agent) ATTEST: IRMW PARCEL 1B 91,354 SQ.FT. 2.097 ACRES
thence leaving said access easement and along said southerly Right -of -Way 5.80°48'03"E., a distance of relied
756.34 feet; thence continuing along said southerly Right -of -Way 683.66 feet along the arc of a curve to the Title
left, having a radius of 5779.65 feet, a central angle of 06°46'39", and a chord which bears S 84°11'23" E, a
distance of 683.26 feet; thence continuing along said southerly Right -of -Way S.87°34'42"E., a distance of 6) The
1,548.97 feet; thence leaving said southerly Right -of -Way S.44°55'59"E., a distance of 54.45 feet; thence Department
S.77°00'00"E., a distance of 190.00 feet; thence 5.70°00'00"E., a distance of 75.00 feet; thence
S.15°15'00"W., a distance of 75.00 feet; thence S.72°30'00"E., a distance of 125.00 feet; thence
S.76°25'00"E., a distance of 100.00 feet; thence S.78°00'00"E., a distance of 100.00 feet; thence
S.83°30'00"E., a distance of 130.00 feet; thence S.78°00'00"E., a distance of 150.00 feet; thence
S.90°00'00"E., a distance of 60.00 feet; thence S.45°00'00"E., a distance of 50.00 feet; thence S.86°00'00"E.,
a distance of 444.00 feet; thence S.38°15'00"W., a distance of 830.00 feet to a point on the northerly
upon the above said information described in note 4 and the title commitment prepared by Land
Company order number ABS63010692, effective date April 27, 2016.
linear unit used in the preparation of this plat is the U.S. survey foot as defined by the United States
of Commerce, National Institute of Standards and Technology.
LOT 17
LOT 11
County clerk
LOT 12
I
IRMW PARCELS 1A & 1B 2,607,966 SQ.FT. 59.870 ACRES
LOT 15
boundary of that parcel of land described in Book 967 at Page 777 of the Garfield County records; thence
SECTION 35
SECTION 35
SECTION 35
SECTION 36 I LOT 16
along said northerly boundary of that parcel of land described in Book 967 at Page 777 the following two (2)
courses:
SECTION 36
1) N.88°27'01"W., a distance of 838.34 feet;
2) N.72°46'14"W., a distance of 982.54 feet; to the southerly boundary line of said Section 35; -
SET #5 REBAR &
2" ALUMINUM CAP
LOT 13
_ 1 L.S. 28643
FOUND #6 REBAR &
SECTION 35
thence along the southerly line of said Section 35 N.89°32'08"W., a distance of 188.13 feet; to the point of
beginning.
Said parcel of land containing 2,607,967 square feet or 59.871 acres, more or less.
COUNTY OF GARFIELD
_
TIMOTHY
NIESLANIK 4 & oLAVRA
ROP ERTY
C
_
FOUND2"
#S REBAR -
1 a" PLASTIC C &
L.S, 15710 AP
2" ALUMINUM
R.F.T.A-R.O.W CAP
L.S. 16401 (TYP.)
- ,
- �_
FOUND #6 REBAR &
2" ALUMINUM
R.F.T.A-R.O.W
WITNESS CAP
L.S. 16401 (TYP.)
FOUND #6 REBAR &
2" ALUMINUM
R.F.T.A-R.O.W CAP
L.S. 16401 (TYP.)
FOUND #6 REBAR &
2" ALUMINUM
FOUND #6 REBAR & R.F.T.A R.O.W
ALUMINUM WITNESS CAP
R.F.T.A-R.O.W CAP L.S. 16401 (TYP.) ,
L.S. 16401 (TYP.)
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STATE OF COLORADO
TIMOTHY M. NIESLANIK PROPERTY NEW PARCEL
-
- CENTERLINE RAIL
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LINE THIS PLAT
RIGHT OF WAY
- -
,
THAT SAID OWNER HAS CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS MINORr
y
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SET #S REBAR&
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SUBDIVISION PLAT OF IRMW LLC PARCEL I, A SUBDIVISION OF A PART OF GARFIELD COUNTY, COLORADO.
IN WITNESS WHEREOF, SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS
CRYSTAL RIVER
Tog
FOUND #5 REBAR
660.0 WITNESS CORNER
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IRMW PARCEL 1
••'',
1.
2" ALUMINUM CAP I
L.S. 28643
DAY OF , A.D. 2016
SOUTHI/4 SECTION 35
'N
Owner: IRMW LLC
LOT 19
SUBSTATION
BOOK 829 PAGE 41
- SET #5 REBAR &
2" ALUMINUM CAP
L.S. 28643
2,607,967 sq. ft.
59.871 acres
- - 1
- 14'
N'• ,1
#5 REBAR & %' "
PLASTIC CAP v `
FOUND #S REBAR & B1:O
i
14" PLASTIC CAP ® PAG
L.S.
L.S. 15710
913
635
SECTION 35
LOT 16
- - L.S.... #28643
(TYP.) 0
- - - - - - _ _ _ _ _ - -
LOT 23
LOT 15
u _ _
LOT 17
SECTION 35-
SECTION 36
William Rice as manager and member
- z
z SECTION 36
TRUE POSITION OF
SECTION 35
_ _ _
- _
N.W. CORNER SECTION 2
SECTION 35
- - -
-- - - - - - - - - O
O FOUND #6 REBAR &
STATE OF COLORADO
WITHIN AGRICULTURE
LOT 14 U U 314' ALUMINUM CAP IRMW PARCEL I I I
FOUND #6 REBAR &
)SS
FIELD, NOT SUITABLE
SECT
ON 35 FOUND #5 REBAR &
N N L.S. 28643
SECTION 35 1,538,266 sq. ft.
MONUMENT RECORD
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34 ALUMINUM CAP
COUNTY OF GARFIELD )
FOR PERMANENT
MONUMENT
14" PLASTIC CAP TOWNSHIP 7 SOUTH RANGE 88 WEST FILED 35.314 acres FOUND #5 REBAR
L.S. #28643 (TYP.) & PLASTIC CAP
L.S. 28643
MONUMENT RECORD
- A ^
SECTION 35 SECTION 36 L.S. 19598
TO BE FILED
..SECTION
- _ _
The foregoing Certificate of Dedication and Ownership was acknowledged before me this day of
o
2 SECTIO FOUND #5 REBAR & - 0.--
A.D., 2016,by William Rice as manager and member of IRMW LLC
LOTS
o
LOT4 FOUND #5 REBAR &
TOWNSHIP 8 SOUTH RANGE 88 WEST v, 14 PLASTIC CAP
,
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POINT OF BEGINNING SECTION 2 0 C.)
SECTION 2
PLASTIC CAP
SECTION 2
FOUND #6 REBAR &
FOUND #5 REBAR & n n L.S. #28643 (TYP.) _
My
L.S. #15710
Ii°
14 PLASTIC CAP -I
SET #5 REBAR &
commission expires:
2"ALUMINUM CAP L.S. 15710
Witness my hand and official seal.
O O
MONUMENT RECORD FILED I , L.S. #28643 (TYP.) z _
2" ALUMINUM CAP
L.S. 28643
FOUND #5 REBAR POSITION BEING A 180.00'
AUGUST 23, 2001 _ BOOK 967
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WITNESS CORNER TO THE NORTHWEST
CORNER OF SECTION 2, CONSISTENT
BY KENNETH R. WILSON \ 0O / - . PAGE 777
L.S. 15710 .-
(SEAL)
WITH SURVEY PREFORMED BY KKBNA FOR
A PORTION OF THE NIESLANIK RANCH
_ \
` -- -
BOOK 967
Notary Public
ESTABLISHING THE WESTERLY BOUNDARY
OF SECTION 2, DATED MAY 16 1980 &
MONUMENT RECORD FILED
HUGH M. PORTERFIELD L.S. 16142
I SET #5 REBAR & - _
PAGE 777 2" ALUMINUM CAP FOUND #5 REBAR &
L.S. 28643 4" PLASTIC CAP
1
1 LOT 2 L.S. #28643 (TYP.)
ON BEHALF OF KKBNA JUNE 27, 1980,
SECTION 2 LOT 1 I LOT 4 I LOT 3
UPGRADED MONUMENT POSITION WITH
SECTION 1 SECTION 1
SECTION 2
I
FOUND STONE MONUMENT SET#6 REBAR & 34' ALUMINUM
LOT 3
FOR S.W. CORNER SECTION 2 WITNESS CAP L.S. 28643
FARNSWORTH RAILROAD R.O.W. MAP GENERAL NOTE MONUMENT RECORD FILED MONUMENT RECORD FILED
SECTION 2
FEBRUARY 11, 2011
The right of way shown is based on the centerline of the original 36 MARKS. BECKLER L.S. 28643
inch gage railroad. This is 0.85 feet different from the centerline of
the current 56.5 inch gage railroad track. The railroad was Soo
GRAPHIC
o 150 300
SCALE
600 1200
1
constructed as a 36 inch gage railroad as noted on construction
documents of the Denver and Rio Grande Railroad on file at the
COUNTY SURVEYOR'S CERTIFICATE
Colorado Railroad Museum in Golden, Colorado. Additionally photo
documentation of the 36 inch gage exists in the files of the Denver (IN FEET) Approved for content and form only and not the accuracy of surveys, calculations or
Public Library, Western History Collection. The railroad was converted 1 inch =300 ft. drafting, Pursuant to C.R.S.§38-51-101 and 102, et seq,
to 56.5 inch gage (standard gage) in a betterment program in 1890.
DATED this day of A.D., 2016.
SURVEYOR'S CERTIFICATE
I, Mark S. Beckler, do hereby certify that I am a Professional Land Surveyor licensed under the laws Garfield County Surveyor
of the State of Colorado, that this Plat is a true, correct and complete Minor Subdivision Plat of IRMW LLC Parcel I as laid
out, platted, dedicated and shown hereon; that such Plat was made from an accurate survey of said property by me or
under my supervision, and correctly shows the location and dimensions of the lots, easements and streets of said
amended final plat as the same are staked upon the ground in compliance with applicable regulations governing the CLERK AND RECORDER'S CERTIFICATE
subdivision of land.
This plat was filed for record in the Office of the Clerk and Recorder of Garfield County at
In witness whereof, I have set my hand and seal this day of , A.D., 2016. o'clock on the day of A.D. 2016, and
.M., ,
is duly recorded in Book , Page , as Reception No.
Mark S. Beckler, P.L.S. #28643
Attest:
S O P R
I S ENGINEERING - LLC Clerk and Recorder
CIVIL CONSULTANTS By:
502 MAIN STREET, SUITE A3
NOTACCORDING TDEFECT LAW YOU MUST TCOMMENCE ANY LEGAL CARBON DALE COLORADO 81623
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN (970) 704-0311 SOPRISENG@SOPRISENG.COM
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. sb RAB 2016-09-27 M:\3100dwgs\11174\PLAT\11174-IRMW-minor Subdiv Plat (2016).DWG
MINOR SUBDIVISION PLAT OF:
IRMW LLC PARCEL
I
A parcel of land situated in Lots 11,12,14,15,16 & 17 of Section 35, Lots 1 & 2 of Section 2,
Township 8 South, Range 88 West of the 6th Principal Meridian,
I SHEET 2 OF 2 I
AN EASEMENT FOR JOINT ROADWAY LOT 17
PURPOSES OVER AND ACROSS THE
I
LOT 11
DEED BETWEEN ROBERT O. SEWELL TO MID -C
R
LOT 12 EXCEPTS AND RESERVES AN EASEMENT AND
NTINENT COAL & COKE CO. RECORDED IN BOOK 277 PAGE 175 AS
CEPTION No. 186245
RIGHT-OF-WAY FROM AN EXISTING CATTLE CROSSING OVER THE
WESTERLY END OF A PARCEL NOT TO SECTION 35 R.F.T.A PRIVATE WAY LICENSE CONTRACT No.373.80
SECTION 35
SECTION 35 RAILROAD R.O.W. ON THE EAST SIDE T
A POINT TO BE DESIGNATED BY GRANTOR ON THE WEST
EXCEED 35 FEET IN WIDTH AS STATED BOOK 1533 PAGE 710 RECEPTION No.639704 (CANCELS
IN DEED BETWEEN ROGER L. NIXON & & SUPERCEDES CONTRACT #25860)
MID CONTINENT COAL & COKE
COMPANY RECORDED IN BOOK 383
GRANTOR ALSO EXCEPTS AND RESERVES THE
R.F.T.A. PRIVATE WAY LICENSE CONTRACT SOUTHWEST
No.374.20 BOOK 1533 PAGE 696
RECEPTION No.639703 (CANCELS & WITH OTHER PROVISIONS PERTAINI
RIGHT TO USE A TRACT OF LAND NOT EXCEEDING 1 ACRE IN THE
ORNER OF THE TRACT CONVEYED
G TO ROADWAYS, FENCES, WATER & WATERING RIGHTS
PAGE 558 AS RECEPTION No. 237727
SET #5 REBAR &
2" ALUMINUM CAP
SUPERCEDES CONTRACT No.
080101-374.20 WHICH CANCELED &
SUPERCEDED CONTRACT #21883)
LOT 13
_ ; L.S.28643
SECTION 35
_
��2"
. _
80°48'03" E
TIMOTHY M. & LgURq _
NIESLgNIK PRppERTV 756.34'
L2 FOUND #5 REBAR &
" 14" PLASTIC CAP \ -L
��" L.S. 15710
L1 F,' C3
FOUND #6 REBAR &
ALUMINUM
2,,ALU R.F.T.A-R.O.W CAP
L.S. 16401 (TYP.)
,
_
— —
FOUND #6 REBAR &
2" ALUMINUM
R.F.T.A-R.O.W
WITNESS CAP
L.S. 16401 (TYP.)
_
FOUND"LUI REBAR &
2" ALUMINUM
R.F. 16401 (TYP.).W CAP
L.S. 16401
TIMOTHY M. NIESLANIK PROPERTY N 80x48 0 NEW PARCEL
�
S 87°34'42" E _
— —__ CENTERLINE AIL ROAD
AREA TABLE
LINE THIS PLAT
S 87°34'42"E
714.21'
RIGHT OF WAY
2223.:7' `
1548.97'
— IRMW PARCEL I 2,607,967 SQ.FT. 59.871 ACRES
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01
CI 11
gr
FOUND #5 REBAR
.014h L
L3 L4
IRMW PARCEL 1A 2,516,612 SQ.FT. 57.773 ACRES
IRMW PARCEL 1B 91,354 SQ.FT. 2.097 ACRES
CRYSTAL RIVER
660.0 WITNESS CORNER
SOUTH1/4 SECTION 35
SET #5 REBAR &
UM CAP
LIS. ALUMINUM
IRMW PARCEL 1
2,607,967 sq.ft.
59.871 acres
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L8
�+ �1 L9
+ L10 0'1 L11
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IRMW PARCELS 1A & 1B 2,607,966 SQ.FT. 59.870 ACRES
LOT 19
SUBSTATION
BOOK 829 PAGE 41
Z
oo
- -
#5 REBAR & � e1
V �'0
SECTION 35
LOT 16
o
I _
14" PLASTIC CAP N 86°00'00" W
L.S. #28643 (TYP.)
�,, SECTION 35
o LOT 15
_ —
_ _ 444.00' 0
LOT 17
°
SECTION 35
_ M
' '
_ ...
Z
Z
TRUE POSITION OF
SECTION 35,
-
N.W. CORNERSECTION2
WITHIN AGRICULTURE
FIELD, NOT SUITABLE
I DEED BETWEEN ROBERT 0. SEWELL
MID-CONTINENT COAL & COKE CO.
- '---'--- — - - — -- 0
TO LOT 14 o I-
RECORDED '� U
0
H
U
FOR PERMANENT
SECTION
35 I
&
IN BOOK 2326 PAGE 30 AS REC #20
427 SECTION 35 W
W
A=
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MONUMENT
��
N 89°32'11" W
FOUND #5 REBAR
14" PLASTIC CAP
L14 L.S. #28643 (TYP.)
/�
TOWNSHIP 7 SOUTH
I cn V)
RANGE 88 WEST ,
�� _
BASIS OF
BEARING SECTION 35
_
807.78' v � v
— — T
— — —
o LOTS
i
i
I N 89°32'08"
TOWNSHIP 8 SOUTH
_ _
W SECTION 2
o SECTION 2
LOT4 FOUND#5REBAR& N �2°
I POINT OF BEGINNING
RANGE 88 WEST
PLASTIC CAP SECTION 2 46'1I
SECTION 2 FOUND #6 REBAR &
L.S. #15710
" FOUND #5 REBAR & I
FOUND #5 REBAR POSITION BEING A 180.00'
2" ALUMINUM CAP L.S. 15710
MONUMENT RECORD FILED
AUGUST 23, 2001
BY KENNETH R. WILSON
982,5 4'
1' °�
L.S.#28643 (TYP.) ��
� i
I
WITNESS CORNER TO THE NORTHWEST
L.S. 15710
0 838.34'
CORNER OF SECTION 2, CONSISTENT
WITH SURVEY PREFORMED BY KKBNA FOR
88°27'1" W O
I
A PORTION OF THE NIESLANIK RANCH
- -
ESTABLISHING THE WESTERLY BOUNDARY
OF SECTION 2, DATED MAY 16 1980 &
MONUMENT RECORD FILED
HUGH M. PORTERFIELD L.S. 16142
HUGH
ON BEHALF OF KKBNA JUNE 27, 1980,
�/
I _ /
BOOK 967 SET#5 REBAR & _ _ ..------
PAGE 777 2" ALUMINUM CAP 200
L.S. 28643 FOUND #5 REBAR &
GRAPHIC
0 100 200
SCALE
400 800
14" PLASTIC CAP
UPGRADED MONUMENT POSITION WITH L.S. #28643 (TYP.)
I SET #6 REBAR & 3 4' ALUMINUM I
LOT 2
WITNESS CAP L.S. 28643
SECTION 2 I (IN FEET )
MONUMENT RECORD FILED
LOT 1 1 inch =200 ft.
SECTION 2
FOUND STONE MONUMENT
LOT 3 \
FOR S.W. CORNER SECTION 2
MONUMENT RECORD FILED
SECTION 2 `
B
FEBRUARY 11, 2011
MARK S. BECKLER L.S. 28643
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366.31
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183.21
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36.86
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NOTICE:CONACCORDING TDEFECT LAW YOU MUST TCOMMENCE ANY LEGAL CAR BO N DA LE, COLORADO 81623
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
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SCALE: 1" = 50'
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YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
FROM THE DATE OF CERTIFICATION SHOWN HEREON.
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CAR BO N DA LE, COLORADO 81623
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YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
FROM THE DATE OF CERTIFICATION SHOWN HEREON.
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(9 70) 704-0311 SO P R I S E N G @ S O P R I S E N G . CO M
LOT LINE ADJUSTMENT MAP OF:
CERTIFICATE OF DEDICATION AND OWNERSHIPIRMW PARCEL
I & NIESLANIK PROPER
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The undersigned IRMW LLC, being sole Owner(s) in fee simple of all that real property situated in GarfieldI
County, describes as follows:
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FATHERING PARCEL A parcel of land situated in Lots 11,12,14,15,16 & 17 of Section 35,
A parcel of land described in that document recorded as Reception No. 639700 and excepting therefrom a Township 8 South, Range 88 West of the 6th Pri n c i p a
parcel described in that document recorded as Reception No. 819166, both of the Garfield County Records and
is further described as follows: SHEET 1 OF 2`3
The undersigned Timothy M. and Laura Nieslanik, being sole Owners in fee simple of all that real property
Lots 1 & 2 of Section 2,
l Meridian,
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A parcel of land situated in Lots 11,12,14,15,16 & 17 of Section 35, Township 7 South, Range 88 West of the situated in Garfield County, describes as follows:
6th Principal Meridian and Lots 1 & 2 of Section 2, Township 8 South, Range 88 West of the 6th Principal PLAT PURPOSE NOTE:
RECEIVING PARCEL (Reception No. 691014)
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Meridian, Garfield County, Colorado. Said parcel of land being more particularly described as follows:
„ A tract of land situate in Section 35, Township 7 South, Range 88 West all of the 6th Principal Meridian being THE PURPOSE OF THIS LOT LINE ADJUSTMENT MAP IS TO TRANSFER
Beginning at the S1/4 Corner of Section 35 monumented by a #6 rebar and 2 aluminum cap L.S. #15710 A PORTION OF IRMW PARCEL 1 TO NIESLANIK PROPERTY.
properly marked and found in place; thence alongthe southerlyboundaryof said Section 35, N.89°32'11"W., a more particularly described as follows:
distance of 807.78 feet to the easterly boundary of a parcel of land described in Book 829 at Page 41 of the
Garfield County records; thence leaving said southerly boundary of Section 35 along the easterly boundary of Beginning at a point whence the intersection of the centerlines of 2nd Street and Euclid Avenue in the Town of
„ Carbondale, Countyof Garfield, State of Colorado bears N 87°45 26 W 2641.15 feet with all bearings
said parcel of land described in Book 829 at Page 41 N.00°24'56 W., a distance of 642.65 feet to a point being g
contained herein being relative to a bearing of N 89°57 00 Won the centerline of said Euclid Avenue; thence S
150.00 feet southerly of the southerly Right -of -Way of the Denver & Rio Grande Railroad -Aspen Branch as
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80°46'45" E 579.55 feet alongthe south right of wayline of the former Denver and Rio Grande Western
g TITLE CERTIFICATE MORTGAGEE CONSENT CERTIFICATE
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defined on the Carbondale Segment Railroad Right -of -Way Survey preformed by Farnsworth Group for the
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Railroad now being owned by the Roaring Fork Railroad Holding Authority; thence S 7°49 07 W 150.05 feet
Roaring Fork Transit Authority; thence leaving said easterly boundary of said parcel described in Book 829 at%�
the line tract land described in Book 905 Page 347 the the Clerk Recorder
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along east of a of at of records of and I, an agent authorized bya title insurance company,do certifythat I have examined The undersigned, beingthe holder of a lien on the property described hereonpursuant to a Deed of Trust
Page 41 and along a boundary being 150.00 feet southerly and to said southerly Right -of -Way 366.31ghereby g p p y
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of Garfield County, Colorado; thence N 80°46'45" W 582.43 feet; thence N 8°55 00 E 150.00 feet to the
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„ point the Title to all lands shown upon this Mapand that Title to such lands is vested in IRMW LLC and recorded the 23rd dayof February, 2016 as Reception No. 873963 in the Office of the Clerk and Recorder of
along a non -tangent curve to the right, having a radius of 5,929.65 feet, a central angle of 03°32 22 and a p Adjustment Y. p
„ of beginning,saidparcel contains 2.000 acres more or less.
chord-}
which bears N.82°34 15 W., 366.25 feet; thence continuingalongsaid boundarybeing150.00 feet Timothy M. and Laura Nieslanik free and clear of all liens and encumbrances (including mortgages, deeds of Garfield County, Colorado, hereby consents to and approves the recording of this Adjustment Map, and hereby
southerly and parallel to said southerly Right -of -Way N.80°48 03 W., a distance of 779.03 feet to a point on trust, judgments, easements, contracts and agreements of record affecting the real property in this Plat) except subordinates the lien of said Deed of Trust to the matters set forth hereon.
with the following described access, easement: as follows:
the easterly boundary of a of land described in Book 905 at Page 347 of the Garfield County Records;
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parcel
Alpine Bank
thence leaving said boundary being 150.00 feet southerly and parallel to said southerly Right -of -Way and along p
„ An access easement situate in Lot 17, Section 35, Township 7 South, Range 88 West of the 6th P.M., being 20Y
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said easterly boundary of said parcel of land described in Book 905 at Page 347 N.08°06 01 E 150.03 feet to a
feet in width and lying 10 feet on each side of the following described centerline: By:
leaving boundary land described
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point on said southerly Right -of -Way; thence said easterly of that parcel of in..
„ And All matters of record set forth under schedule B-2 "exceptions" by those certain commitments for title
Book 905 at Page 347 and along said southerly Right -of -Way 5.80°48 03 E., a distance of 781.90 feet; thence Beginning at a point on the edge of pavement of an existing county road whence the witness corner to the insurance dated April 27, 2016 (order No. ABS63010692) and dated April 27, 2016 (order No. ABS63010726) As:
i.
,
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continuing along said southerly Right -of -Way 683.66 feet along the arc of a curve to the left, having a radius of south 1/4 corner of said Section 34 bears South 77°30'52" East 2004.77 feet; thence South 35°23'33" East\
5779.65 feet, a central angle of 06°46'39", and a chord which bears S 84°11'23" E, a distance of 683.26 feet; and issued by Land Title Company ("commitment") upon satisfaction of all schedule b 1 "requirements"as set
86.98 feet; thence South 08°56 32 East 104.40 feet; thence South 75°11 53 West 42.74 feet to the point of forth by said commitments DATED this day of , A.D., 2016.
distance feet; leaving
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thence continuing along said southerly Right -of -Way S.87°34 42 E., a of 1,548.97 thence
ending,STATE OF COLORADO )
a fence line;
said southerly Right -of -Way S.44°55'59"E., a distance of 54.45 feet; thence S.77°00'00"E., a distance of 190.00
Land Title Company )SS
feet; thence 5.70°00'00"E., a distance of 75.00 feet; thence 5.15°15'00"W., a distance of 75.00 feet; thence VICINITY MAP
AND TOGETHER with all water rights appurtenant to the above-described property. COUNTY OF GARFIELD ) SCALE: 1" = 2000'
S.72°30 00„ E., a distance of 125.00 feet; thence S.76°25 00 E., a distance of 100.00 feet; thence S.78°00 00 E.,
a distance of 100.00 feet; thence S.83°30'00"E., a distance of 130.00 feet; thence S.78°00'00"E., a distance of COUNTY OF GARFIELD (Agent)
LINE TABLE
150.00 feet; thence S.90°00'00"E., a distance of 60.00 feet; thence S.45°00'00"E., a distance of 50.00 feet; STATE OF COLORADO THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
LINE
BEARING
LENGTH
thence S.86°00 00 E., a distance of 444.00 feet; thence S.38°15 00 W., a distance of 830.00 feet to a on
point , A.D. 2016, BY , as of Alpine
the northerly boundary of that parcel of land described in Book 967 at Page 777 of the Garfield County records; Have by these presents laid out, platted and subdivided into the parcels shown hereon and designates the Bank.
L1
N 20°03'57" W
27.94'
thence along said northerly boundary of that parcel of land described in Book 967 at Page 777 the following same as Lot Line Adjustment Map of IRMW Parcel 1 and Nieslanik Property in the County of Garfield, State of
L2
N 02°37'32" W
92.32'
two (2) courses: Colorado and do hereby grant the easements shown hereon, each benefiting and for the purpose so
L3
S 44°55'59" E
54.45'
designated. MY COMMISSION EXPIRES:
L4
1) N.88°27'01"W., a distance of 838.34 feet;
S 77°00'00" E
190.00'
2) N.72°46'14"W., a distance of 982.54 feet; to the southerlyboundaryline of said Section 35; Owner: WITNESS MY HAND AND OFFICIAL SEAL.
L5
S 70°00'00" E
75.00'
Timothy M. Nieslanik NOTARY PUBLIC
L6
S 15°15'00" W
75.00'
thence along the southerly line of said Section 35 N.89°32'08"W., a distance of 188.13 feet; to the point of and
beginning.
L7
S 72°30'00" E
125.00'
Owner:
L8
S 76°25'00" E
100.00'
Said parcel of land containing 60.019 acres, more or less. Laura Nieslanik
L9
S 78°00'00" E
100.00'
COUNTY OF GARFIELD
L10
S 83°30'00" E
130.00'
STATE OF COLORADO ) CERTIFICATE OF TAXES PAID
STATE OF COLORADO
L11
S 78°00'00" E
150.00'
)ss
)
COUNTY OF GARFIELD I, the do hereby that the taxes due
L12
S 90°00'00" E
60.00'
Have by these presents laid out, platted and subdivided into the parcels shown hereon and designates the LEGEND undersigned, certify entire amount of and assessments and payable as of
L13
S 45°00'00" E
50.00'
2016, upon all parcels of real estate described on this map are paid in full.
same as Lot Line Adjustment Map of OF IRMW Parcel 1 and Nieslanik Property in the County of Garfield, State
of Colorado and do herebyrant the easements shown hereon, each benefiting and for the purpose so FOUND #6 REBAR AND 2" ALUMINUM CAP R.F.T.A-R.O.W CAP L.S. 16401
g g p p The foregoing Certificate Dedication Ownership before this day
L14
2'08
N 89°32'08" W
9
188.13'
of and was acknowledged me of DATED this day of A.D., 2016.
designated.
L15
° "E
N
150.00'
, A.D., 2016, by Timothy M. Nieslanik and Laura Nieslanik as owners.
i FOUND #6 REBAR AND 2"ALUMINUM CAP R.F.T.A-R.O.W WITNESS CAP L.S. 16401
L16
S07°49'07"W
150.05'
EXECUTED this day of , A.D., 2016. My commission expires:
Treasurer of Garfield County
Q FOUND #5 REBAR & 14" PLASTIC CAP L.S. #28643 UNLESS OTHERWISE NOTED
Witness my hand and official seal.
CURVE TABLE
Owner: IRMW LLC (SEAL)I
CURVE
LENGTH
RADIUS
TANGENT
CHORD
BEARING
DELTA
C1
366.31'5929.65'183.21'366.25'N
82°34'15"W
3°32'22
by: DEED BETWEEN ROBERT O. SEWELL TO
MID-CONTINENT COAL & COKE CO. RECOR
ED IN BOOK 277 PAGE 175 AS
Notary
William Rice as manager & member
Public
RECEPTION No. 186245
C2
36.86'
75.00'
18.81'
36.49'
N 05°59'08" W
28°09'38"
A
EASEMENT FOR JOINT ROADWAY
CATTLE
C3
683.66'
5779.65'
342.23'
683.26'
S 84°11'23" E
6°46'39"
STATE OF COLORADO )
PURPOSES OVER AND ACROSS THE
EXCEPTS AND RESERVES AN EASEMENT
AND RIGHT-OF-WAY FROM AN EXISTING
CROSSING OVER THE
)ss
STERLY END OF A PARCEL NOT TO LOT 17 R.F.T.A PRIVATE WAY LICENSE CONTRACT No.373.80
LOT 11
RAILROAD R.O.W. ON THE EAST
LOT 12
SIDE TO A POINT TO BE DESIGNATED BY GRANTOR
ON THE WEST
LOT 15
COUNTY OF GARFIELD ) EXCE
D 35 FEET IN WIDTH AS STATED IN
DEE
BETWEEN ROGER L. NIXON & MID SECTION 35 BOOK 1533 PAGE 710 RECEPTION No.639704
(CANCELS SECTION 35
R.F.T.A. PRIVATE WAY LICENSE CONTRACT SECTION 35 GRANTOR ALSO EXCEPTS AND RESERVES THE RIGHT TO USE A TRACT OF LAND N
T EXCEEDING 1 ACRE IN THE S ION 36 I LOT 16
& SUPERCEDES CONTRACT #25860)
SOUTHWEST CORNER OF THE TRACT CONVEYED
CONTINENT
COAL & COKE COMPANY
No.374.20 BOOK 1533 PAGE 696
SECTION 36
The foregoing Certificate of Dedication and Ownership was acknowledged before me this day of RE
ORDED IN BOOK 383 PAGE 558 AS
RECEPTION No.639703 (CANCELS &
A.D., 2016, by William Rice as manager and member of IRMW LLC.
REC"T'"
SUPERCEDES CONTRACT No.
WITH OTHER PROVISIONS P=RTAINING
TO ROADWAYS, FENCES, WATER
WATERING RIGHTS
-
SET #5 REBAR &
L 2" ALUMINUM CAP
080101-374.20 WHICH CANCELED &
LOT 13 I
My commission expires:
- - 1 S. 28643
SUPERCEDED CONTRACT #21883)
SECTION 35
NEW
FOUND #6 AR &
Witness my hand and official seal. S80°4 •' PARCEL LINE
SEE SHEET 2 I 581 363E _ �� THIS PLAT
(SEAL) _
S $Q 4,03„ _ _
N800481031, 756.341
2" ALUMINUM
R.F.T.A-R.O.W CAP
L.S. 16401 (TYP.)
FOUND #6 REBAR &
2" ALUMINUM
R.F.T.A-R.O.W
CAP
FOUND #6 REBAR &
FOUND #6 REBAR &
2" ALUMINUM
FOUND #6 REBAR & R.F.T.A-R.O.W
2" I
NotaryPublic Lz _
NIESLANIK PR PE. Y L1 C2
582.52'
`
SIT 6401 (TYP.)
2" ALUMINUM
R.F.T.A R.O.W CAP
R!F TNESS
A RIO W CAP WITNESS CAP
S. 16401 (TYP.)
'4.82' C3
-
L.S. 16401 (TYP.)
_ -
87,216 sq. ft. 2.002 acres (PRE -TR NSFEk,
- �_
_
L.S. 16401 (TYP.)
S
___
87°34'42"
E
- CENTERLINE RAIL ROAD
a
93,625 sq. ft. 2.150 acres (POST -TRANSFER) �N 80°4$'Q;.,
S 87°34'42" E
=71
RIGHT
SURVEY NOTES W 7-14.2v-,
OF WAY 22,3 97, r,
n
- °
Q
POINT OF BEGINiVJNG C
1548.97
Y _
- ---•-
Y - - 1,v
&
,.-.,
�► 1,,
I
SET #5 REBAR &
I- - - - - - - -
1) Date of Survey: September 2003.
Updated December 2011.
Updated June Jul 2016.
p y
FOUND #5 REBAR &
14" PLASTIC CAP
L.S. 15710
TRANSFER P^."i EL NJESLANIK Cl
- rrtUPERTY
TO BE SET REBAR & CAP
L.S. 28643
\ N
-
FOUND #5 REBAR
SET #5 REBAR & 660.0 WITNESS CORNER
2" ALUMINUM CAP SOUTH1/4 SECTION 35
IRMW PARCEL
2,614,439 sq. ft. 60.019 acres
L3 L4 0
1
(PRE -TRANSFER) C„
7
t? ^ �$
2" ALUMINUM CAP'
L.S. 28643
I
I
2) Date of Preparation: September 2016.
TRANSFER
LOT 19 6,473
PARCEL
sq. ft.-
CRYSTAL RIVER X66°
SUBSTATION 044��4)"
91' w�
829 PAGE 41 oz,--
z L.S. 28643
o
o
°
sq. 1(POS1Y{RANSFER)L9
2607967 ft. 59.871 acre�,
- 14
„ L10
#5 REBAR & �`' ^ L11 1
�.
°
PLASTIC CAP N 86 00 00 W
OUND #5 REBAR &
1„ BOOK
1 PLASTIC CAP
4 O' PAGE
L.S. 15710
913
35
3)Basis of Bearing:A bearingof N 89°32'08" W between the found #6 rebar with a 2" aluminum capL.S.BOOK
SECTION 35 0.149
acres J N
LOT 16
o _ -
0 - L.S_
28643 (TYP.) 444.00' 0
- - - - -COT 24- - - - - - _ _ - _ _
LOT 23
15710 monumenting the 1/4 corner of Sections 35, Township 7 South, Range 88 West of the 6th P.M.
LOT 1
- �,
_
- -
LOT 17 °;
( SECTION 35 0
_ en
.01--
I SECTION 36
and Section 2 Township 8 South, Range 88 West of the 6th P.M. toward the found #6 rebar with a 37-f"-
z
z SECTION 36
TRUE POSITION OF
=
SECTION 35
_ _ _ _ - -
FOUND #6 REBAR &
aluminum capL.S. 28643 monumentin the common corner for Sections 35 & 36 Township7 South,
g
N.W. CORNER SECTION 2
SECTION 35
I DEED BETWEEN ROBER
__ _ - - _ _ - _ _ _
O. SEWELLTO O 0
1,
3- ALUMINUM CAP
Range 88 West of the 6th P.M. and Sections 1 & 2, Township 8 South, Range 88 West of the 6th P.M., as
WITHIN AGRICULTURE
MID-CONTINENT COAL
COKE CO. RECORDED LOT 14 Q,. UIU L.S. 28643 IRMW PARCEL I I
FOUND #6 REBAR &
shown.
FIELD, NOT SUITABLE
SECT
ON 35 FOUND #5 REBAR & IN BOOK 2326 PAGE 30 AS REC #209427 SECTION 35 N N MONUMENT RECORD 1,538,266 sq. ft.
' 34' ALUMINUM CAP
4) Basis of Survey: the United States General Land Office (U.S.G.L.O.) Survey Plat accepted by the United
FOR PERMANENT
MONUMENT
N 89°32'11" W
14" PLASTIC CAP TOWNSHIP 7 SOUTH RANGE 88 WEST FILED 35.314 acres FOUND #5 REBAR
L14 L.S. #28643 (TYP. & PLASTIC CAP
L.S. 28643
MONUMENT RECORD
States Surveyor General's Office November 8, 1885, the Supplemental Diagram Claims
-. ^ -
BASIS OF BEARING SECTION 35 SECTION 36 L.S. 19598
TO BE FILED
on of as accepted.
807.78'N
_ _
1889 the of Claims as March 31, 1991 allwithin o7<4.
November 16, SupplementDiagramaccepted(3) 0
Township 7 South, Range 88 West of the 6th p.m.; The(U.S.G.L.O.) Supplemental Diagram of Claims as o LOTS
LOT4 FOUND #5 REBAR &
N �2°4
89° '2 08 W - a•
SECTION 2 SECTI FOUND #5 REBAR & y
TOWNSHIP 8 SOUTH RANGE 88 WEST �O v, v, 14" PLASTIC CAP
- - - - -
SECT ON 2 0 �,
614"
accepted on March 31, 1891, The (U.S.G.L.O.) Supplemental Diagram of Claims as accepted on January SECTION 2
PLASTIC CAP
SECTION 2
POINT OF BEGINNING IRMW PARCEL 1
FOUND #5 REBAR & r" n L.S. #28643 (TYP.)
g °'y n
82.54,
25, 1890 both within Township 8 South, Range 88 West of the 6th boundary survey map
L.S. #15710
14" PLASTIC CAP cb 5 =1
SET #5 REBAR &
p.m.a prepared
POINT
OF COMMENCEMENT TRANSFER PARCEL
by K.K.B.N.A for a portion of the Nieslanik Ranch within Section 2, Township 8, South Range 88 West of
AND NIESLANIK PROPERTY
I I L.S. #28643 (TYP.) � Z z
2" ALUMINUM CAP
the 6th P.M. dated May 16, 1980, The Railroad Right -of -Way Survey of The Carbondale Segment being a
FOUND #5 REBAR POSITION BEING A 180.00'
WITNESS CORNER TO THE NORTHWEST
FOUND #6 REBAR &
` � I 838.34' ti, h _
�' I BOOK 967
L.S. 28643
4
portion of The Former Denver &Rio Grande Railroad -Aspen Branchpreformed byFarnsworth Groupfor
CORNER OF SECTION 2, CONSISTENT
2" ALUMINUM CAP L.S. 15710 - \ -
'27'01" J
N 8W PAGE 777
�-
The Roaring Fork Transit Authority dated December 28, 2007, various documents of record and the
survey monuments found in places shown.
5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or
easements of record. For all information regarding easements, rights of wayand/or title of record, SE I
relied upon the above said information describedgn note 4 and the title commitment prepared byLand
pp p
WITH SURVEY PREFORMED BY KKBNA FOR
A PORTION OF THE NIESLANIK RANCH
ESTABLISHING THE WESTERLY BOUNDARY
OF SECTION 2, DATED MAY 16 1980 &
MONUMENT RECORD FILED
HUGH M. PORTERFIELD L.S. 16142
MONUMENT RECORD FILED
AUGUST 23, 2001
BY KENNETH R. WILSON
L.S. 15710
_
-
BOOK 967 SET #5 REBAR & - _
PAGE 777 2" ALUMINUM CAP FOUND #5 REBAR &
L.S. 28643 1„
LOT 2 LS PLASTIC6CAP _
L.S. #28643 (TYP.)
Title Company order number ABS63010692, effective date April 27, 2016.
ON BEHALF OF KKBNA JUNE 27, 1980,
SECTION 2 I LOT 1 I LOT 4 I LOT 3
UPGRADED MONUMENT POSITION WITH
SECTION 1 SECTION 1
SECTION 2
6) The linear unit used in the preparation of this map is the U.S. survey foot as defined by the United States
I I
Department of Commerce, National Institute of Standards and Technology. FOUND STONE MONUMENT SET #6 REBAR & 34' ALUMINUM
LOT 3
FOR S.W. CORNER SECTION 2 WITNESS CAP L.S. 28643
MONUMENT RECORD FILED MONUMENT RECORD FILED
SECTION 2 SURVEYOR'S CERTIFICATE CLERK AND RECORDER'S CERTIFICATE
7) The Property description included in the Nieslanik Title Commitment contains closure errors which have FEBRUARY 11, 2011
been corrected in the descriptions prepared for this map. MARKS. BECKLER L.S. 28643
I, Mark S. Beckley, do hereby certify that I am a Professional Land Surveyor licensed under the This map was filed for record in the Office of the Clerk and Recorder of Garfield County at
laws of the State of Colorado, that this Plat is a true, correct and complete Lot Line Adjustment o'clock on the day of , A.D. 2016, and is
_.M.,
GRAPHIC SCALE Map of IRMW 1 Parcel & Nieslanik Property as laid out, platted, dedicated and shown hereon; duly recorded in Book , Page , as Reception No. .
PLAT NOTES: that such map was made from an accurate survey of said property by me or under my
300
0 150 300
600 1200
supervision, and correctly shows the location and dimensions of the lots, easements and Attest:
final
1) Lot line adjustment approved by this plat does not create a separate parcel and the hatched property
(sheet 2 hereof) hereby transferred to Nieslanik shall merge with the Nieslanik Parcel.
streets of said amended map as the same are staked upon the ground in compliance with
applicable regulations governing the subdivision of land.
2) The use and maintenance of the 60 foot wide access easement created by this plat for the benefit of the
(IN FEET)
Clerk and Recorder
In witness whereof, I have set my hand and seal this day of , A.D., 2016.
IRMV Parcel 1 and the Nieslanik Property shall be the subject of a separate agreement between the 1 inch =300 ft. By:
property owners which shall be recorded in the records of Garfield County.
FARNSWORTH RAILROAD R.O.W. MAP GENERAL NOTE SOP R
I S ENGINEERING LLC Mark S. Beckler, P.L.S. #28643
The is based the the 36 inch This is 0.85 feet
-
right of way shown on centerline of original gage railroad.
different from the centerline of the current 56.5 inch gage railroad track. The railroad was constructed CIVIL CONSULTANTS
as a 36 inch gage railroad as noted on construction documents of the Denver and Rio Grande Railroad 502 MAIN STREET SUITE A3
on file at the Colorado Railroad Museum in Golden, Colorado. Additionally photo documentation of the ,
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL 36 inch gage exists in the files of the Denver Public Library, Western History Collection. The railroad was CARBON DALE, COLORADO 81623
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION converted to 56.5 inch gage (standard gage) in a betterment program in 1890.
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN (970) 704-0311 SOPRISENG@SOPRISENG.COM
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. sb RAB 2016-10-27 M:\3100dwgs\11174\PLAT\11174-IRMW Nieslanik Lot Line Adj (2016).DWG
LOT
IRMW PARCEL
LINE ADJUSTMENT MAP OF:
I & NIESLANIK PROPER
GRAPHIC
o iso 300
SCALE
600 1200
_
Line Adj (2016).DWG
Y
A parcel of land situated in Lots 11,12,14,15,16
Township 8 South,
\
\
- - - AN EASEMENT FOR JOINT ROADWAY \
. ' ' •SES OVER AND ACROSS T''E
- _ WESTERLY EN o - ' • A :CEL NO\T• �\
EXCEED 35 FEET IN WI • -
STATED IN DEED BETWEEN ROGER L
% NIXON & MID CONTINENT COAL &
COKE COMPANY RECORDED IN BOOK \
383 PAGE 558 AS RECEPTION `� R.F.T.A PRIVATE WAY LICENS
ACCESS EASEMENT 20' WIDE - No. 237727 \� \ CONTRACT No.373.80 BOOK 1533
BOOK 905 PAGE 347 REC #464338 _ ` PAGE 710 RECEPTION No.639704
\ (CANCELS & SUPERCEDES
o S 80,8 ALU FOUND #S REBgR - _CONTRACT #25860)
2
w03 E 580.36' MINUM CAP L.S. 28643 i� -
J TO BE SET REBAR &
m NIESLANIK PROPERTY (PRE -ADJUSTMENT) 28643
o BOOK 1766 TRANSFER TO 25•,6,
PAGE 418 NIESLANIK PROPERTY �
REC #691014 6,473 sq. ft. / ��
0.149 acres I 1
87,216 sq. ft. 2.002 acres (PRE -TRANSFER) w ..
93,625 sq. ft. 2.151 acres (POST -TRANSFER) z o �� I
> o CENTERLINE OF 60'WIDE UTE
(RECEIVING PARCEL) 0 ®� "' J ELECTRIC LINE ROADWAY ACCESS
j "� °, m EASEMENT REC #304903
m o I CENTERLINE OF 60' WIDE ACCESS
o EASEMENT BENEFITING THE
& 17
Range 88 West of the
SHEET 2 OF 2
of Section 35, Lots 1 & 2 of Section
6th Principal Meridian,
AREA TABLE
2,
2,614,439 SQ.FT. 60.019 ACRES
-6,473 SQ.FT. -0.149 ACRES
LOT 17
CENTERLINE
�‘
�\
IRMW PARCEL 1 (PRE)
TRANSFER PARCEL
IRMW PARCEL 1 (POST)
NIESLANIK PROPERTY (PRE)
TRANSFER PARCEL
2,607,967 SQ.FT. 59.871 ACRES
87,216 SQ.FT. 2.002 ACRES
+6,473 SQ.FT. +0.149 ACRES
NIESLANIK PROPERTY (POST)
RAIL ROAD RIG HT OF Wqy
_
580°48,03
644.48, "E 781.%,
\
��
\�IRMW PARCEL 1
2,0749679sq ftt 590871 acress(POSTTTRANSSFER)
PARCEL)//MOUNTAIN
\//FOUND
PERPETUAL EASEMENT
FOR TRANSMISSION OF ELECTRICAL
& COMMUNICATION LINES
ABANDONED BY CONDITIONS
\` IN RECORD GRANTING
\ DOCUMENT (REC #330242)
569.50
N80°48,0,3,tW
779.03'
CRYSTAL RIVER SUBSTATION
BOOK 829 PAGE 41
93,689
RIGHT-OF-WAY
5.0' EACH
(SUBJECT
SQ.FT. 2.151 ACRES
300
_ _
_
TO B
CAP L.S 2864ET �AR &
/ 111.86'1
STATES TELEPHONE & //
TELEGRAPH CO.
EASEMENT/,#5
SIDE OF CENTERLINE/1
TO CONDITIONS)/r>�L
REC #358705// /tiOF
/
/
/ /
N
/ y
// /�N
/ /
/
,/ gPTO BES ET REBAR &
/ 28643
144.71'
-.
TRANSFER PARCEL (PER THIS PLAT)
SECTION 35
_
‘
\
`
IRMW V
`‘
PLAT
\��
\(FATHERING
`
\`
\\
- \
\
(IN FEET)
1 inch =300 ft.
_
FOUND __PROPERTY
R
#6`•.
R.F.TA-ROWB AP& S 1640MINUM
(TYP.)�',c72.94"
deed October 30, 2003 as Reception No. 639700 of the Garfield County,
Range 88 West of the 6th Principal Meridian and is more particularly described
2" aluminum cap L.S. #15710 properly marked and found in place; thence
of the southerly Right -of -Way of the Denver & Rio Grande Railroad -Aspen
performed by Farnsworth Group for the Roaring Fork Transit Authority the TRUE
to said southerlyRight-of-WayN.80°48'03"W., a distance of 64.82
347 of the records of the Clerk and Recorder of Garfield County, Colorado; thence
a distance of 150.03 feet to a point on the said southerly Right -of -Way of the
5.80°48 03 E., a distance of 25.56 feet to a point on the Centerline of a 60 wide
thence leaving said Right -of -Way along said access easement centerline the
and a central angle of 28°11'06", chord bears S.05°58'24"E., a distance of
sb RAB 2016-10-27 M:\3100dwgs\11174\PLAT\11174-IRMW Nieslanik Lot
PARCEL 1 AND THE NIESLANIK
N 80°48'03 ' IA/ 5g2 52 j o :061SHOWN ON THIS
S20°03'57"E
rL=36.86' A=28°09'38"
^z'R=75.00' CD=N05°59'08"W
REBgR g� �'d;T=18.81 C=36.49
1�4 PLASTIC CAP
5. 15710 POINT
BEGINN
TO BESET REBAR & Z 6640,¢
L.S. 28643 •91� -'w
TSV \
IRMW PARCEL 1 (PER THIS PLAT)
7 South, Range 88 West of the
monumented by a #6 rebar and 2"
a point being 150.00 feet southerly
Segment Railroad Right -of
thence along a boundary being 150.00
continuing along said boundary
417 as Reception No. 691014 of the
of said tract of land N.08°55 22
thence along said Right -of -Way
feet to a point on the Centerline
Right -of -Way along said access easement
the right having a radius of 75.00 feet
more or less.
positioned to conform with the bearing
Righ-of-Way Map general note on
SO
POINT
S
FOUND
MONUMENT
I BY
II
6th Principal
aluminum
of the
-Way Survey
feet
N.80°48'03"W.,
records
E., a distance
5.80°48'03"E.,
of a 60'
centerline
and
basis
sheet hereof)
P R
OF COMMENCEMENT
1/4 CORNER SECTION 35
#6 REBAR & 2" ALUMINUM CAP L.S. 15710
RECORD FILED AUGUST 23, 2001
KENNETH R. WILSON L.S. 15710
Meridian being more particularly described as follows:
cap L.S. #15710 properly marked and found in place; thence
southerly Right -of -Way of the Denver & Rio Grande
performed by Farnsworth Group for the Roaring Fork Transit
southerly and parallel to said southerly Right -of -Way
a distance of 582.52 feet to the Southwest corner of a
of the Clerk and Recorder of Garfield County, Colorado; thence
of 150.00 feet to a point on said southerly Right -of -Way of
a distance of 580.36 feet; thence continuing along said
wide Ute Electric Line roadway access easement recorded as
the following three (3) courses:
a central angle of 28°11'06", chord bears S.05°58'24"E., a distance
referenced in survey note 3 and the Farnsworth Railroad
I S ENGINEERING - LLC
A parcel of land situated in Lots 11,12,14,15,16 & 17 of Section 35, Township 7 South, Range 88 West of the 6th Principal Meridian and Lots 1 & 2 of
Section 2, Township 8 South, Range 88 West of the 6th Principal Meridian, Garfield County, Colorado. Said parcel of land being more particularly
described as follows:
Beginning at the 51/4 Corner of Section 35 monumented by a #6 rebar and 2" aluminum cap L.S. #15710 properly marked and found in place; thence along
the southerly boundary of said Section 35, N.89°32'11"W., a distance of 807.78 feet to the easterly boundary of a parcel of land described in Book 829 at NIESLANIK PROPERTY (PER THIS PLAT)
Page 41 of the Garfield County records; thence leaving said southerly boundary of Section 35 along the easterly boundary of said parcel of land described
in Book 829 at Page 41 N.00°24'56"W., a distance of 642.65 feet to a point being 150.00 feet southerly of the southerly Right -of -Way of the Denver & Rio A parcel of land situate in Section 35, Township
Grande Railroad -Aspen Branch as defined on the Carbondale Segment Railroad Right -of -Way Survey performed by Farnsworth Group for the Roaring
Fork Transit Authority; thence leaving said easterly boundary of said parcel described in Book 829 at Page 41 and along a boundary being 150.00 feet Commencing at the S% Corner of Section 35
southerly and parallel to said southerly Right -of -Way 366.31 feet along a non -tangent curve to the right, having a radius of 5,929.65 feet, a central angle N.66°40'47"W., a distance of 2047.91 feet to
of 03°32'22" and a chord which bears N.82°34'15"W., 366.25 feet; thence continuing along said boundary being 150.00 feet southerly and parallel to said Railroad -Aspen Branch as defined on the Carbondale
southerly Right -of -Way N.80°48'03"W., a distance of 714.21 feet; thence leaving said boundary being 150.00 feet southerly and parallel to said southerly Authority the TRUE POINT OF BEGINNING;
Right -of -Way and along the Centerline of a 60' wide Ute Electric Line roadway access easement recorded as Reception No. 304903; thence along said N.80°48'03"W., a distance of 64.82 feet; thence
access easement centerline the following three (3) courses: tract of land described in Book 1766 at page
leaving said boundary and along the West line
1) 36.89 feet along the arc of a curve to the right having a radius of 75.00 feet and a central angle of 28°11'06", chord bears N.05°58'24"W., a the Denver & Rio Grande Railroad -Aspen Branch;
distance of 36.52 feet; Right -of -Way S.80°48'03"E., a distance of 25.56
2) N.20°03'57"W., a distance of 27.94 feet; Reception No. 304903; thence leaving said
3) N.02°37'32"W., a distance of 92.34 feet, to a point on the said southerly Right -of -Way of said Denver & Rio Grande Railroad -Aspen Branch.
1) 5.02°37 32 E., a distance of 92.34 feet;
thence leaving said access easement and along said southerly Right -of -Way S.80°48'03"E., a distance of 756.34 feet; thence continuing along said 2) S.20°03'57"E., a distance of 27.94 feet;
southerly Right -of -Way 683.66 feet along the arc of a curve to the left, having a radius of 5779.65 feet, a central angle of 06°46'39", and a chord which 3) 36.89 feet along the arc of a curve to
bears S 84°11'23" E, a distance of 683.26 feet; thence continuing along said southerly Right -of -Way S.87°34'42"E. a distance of 1,548.97 feet; thence of 36.52 feet to the POINT OF BEGINNING.
leaving said southerly Right -of -Way 5.44°55'59"E., a distance of 54.45 feet; thence 5.77°00'00"E., a distance of 190.00 feet; thence 5.70°00'00"E., a
distance of 75.00 feet; thence S.15°15'00"W., a distance of 75.00 feet; thence S.72°30'00"E., a distance of 125.00 feet; thence S.76°25'00"E., a distance Containing 93,689 square feet or 2.151 acres,
of 100.00 feet; thence 5.78°00'00"E., a distance of 100.00 feet; thence 5.83°30'00"E., a distance of 130.00 feet; thence 5.78°00'00"E., a distance of 150.00
feet; thence S.90°00'00"E., a distance of 60.00 feet; thence S.45°00'00"E., a distance of 50.00 feet; thence S.86°00'00"E., a distance of 444.00 feet; County of Garfield
thence S.38°15'00"W., a distance of 830.00 feet to a point on the northerly boundary of that parcel of land described in Book 967 at Page 777 of the State of Colorado
Garfield County records; thence along said northerly boundary of that parcel of land described in Book 967 at Page 777 the following two (2) courses:
The above description has been rotated and
1) N.88°27'01"W., a distance of 838.34 feet; Right -of -Way Map (See Farnsworth Railroad
2) N.72°46 14 W., a distance of 982.54 feet; to the southerly boundary line of said Section 35;
thence along the southerly line of said Section 35 N.89°32'08"W., a distance of 188.13 feet; to the point of beginning.
Said parcel of land containing 2,607,967 square feet or 59.871 acres, more or less.
COUNTY OF GARFIELD
STATE OF COLORADO
NOTACCORDING TDEFECT LAW YOU MUST TCOMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER 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 CERTIFICATION SHOWN HEREON.
A Parcel of Land being a portion of IRMW, LLC Parcel according to the recorded
Colorado records; said Parcel situate in Lot 17 of Section 35, Township 7 South,
as follows:
Commencing at the SY4 Corner of Section 35 monumented by a #6 rebar and
N.66°40'47"W., a distance of 2047.91 feet to a point being 150.00 feet southerly
Branch as defined on the Carbondale Segment Railroad Right -of -Way Survey
POINT OF BEGINNING; thence alonga boundarybeing150.00 feet southerlyandparallel
feet to the Southeast corner of a tract of land described in Book 905 at page
leaving said boundary and along the East line of said tract of land N.08°06'01"E.,
Denver & Rio Grande Railroad Aspen Branch; thence along said Right -of -Way
Ute Electric Line roadway access easement recorded as Reception No. 304903;
following three (3) courses:
1) 5.02°37'32"E., a distance of 92.34 feet;
2) S.20°03'57"E., a distance of 27.94 feet;
3) 36.89 feet along the arc of a curve to the right having a radius of 75.00 feet
36.52 feet to the POINT OF BEGINNING.
Containing 6,473 square feet or 0.149 acres, more or less.
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBON DALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
GRAPHIC SCALE
50 0 25 50 100 200
(IN FEET)
1. inch = 50 ft.
SKETCH PLAN OF:
IRMW PARCEL
RFIELD COUN ROAD #100
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER 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 CERTIFICATION SHOWN HEREON.
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
VICINITY MAP
SCALE: 1" = 2000'
RAB sb 05-15-12 11174 IRMW-II-BDRY_SURVEY.dwg