HomeMy WebLinkAbout3.0 Technical DocumentsSection 3
Minor Subdivision Plat & Technical Documents
Minor Subdivision Plat — IRMW LLC Parcel 1 (Draft)
Existing Conditions/Topographical Map
Slope Analysis
Draft Boundary Line Adjustment Plat
IRMW Minor Subdivision 1
IRMW Minor Subdivision
2
MINOR 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 1
County, describes as follows:
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IRMW Parcel 1 PROPERTY DESCRIPTION
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:
Cal•bondt�le
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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
1, 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, upon all parcels of real estate described on this Plat are paid in full.
land being described
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Princi al Meridian, Garfield County, Colorado. Said parcel of more articular) as 1 Date of Survey: September 2003.
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follows: Updated December 2011.
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DATED this dayof 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.
N.89°32'11"W. a distance of 807.78 feet to the easterlyboundaryof a parcel of land described in Book 829 Treasurer of Garfield County
at Page 41 of the Garfield Countyrecords; thence leavingsaid southerlyboundaryof Section 35 alongthe 3) Basis of Bearing:A bearingof N 89°32'08" W between the found #6 rebar with a 2" aluminum capL.S.
15710 monumentingthe 1 4 corner of Sections 35, Township7 South, Range 88 West of the 6th P.M.
easterlyboundaryof said parcel of land described in Book 829 at Page 41 N.00°24 56 W., a distance of /g
and Section 2 Township 8 South, Range 88 West of the 6th P.M. toward the found #6 rebar with a 3'a" TITLE CERTIFICATE BOARD OF COUNTY COMMISSIONERS CERTIFICATE
642.65 feet to being 150.00 feet the Right-of-Way the Denver &Rio p g
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a point southerly of southerly 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 b a title insurance company, do hereby certify that 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 Y p Y. Y Y Based u on the review and recommendation of the Garfield Count Director of Community Development, ment, the Board of
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performed by Farnsworth Group for the Roaring Fork Transit Authority; thence leaving said easterly P Y Y 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 CountyCommissioners of Garfield County,Colorado, approves this Minor Subdivision Parcel Plat this of
boundary of said parcel described in Book 829 at Page 41 and along a boundary being 150.00 feet southerlyhereby- day
of all liens and encumbrances (including mortgages, deeds of trust, judgments, easements, contracts and agreements of A.D., 2016, for filin with the Clerk and Recorder of Garfield Count and for conveyance ante to the Count
and parallel to said southerly Right-of-Way 366.31 feet along a non tangent curve to the right, having a g Y Y Y
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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 4) Basis of Survey: the United States General Land Office (U.S.G.L.O.) Survey Plat accepted by the United record affecting the real property in this Plat) except as follows: of the public dedications shown hereon, subject to the provisions that approval in no way obligates Garfield County for
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g States Surveyor General's Office on November 8 1885, the Supplemental Diagram of Claims asimprovements
Y pp g the financing im lands, hi hwa dedicated to the
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or construction of rovements on public roads, s or easements public,
thence continuing along said boundary being 150.00 feet southerly and parallel to said southerly g p p g Y p
accepted November 16, 1889, the Supplement Diagram of Claims as accepted March 31, 1991 all (3)
Right-of-Way N.80°48'03"W., a distance of 714.21 feet; thence leaving said boundary being 150.00 feetexcept as specifically agreed to by the Board of County Commissioners by separate 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 S.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
distance feet; distance feet;
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.
AN EASEMENT FOR JOINT ROADWAY PURPOSES
PURPOSES OVER AND ACROSS THE
County clerk
DEED BETWEEN ROBERT O. SEWELL TO
EXCEPTS AND RESERVES AN EASEMENT
MID-CONTINENT COAL & COKE CO. RECOR
RECEPTION No. 186245
AND RIGHT-OF-WAY FROM AN EXISTING
IRMW PARCELS 1A & 1B 2,607,966 SQ.FT. 59.870 ACRES
ED IN BOOK 277 PAGE 175 AS
CATTLE CROSSING OVER THE
S.90°00'00"E., a of 60.00 thence S.45°00'00"E., a of 50.00 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
WESTERLY END OF A PARCEL NOT TO
EXCEED 35 FEET IN WIDTH AS STATED 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
boundary of that parcel of land described in Book 967 at Page 777 of the Garfield County records; thence
IN DEED BETWEEN ROGER L. NIXON & 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 RESEf�VES THE RIGHT TO USE A TRACT OF LAND N
T EXCEEDING 1 ACRE IN THE S ION 36 1 LOT 16
along said northerly boundary of that parcel of land described in Book 967 at Page 777 the following two (2)
MID CONIIINT COAL & COKE & UPERCEDES CONTRACT #25860)
SOUTHWEST CORNER OF THE TRACT CONVEYED
courses:
COMPANY REDED IN BOOK 383
No.374.20 BOOK 1533 PAGE 696
SECTION 36
RECEPTION No.639703 (CANCELS &
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; -
PAGE 558 AS RCTION No. 237727
SET #5 REBAR &
2" ALUMINUM CAPSUPERCEDED
SUPERCEDES CONTRACT No.
080101-374.20 WHICH CANCELED &
WITH OTHER PROVISIONS P=RTAINING
TO ROADWAYS, FENCES, WATER
LOT 13 I
WATERING RIGHTS
,�
L.S. 28643
FOUND #6 REBAR &
CONTRACT #21883)_
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
_ ''
THYS 80°48' s
LAU 03-
ANIK P RA L2 FO 756 34'
ROPERTY 1 FOUND #5 REBAR & -
C2 14" PLASTIC CAP �` C-
L1 L.S, 15710
2" ALUMINUM
R.F.T.A-R.O.W CAP
L.S. 16401 (TYP.)
��
- _ -----_
FOUND #6 REBAR &
2" ALUMINUM2"
R.F.T.A-R.O.WIVI.&
WITNESS CAP
L.S. 16401 (TYP.)
FOUND #6 REBAR &FOUND
2" ALUMINUM
R.F.T.A R.O.W CAP
L.S. 16401 (TYP.)
FOUND #6 REBAR &
ALUMINUM
#6 REBAR & R.F.T.A R.O.W
2" ALUMINUM WITNESS CAP
R.F.T.A R.O.W CAP S. 16401 (TYP.)
L.S. 16401 (TYP.) ._
TIMOTHY M. NIESLANIK
_
.. _
STATE OF COLORADO
NEW PARCEL
N 80048,031,
S
87°34'42"
_
- CENTERLINE RAIL
_
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PROPERTY
°
S 87 34
W LINE THIS PLAT
42 E
��
RIGHT OF WAY _
714.21
22.3 97' r
THAT SAID OWNER HAS CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS MINOR
---___
1548.97' -.
--------------------------
- -
` t,
SET #5 REBAR &
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
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FOUND #5 REBAR
SET #5 REBAR & 660.0 WITNESS CORNER
IL L3 L4
4°
IRMW PARCEL 1 (�
,7
2" ALUMINUM CAP 1
L.S. 28643
1
'
DAY OF , A.D. 2016
SECTION 35
2" ALUMINUM CAP SOUTH1/41
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Owner: IRMW LLC
LOT 19
CRYSTAL RIVER
SUBSTATION
BOOK 829 PAGE 41
z L.S. 28643
o
2,607,967 sq. ft.
rn 59.871 acres
rn
`
` ` 14'
��_
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L1 ..1
#5 REBAR &
PLASTIC CAP `' •. N 86°00'00" W
OUND #5 REBAR & 1
11i PLASTIC CAP POUGE
L.S. 15710
935
SECTION 35
4.
IV
N LOT 16
4,
.
- L.S.
28643 (TYP.) 444.00' 0
----- -----
- - - - Lart 24
LOT 23
o LOT 1� '
-
_ _
LOT 17
SECTION 35
_
' SECTION 36
William Rice as manager and member
uO1,
_
z
z SECTION 36
TRUE POSITION OF
=
SECTION 35
_ - _ _ _ _
FOUND #6 REBAR &
N.W. CORNER SECTION 2LOT
SECTION 35
1 DEED BETWEEN ROBER
__ - - - - - -
O. SEWELL TO - - - - 00 0
O
334' ALUMINUM CAP
STATE OF COLORADO )
WITHIN AGRICULTURE
MID-CONTINENT COAL
14 O' F- 1 IRMW PARCEL II
COKE CO. RECORDED U U L.S. 28643
FOUND #6 REBAR &
)SS
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.
' 314' ALUMINUM CAP
COUNTY OF GARFIELD )
FOR PERMANENT
MONUMENT
N 89°32111" W
14" PLASTIC CAP TOWNSHIP 7 SOUTH RANGE 88 WEST FILED 35.314 acres FOUND #5 REBAR
L14 f L.S. #28643 (TYP. & PLASTIC CAP
BASIS OF BEARING
L.S. 28643
MONUMENT RECORD
_ _
_ SECTION 35 SECTION 36 L.S. 19598
TO BE FILED
807.78' '
.
- - -
The foregoing Certificate of Dedication and Ownership was acknowledged before me this day of
oo
o
N 89°'2'08" W k. SECTION 2 SECTIO FOUND #5 REBAR & - Ohi
-
A.D., 2016,by William Rice as manager and member of IRMW LLC
b LOTS
LOT4 FOUND #5 REBAR &
N �2° l TOWNSHIP 8 SOUTH RANGE 88 WEST 0O v, 14" PLASTIC CAP
SECT
m
ON 2 4614„ �' 0 C.)
SECTION 2
PLASTIC CAP
POINT OF BEGINNING
FOUND #5 REBAR & "n L.S. #28643 (TYP.)
My
SECTION 2
L.S. #15710
1 FOUND #6 REBAR &
982.54, °ti n1 --1
z.$4, 14 PLASTIC CAP �b -
' SET #5 REBAR &
commission expires:
-
Witness my hand and official seal.
FOUND #5 REBAR POSITION BEING A 180.00'
2" ALUMINUM CAP L.S. 15710 L.S. #28643 (TYP.) o
MONUMENT RECORD FILED 1 z Z - - _ -�
2" ALUMINUM CAP
L.S. 28643
WITNESS CORNER TO THE NORTHWEST
{ 838.34' N h
AUGUST 23, 2001 1 BOOK 967
CORNER OF SECTION 2, CONSISTENT
° 0 •
BY KENNETH R. WILSON N 8 27 01 WO /
PAGE 777
(SEAL)
WITH SURVEY PREFORMED BY KKBNA FOR
A PORTION OF THE NIESLANIK RANCH
L.S. 15710 -- __ \
-
Notary Public
ESTABLISHING THE WESTERLY BOUNDARY
OF SECTION 2, DATED MAY 16 1980 & I
MONUMENT RECORD FILED
HUGH M. PORTERFIELD L.S. 16142
BOOK 967 SET #5 REBAR & - - B
PAGE 777 L.S.LUMINUM CAP FOUND #5 REBAR &
L.28643 14" PLASTIC CAP
1 LOT 2 L.S. #28643 (TYP.)
ON BEHALF OF KKBNA JUNE 27, 1980,
SECTION 2 1 1 LOT 4 1 LOT 3
LOT 1
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 ACCESS MONUMENT RECORD FILED MONUMENT RECORD FILED
SECTION 2
EASEMENT FEBRUARY 11, 2011
20'WIDE BOOK 905 MARKS. BECKLER L.S. 28643
The right of way shown is based on the centerline of the original 36 PAGE 347
inch gage railroad. This is 0.85 feet different from the centerline of REC #464338
1
GRAPHIC SCALE
!,
the current 56.5 inch gage railroad track. The railroad was 300
0 150 300
600 1200
LINE TABLE
CURVE TABLE
constructed as a 36 inch gage railroad as noted on construction �COLORADp_UTE ELECT
'
documents of the Denver and Rio Grande Railroad on file at the COADWAYACCESS
RICgSSOCIgTIp
LINE
BEARING
LENGTH
CURVE
LENGTH
RADIUS
TANGENT
CHORD
BEARING
DELTA
COUNTY SURVEYORS CERTIFICATE
EqS
Colorado Railroad Museum in Golden, Colorado. Additionally photo NTINENTCpAL EMENTFRp N, INC
I N 800K COKE (IN FEET)
L1
N 20°03'57" W
27.94'
C1
366.31'
5929.65'
183.21'
366.25'
N 82°34'15" W
3°32'22"
550 PgGEAND
documentation of the 36 inch gage exists in the files of the Denver _ CO AS pMID
Public Library, Western History Collection. The railroad was converted - ` 454 AS REC ESCRIgEp LOT 17 1 inch =300 ft.
L2
N 02°37 32 W
��drafting,
92.32'C2
36.86'75.00'18.81'36.49'N
05°59 08 W
28°09'38"Approved
for content and form only and not the accuracy of surveys, calculations or
Pursuant to C.R.S.§38-51-101 and 102, et seq,
#3p
' 4803
SET SECTION 35
to 56.5 inch gage (standard gage) in a betterment program in 1890. ALUMINU #5 REBAR
L3
S 44°55'59" E
54.45'
C3
683.66'
5779.65'
342.23'
683.26'
S 84°11'23" E
6°46'39"
& 2
I14 CAP L.S. 28643
CENTERLINERq��ROgpRIGNT�F
L4
S 77°00'00" E
190.00'
'
L5
DATED this day of A.D., 2016.
5'UTILITY EASEMENT
S 70°00'00" E
75.00'SURVEYOR'S
CERTIFICATE
PER THIS PLAT
L6
S 15°15'00" W
75.00'
TIMOTHY M. & , L2I� -_ 10' SETBACK - O
L7
S 72°30'00" E
125.00'
I, Mark S. Beckler, do hereby certify that I am a Professional Land Surveyor licensed under the laws Garfield County Surveyor
LAURA ' ' ` - S80°48'03 -
NIESLANIK 756 SET REBAR
L8
S 76°25'00" E
100.00'
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, dedicated and shown hereon; that such Plat was made from an accurate survey of said by me or
_
- ' r 30' SETBACK ' �� 34' &CAP L.S.LS28643
PROPERTY
L9
„
S 78°00'00" E
100.00'under
platted, property
my supervision, and correctly shows the location and dimensions of the lots, easements and streets of said
. _
' % IRMW PARCEL 1B �_ _
PERPETUAL
--0F
L10
S 83°30'00" E
130.00'
amended final plat as the same are staked upon the ground in compliance with applicable regulations governing the CLERK AND RECORDER'S CERTIFICATE
EASE 7:.
L1 91,354 sq. ft.
FOR T
rm.:: I \
L11
S 78°00'00" E
150.00'
subdivision of land.
:s 2.097 acres ` ` & CO IVI mu-NiOF i `') 111.86' ��
FOUND CT
L12
S 90°00'00" E
60.00'
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. the day A.D. 2016,
C2 \ RICgL / �M
#5 REBAR ABgNDp LINES
PLASTIC 8` 1 1/4" e _
IN y NEW
BY CONDITIONS
L13
S 45°00'00" E
50.00'
, o'clock .M. on of and
is duly recorded in Book Page as Reception No.
CAP L.S. 15710�\ RECORD G / / PARCEL LI NE
THIS
L14
N 89°32'08" W
188.13'
PLAT
DOCUMENT
Mark S. Beckler, P.L.S. #28643
AN EASEMENT FOR JOINT ROADWAY g69. j, NT (REC/ i (O
PURPOSES OVER AND ACROSS THE 10' SETBACK y #330242) N IRMW PARCEL 1A Attest:
N80°48,030I/y -755' SETBACK i � ,�M 2,516,612 sq. ft.
WESTERLY END OF A PARCEL NOT TO 714.21' r\, 57.773 acres
EXCEED 35 FEET IN WIDTH AS STATED IN ...i
DEED BETWEEN ROGER L. NIXON & MID SE7 REB :: 144.71, S O P R
CRYSTAL RIVER SUBSTATION AR & CAP L.S.
CONTINENT COAL & COKE COMPANY
Clerk and Recorder
I S ENGINEERING - LLC
BOOK 829 PAGE 41 _
28643 10' -. CIVIL CONSULTANTS By:
RECORDED IN BOOK 383 PAGE AS TELEPHONE & TELEGRgp N STATES
RECEPTION No. 237727
ROW EASEMENT H CO. 502 MAIN STREET SUITE A3
YEARANY S
ACTION BASED UPON ANY DEFECT NOTICE: ACCORDING TO DIN HIS SOURVEY WITHU MUST IN COMMENCEDETAIL CONDITIONS Bp0(SUBIECT TO CARBON DALE COLORADO 81623
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION SCALE: 1" = 100' gg4 REC #338705 K 620 PAGE
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
IRMW Minor Subdivision
2
IRMW Minor Subdivision
3
EXISTING CONDITIONS/TOPOGRAPHICAL MAP OF:
III
MID....coN
INEN
RESOURCES PROPER
Y
A PARCEL OF LAND SITUATED IN SECTION 35, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6th P.M.
COUNTY OF PITKI N, STATC ORADO
SHEET 1 OF 1
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NOTES �,e ti
,�
1) Date of Survey: September 2003. %
Updated December 2011. CC_/'
235
Updated June 2016.
-July �M,
�MIN/
MM=
2) Date Preparation: July August 2016. i
of ��,
3) Basis of Survey: the United States General Land Office (U.S.G.L.O.) Survey Plat accepted by the United • •
States Surveyor General's Office on November 8, 1885, the Supplemental Diagram of Claims as -Miii
accepted November 16, 1889, the Supplement Diagram of Claims as accepted March 31, 1991 all (3),3 �__
within Township 7 South, Range 88 West of the 6th p.m.; The(U.S.G.L.O.) Supplemental Diagram of a�
.ara
Claims as accepted on March 31, 1891, The (U.S.G.L.O.) Supplemental Diagram of Claims as accepted on ►
—63
January 25, 1890 both within Township 8 South, Range 88 West of the 6th p.m.a boundary survey map — _ .
by K.K.B.N.A fora the Nieslanik Ranch within Section 2, Township 8, South Range 88 :�
prepared portion of
West of the 6th P.M. dated May 16, 1980, The Railroad Right -of -Way Survey of The Carbondale
Segment being a portion of The Former Denver & Rio Grande Railroad -Aspen Branch preformed by
Farnsworth Group for The Roaring Fork Transit Authority dated December 28, 2007, Parcel Plat of IRMW /—
--
LLC Property recorded the day of 20 as Reception No.
,
-_�
_
various documents of record and the survey monuments found in places shown.
,
based "D-156". • =��
4) Basis of Elevation: Project on an elevation of 6196.72' (NAND 88) on the NGS Station
This established the site benchmark elevation of 6241.1' on the found #6 Rebar & 3.25" Aluminum Cap
monumenting the point of curve on the Southerly boundary of the Denver Rio Grande Railroad
right-of-way, as 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 way and/or title of record, SE
relied upon the above said information described in note 4 and the title commitment prepared by Land
Title Company order number ABS63010692, effective date April 27, 2016.
6) The linear unit used in the preparation of this plat is the U.S. survey foot as defined by the United States
Department of Commerce, National Institute of Standards and Technology.
7) Easement for joint roadway purposes over and across Westerly end of property as reserved in Warranty
30
GRAPHIC
0 15 30
SCALE
60 120
Deed Book 326 at Page 30 not graphically shown.
8) The contour interval is one foot.
SURVEYOR'S CERTIFICATE
( IN FEET) EXISTING CONDITIONS LEGEND
ft.
1 inch = 30
POWER POLE I hereby state that this Improvement Survey Plat was prepared by Sopris
OVERHEAD UTILITIES Engineering, LLC (SE) for IRMW LLC, and that it is true and correct to the best of
GENERAL UTILITY NOTES:
1. The locations of underground utilities have been plotted based on
°u
my knowledge and belief.
utility maps, construction/design plans, other information provided by
utility companies and actual field locations in some instances. These
utilities, as shown, may not represent actual field conditions. It is the
responsibility of the contractor to contact all utility companies for field
location of utilities prior to construction. S O P R
Mark S. Beckler L.S. #28643
1 S ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
NOTICE: ACCORDING TO ANY DEFECT
COMMENCE EARSNY LEGAL CARBON DALE, COLORADO 81623
OIN T LAW YOU MEY ST WITHIN
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 11174 2016-09-27 M:\310odwgs\11174\BASE\11174-IRMW-MRI-PARCEL SLOPE ANALYSIS (2016). DWG
—
IRMW Minor Subdivision
3
32.73'
263.61'
CENTERLINE ROAD
0.424 ACRES
20.34'
Color
APPARENT BOUNDARY
30% SLOPE
SEE TABLE
Range Beg.
0.00
30.00
551.37'
LIDAR SLOPE LEGEND
Range End Percent Area (sq.ft.) Area (acr
30.00 21.9 19910.72 0.457
78.1 70872.78 1.627
GRAPHIC SCALE
60 0 30 60
( IN FEET )
1 inch = 60 ft.
373.6T
1.660 ACRES
CENTERLINE OVERHEAD ELECTRIC
00
150.00'
32.84'
IRMW Minor Subdivision 4
IRMW Minor Subdivision
5
LOT LINE ADJUSTMENT PLAT OF:
CERTIFICATE OF DEDICATION AND OWNERSHIPIRMW PARCEL
1 & NIESLANIK PROPER
Y
, ,
t.1
The undersigned IRMW LLC, being sole Owner(s) in fee simple of all that real property situated in Garfield
County, describes as follows:
/IiI
il x61es
I
ii o
-` ir` •- •- - j'
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"
The undersigned Timothy M. and Laura Nieslanik, being sole Owners in fee simple of all that real property
Lots 1 & 2 of Section 2,
I Meridian,
- I'
` `3 �•
y 1, -'
�'
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)
--
.,.�. '; ,v, I (/ •� _ rg
-1 6
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 PLAT IS TO TRANSFER
Beginning at the S1/4 Corner of Section 35 monumented by a #6 rebar and 2" aluminum cap L.S. #15710A PORTION OF IRMW PARCEL 1 TO NIESLANIK PROPERTY.
„ more particularly described as follows:
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 easterlyboundaryof aparcel 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
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 Carbondale, County of Garfield, State of Colorado bears N 87°45'26" W 2641.15 feet with all bearings
contained herein being relative to a bearing of N 89°57'00"Won the centerline of said Euclid Avenue; thence S
150.00 feet southerlyof the southerlyRight-of-Way of the Denver & Rio Grande Railroad -Aspen Branch as
, 6i�o}�
,, �1_:�-
+3'd k
',.I } C it ' .35�,
F? 1, i ', i ! ,', •l
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•1'•••i �Ca><•�K1nCI, I / ";-.'
... „ i �'�•
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.L == SITE
_ � yt
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r..:)� L=mss `=: '•,
80°46 45 E 579.55 feet along the south right of way line of the former Denver and Rio Grande Western TITLE CERTIFICATE MORTGAGEE CONSENT CERTIFICATE
defined on the Carbondale Segment Railroad Right -of -Way Survey preformed by Farnsworth Group for the
.,.)!.'_ . I----�-�
� ` ` % l ��,
_-� ,
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
•
, • );•`• . _ ,r , f
_ %� % WhY I •
- '' '`-,
t'"~'r 1, fits===_-_- ' "' = ' -- .= _-
r -'
along east of a of at of records of and I an agent authorized b a title insurance company, do hereby certify that I have examined The undersigned, being the holder of a lien on the property described hereon pursuant to a Deed of Trust
Page 41 and along a boundary being 150.00 feet southerly and to said southerly Right -of -Way 366.31 g Y p Y y y g g p p y p
y -- Y 1' -
•t trete,-;•• I ,• , • ;, h, -'-� -• " ^
parallel
„ of Garfield County, Colorado; thence N 80°46'45" W 582.43 feet; thence N 8°55 00 E 150.00 feet to the point the Title to all lands shown upon this Adjustment Plat and that Title to such lands is vested in IRMW LLC and recorded the 23rd day of February, 2016 as Reception No. 873963 in the Office of the Clerk and Recorder of
feet 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
„ of beginning, saidparcel contains 2.000 acres more or less.
chord which bears N.82°34 15 W., 366.25 feet; thence continuing along said boundary being 150.00 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 Plat, and hereby
trust, judgments, easements, contracts and agreements of record affectingthe real property in this Plat except subordinates the lien of said Deed of Trust to the matters set forth hereon.
southerly and parallel to said southerly Right -of -Way N.80°48'03"W., a distance of 779.03 feet to a point on g p p y ) p
TOGETHER 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;
- i ,
_• .° \ I Hill '---,:;"4..;
':.:.,
.: Z
\ .., .,,;. , . \ : �J , _.. ` S -' ��
' \`'' I_� % •,7 �,�
\. I c ndaln!; _ -
'� =te '' x6742 -�
-`V� .--
- -
\. __ --;_ _ _
'�'~
/�' -- .. -
.-/ , .` y .
parcel
thence AI lne Bank
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 20
�'^ '' ` I Cem -�/ r" ---
ti ;•1.,,,,,,,.I M \A -..'v _.
� .. \ �= �;
'`=-_"
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
\�,_ J 1 r
j -`. ,, I • - `i :/ ,:
+ ,. ._%i-
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
905 905 at Page 347 and along said southerly Right -of -Way 5.80°48 03 E., a distance of 781.90 feet; thence/
Beginning ata 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 • / . `
..,,.._.:e.
3 '- \ + +� �• • 1,/,'/(___ -
iBook
I -� � --
o '
continuing along said 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 bears S 84°11'23" E,a distance of 683.26 feet;south 1/4 corner of said Section 34 bears South 77°30 52 East 2004.77 feet; thence South 35°23 33 East and issued by Land Title Company ("commitment") upon satisfaction of all schedule b-1 requirements as set
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
\ `. �. c ,- 1 N_ z;�.'� , �y
N\ , x i6 28,,, - _ -,_' _ CS ----1
'-'� \ 1 _, �` ; C'`
- lg86.98
` ] - -,-
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 Plat 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. BOARD OF COUNTY COMMISSIONER'S CERTIFICATE 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 southerly boundary line of said Section 35; Owner: WITNESS MY HAND AND OFFICIAL SEAL.
L5
S 70°00'00" E
75.00'
Based upon the review and recommendation of the Garfield County Director of Community
Timothy M. Nieslanik NOTARY PUBLIC
Development, the Board of County Commissioners of Garfield County, Colorado, hereby approves this
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. Adjustment Plat this day of , A.D., 2016, for filing with the Clerk and Recorder of
L7
S 72°30'00" E
125.00'
Owner: Garfield County and for conveyance to the County of the public dedications shown hereon, subject to
L8
S 76°25'00" E
100.00'
Said parcel of land containing 60.019 acres, more or less. Laura Nieslanik the provisions that approval in no way obligates Garfield County for the financing or construction of
L9
S 78°00'00" E
100.00'
improvements on lands, public roads, highways or easements dedicated to the public, except as
COUNTY OF GARFIELD specifically agreed to by the Board of County Commissioners by separate resolution.
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 undersigned, certify entire amount of and assessments and payable as of
Chairman, Board of County Commissioners 2016, upon all parcels of real estate described on this Plat are paid in full.
L13
S 45°00'00" E
50.00'
same as Lot Line Adjustment Plat of IRMW Parcel 1 and Nieslanik Property in the County of Garfield, State of
Garfield County, Colorado
Colorado and do hereby grant the easements shown hereon, each benefiting and for the purpose so The foregoing Certificate Dedication Ownership before this day
L14
N 89°32'08" W
188.13'
of and was acknowledged me of
designated. DATED this day of A.D., 2016.
L15
N08°55'00"E
150.00'
g , A.D., 2016, by Timothy M. Nieslanik and Laura Nieslanik as owners.
Witness my hand and seal of the County of Garfield.
L16
507°49'07"W
150.05'
EXECUTED this dayof A.D. 2016. My commission expires:
Treasurer of Garfield County
Witness my hand and official seal.
ATTEST:
CURVE TABLE
Owner: IRMW LLC (SEAL) County clerk 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 0. 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 17LOT
R.F.T.A PRIVATE WAY LICENSE CONTRACT No.373.80
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
& UPERCEDES 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.
RECEPTION No. 237727
SUPERCEDES CONTRACT No.
WITH OTHER PROVISIONS P=RTAINING
TO ROADWAYS, FENCES, WATER
WATERING RIGHTS
SET#5 REBAR &
2" ALUMINUM CAP
080101-374.20 WHICH CANCELED &
LOT 13
My commission expires:
L.S. 28643
SUPERCEDED CONTRACT #21883)
SECTION 35
NEW
FOUND #6 REBAR &
Witness my hand and official seal. S80°. • pgRCEL
�� 03 E - THIS PLAT LANE
581.36, _
(SEAL) S 8- _
J N80° �! 48p3" E 756.34
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
FOUND #6 REBAR &
FOUND #6 REBAR &
2" ALUMINUM
FOUND #6 REBAR & R.F.T.A-R.O.W
ALUMINUM
L2 , _
Notary Public NIESLANIK PR PERTY 48 03��w J L1• C2
582.52, _`- _ .4.82' C3
87,216 ft. 2.002 NSFER)
�
-
-
L.S. 16401 (TYP.)2"
2" ALUMINUM
R.F.T.A-R.O.W CAP
L.S. 16401 (TYP.)
R.F.T.A R.O.W CAP WITNESS CAP
L.S. 16401 (TYP.) v�S. 16401 (TYP.) ,
-_
sq. acres (PRE -TR
'. 1
S
-
87°34'42" E - -� CENTERLINE RAIL ROAD
Ai 80
.
93,625 sq. ft. 2.150 acres (POST-TRANSFER)°48'03„
S 87°34'42" E
��
RIGHT OF WAY
I
SURVEY NOTES W 714
-
22 3.97' r
- o
►r+ .&
POINT OF BEGTNNJNG 21 �,,
1548.97'
_ _
- ---•-
_ _ - 1 v
x
,.-.
�-
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 PARCEL &�NJESLANIK C1
PROPERTY
TO BE SET REBAR & CAP
L.S. 28643 \ N
66°
-
FOUND#5 REBAR
SET #5 REBAR & 660.0 WITNESS CORNER
2" ALUMINUM CAP SOUTHI/4 SECTION 35
L3 L4 0
IRMW PARCEL 1
2,614,439 sq. ft. 60.019 acres (PRE -TRANSFER)
7
0 0 ^ L8 L9
2" ALUMINUM CAP'
L.S. 28643
I
1
DateofPreparation: September2016.
TRANSFER
LOT 19 6,473
PARCEL CRYSTAL RIVER
SUBSTATION -4j 4,',
sq. ft. 91' w�
BOOK 829 PAGE 41 (Tj
L.S. 28643
o
°
2,607,967 ft• 59.871 acre 1OStRANSFER)
sq.
14
L10
#5 REBAR & �`' ^ L11 ,�1
PLASTIC CAP -., N 86°00'00"L.S.
OUND #5 REBAR &2)
11" PLASTIC CAP BOOK
4 O' PAGE
15710
913
35
3) Basis of Bearing: A bearing of N 89°32'08" W between the found #6 rebar with a 2" aluminum cap L.S.F�
SECTION 35 0.149
acres N
LOT 16
o _
o - L.S:
�-W
28643 (TYP.) 444.00' 7
_ _ _ _ - - _
_ _ _ _
- - MT 2�
LOT 23
15710 monumenting the 1/4 corner of Sections 35, Township 7 South, Range 88 West of the 6th P.M.
LOT 11
- u,
Lo - -
LOT 17 °;
u^ SECTION 35 �_
- moa-
1 SECTION 36
and Section 2 Township 8 South, Range 88 West of the 6th P.M. toward the found #6 rebar with a 3n
--
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
1 DEED BETWEEN ROBER
-_ _ - - _ _ - _ _ _ 0
O. SEWELLTO O
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 ryjo 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.
1 34' ALUMINUM CAP
4) Basis of Survey: the United States General Land Office (U.S.G.L.0.) 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' • • •• -
_ _ _ -
November 16, 1889, the Supplement Diagram of Claims as accepted March 31, 1991 all (3) within<t.
Township 7 South, Range 88 West of the 6th p.m.; The(U.S.G.L.0.) Supplemental Diagram of Claims as
1-
o LOTS
LOT4 FOUND #5 REBAR &
N ?2°
N 89°'2'08" W SECTION 2 SECTI FOUND #5 REBAR & - a%�
1 TOWNSHIP 8 SOUTH RANGE 88 WEST if, v, 14" PLASTIC CAP �•
-- - - -
SECT ON 2 ,�O
614" 0 - ON
accepted on March 31, 1891, The (U.S.G.L.0.) Supplemental Diagram of Claims as accepted on January SECTION 2
SECTION 2 PLASTIC CAP
POINT OF BEGINNING IRMW PARCEL 1
FOUND #5 REBAR & r" n L.S. #28643 (TYP.) _
g .^, 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 1 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' N N -
�' I BOOK 967
L.S. 28643
4
portion of The Former Denver & Rio Grande Railroad -Aspen Branchpreformed byFarnsworth Groupfor
p
CORNER OF SECTION 2, CONSISTENT
2" ALUMINUM CAP L.S. 15710 - \ ° 0 -
�-N 8 27 01 W PAGE 777
The Roaring Fork Transit Authority dated December 28, 2007, Parcel Plat of IRMW LLC Property recorded
the day of , 20 as Reception No. , various documents of
WITH SURVEY PREFORMED BY KKBNA FOR
A PORTION OF THE NIESLANIK RANCH
MONUMENT RECORD FILED
AUGUST 23, 2001
- -- -
-
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 or1
easements of record. For all information regarding easements, rights of way and/or title of record, SE
ESTABLISHING THE WESTERLY BOUNDARY
OF SECTION 2, DATED MAY 16 1980 &
MONUMENT RECORD FILED
HUGH M. PORTERFIELD L.S. 16142
BY KENNETH R. WILSON
L.S. 15710
I
BOOK 967 SET #5 REBAR & _
2" ALUMINUM CAP
PAGE 777 FOUND #5 REBAR &
L.S. 28643 14" PLASTIC CAP
LOT 2 L.S. #28643 (TYP.)
relied upon the above said information described in note 4 and the title commitment prepared by Land
ON BEHALF OF KKBNA JUNE 27, 1980,
SECTION 2 I LOT 1 I LOT 4 I LOT 3
Title Company ABS63010692, date April 27, 2016.
order number effective
UPGRADED MONUMENT POSITION WITH
SECTION 1 SECTION 1
I I SECTION 2
I I
6) The linear unit used in the preparation of this plat is the U.S. survey foot as defined by the United States FOUND STONE MONUMENT SET #6 REBAR & 3 4' ALUMINUM
LOT 3
Department of Commerce, National Institute of Standards and Technology. FOR S.W. CORNER SECTION 2 WITNESS CAP L.S. 28643
MONUMENT RECORD FILED MONUMENT RECORD FILED
SECTION 2 COUNTY SURVEYORS CERTIFICATE SURVEYORS CERTIFICATE CLERK AND RECORDERS CERTIFICATE
FEBRUARY 11, 2011
7) The Property description included in the Nieslanik Title Commitment contains closure errors which have MARKS. BECKLER L.S. 28643
been corrected in the descriptions prepared for this plat.
Approved for content and form only and not the accuracy of surveys, calculations or drafting, I, Mark S. Beckley, do hereby certify that I am a Professional Land Surveyor licensed under the This plat was filed for record in the Office of the Clerk and Recorder of Garfield County at
Pursuant to C.R.S.§38-51-101 and 102, et seq, 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 Plat 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 Plat was made from an accurate survey of said property by me or under my
300 0 150 300 600 1200 DATED this day of , A.D., 2016. 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 plat 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)
Garfield County Surveyor 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 SO P 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 2016-09-27 M:\3100dwgs\11174\PLAT\11174-IRMW Nieslanik Lot Line Adj (2016).DWG
IRMW Minor Subdivision
5
IRMW Minor Subdivision
6
LOT
IRMW PARCEL
LINE ADJUSTMENT PLAT OF:
1 & NIESLANIK PROPER
G
o 150 300
RAPH IC SCALE
600 1200
Line Adj (2016).DWG
Y
A parcel of land
\
\
- - 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 L1
NIXON & MID CONTINENT COAL & \
COKE COMPANY RECORDED IN BOOK ` \
383 PAGE 558 AS RECEPTION `'.
ACCESS EASEMENT 20' WIDE - No. 237727 \
BOOK 905 PAGE 347 REC #464338 _ `
\
O 0 „ ALU FOUND #5 REBgR 2„ �
o. Lel S 8 48'03 E 580,36 MINUM CAP L.S. 2 643 1
W
N
N
co NIESLANIK PROPERTY (PRE -ADJUSTMENT)
O BOOK 1766 TRANSFER TO 25 ,
Z NIESLANIK PROPERTY
PAGE 418
REC #691014 6,473 sq. ft.
0.149 acres
87,216 sq. ft. 2.002 acres (PRE -TRANSFER) W
93,625 sq. ft. 2.151 acres (POST -TRANSFER) z o ry
o
(RECEIVING PARCEL) o ®�
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m
N8
o o
#5 REBgR & �' �'
1 1/4 PLASTIC CqP
15710 PO15:4-'T OF
TO BE SET GI NNING
CAP L.S.E�8643`
IRMW PARCEL 1 (PER THIS PLAT)
situated in Lots 11,12,14,15,16
Township 8 South,
R.F.T.A PRIVATE WAY LICENSE
CONTRACT No.373.80 BOOK 1533
PAGE 710 RECEPTION No.639704
(CANCELS & UPERCEDES CONTRACT
_#25860)
-
t
TO t3E
CAP L.S. 28643AR &
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CENTERLINE OF 60 WIDE UTE
"' J ELECTRIC LINE ROADWAY ACCESS
r^ EASEMENT REC #304903
CENTERLINE OF 60' WIDE ACCESS
EASEMENT BENEFITING THE
& 17 of Section 35, Lots 1 & 2 of Section
Range 88 West of the 6th Principal Meridian,
SHEET 2 OF 2
2,
2,614,439 SQ.FT. 60.019 ACRES
-6,473 SQ.FT. -0.149 ACRES
LOT 17
AREA TABLE
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)
CENTERLINE RAIL ROAD
_ AD RIGHT OF �/qY
_
S800
644.48 48 03•.E 781.90,
\
� IRMW PARCEL 1CAP
2,074679sq ftt 590871 acresacres
(POSTTTRANSSFER)
(FATHERING PARCEL)
`
PERPETUAL EASEMENT
` FOR TRANSMISSION OF ELECTRICAL
COMMUNICATION LINES
ABANDONED BY CONDITIONS
` \ IN RECORD GRANTING
�� DOCUMENT (REC #330242)
569.50'
N80°48'03, W 779.03'
CRYSTAL RIVER SUBSTATION
BOOK 829 PAGE 41
93,689
_
RIGHT-OF-WAY
5.0' EACH
(SUBJECT
SQ.FT. 2.151 ACRES
300
_ _
_
_
gE SETREB0°48'03"W5g252j
L'S 2643gR &FOUND
111.86'
iMOUNTAIN STATES TELEPHONE & //
TELEGRAPH CO.
EASEMENT
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SIDE OF CENTERLINE
TO CONDITIONS)
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REC #358705 ti
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i 28643
144.71'
-.
TRANSFER PARCEL (PER THIS PLAT)
SECTION 35
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IRMW
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(IN FEET )
1 inch =300 ft.
_PROPERTY
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R.F•T'q-R O WB AP&•SI6 OMINUMi
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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
and parallel to said southerly Right -of -Way N.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 5.05°58'24"E., a distance of
sb RAB 2016-09-27 M:\310odwgs\11174\PLAT\11174-IRMW Nieslanik Lot
rL=36.86'
^'R=75.00'
NIESLANIK
PARCEL 1 AND THE NIESLANIK
SHOWN ON THIS
S20°03'57"E
72.94"
D=28°09'38"
CD=N05°59'08"W
T=18.81 C=36.49
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N66
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PROPERTY (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
g g
more or less.
positioned to conform with the bearing
Ri hof Wa Mapgerneral note on
y
SOPRIS
POINT OF COMMENCEMENT
S 1/4 CORNER SECTION 35
FOUND #6 REBAR & 2" ALUMINUM CAP L.S. 15710
MONUMENT RECORD FILED AUGUST 23, 2001
I BY KENNETH R. WILSON L.S. 15710
II
6th Principal Meridian being more particularly described as follows:
aluminum cap L.S. #15710 properly marked and found in place; thence
of the southerly Right -of -Way of the Denver & Rio Grande
-Way Survey performed by Farnsworth Group for the Roaring Fork Transit
feet southerly and parallel to said southerly Right -of -Way
N.80°48'03"W., a distance of 582.52 feet to the Southwest corner of a
records of the Clerk and Recorder of Garfield County, Colorado; thence
E., a distance of 150.00 feet to a point on said southerly Right -of -Way of
5.80°48'03"E., a distance of 580.36 feet; thence continuing along said
of a 60' wide Ute Electric Line roadway access easement recorded as
centerline the following three (3) courses:
and a central angle of 28°11'06" chord bears 5.05°58'24"E. a distance
g
basis referenced in survey note 3 and the Farnsworth Railroad
sheet hereof)3)
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 S 1/4 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
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
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
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
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
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
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
access easement centerline the following three (3) courses:
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
distance of 36.52 feet;
2) N.20°03'57"W., a distance of 27.94 feet;
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.
thence leaving said access easement and along said southerly Right -of -Way 5.80°48 03 E., a distance of 756.34 feet; thence continuing along said
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
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
leaving 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 feet; thence S.70°00'00"E., a
distance of 75.00 feet; thence 5.15°15'00"W., a distance of 75.00 feet; thence 5.72°30'00"E., a distance of 125.00 feet; thence 5.76°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 boundary of that parcel of land described in Book 967 at Page 777 of the
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:
"
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;
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
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.
A parcel of land situate in Section 35, Township
Commencing at the S% Corner of Section 35
N.66°40'47"W., a distance of 2047.91 feet to
Railroad -Aspen Branch as defined on the Carbondale
Authority the TRUE POINT OF BEGINNING;
N.80°48'03"W., a distance of 64.82 feet; thence
tract of land described in Book 1766 at page
leaving said boundary and along the West line
the Denver & Rio Grande Railroad -Aspen Branch;
Right -of -Way S.80°48'03"E., a distance of 25.56
Reception No. 304903; thence leaving said
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
) g
of 36.52 feet to the POINT OF BEGINNING.
Containing 93,689 square feet or 2.151 acres,
County of Garfield
State of Colorado
The above description has been rotated and
Right -of -Way Farnsworth Railroad
Map (Seeg
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 S% 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 along a boundary being 150.00 feet southerly
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) S.02°37'32"E., a distance of 92.34 feet;
2) S.20°03'57"E., a distance of 27.94 feet;
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
IRMW Minor Subdivision
6