HomeMy WebLinkAbout953951kfter Recording please return to:
Why Pipeline LLC
N Nevada Ave 5th Fir
;olorado Springs, CO 80903
STATE OF WYOMING
COUNTY OF LINCOLN
WHEREAS, ANADARKO LAND CORP., as Grantor, did grant to RUBY PIPELINE, L.L.C.,
as Grantee, that certain Pipeline Right -of -Way dated April 6, 2009, recorded June 1, 2009, in Book
724, Page 248, Reception Number 947476 of the records of Lincoln County, Wyoming, (the "Grant
for a forty two inch (42 pipeline with necessary appurtenances thereto, upon, along and under the
surface of the lands situate in the County of Lincoln, State of Wyoming, described in Exhibit A
thereto.
WHEREAS the undersigned Grantor and Grantee desire to alter, change and amend the
Grant for the purpose of correcting the legal description in Plat 300AU -1025 and replacing said plat
with Plat 300AU -1025 marked as Exhibit "A" hereto, and by reference made part hereof, and to add
a 50' x 75' Block Valve site, located in Section 36, Township 19 North, Range 117 West, as
identified in Exhibit "B" hereto.
NOW, THEREFORE, for and in consideration of Ten Dollars and other good and valuable
consideration, the receipt and sufficiency of which are hereby acknowledged, the parties do hereby
alter and amend the Grant to implement the correction and provision as set out above.
All other terms and conditions of the Grant shall remain in full force and effect and said Grant is
hereby ratified and confirmed as herein amended.
This Amendment shall be binding upon the parties hereto, their heirs, beneficiaries, executors,
administrators, successors and assigns.
IN WITNESS WHEREOF, the parties hereto have executed this Second Amendment this, day
of a 2010.
RECEIVED 6/14/2010 at 12:58 PM
RECEIVING 953951
BOOK: 749 PAGE: 20
JEANNE WAGNER
LINCOLN COUNTY CLERK, KEMMERER, WY
CORRECTION
PIPELINE RIGHT -OF -WAY
KNOW ALL PERSONS BY THESE PRESENTS:
GRANTOR:
ANADARKO LAND CORP.
By: Jane Ann Byroad
'f Agent and Attorney -in -Fact
GRANTEE:
RUBY PIPELINE, L.L.C.
Air
By CIG Pipeline Services Comp-, LLC
Acting as Construction Manag- and Agent
1
Audit D02644
020
t��
STATE OF TEXAS
ss:
COUNTY OF MONTGOMERY
The foregoing instrument was acknowledged before me this to day of
2010, by Jane Ann Byroad, as Agent and Attorney -in -Fact of Anadarko Land
Corp.
p ,R Y pC� 9 �fn
9
4 TO'
p /RES
4
*44 /0 -1 `2 ®vv
eenttce tle
(SEAL)
WITNESS my hand and official seal.
My commission expires
ss:
COUNTY OF -DENVER ec, as®
STATE OF COLORADO
Denise M. Toney
NOTARY PUBLIC
STATE OF COLORADO
My commission expires 10/17/2011
C `A
Notary ublic
The foregoing instrument was acknowledged before me this day
2010, by y IU a On\ _I 1 2O,L( 3 \CP -eS e of CIG Pipeline Services
Company, LLC acting as Construction Manager and Agent for Ruby Pipeline, L.L.C..
WITNESS my hand and official seal.
My commission expires re -n
I Ca,
Notary Public
2
`...°00O21
1
EXHIBIT "A"
Plat 300AU -1025
3
022
Oct 26. 2009 11:25AM
SCALE 1' 1000'
0 500' 1000'
LEGENQ
BC BRASS CAP
AC ALUMINUM CAP
POB POINT OF BEGINNING
Dale E. Peterson
PE /LS 579
17
20
FND BC
2
FOUND
SECTION
CORNER
r, FOUND
QUARTER
CORNER
FOUND
SIXTEENTH
CORNER
CALCULATED
CORNER
o EASEMENT P.I.
16
21
REF. DWG: UNE UST NO.: 1025
ANADARKO LAND
CORP.
S14'24'15"W
61.98'
S14'00'22 "W
1076.47'
N 15112784.68
E 1768487.44
589'57'41"E 2646.13
FND BC
o)
M
00
00
N
S89'59'38 "E
POB
N 15113889.17
E 1768763.39
FND AC
281.82' (TIE)
ANADARKO LAND CORP.
1138.45 FEET 69.00 RODS 1.307 ACRES
'0 023
EASEMENT DESCRIPTION
A 50.00 foot easement for pipeline purposes across a portion of the SE Y4 of the SW Y4 of Section 21, Township 19
North, Range 116 West of the 6th Principal Meridian, Lincoln County, Wyoming. Said Easement being 25.00 feet on each
side of the following described centerline:
Beginning at a point on the East line of the West Y2 of said Section 21, at coordinates N 15113889.17, E 1768763.39
(grid), from which the South Quarter Corner of said Section 21 bears S00'18'16 "E a distance of 1104.70 feet; thence
S14'24'15 "W a distance of 61.98 feet; thence S14'00'22 "W a distance of 1076.47 feet to a point on the South line of
the Southwest Quarter of said Section 21, at coordinates N 15112784.68, E 1768487.44 (grid), and said centerline
there terminating, from which the South Quarter Corner of said Section 21 bears S89'57'41 "E a distance of 281.82
feet.
CERTIFICATE OF SURVEYOR
I, Dale E. Peterson, PE /LS 579, a professional land surveyor in the state of Wyoming, do hereby state that, to the best
of my knowledge, information, and belief, this plat /exhibit was prepared from field notes taken during an actual survey
made by Cook Sanders Associates or under my supervision in September 2009 and that this plat /exhibit correctly shows
the results of said field survey and that the monuments found are accurate to the best of our ability and knowledge.
NOTE&
1. The accompanying plat does not constitute o boundary survey.
2. Easement centerline may not represent location of pipeline.
3. Client did not wont rights —of —way and easements shown.
4. Basis of bearings Geodetic bearings as established by static
GPS observations and relative to NAD 83 (CORS 96), UTM Zone
12 North. calculated by NGS —OPUS.
Project elevations relative to NAVD 88 (Geoid 03) as determined
from the some NGS —OPUS calculation.
6.) Combined adjustment factor. 1.0007072272 (Grid to Ground).
7.) Calculated comer positions are determined from record
information as shown on available GLO/BLM plats. Section lines
are relative to the BLM GCDB or occupation lines in areas
where PLSS comers were not found.
SURVEYED AND PREPARED BY:
Cook Sanders Associates Inc
331 South Rio Grande Ave., Suite 120
Salt Lake City, Ut. 84101
801- 364 -4051
Division: ROCKY MOUNTAIN
State: WYOMING
Section: 21 I Township: 19N I Range: 116W
Dft: SRH
Chk: DEP
Appr:
Date: 10/14/09
Dote: 10/26/09
Date:
Op. Area: ELKO
Co. /Par.: UNCOLN
Project ID: 128574
Scale: AS SHOWN
Filename:
0300 —AU -1025
1
NO.
10/13/09
DATE
SRH
BY
REVISED CENTERUNE
DESCRIPTION
LAND PLAT
RUBY PIPELINE -LN 300A
CROSSING OF ANADARKO
LAND CORP.
PROPERTY
300AU -1025
PROJ. ID
Sheet: 1 of 1
Type: ACAD
APPR.
REVISIONS
RUBY PIPELINE LLC
Rev.
1
EXHIBIT "B"
50' x 75' Block Valve site
4
MLV 3
MP 21.1
SITE: 50' x 75'
POTENTIAL WATER
DISCHARGE POINT
■MGIRA
POTENTIAL
WATER SOURCE:
DUST ABATEMENT
STAGING AREA
(.92 Acres)
POTENTIAL
WATER SOURCE:
DUST ABATEMENT
0
C
0
REF. DWG;
SURVEYED
Inb
124
Riv
307
)ivision: R
itate:
Section:
)ft: MDH
RSS
.ppr.
SCALE: 1' 1000'
500'
LEGEND
1000'
FOUND
SECTION
CORNER
FOUND
QUARTER U
FOUND
SIXTEENTH
CORNER
CALCULATED
CORNER
o EASEMENT P.I.
BC BRASS CAP
AC ALUMINUM CAP
POB POINT OF BEGINNING
Randall S. Stelzner
LS 5134
26
IRON PIPE
5
36
2 1 BC T18N 589'39'29 "W 2638.82 S89'15 03
UINTA COUNTY 237.71' (TIE)
ANADARKO LAND CORP.
2269 67 FEET 137.56 RODS 2.605 ACRES
EASEMENT DESCRIPTION
A 50.00 foot easement for pipeline purposes across a portion of Section 36, Township 19 North, Range 117 West
of the 6th Principal Meridian, Lincoln County, Wyoming. Said Easement being 25.00 feet on each side of the
following described centerline:
1) Beginning at a point on the East line of said Section 36, from which the Southeast Corner of said Section 36
bears S00'19'36 "E, 420.24 feet; thence S78'38'02 "W, 1337.86 feet; thence N67'10 "W, 247.77 feet to a point on
the West ROW line of HWY 189 in the Southeast Quarter of said Section 36 and said centerline there terminating,
from which the East Quarter Corner of said Section 35 bears N36'58'13 "E, 2846.79 feet;
2) Also, beginning at a point on the East ROW line of HWY 189; thence N67'10''08 "W, 82.04 feet; thence
S42'04'58 "W, 335.11 feet; thence S58'08'11 "W, 266.89 feet to a point on the South line of the Southeast Quarter
of said Section 36 and said centerline there terminating, from which the South Quarter Corner of said Section 36
bears S89'18'03 "W, 237.71 feet.
CERTIFICATE OF SURVEYOR
1, Randall S. Stelzner, a Professional Land Surveyor in the State of Wyoming, do hereby state that, to the
best of my knowledge, information, and belief, this map was prepared from field notes taken during an
actual survey made by me or under my direct supervision and that this map correctly shows the results of
said survey and that the monuments found are as shown.
UNE UST NO.: 1032
LINCOLN COUNTY
ANADARKO LAND CORP.
N 15102509.89
E 1753972.90
N67'10'08 "W
82.04'
S42'04'58"W
335.11'
S58'06'11 "W
266.89'
N 15102151.99
E 1753446.10
AC
N 15102432.
POB E 1754157.
";O26
000257
2491.59
S80'41'42 "E
1562.94' (TIE)
25130
3631
W
N co
4 (11
PO 1O
N 15102599.72
E 1755697.41
N6T1
24:
N6T1 0'08 "W
247.77'
S 783ar0 6
1 337 .8
3
BC
0)
0
0)
W
420.24'
(TIE)
31 BC
6
NOTES:
1. The accompanying plat does not constitute a boundary survey.
2. Easement centerline may not represent location of pipeline.
3. Client did not want rights -of -way and easements shown.
4. Basle of bearings Geodetic bearings as established by static
GPS observations and relative to NAD 83 (CORS 96), UTM Zone
12 North, calculated by NOS -OPUS.
5.) Project elevations relative to NAVD 88 (Geoid 03) as determined
from the some NGS -OPUS calculation.
6.) Combined adjustment factor. 1.000695834 (Grid to Ground).
7.) Calculated corner positions ore determined from record
Information as shown on available GLO/BLM plots. Section lines
ore relative to the BLM GCDB or occupation lines in areas
where PLSS comers were not found.
AND PREPARED BY:
erg Miller Engineers
E. Main St.
erton, WY 82501
-856 -8136
Date: 9/19/08
Date:
Date:
Op. Area: EU(0
OCKY MOUNTAIN
wYOMING
36 I Township' 19N I Range:
Co. /Par.:
UNCOLN
117W
Project ID: 128574
Scale:
AS NOTED
Filename:
0300 -AU -1032
N0.
DATE
BY
DESCRIPTION
REVISIONS
LAND PLAT
RUBY PIPELINE -LN 300A
CROSSING ANADARKO LAND
CORP. PROPERTY
PROJ. ID
VOW
RUB +'PIPELINE L
300AU -1032
Sheet: 1 of 1
Type: ACAD
APPR.
LC
Rev.
0