HomeMy WebLinkAbout952663After Retarding please return O.
Ruby Pipeline LLC
2 N Nevada Ave 5th Fir
Colorado Springs, CO 80903
EASEMENT AGREEMENT k. "O x38
WESTERN WYOMING RANGE LIMITED PARTNERSHIP, (WWRLP), a Wyoming limited
partnership, an 80.43478% owner, whose mailing address is P.O. Box 336, Lyman, WY
82937 and BROADBENT LAND AND RESOURCES, LLC, a Utah limited liability company,
an undivided 19.56522% owner, whose mailing address is P.O. Box 58627 Salt Lake City,
UT 84158 -0627, as tenants in common, GRANTOR, do hereby grant to Ruby Pipeline, LLC,
a Delaware limited liability company, whose mailing address is, Attn: Land Department,
P.O. Box 1087, Colorado Springs, Colorado 80944, GRANTEE, its successors and assigns,
for the sum of ten dollars ($10.00), and other good and valuable consideration, receipt of
which is hereby acknowledged, an easement fifty (50) feet in width to lay, construct,
maintain, operate, repair, protect, remove and replace one (1) forty -two inch (42
outside diameter natural gas pipeline, including valves and ancillary facilities through
and under the lands situated in the County of Lincoln, State of Wyoming, described in
Exhibits "A plat numbers 300 AU -1007, 1009, 1012, 1014, 1016, 1018, 1020, 1022, 1024,
and 1027, attached hereto and made a part hereof; consisting of approximately 2309.99
rods. During the temporary period of initially laying the pipeline, Grantee may use an
additional width of sixty -five (65') feet or a total width of one hundred fifteen (115') feet
including the easement herein described on Exhibit "A In addition, during the
temporary period of initially laying the pipeline, extra work space areas may be used as
shown on Exhibit "B
ti
N All of the disturbed areas shall be subject to the reclamation program as described
on pages 3 and 4 of this agreement.
O
RESERVING, however, to Grantor, its successors and assigns, the right to the use
of the said premises for any purpose including but not limited to, construction and
maintenance of roads, highways, pipelines and telephone, telegraph and other electric
power poles and wire lines, over, under and across (but in such a way as will not
unreasonably interfere with) said pipeline of Grantee on the premises described in
Exhibit "A it being understood that the right so reserved by Grantor, its successors and
assigns, is retained along with the general right of Grantor, its successors and assigns, to
the use of said premises for any purposes, but in such a way as will not interfere with the
rights granted herein; provided that Grantor, prior to the exercise of any right to the use
of the said premises that may interfere with the rights herein, obtain written permission
from Grantee for said use.
Regardless of the preceding paragraph, Grantor shall not build, nor permit to be
built, any permanent building or other permanent structure requiring a foundation,
closer than twenty -five (25') feet on either side of the centerline of the pipeline. If, in
the future, Grantor desires to develop its land and any law, ordinance, rule or regulation
of any federal, state or local government agency shall require further setback than
1
RECEIVED 3/25/2010 at 10:37 AM
RECEIVING 952663
BOOK: 744 PAGE: 382
JEANNE WAGNER
LINCOLN COUNTY CLERK, KEMMERER, WY
twenty -five (25') feet, Grantee shall pay, as additional compensation, an amount equal
to the fair market value for the interest in the lands which could otherwise be
developed.
This easement is made subject to all outstanding leases and other outstanding
rights, including, but not limited to, those for highways and other roadways and right -of-
ways for irrigation ditches, pipelines, pole and wire lines and the right of renewals and
extensions of the same, and subject also to all conditions, limitations, restrictions,
encumbrances, reservations or interests of any person which may affect the said land,
whether recorded or unrecorded.
The grant of the easement herein made is subject to all rights of the owners of
the mineral estate and on the express condition that Grantor, its successors and assigns,
shall not be liable to Grantee, its successors or assigns, for any damage occurring to the
installations made or to be made by Grantee upon the lands herein granted in easement
or for any other damage whatsoever occasioned by subsidence of the surface of said
lands as a result of mining underneath the same or resulting in any other way from the
removal of coal or any other minerals in or underlying the lands described in Exhibit "A
Grantee, for itself, its successors or assigns, by the acceptance of this easement,
agrees to indemnify and hold harmless Grantor, its officers, agents, employees,
successors or assigns, against and from any and all liability, loss, damage, claims,
demands, actions, cause of action, costs and expenses of whatsoever nature, including
Court costs and attorney's fees, which may result from property damage and personal
injury to or death of persons whomsoever, including the pipeline of Grantee, when such
personal injury, death, toss, destruction, or damage, howsoever caused, grows out of or
arises in any way because of, the existence of said pipeline or the construction,
operation, maintenance, repair, renewal, reconstruction, removal or use of said pipeline
or any part thereof or to the contents therein and therefrom, provided, however that
said loss, damage, or injury does riot arise out of or result from the negligence of the
Grantor, its officers, agents, employees, successors or assigns.
Grantee shall surrender and terminate this easement if construction of this
pipeline has not begun within two years of the date of issuance of a certificate of
approval by the Federal Energy Regulatory Commission (FERC).
It is expressly made a condition of this easement that if Grantee, its successors or
assigns, shall elect to abandon the premises of Grantor in the locations described in
Exhibit "A or any portion of said premises for the stated purposes of this easement,
then and in that event, all the rights herein granted shall cease and terminate with
respect to the premises so abandoned, and the title to said premises shall be freed from
the burden of said easement, but not until after Grantee's abandonment has been
approved by the Federal Energy Regulatory Commission "FERC
2
e00384
In the event that after the pipeline has been completed and placed in service, gas
does not move in the pipeline for _a period of two years then Grantee shall:
Notify Grantor that the facilities will be abandoned along with a schedule for
timely abandonment, and either abandon the facilities in place or remove the facilities
depending upon Granto'r's preference and FERC requirements.
If the surface facilities or any portion thereof are approved by FERC for
abandonment, and are so abandoned and Grantee fails to commence good faith efforts
to remove the surface facilities, excepting the pipeline, so abandoned and restore the
portion of the land described in Exhibit "A" to which the abandoned facilities are
appurtenant to its original condition within ninety (90) days after receipt of written
notice from Grantor to Grantee, Grantor may remove the facilities for the account of
Grantee, and Grantee shall reimburse the Grantor for all reasonable expense incurred in
the removal of the facilities within thirty (30) days from receipt of the amount thereof.
All the terms, conditions and stipulations herein expressed with reference to said
pipeline on the lands described in Exhibit "A" shalt, so far as the pipeline remains on said
land, apply to the pipeline as modified, changed, relocated, altered or encased within
the contemplation of the preceding paragraph.
The Grantee shall use such methods of weed control on the easement and any
areas disturbed hereunder as are reasonably necessary to control the growth of
halogeton and similar weeds until such time as the re- seeding program produces a stand
of native grasses on the easement. Should Grantee fail to comply within ninety (90) days
after receipt of written request from Grantor to Grantee, with the weed control
requirements of this paragraph, and after written notice to Grantee, Grantor may
provide for weed control on the area so disturbed in accordance with this paragraph and
Grantee shall pay to Grantor within thirty (30) days from receipt thereof, all reasonable
costs associated therewith.
Grantee agrees that all of the surface area of the easement disturbed in the
exercise of the rights granted hereunder shall be reseeded at the rate of 16 tbs /acre
when drilled and 32 lbs /acre when broadcast with the following mixture:
lbs. /acre PLS
3 lbs. /acre
3 lbs. /acre
3 lbs. /acre
2 lbs. /acre
2 lbs. /acre
Common Name
Western wheatgrass
Indian ricegrass
Thickspike wheatgrass
Slender wheatgrass
Fourwing saltbush
3
Scientific Name
Agropyron smithii
Oryzopsis hymenoides
Agropyron dasystachyum
Agropyron trachycaulum
Atriplex canescens
lbs. /acre PLS Common Name
1 lb. /acre Gardners saltbush Atriplex gardnerii
1 lb. /acre Trident saltbush Atriplex tridentate
1 lb. /acre Winterfat Eurotia Janata
In order to ensure the best conditions for seed germination, seeding and mulching
of the disturbed area will be conducted as follows:
a. The topsoil shall be uniformly spread on the disturbed areas;
b. Before seeding, the entire seed bed shall be scarified or disc harrowed
leaving definite furrows to a depth of approximately 6" and left in an
uncompacted workable condition for seeding.
c. The seed shall be applied by drilling or broadcasting as described above,
followed by the mulching operation using straw or hay, at the rate of 1 1/2
tons/ acre.
d. After spreading dry mulch, it shall be anchored in the soil with a smooth or
serrated coulter disc harrow, manufactured expressly for crimping mulch.
e. The time of seeding should normally be before June 15 and /or after
September 1, so tong as there is no frost on the ground. Seed shall not be
broadcast when weather is windy or unsuitable for the work.
Grantee agrees to seed the easement as many times as required to obtain a
successful stand of the above species throughout the entire easement. Only seed
certified to be ninety -five percent (95 pure and with a germination percentage of
eighty -five percent (85 will be used. Grantee will furnish the certification to the
Grantor prior to the seeding operation. Should Grantee fail to comply with the reseeding
requirements of this paragraph, within ninety (90) days after receipt of written request
from Grantor to Grantee, Grantor may reseed the area so disturbed in accordance with
this paragraph and Grantee shall pay to Grantor, within 30 days from receipt thereof, all
costs associated therewith.
In addition to the above, Grantee shall locate and flag the vegetative transects
established by WWRLP, in order to prevent disturbance of these permanent transects and
shall pay to WWRLP, on termination hereof, the actual charges and expenses WWRLP
incurs in hiring a consultant to monitor Grantee's work in or near any vegetative transect
area previously established by WWRLP on the lands on or adjacent to this easement
agreement.
Grantee shalt give Grantor prior written notice of any archaeological, biological
and /or historical surveys which Grantee or its agents, servants, employees, contractors
or subcontractors complete and /or perform on the premises identified on Exhibit "A" and
4
0003195
Scientific Name
£00386
adjacent areas and shall provide any results obtained in such surveys to the Grantor.
Any artifacts or other property found by Grantee its agents, servants, employees,
contractors or subcontractors shall remain the property of Grantor and shall not be
removed from the premises without the written permission of Grantor.
This agreement shall be a covenant running with the lands described above, and
shall be binding upon the undersigned, their respective heirs, successors, and assigns;
provided, however, that in the event Grantee shall notify Grantor in writing of its
intention to abandon the rights granted herein, or shall fail for a period of two years to
use this easement for the purpose described, then this agreement shall terminate and
Grantee and its successors in interest or assigns shall have no further rights hereunder.
Grantee shall not permit any mechanic's liens to be filed against the premises
described on the Exhibits attached hereto as a result of Grantee's use thereof and if any
such mechanic's liens are so filed, Grantee shall promptly cause the removal thereof. If
Grantee wishes to contest any such lien, Grantee shall, within thirty (30) days after it
receives notice of the lien, provide a bond or other security as Grantor may reasonably
request, or remove such lien from the premises pursuant to applicable law.
Grantee shall comply with all applicable federal, state, and local laws, rules and
regulations concerning the design, construction, operation, maintenance, safety and
environmental considerations as they deal with or affect the pipeline of the type and
nature intended to be placed in the easement herein granted.
Both Parties agree that the amount of the consideration paid by Grantee to
Grantor under this Agreement is completely and strictly confidential. Each party may
disclose the amounts paid hereunder to regulatory agencies having jurisdiction over the
scope of this Agreement, tax consultants, professional financial counselors and legal
counsel for the purpose of securing tax related or financial advice or services, and such
disclosure shall not constitute a breach of this provision. All individuals to whom the
amount of consideration paid under this Agreement is disclosed are also bound by the
terms of this provision and the same shall not be disclosed except under a valid court
order issued by a court of competent jurisdiction. Grantor and Grantee further
acknowledge that there are various claims regarding the fair market value of the
property interests subject to this Agreement. The execution of this Agreement is not to
be construed as an admission or establishment of the fair market value of such property
interests in this transaction or other transactions for which the consideration paid
hereunder may be disclosed pursuant to a valid court order.
The following provisions are also integral parts of this agreement:
a. This agreement may not be modified except by an instrument in writing
signed by the parties hereto.
5
b. This agreement shall be interpreted, construed and enforced according to
the laws of the State of Wyoming.
c. The parties agree that in the event any action or court proceeding is
brought by either party to enforce the obligations under this agreement,
the prevailing party shall be entitle to recover any reasonable attorney's
fees, together with court and collection costs.
d. All notices, demands, requests and other writings required or permitted to
be given hereunder shall be deemed duly given if delivered or if mailed by
registered or certified mail, postage prepaid, addressed to the following:
Grantor:
Western Wyoming Range Limited Partnership
P.O. Box 336
Lyman, WY 82937
Broadbent Land and Resources, LLC
P.O. Box 58627
Salt Lake City, UT 84158
Grantee:
Ruby Pipeline, LLC
Attn: Land Department
P.O. Box 1087
Colorado Springs, CO 80944
WESTERN WYOMING RANGE
LIMITED PARTNERSHIP
6
Either party shall have the right to specify in writing, another address to which
subsequent notices or writings to such party shall be given. Any notice given hereunder
shall be deemed to have been given as of the date mailed.
IN WITNESS WHEREOF, the parties have executed this document this .6 21-4 day of
F r IA 0.1 2010.
BY: WESTERN WYOMING OPERATING, INC.,
Its General P rtater
By: n
Vice— President
0013387
STATE OF WYOMING)
SUSAN TOOMER NOTARY PUBLIC
COUNTY OF
UINTA
STATE OF
WYOMING
MY COMMISSION EXPIRES JULY 20, 2012
My Commission Expires
7
T LAND AND RESOURCES, LLC
O Ca388
PIPELINE, LLC
CIG Pipeline Services, LLC
Acting as Construction Manager and Agent
)ss.
COUNTY OF UINTA
On this day of r j 2010, before me personally appeared
D. Jud Redden and Carl Larson, to me personally known, who being by me duly sworn,
did say that they are the Vice President and Secretary, of the Western Wyoming
Operating, Inc., general partner, and that the seal affixed to said instrument is the
corporate seal of said corporation, and that said instrument was signed and sealed on
behalf of said corporation by authority of its Board of Directors and said D. Jud Redden
and Carl Larson acknowledged said instrument to be the free act and deed of said
corporation.
Sign ure of Notarial Officer
Notary Public
Title
STATE OF (al(6m /n/&—
)ss.
COUNTY OF tA4vrr A
The foregoing instrument was acknowledged before me by Joseph S. Broadbent,
Manager of Broadbent Land and Resources, LLC, this 1 of /R14-re C t
16 0ti
615
My Commission Expires: 01 3
STATE OF CttOro.b
COUNTY OF
of "i 5
Denise M. Toney
NOTARY PUBLIC
STATE OF COLORADO
)ss.
My coiti tzissian expires 10/17/2011
My Commission Expires: 10-11 -20} 1
F: \Western Wyoming Range \Ruby Pipeline LLC 42 inch Pipeline Easement 2- 19- 10.doc
O 389
8
ignature of Notarial Officer
Notary Public
Title
The foregoing instrument was acknowledged before me by WIu,tOum 4 J(
0.Of t ,fl of Ruby Pipeline, LLC this day
2010.
Signature of •tari:l Officer
Notary Public
Title
SURVEYED AND PREPARED BY:
Inberg Miller Engineers
124 E. Main St.
Riverton, WY 82501
307 -856 -8136
Division: Rocky Mountain
State:
Wyoming
Section: 11 Township. 20 11 I Range: 115 W
Dft MOH
Chic RSS
Apps
Date: 9/16/08
Date:
Date:
Op. Area: Elko
Co. /Par.: Lincoln
Project ID: 128574
Scale: As Shown
FiIenomw
0300 —AU -1007'
SS
NO.
3/11/09
DATE
RSS
BY
OWNER NAME
DESCRIPTION
LAND PLAT
RUBY PIPELINE LN 300A
CROSSING WESTERN WYOMING RANGE
UMITED PARTNERSHIP BROADBENT
LAND RESOURCES, LLC PROPERTY
300AU -1007
128574
PROJ. ID
Sheet 1 of 1
Type: ACAD
APPR.
REVISIONS
RUBYlr PIPELINE LLC
Rev.
0
0'
BC
AC
POO
SfJLE `1' 1006'
0 500' 1000'
_LEGEND
LS 5134
FOUND
CORNER
FOUND
QU QU A A TER
FOUND
SIXTEENTH
CORNER
CALCULATED
EASEMENT P.I.
Randnll S. Stel7npr
BRASS CAP
ALUMINUM CAP
POINT OF BEGINNING
10 11
15 14
REF. DWG: UNE UST NO.: 1007
HT "A"
STONE
WESTERN WYOMING RANGE
UMW RARTNERSI (Q.. ANA
BROADBENT LAND RESOURCES, LLC
STONE
MOUND
S12°05'42 'E
225.18'
SO4'09'23"W
374.87'
P08
N 15159332.99
E 1813289.45
S 14' 17' 19"W
222.81'
N 15155425.6
E 1812292.61
2: .7
11_ 12
STONE
N89'27'59 "E :2638.16' O1E) 1413
WESTERN WYOMING RANGE LIMITED PARTNERSHIP
AND BROADBENT LAND RESOURCES LLC
4057.40 FEET 245.90 RODS 4.657 ACRES
EASEMENT DESCRIPTION
A 50.00 foot easement for pipeline purposes across a portion of Section 11, Township 20 North, Range 115
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 Section 11, from which the Southeast Corner of said Section 11
bears S0 "E, 3898.29 feet; thence S1417'19 W, 222.81 feet; thence S16'44'39"W, 3234.54 feet; thence
SO4'09'23"W, 374.87 feet; thence S12'05'42 "E, 225.18 feet to a point on the, south line of Section 11 and
said centerline there terminating, from which the Southeast Corner of said Section 11 bears N89'27'59 "E,
1028.78 feet.
CERTIFICATE OF SURVEYOR
I, 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.
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 is —of—way and easements shown.
4. Bash= of bearings odetic bearings as established by static
GPS observations and relative to NAD 83 (CCRS 96), UTM Zone
12 North, calculated by NGS —OPUS
5.) Project elevations relative to NAw 88 (Geoid 03) as determined
from the same NGS —OPUS calculation.
6.) Combined adjustment factor: 1.000684518 (Grid to Ground).
7.) Calculated caner positions are determined from record
Information as shown on ovailable GLO/BLM plate. Section Ones
are relative to the BtM GcDB or occupation lines in areas
where PLSS comers were not found.
EXHIBIT "A"
Sep 18, 2009 1:39PIr
SCALE: 1' 1000'
0 500' 1000'
LEGEND
0
BC
AC
P08
FOUND
SECTIO
CER
FOUND
CORNER
FOUND
CO
C
EASEMENT P.I.
BRASS CAP
ALUMINUM CAP
POINT OF BEGINNING
DMsion: ROCKY MOUNTAIN
Stott: WYOMING
Oft: SRN
Chic DEP
Dane: 7/10/09
Oat=
Date:
15 14
22
23
REF. OM UNE UST NO.: 1009
SURVEYED AND PREPARED BY:
Cook Sanders Associates Inc
331 South Rio Grande Ave., Suite 120
Salt Lake City, Ut. 84101
801- 364 -4051
Section: 23 I Township.
20N I Range: 115W
2025.69' 11E
N 15144806.95
2 6 E 1811402.19
WESTERN WYOMING RANGE LIMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES, LLC
4460.34 FEET 270.33 RODS 5.120 ACRES
EASEMENT DESCRIP770N
A 50.00 foot easement for pipeline purposes across a portion of Section 23, Township 20 North, Range 115 West
of the 6th Principal Meridian, Lincoln County, Wyoming. Said Easement being 25.00 feet on each side of the
following described centerlines:
1) Beginning at a point on the North line of said Section 23, from which the North Quarter Corner of Section 23,
a found stone, beors S89•28'00"W a distance of 2362.23 feet; thence 508'39'48 "E a distance of 2031.56 feet to a
point on the East line of said Section 23 and said centerline there terminating, from which the North Quarter
Corner of said Section 23, a found stone, bears N53'19'58 "W a distance of 3326.37 feet;
2) Also, beginning at a point on the East line of Section 23, from which the Southeast Comer of said Section 23,
a found stone, bears S00'36'41 "E a distance of 1068.46 feet; thence 587'51'52"W a distance of 230.34 feet;
thence S83`29'10"W a distance of 593.39 feet; thence 566'30'45"W o distance of 322.85 feet: thence S50•30'34"W
a distance of 80.11 feet; thence S52'45'35"W a distance of 847.41 feet; thence S38'29'26"W a distance of 77.53
feet; thence S24'13'16"W a distance of 277.15 feet to a point on the South line of said Section 23 and said
centerline there terminating, from which the Southeast Comer of said Section 23, a found stone, bears 1489'37'18 "E
a distance of 2025.69 feet. CERTIFICATE OF SURVEYOR
1, Dole E. Peterson, a PE /LS 579 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 token during an actual survey made by me or
under my direct supervision and that this map 1 ws the results of said survey and that the monuments
found are as shown. ac ct t. f fl a NOTES:
1. The accompanying plat does not constitute a boundary survey.
2. Easement conterline may not represent location of pipeline.
3. Meat did not wart rights -e(-way end easements shown.
Dole F. Peterson
4. Basis of bearings Geodetic bearings es established by static
e' CPS observations and relative to NAD 83 (CORS 96). UTM Zone
PE /LS 579 12 North, calculated by NGS -OPUS
5.) Project elevations relative to NAVD 88 (Geoid 03) as determined
from the some NGS -OPUS calculation.
B.JL Combined adjustment factor: 1.0006806578 (Grid to Ground).
7.) Calculated comer positions are determined from record
information as shown on available GLQ/BLM plots Straiten lines
are relative to the ELM GCDB or occupation then In areas
where PLSS comers were not found.
Op. Area: EIJCO
Co./Par.: UNCOLN
Project ID: 128574
Scale: AS SHOWN
F9enaine:
0300 -AU -1009
2
NO.
WESTERN WYOMING RANGE
LIMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES. LLC
S50'30'34"W
80.11'
S52'45'35"W
847.41'
S38'29'26"W
77.53'
S24'13'16"W
277.15'
N89'3 17 8 E 5269.88
9
3/11/09 RS5
DATE BY
STONE S89'26'00"W 2646.79'_
T 2362.23' (TIE)
POB C)
N 15150125,87
E 1813086.63
N 15148117.49
E 1813392.64
S8T51'52"W
S83'29'10"W 230.34'
593.39'
S66'30'45"W
322.85'
REVISED CENTERLINE
OWNER NAME
DESCRIPTION
LAND PLAT
RUBY PIPEUNE -LN 300A
CROSSING WESTERN WYOMING RANGE
UMITED PARTNERSHIP BROADBENT
LAND RESOURCES, LLC PROPERTY
300AU -1009
STONE
14 1,
4
N
POB (Z)
N 15145886.73 0
E 1813416.43 a
d ip
rn
23.. 4
26 5
STONE
128574
PROJ. ID
Sheet: 1 of 1
Type: ACAD
APPR.
REVISIONS
RUBY* PIPELINE LLC
Rev.
2
EXHIBIT "A"
Oct 26, 2009 9:59AM
SOVt I' v 1000'
0 500' 1000'
LEGEND
FOUND
SE
FOUND
QUARTER
t CORNER
FOUND
=EDITH
CORNER
C
o EASEMENT P.4
BC BRASS CAP
AC ALUMINUM CAP
P08 POINT OF BEGINNING
WESTERN WYOMING RANGE LIMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES. LLC
2250.40 FEET 136.39 RODS 2.583 ACRES
EASEMENT DESCRIP7TON
A 50.00 foot easement for pipeline purposes across a portion of the SE Y4 of Section 27, Township 20 North, Range
115 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 o point on the East line of said Section 27, at coordinates N 15140404.62. E 1808189.63 (grid). from
which the Southeast Corner of said Section 27 bears S00'49'36"E a distance of 946.05 feet: thence S35'28'09'W a
distance of 103.94 feet thence S52'55'46" W a distance of 372.50 feet; thence S69'32'37"W a distance of 1773.96
feet to a point on the South line of Section 27, at coordinates N 15139475.43, E 1806170.01 (grid), and said
centerline there terminoting from which the South Quarter Comer of said Section 27 bears 1489'31'39"W a distance of
654.55 feet.
CER77FICA7E OF SURVEYOR
I, Dole E. Peterson, PE/LS 579, a professional land surveyor in the state of Wyoming, do hereby stote 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 plot /exhibit correctly shows
the results of said field survey and that the monuments found are accurate to the best of our ability and knowledge.
Dale F. Peterson
PE /LS 579
SURVEYED AND PREPARED BY:
Cook Sanders Associates Inc
331 South Rio Grande Ave.. Suite 120
Solt Lake City, lit. 84101
801- 364 -4051
Division: ROCKY MOUNTAIN
State: WYOMING
Section: 27 I Township. 2014 I Range: 115W
Mb SRN
Chic DEP
Appr.
Dale: 10/13/09
Dole: 10/26/09
Date
2122
2 ;27
ELKO
co./Por.: UNcOLN
Project ID: 128574
Scots AS SHOWN
Fdrawms
0300 -AU -1012
89 0"W
2629.10'
2
NO.
WESTERN WYOMING RANGE
LIMITED PARTNERSHIP AND
BROADBENT LAND &'RESOURCES, LLC
10
3/11/09
DATE
SRN
R5S
BY
552'55'4 *'W
372.50
POB
N 15140404.62
E 1808189.63
S3528'09'W
103.94'
STONE 654.55'
TIE N89'31'39"W
26
14 15139475.43
E 1806170.01
NOTES`
1. The accompanying plot 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 sham.
4. Basb of bearings Geodetic bearings as established by static
CPS observations and relative to NAD 83 (CORS 96), UTM Zone
12 North, calwtated by NCS -OPUS
5.) Project elevations relative to NAVD 88 (Geoid 03) as determined
from the same NOS -OPUS calculation.
X96. Combined adjustment factor. 1.0006800885 (Qld to Ground).
7.) Calculated comer positions are determined Tram record
Information os shown on available GLO/UI plots. Section Ones
ore relative to the BUl &COB or occupation Ines In areas
where PLS5 comers were not found.
REVISED CENIERIAIE
OWNER NAME
DESCRIPTION
LAND PLAT
RUBY PIPEUNE—LN 300A
CROSSING WESTERN WYOMING RANGE
LIMITED PARTNERSHIP BROADBENT
LAND RESOURCES, LLC PROPERTY
300AU -1012
6
STONE
5
128574
PROJ. ID
Sheet 1 of 1
Type ACRD
APPR.
REVISIONS
RUBY" PIPELINE LLC
Rev.
2
021392
EXHIBIT "A"
Oct 26, 2009 10A4AM
LEGEND
FOUND EIO
CORNER
FOUND
QUARTER
CORNER
FOUND
CORNER
CALCULATED
CORNER
sous r loos'
0 500' 1000'
0 EASEMENT P.I.
BC
Ac
POD
BRASS CAP
ALUMINUM CAP
POINT OF BEGINNING
c4
Mile F. Peterson
PE/LS 579
N I
N
O
n
w
1
i�
N
0
0
In
0
co
N
8
3
i0
W
STONE
WESTERN WYOMING RANGE
UMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES, LLC
S41'15'57'W
571.77'
575'16'26"W
571.61'
S58
740.01'
N 15135191.01
E 1797602.61
S58'16'19"W
267.28'
9
O
Sy
N89'35'46 "E 5311.46'
S75'58'33"W
374.95'
S72'57'46"W
124.71' 581'
1001.
POB
N 15138293398
E 1802884.37
1'
54815'16"W
STONE 2
33 34
loiro
O
O
0
M
V7
33 34
7
BC
BC 5 T19N S89'37 5268.18' 19N 4
WESTERN WYOMING RANGE LIMITED PARTNERSHIP AND
I3ROADBENT LAND RESOURCES. LLC
6325.50 FEET 383.36 RODS 7.261 ACRES
EASEMENT DESCR1P77ON
A 50.00 foot easement for pipeline purposes across o portion of Section 33, Township 20 North, Range 115 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 said Section 33. at coordinates N 15138293.98, E 1802884.37 (grid). from
which the Northeast Corner of said Section 33 bears N00'05'49"E a distance of 1195.13 feet; thence S81'08'48"W a
distance of 1001.60 feet; thence S75'58'33"W a distonce of 374.95 feet; thence 57257'46"W a distonce of 124.71
feet; thence 548'15'16"W a distance of 594.37 feet; thence 54706'41"W a distance of 1053.00 feet; thence
S58'16'09"W a distance of 1026.18 feet; thence S75'16'261W a distance of 571.61 feet; thence S58'16'19"W a distonce
of 267.28 feet; thence S41•15'57"W a distance of 571.77 feet; thence S58'16'16"W a distance of 740.01 feet to a
point on the West line of Section 33, at coordinates N 15135191.01, E 1797602.61 (grid). and said centerline there
terminating, from which the Southwest Corner of said Section 33 bears S00'22'13 "E a distance of 1041.56 feet.
CER77RCA7E OF SURVEYOR
I, Dole E. Peterson, PE /LS 579, a professional land surveyor in the state of Wyoming, do hereby stote that, to the best
of my knowledge, information, and belief, this plot /exhibit was prepared from field notes taken during an actual survey
made by Cook Sunders Associates or under my supervision in September 2009 and that this plot /exhibit correctly shows
the results of said field survey and that the monuments found ore accurate to the best of our ability and knowledge.
NOTE&
1. The occompan)ng plat does not constitute a boundary survey.
2. Easement centerline may net represent location of pipdha.
3. alert did not want ts-- of-.ay and easements shown.
4, Basis of bearings Geodetic bearings as established by static
GPS observation and relallve to NAD 83 (COBS 96), 11111 Zone
12 North, calculated by NGS -OPUS.
5.) Project devotions relative to NAVD 88 (Geoid 03) as determined
from the sane NGS -OPUS calculation.
Sal.) Combined adjustment recta: 1.0006800885 (Grid to Ground).
7.) Calculated carver positions are determined from record
hronnatien as shown on available GLO/13U4 plats. Section lines
are relothe to the 81.10 GLOB or occupation lines In areas
where PISS comers were not found
SURVEYED AND PREPARED BY:
Cook Sanders Associates Inc
331 South Rio Grande Ave.. Suite 120
Salt Lake City, Lit. 84101
801 364 -4051
Division: ROCKY MOUNTAIN
State•. WYOMING
Dft: SRN
Chic DEP
Mpr
Date: 10/13/09
Date: 10/26/09
Date:
Op. Area: ELLO
Co./Par: U000LN
Section: 33 I Township: 20N I Range: 1154
Project D: 128574
Scale AS SHOWN
Filename:
0300 -AU -1014
2
N0.
to /13/00
3/11/09
DATE
SRN
RSS
BY
REVISED CENTERLINE
OWNER NAME
DESCRIPTION
LAND PLAT
RUBY PIPELINE -LN 300A
CROSSING WEbstt(N WYOMING RANGE
LIMITED PARTNERSHIP BROADBENT
LAND Sc RESOURCES, LLC PROPERTY
300AU -1014
128574
PROD. D
Sheet 1 of 1
Type: ACAD
APPR.
REVISIONS
0
RUBY F`IPELINE LLC
Rev.
2
:aO 1393
Chic DEP Data 12/18/09 Soda: AS SHOWN
1 M.. n...
Rename_
EX-T "A"
LAND RESOURCES, LLC PROPERTY 300AU 1016
Dec 17.
2009 1 crO M
SCNE. 1' 1000'
O 500' 1000'
SECTION
CORNER
F91AID
a
N 15131929.53
LErJFN) E 1792227.99
FOUND
Sfl TEIBITH
CORNER
COWkR
O EASEMENT Pi.
BC BRASS CAP
AC NLMINU00 CAP
FOB PANT OF BEGINNING
,pole F. Peterson
PE/LS 579
REF. UNE UST N0.: 1016
DNaiom ROCKY MOUNTAIN
State: WYOMING
Oft SRN
Data: 12/17/09
BC
3 2 N89'59'47"E 2638.15'
65
78
WESTERN WYOMING RANGE LIMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES. LLC
4245.10 FEET 257.28 RODS 4.873 ACRES
EASEMENT DESCRIP77ON
A 50.00 foot easement for pipeline purposes across a portion of Lots 2. 3, and a portion of the N of Section 5,
Township 19 North, Range 115 West of the 6th Principal Meridian. Lincoln County, Wyoming. Sold Easement being
25.00 feet on each side of the following described centerline:
Beginning at a point on the North line of lot 2 of the NE of said Section 5, at coordinates N 15134159.46, E
1795934.29 (grid), from which the North Quarter Corner of said Section 5 bears N89'39'29"W a distance of 1002.41
feet thence S58'16'16'W a distance of 1355.56 feet thence S69•36'337W a distance of 127.40 feet thence
S58'16'11"W a distance of 1102.17 feet: thence S46'55'27'W a &stance of .127.41 feet thence 558'16'15'W o
distance of 1532.56 feet to a point on the West line of said Section 5, at coordinates N 15131929.53. E 1792.327.89
(grid), and said centerline there terminating, from which the Northwest Comer of said Section 5 bears N00'52'30"W a
distance of 2236.01 feet.
CER77F7CATE OF SURVEYOR
I, Dole E. Peterson, PE/LS 579. o professional and 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
mode 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 ore accurate to the best of our ability and knowledge.
swum AND PREPARED BY:
Cook Sanders Associates Inc
331 South Rio Grande Ave., Suite 120
Salt Lake City, M. 84101
801- 364 -4051
Op. Ares ELKO
0A/Pace LINCOLN
SocSom 5 (T0008Np• 9N I Rang% 115W
8581 6
1102.17'
o $46'55'27"W
1 27.41'
Project Ia 128574
S5131 6'15V
1.532.56'. WESTERN WYOMING' RANGE
UMRED PARTNERSHIP AND
BROADBENT LAND do RESOURCES, LLC
2
N0.
12/17/09
3/11/09
DAIS
SRN
RSS
BC
LAND PLAT
RUBY PIPELINE —LN 300A
CROSSING WESTERN WYOMING RANGE
UNITED PARTNERSHIP BROADBENT
BC
N89'39'29"W 2677.50' 3 3
S59'36'33"W
127.40'
S58'16'16'W{
1355.56' II11
LOT 2
ROB
N 15134159.46
E 1795934.29
LOT 1
REV6lD CEMERLINE
OWNER MANE
DESCRIPTION
5
8
4
9
NO7E
10 10* oecarnpon3Ing plat does net m,mepde a boundary survey. 2. Easement centedins may not represent lowlier* of P4dlae.
3. Blest dld not weed _,Id p w s e�yf s and m $h b_
4. Basb of
by_
CPS observations and relative to MAO 83 (OORS 96). MW Zane
12 North, =io datd by NCS -OPUS.
Project dmatbns rdattve to taw BB (Oedd 03) as determined
Q from the some NtS -OPUS aokdaUal.
7 7.) 7.) Cdgdoted positions me �fra r
bdamaUan as shorn an awiabin 0'20/8140 plats. Stream Brae
are relative to the 91U =DB or oecupation Ines 01 areas
idler° PLSS comers wen not found.
128574
PROD. ID
a,
APPR.
REVISIONS
RUBMPIPELINE LLC
c9(v1394
CXh Hit I H
Dec 17. 2009 4:59PM
SCALE 1' 1030'
0 500' 1000'
.aQ
e
0
0C
AC
POB
FOUND
SECTION
CORNER
FOUND
QUARTER
CORNER
FOUND
SWEDEN
CORNER
C ORNER
EASEMENT Pi.
BRASS CAP
AWWNUM CAP
POINT OF BEGINNING
note F. Paterson
PE/LS 579
BC
1_ 6
12
2403.55' (T1E) V
58'16'15"W STONE
42.76'
`D' S72'00'40 "W
218.13'
BC
1 7
1318
REF. DWG UNE UST N0: 1018
N89•38'32'W 2648.31'
CENTERLINE PIPELINE
COORDINATES
POB AT NORTH UNE
E 178733683
AT WEST UNE
N 15128753.63
E 1767093.00
WESTERN WYOMING RANGE
UMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES, LLC
6
7
5
6
78
1 :17
WESTERN WYOMING RANGE UMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES. LLC
260.89 FEET 15.81 RODS 0.299 ACRES
EASEMENT DESCR/P770N
A 50.00 foot easement for pipeline purposes across a portion of the NW of the NW I of Section 7. Township 19
North, Range 115 West of the 6th Principal Meridian, Lincoln County, Wyoming. Said Eosement being 25.00 feet on
each side of the following described centerline:
Beginning at a point on the North line of the NW I of said Section 7, at coordinates N 15128843.48, E 1787336.83
(grid), from which the North Quarter Corner of said Section 7 bears S89'38'32'E o distance of 2403.55 feet thence
S58'16'15"W a distance of 42.76 feet; thence S72'00'400/ a distance of 218.13 feet to a point on the West line of
the Northwest Quarter of said Section 7, at coordinates N 15128753.63. E 1787093.00 (grid), and soil centerline
there terminating, from which the Northwest Corner of said Section 7 bears N00'34'44"W a distance of 91.38 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 shows
the results of said field Asuurvey� and under 2009 and that
the best of our r ability and knowledge.
SURVEYED AND PREPARED BY:
Cook Sanders Associates Inc
331 South Rio Grande Ave.. Suite 120
Salt Lake City. Ut. 84101
801.-364-4051
Dividers ROCKY MOUNDmM Op. Ares ELKO
Stated WYOMING I Co./Par: UNCOEN
sections 7 ITowmhiss 19N I Rage: 115W
Dfb SRN
Chic DEP
Date: 12/17/09
Dote: 12/18/09
Dabs
Project Ilk 128574
Scab: AS NOTED
F 0300 -AU -1018
2 12/17/09
1 I 3/11/09
ND. PATE
!rte NOTES:
1. The aawalpay5!9 plat does not oanadtubs a boundary survey.
2. Easement centerline may not represent location of pipeline.
3. Chant did not leant ,0ahts- of-way and easements ahem.
4. Barb of bearings Gaodetic bearings as est:bibbed by static
12 NOM. calculated b (CORS
005—CPUS. 96). Ullr Zone
Project elevaUais relative to NAw 88 (Geoid 0s) as determined
iron the same SIGS -OPUS odadaton.
9 6.) Combined adjustment facto: 1.0007090047 (Grid to Ground).
7.) Geadoted canner paelttais are determined from record
intermit= as shown on available GLO/BUA plats Section lines
ore relative to the ELM OMB or occupation Ones in alas
where PISS caters we not found.
NE
I 128574
OF 0000/100 PROD ID APPR
SRN REVISED
ce28
RSS 1 OWNER NAIAE
Br
REVISIONS
LAND PLAT
RUBY PIPELINE —LN 300A
CROSSING WESTERN WYOMING RANGE
LIMITED PARTNERSHIP BROADBENT
LAND RESOURCES, LLC PROPERTY
RUBY LLC
300AU -1018
Sheet 1 of 1
Type: ACRD
Rev.
2
c.oy:1395
EXHIBI_L A"
Dec 17, 2009
WILE 1' woo*
0 500' 1000'
FOUND
CORNER
FOUND
WORM
CORNER
EUIND
I CORNER
T CORNER
o EASEMENT Pd.
BC BRASS CAP
AC AWUI NUM CAP
POB POINT OF BEGINNING
Dale F. Peterson
PE/LS 579
Minim ROCKY MOUNTAIN
Staten WYOMING
DR: SRN
Chk DEP
Dale 12/17/09
Dote: 12/18/09
Oaten
32
10 11
1 M2. a1
b
1
1 "4
WESTERN WYOMING RANGE UMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES. LLC
5662.64 FEET 343.19 RODS 6.500 ACRES
EASEMENT DESCRIP71ON
A 50.00 foot easement for pipeline purposes across o portion of the South )f of Section 11, 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 SE of said Section 11. at coordinates N 15125771.08, E 1781884.33
(grid), from which the East Quarter Comer of said Section 11 bears S00'18'S0'E a distance of 316.98 feet Thence
552'12'31'W a distance of 569.68 feet thence S69'13'05"W a distance of 164.17 feet thence S80'26'07'W a distance
of 680.61 feet thence S75'27'03'W a distance of 94.54 feet thence S59'54'061W a distance of 94.92 feet thence
S54•40'04'W a distance of 345.14 feet thence. S48'44'26"W a distance of 139.68 feet thence S73•43'02'W o distance
of 2019.44 feet thence 586'33'32"W a distance of 269.57. feet thence S72'03'41'W a distance of 1284.89 feet to a
point on the West line of the Southwest Quarter of said Section 11, at coordinates N 15123909.45, E 1776619.35
(grid), and said centerline there terminating, from which the Southwest Comer of said Section 11 bears 50038•12"E a
distance of 558.21 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 token 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.
REF. I lie t�� UST 110. 1020
558.21' •(TIE)
BC
SUMMED AND PREPARED BY:
Cook Sanders Associates Inc
331 South Rio Grande Ave., Suite 120
Salt Lake .City, Ut. 84101
801- 364 -4051
Op. Area EL KO
Ca/Por.: LINCOLN
Section: 11 I Tomshic 19N I Rego 116W
Project ID 128574
Scale AS SHOWN
Hemmen 0300 -A0 -1020
N 15123909.45`
E 1776619.35
586'33'32' W
26 .57'
2
N0.
12,/17/09,
3/11/09
DATE
WESTERN WYOMING RANGE
UMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES, LLC
S88'53 30"W 5272.45'
sec
RSS
BY
S80'26'071W
680.61'
575'27'03*W
94.54'
S59•54'06'W
9¢.92
S54'40'04"W
345.14
S48'44 °26"W
139.68'_
A t)
209' A
LAND PLAT
RUBY PIPELINE -Lid 300A
CROSSING WESTERN WYOMING RANGE
UMITED PARTNERSHIP BROADBENT
LAND RESOURCES, LLC PROPERTY
P0B
N 15125771.06
E 1781884.33
S52'12'31'W w
569.68' '�o
b
10
S69'13'05'W
164.17'
Re SED CERIERUNE
OWNER WE
orscmmpnow
3001W -1020
11 12
BC
21
0
8 °1 2
1 3
NOTE'S
1 The aeeompanoiy prat does not constitute a boundary survey. establIshoS by static
2. Easement centerline m not reprmant location of ire.
3: pant did not want a
nod easements moron.
f,75 absee atimu andd rsl 0 MAD 83 COORS 961 UTM Sons
12 North, =Iodated by NG5 OPUS.
5.) Pr o Re t N OPUS col�aAaUa�i 88 (Geoid 03) as determined
6.) Combined adjustment factor: 1.0007090047 (Grid to Ground).
7.) ClMoted coma' posltans as determined ken record
Information
on shorn en wadable GLO/BLMI pats. Seetkn roes
ars relative to the BUI GM or occupation roes in areas
where P155 canes were not found.
128574
PROJ. D
REVISIONS
RUBY LLC
Sheet 1 of 1
Typo ACAD
APAR.
Rev.
2
EXHIBIT "A"
Oct 27, 2009 10 :284%1
sou: r 1000'
0 500' 1009'
LEGEND
I1 FOUND
CO R
FOUND
f R
ND
CORNER
CALCULATED
CORNER
0 EASEMENT P.I.
BC BRASS CAP
AC ALUMINUM CAP
POB POINT OF BEGINNING
Dale E. Peterson
PE /LS 579
9
10 N89'59'15 "W 2624.16' FND BC N89'57'45 "E 2634.71'
REF. DWG: ME UST 110.: 1022
N
N 15120732.07
E 1771375.92
WESTERN WYOMING RANGE LIMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES. LLC
4654.02 FEET 282.06 RODS 5.342 ACRES
EASEMENT DESCRIP77ON
A 50.00 foot easement for pipeline purposes across a portion of the North J of Section 15, 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 North line of the Northeast Quarter of said Section 15, at coordinates N 15123350.18,
E 1774957.15 (grid). from which the Northeast Corner of said Section 15 bears N89'57'45 "E a distance of 1668.41
feet; thence S69'51'48"W a distance of 2536.24 feet; thence S34•30'59"W a distance of 2117.78 feet to a point on
the West line of the Northwest Quarter of said Section 15. at coordinates N 15120732.07. E 1771375.92 (grid), and
said centerline there terminating, from which the West Quarter Corner of Section 15 bears S00'12'07 "E a distance of
23.51 feet.
CER77FICA7E OF SURVEYOR
I, Dole 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 token 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.
P0B
N 15123350.18
E 1774957.15
WESTERN WYOMING RANGE
LIMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES. LLC
NOTES:
1668.41' (TIE)
1.) The accompanying plat does not consUWte a boundary survey.
2. Easement centerline may not represent Iocatlon of pipeline.
3. Client did not want rights—of —way and easements shown.
4. Bash of bearings Geodetic herrings as established by static
GPS observations and relative to NAB 63 (COBS 96). MN Zone
12 North. calculated by NGS —OPUS
5.) Protect elevations relative to NAVB BB (Geoid 03) as determined
from the some NGS —OPUS cdeulaton.
6.) Combined adjustment factor. 1.0007118050 (Grid to Ground).
9 7.) Calculated owner positions are determined keen record
bifonnolion as shown on available GLO/BUA plats Section lines
are relative to the BUA GLOB or occupation lies In areas
where PLSS corners were not found
SURVEYED AND PREPARED BY:
Cook Sanders Associates Inc
331 South Rio Grande Ave.. Suite 120
Salt Loke City, lit. 84101
801- 364 -4051
01v:oiere ROCKY MOUNTAIN
State: WYOMING
Oft: SRH
Chic DEP
Appr.
Date: 10/14/09
Date: 10/26/09
Date:
Op. Neo: ELKO
Co./Par.: UNCOLN
Section: 15 I Township 1911 I Range: 11604
Project ID: 128574
Scale: AS SHOWN
Filename
0300 —AU -1022
2
NO.
10/14/09
3/11/09
DATE
SRN
RS5
BY
REVISED CENTERUNE
OWNER NAME
DESCRIPTION
LAND PLAT
RUBY PIPELINE —LN 300A
CROSSING WESTERN WYOMING RANGE
LIMITED PARTNERSHIP BROADBENT
LAND RESOURCES, LLC PROPERTY
300AU -1022
128574
PROJ. ID
Sheet: 1 of 1
Type: ACAD
APPR.
REVISIONS
RUBY LLC
Rev.
2
.7:00397
EXHIBIT "A"
Oct 26. 2009 11:17A0.4
T
0
BC
AC
PCB
SCALE: 1' 1000'
a sao' Woo'
LEGEND
Onle F. Peterson
PE /LS 579
FOUND
CORNER
FOUND
QUARTER
CORNER
FOUND
CORNER
ttN
CALCULATED
CORNER
17
20
16
21
OZ r
s14'24'15'M
1.77'
N 15113889.17
01768763.39
E
n
N 15113889.17
E 1768763.39
FND BC
S14'24'15
EASEMENT P.I. 1.77'
BRASS CAP
ALUMINUM CAP
POINT OF BEGINNING
0
n
0
POB
N 15118072.66
E 177005299
N89'59'3B"W
1311.83' (TIE)
SO$70 9 "E
S03'38'29 "E
73.47'
S43'48'58"W
125.28'
S371 1'46101
122.79
0'
be o
S24'43'21"W
113.92'
4'
SO7'53'44"W
523.59'
239.39'
S32'13'39"W
WESTERN WYOMING RANGE
LIMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES. LLC
FND BC
1 5
21 2
FND BC
1
2' 8 N89'57'41 "W 2646.13 FND AC 28 27
WESTERN WYOMING RANGE LIMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES. LLC
4590.40 FEET 278.21 RODS 5.269 ACRES
EASEMENT DESCRIPTION
A 50.00 foot easement for pipeline purposes across a portion of the East )4 of Section 21, Township 19 North,
Range 116 West of the fith 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 North line of said Section 21. at coordinates N 15118072.66, E 1770052.99 (grid), from
which the North Quarter Comer of said Section 21 bears N89'59'38"W a distance of 1311.83 feet; thence S05'08'59 "E a
distance of 70.85 feet; thence 514'36'03"E a distance of 816.81 feet; thence S0338'29 "E a distance of 73.47 feet;
thence SOT53'44"W a distance of 523.59 feet; thence S32'13'39'W o distance of 239.39 feet; thence S43'48'58"W o
distance of 125.28 feet; thence S3711'46"W a distance of 122.79 feet thence S3713'40"W a distance of 1316.85 feet;
thence S24'43'21"W a distance of 113.92 feet; thence S19'56'37"W a distance of 1185.68 feet; thence S1424'15"W a
distance of 1.77 feet to point on the West line of the East XA of said Section 21, at coordinates N 15113889.17,
E 1768763.39 (grid), and said centerline there terminating, from which the South Quarter Corner of said Section 21
bears S00'18'16 "E a distance of 1104.70 feet
CER77F7CA TE OF SURVEYOR
I, Dole 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 plot /exhibit was prepared from field notes taken during on actual survey
made by Cook Sanders Associates or under my supervision in September 2009 and that this plot /exhibit correctly shows
the results of said field survey and that the monuments found ore accurate to the best of our ability and knowledge.
21
22
NOTES
1. The 0ccomp n plat do not constitute o boundary survey.
se
2. Eament a may not represent location of pipeline.
3. Client dW not want r hts-of -way and easements shown.
4, Bosh of bearings Geodetic bearings as established by static
CPS observations and relative to NA0 83 (TORS 96). U1M Zone
12 North, calculated by /405-OPUS.
Project elevations relative to NAID 88 (Geoid 03) as determined
from the some NCS -OPUS adculatlon.
0 Combined U0jualment factor. 1.0007077272 (0710 10 Ground).
7. Cattulated caner positions are determined from record
Information m shown on amiable 12.0/81.M plats Section roes
are relative to the BUA GLOB or oaapatlan Ries In areas
where PLSS corners were not farad.
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. 9N I Range: 116W
Oft: SRH
ChIc DEP
Aeon
Dote 10/14/09
Date: 10/26/09
Dote.
Op. Area: ELKO
Co./Pare
LRRCOLN
Project ID: 128574
Scala AS SHOWN
Filename:
0300 -AU -1024
NO.
10/14/09
3/11/09
DAZE
SRN
RSS
BY
REVISED CENIERUNE
OWNER NAME
DESCRIPTION
REVISIONS
LAND PLAT
RUBY PIPEUNE -LN 300A
CROSSING WESTERN WYOMING RANGE
LIMITED PARTNERSHIP BROADBENT
LAND RESOURCES, LLC PROPERTY
300AU -1024
128574
APPR.
RUB /WIPELINE LLC
Sheet 1 of 1 1 Rev.
Type: ACAD I 2
O'O'n.1398
EXHIBIT "A"
Oct 26, 2009 11:32AM
SCALE 1' 1000'
O 500' 100D'
LEGEND
FOUND
SECTION
CORNER
FOUND
CO
FOUND
S O I EER TM
CORNER TED
0 EASEMENT P.I.
8C BRASS CAP
AC ALUMINUM CAP
POB POINT OF BEGINNING
P08
FND BC N 15107501.79
29 28 E 1767208.64
N89'50'58 'E/ 2646.35'
3
11�
FND BC
551'56'44 "W
39.87'
N 15106340.16
O
01
03
E 1766160.90
1587.78' (TIE)
S11'57'291%
230.43'
S29'35'49 "W
153.06'
FND BC
WESTERN WYOMING RANGE
LIMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES, LLC
2 27
3 4
32 3 T19N
T18N
WESTERN WYOMING RANGE LIMITED PARTNERSHIP AND
BROADBENT LAND RESOURCES. LLC
1608.09 FEET 97.46 RODS 1.846 ACRES
EASEMENT DESCRIPTION
A 50.00 foot easement for pipeline purposes across a portion of the NW Y4 of Section 33, 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 North line of the Northwest Quarter of said Section 33, at coordinotes N 15107501.79,
E 1767208.64 (grid), from which the North Quarter Corner of said Section 33 bears N89'50'58"E a distance of
1587.78 feet; thence S11'57'29"W a distance of 230.43 feet; thence 529'35'49"W a distance of 153.06 feet; thence
S48'55'041W a distance of 1184.72 feet; thence S51'56'44"W a distance of 39.87 feet to o point on the West line of
the Northwest Quarter of said Section 33, at coordinates N 15106340.16, E 1766160.90 (grid), and said centerline
there terminating, from which the Northwest Corner of said Section 33 bears N00'31'51'14/ a distance of 1158.90 feet.
D ale F Petrrenn
PE /LS 579
33134
43
CERJ7FICA7E 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
mode by Cook— Sonders 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.
NO1ESt
1. The accompanying plat does not constitute a boundary survey.
2. Easement centerline may not represent location of pipeline.
1 Client did not want rests —of —way and easements shown.
4. Basis of bearings Geodetic bearings as established by stalk
CPS observations and relative to NAO 83 (CoRS 96), UT►t Zone
12 Nerth, calculated by NGS —OPUS
5.) Project elevations relative to NAVD 88 (Geoid 03) as determined
o from the some NOS—OPUS cdculotlon.
00/ 6.) Combined ad)sahnent factor: 1.0007024888 (Grid to Ground).
7.) Calculated comer positions are determined tom record
Information as sheen on available GLO/8131 plots. Section lines
are relative to the BLM GCDB or occupation lines In areas
where PLSS corners were not found.
SURVEYED AND PREPARED 8Y:
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: 33 I Township: 19N I Range 116W
Oft: SRH
Chk DEP
Mix
Dale 10/14/09
Data 10/26/09
Date:
Op. Area: EIJt0
Co. /Par.: UN OLN
Project ID: 128574
Scala: AS SHOWN
Filenam
0311e
0 —NJ -1027
N0.
10/14/09
3/11/09
DATE
SRN
RSS
BY
REVISED CE70TERUNE
OWNER NAME
DESCRIPTION
REVISIONS
LAND PLAT
RUBY PIPEUNE—LN 300A
CROSSING WESTERN WYOMING RANGE
UMITED PARTNERSHIP BROADBENT
LAND RESOURCES, LLC PROPERLY
300AU -1027
128574
Sheet 1 of 1
Type ACRD
PROJ. ID APPR.
RUBYVIPELINE LLC
Rev.
2
n04:1)399
EXHI B 1-m-2-Dx
EXHIBIT "B"
401
0 z