HomeMy WebLinkAbout1.05 Surface owner agreementsSURFACE OWNERS
1. BLM
2. Payton & Williams '"
3. Gardner
4. Payton
5. Battlement Mesa Partners
6. John Clem Jr. Trust y/
PIPELINE AND RIGHT OF WAY AGREEMENT
KNOW ALL MEN BY THESE PRESENTS: That Battlement Mesa Partners, P.O
Box 6000, Battlement Mesa, CO 8163 hereinafter called "Grantor", for and in
consideration of the sum of Ten Dollars ($10.00) and other good and valuable
consideration, the receipt and sufficiency of which is hereby acknowledged, do hereby
grant and convey unto EnCana Oil & Gas (USA) Inc., with an address of 370 17th
Street, Suite 1700, Denver, CO 80202, hereinafter called "Grantee", a non-exclusive
easement and right-of-way to locate, to lay, maintain, inspect, replace, erect, resize,
operate, and remove one or more pipelines and such drips, valves, fittings, meters, and
other equipment and appurtenances as may be necessary for the operation, over,
through, upon, under and across the following described lands in Garfield County,
Colorado to wit:
Township 7 South, Range 95 West, 6th PM
Section 16: SW4SW4 & Section 17: SE145E14
The easement and right-of-way granted is approximately twelve and one half feet
(12S) on either side of the center pipeline as it runs through the above referenced lands.
Grantee agrees that any pipeline installed shall be at a minimum depth of forty-eight
inches (48") below the surface of the ground. Grantee further agrees, upon completion of
the pipeline construction, to provide Grantor an 'as built' survey showing the exact plan
and profile of the pipeline location on the above reference lands.
TO HAVE AND TO HOLD: said easement and right-of-way from said Grantor,
unto Grantee until one (1) year following the abandonment of the pipelines installed
hereunder.
Grantee shall have all other rights and benefits necessary or convenient for the full
enjoyment or use of the rights herein granted.
Grantee hereby agrees to pay Grantor a one-time consideration, previously agreed
upon, as full consideration for the pipelines and right-of-way rights herein described.
Grantee hereby agrees that if the above lands are fenced, that Grantee will install
fences back to their original condition or better upon the premises. The parties intend for
this Agreement to provide restricted access.
Grantor shall have the right to use and enjoy the above-described premises,
subject to the rights herein granted. The pipeline right-of-way granted herein shall be
1
utilized for Grantee's oil and gas operations only and shall not be used for any other
purpose. Grantor shall not interfere with or impair or permit others to interfere with or
impair in any way the exercise of the rights therein granted to Grantee, and Grantor shall
not build, construct, or permit to be built or constructed, any structure or obstruction over
pipeline right-of-way_ All pipeline constructed and maintained under the terms of this
Agreement shall be constructed and maintained to the standards established by Bureau
of Land Management at the time said pipeline is constructed or maintenance work is
performed_
This Grant is a covenant running with the land and shalt be binding upon the
parties hereto, their heirs, devisees, representatives, successors and assigns; and the
rights, privileges and authorities herein granted shall be assignable together or separately
and in whole or in part.
This instrument covers the entire agreement between the parties, and no
representation of statements, verbal or written, have been made modifying, adding to, or
changing the terms of this Grant.
WITNESS the signature(s) of the parties hereto on this day of
2005.
GRANTOR:
Battlement Mesa Partners
By:
Its:
2
STATE OF
COUNTY OF
ACKNOWLEDGMENT
)
)§
)
The foregoing instrument was acknowledged before me on this day of
2005, before me personally appeared ,
known to me to be the persons described in and who executed the foregoing instrument,
and who acknowledged to me that they executed the same.
My Commission Expires:
Notary Public
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Battlerrlent Mesa Partners 1
I-
Fight—of—way Length Across Battlement
Meso Partners Property = 2,55392'
1 Sec. /6
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CORNER T7E NOTE: S".41
RO.P.7. 237+84.02 bears
N46:1577 [ 181014' from the
Sooffnresi Corner of Section 16.
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- Sect+en 1me
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COINER 17E NOTE.' I
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DESCRIPTION — Battlement Mesa Partners
(LW Aluminum Cop)
A PROPOSED PIPELINE RICHT-OF-WAY LOCATED IN SEC IONS 16 & 17. 175, R95W, 6Ih P.M GARfIELD COUNTY. COLORADO THE CENTERLINE OF SAIO
RICHE -0F -WAY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS.
BEGINNING AT A P0I141 141 THE SE 1/4 SE 1/4 Of' 17 SECTION. 175. R9515. 6TH P.M. w1i1C11 KARS N11'17'47'W 107.69' FR041 THE SOUTHEAST CORNER OF
SATO SEC1ION {BEING A 1952 ALUMINUM CAP); THENCE 512'79'41`W 108-49' TO THE GRANTOR'S SOUTH PROPERTY LINE DUNG THE SOUTH LINE OF THE SE
1/4 OF 5AI0 SECTION 17, THENCE ccATEN0N0 Al THE PON/ 0r BEGINNING N07'23.30 -L 330.52: THENCE 11102'15.32-W 518.51;' 71 -FENCE NO2'21'27'E
249.47;' THENCE 448'16'55'( 5.32' TO A POINT ON THE WE51 LINE OF THE SW 1/4 OF SECTION 15, T75. R9500. 6TH P.M. WHICH BEAR N00'37 -501W
1294.85' FROM THE 50UTHNE5T CORNER OF SAID SECTION 16; THENCE N48'16'551 50.51'; THENCE s64'52'131 583.71'; THENCE 559'56'47-E 675.12',
THENCE N85'57'231 24.77' 10 THE GRANTOR'S EAST PROPERTY LINE BEING THE EAST LINE OF THE SW 1/4 5W 1/4 04 SAID SECTION 16 WHICH BEARS
N46'35'77"E 1810.14' FRU4.4 THE SAID SOUTHWEST CORNER 0E SECTION 15. OASIS OF BEARINGS 15 THE EAST LINE or THE 51 1/4 OF SAID SECTION 17 WHICH
5 TAKEN FROM GLOBAL POSITIONING SATELLITE OBSERVATIONS TO BEAR NOO"37'50"W A MEASURED DISTANCE OF 2640.72' (THE EAST 1/4 CORNER Of SAID
SECTION 17 BEING A 1981 ALUMINUM CAP, LS 11043).
ENCANA GATHERING SERVICES (USA) INC.
WS) 70,151:1
T
Tri State
Land Surveying, Inc"
leo KWh' vERNAI AVE- VERNAL, U1A8 84078
LEGEND
. . SECTION CORNERS FOUNO
R.I. .PONT OF INTERSECTION
- POINT ON SECTION LINE
P-O.P.L- - POINT ON PROPERTY LINE
— • • — = PROPERTY LINE
High Mesa Pipeh e Extension
Across Battlement Mesa. Partners
Located in44.0.5.1.
Sections 76 & 17, T7S, R951l, 6th P M.
Garfietd County, Colorado
bTY.- 1.P.
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DATE: 10-17-05
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EACANA GATHERING SERVICES (USA) INC
Nip# Mina a .pelo. E*44.7441
BLM (USA)
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4174444 444411 41b1•Ao
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Land Surveying. Inc.
y 444 094141. 1214.. 414
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Sec. 17
- SE 1/4
.. �....�.... 77116 lVI
ff4 Comer
(19el .uumsr.+=
Cp, LS f104J)
1/16 Section Line
Battlement Mesa Part
SE 7/4 SE 7/4
TS
7/4 Section Line
N4e16'55"E 5.32j -
P,1. 224+15.
1.0221'22"E 249.47 I
P.I. 221+65.
212+84
P.I. 213+1
211+94 _ or000ge
N12'2 '41"E 108.45'
0
Right–of–way Length Across Battlement
Mesa Partners Property = 2,553.92'
Section cine
GCRA+ER 77£ NOTLr
P.OPL. 237464.02 dears
N46.35'2 E 187074` from the
Southwest Corner of Section 16.
Sec. 16
_..�.._Sif 1/4—.._
4816'55"E 66.51'
0,S4 224+19.59
CORMS'? 77E MOTE
P.O!SL 71,E+7070 dears
S89:38 OB'W 44- 40' from the
Southeast Comer of Section 17
Payton
SL 272+IQla
56956'47'E 675,12'
Battiernent Mesa. Partners
SW 7/4 SW l/C
CORNER 77E NOTE'
P.1 213476.59 bears 1,17172'77'W
70769' from the Southeast
Corner of Section 17.
1.> f6
Sada+ Caner 201
(1982 klwnaaWn C )
Section Line
b.LM. (U.S.A.)
DESCRIPTION -- Battlement Mesa Partners
A PROPOSED PIPEUNE RIGHT-OF-WAY LOCATED 1N SECTIONS 16 & 17, T7S, R95W, 6th P.M GARFIELD COUNTY. COLORADO. THE CENTERLINE OF SAID
RIGHT -OF --WAY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE SE 1/4 SE 1/4 OF 17 SECTION, 176, R95W, 6TH P.M. WHICH BEARS N11'12'17`W 107.69' FROM THE SOUTHEAST CORNER OF
SAID SECT1ON (BEING A 1982 ALUMINUM CAP); THENCE 51229'41"W 108.49' TO THE GRANTOR'S SOUTH PROPERTY LINE BEING THE SOUTH L1NE OF THE SE
1/4 OF SAID SECTION 17; THENCE COMENCING AT THE POINT OF BEGINNING NO2'23'30"E 330.52;' THENCE N0215'32"W 516,51;' THENCE NO2'21'22"E
249.47;' THENCE N4816'55-5 5.32' TO A POINT ON THE WEST LINE OF THE SW 1/4 OF SECTION 16. 776. R95W, 6TH P.M. WHICH BEARS N00'37'50"W
1204.85' FROM THE SOUTHWEST CORNER OF SAID SECTION 16; THENCE N48 -16.55 -E 60.51'; THENCE S89'52'13"E 583.21'; THENCE 589'58'47"E 675.12':
THENCE N88'57'23"E 24.77" TO THE GRANTOR'S EAST PROPERTY UNE BEING THE EAST LINE OF THE SW 1/4 SW 1/4 OF SAID SECTION 16 WHICH BEARS
N46'35'27"E 1810.14' FROM THE SAID SOUTHWEST CORNER OF SECTION 16. BASIS OF BEARINGS IS THE EAST UNE OF THE SE 1/4 OF SAID SECTION 17 WHICH
IS TAKEN FROM GLOBAL PCSIT10N!NG SAT LLITE OBSERVATIONS TO BEAR N00'37'50'44 A MEASURED DISTANCE OF 2640.22' (THE EAST 1/4 CORNER OF SAID
SECTION 17 BEING A 1981 ALUMINUM CAP,LS 11043).
ENCANA CATHERINC SERVICES (USA) INC.
High Mesa Pipeline Extension
Across Battlement Mesa Partners
Located in
Sections 16 & 17. T73. R95W, 6th P. M
Garfield County. Cotarado
(4s5]
7Tri State
Land Surveying, Inc.
180 NORTH VERNAL A. VERNAL, UTAH 84078
1-
SURIYE0 BY. IP SCALE.'
DRAWN Br LS OA 75;
DWC 05-0287 REv7SION:
1' 300'
70-17-05
LEGEND
= SECTION CORNERS FOUND
P -I. -• POINT OF INTERSECTION
P.O.S.L. POINT ON SECTION LINE
P.O.P,L. Q POINT ON PROPERTY LINE
— • a PROPERTY UNE
(4.3.3) 781-T.wJ
tTr% State
Land Surveying, Inc.
180 NORTH VERNAL AVE. VERNAL, UTAH 84078
SURVEYED Br T.P. _ , SCALE
DRAWN BV. LGS DATE-
OWG # 05-0279b REVISION.
1 " = 300'
10-70-05
Right-of-way Length Across Payton
Property = 3.315.83'
Battlement Mesa Partners
Section Line
P.61L 272+11470
Martin
—NE 1/4
IA9,3
144• :
t
I-.1
.q—
• LG
la
P-1 . 180+65.25
NI 2-29'41"E 173.66
P1. 216.36.44
209+48 — A'N'+o^y
Payton
NE 1/4 NE 1/4
1/1& Section Line
r
P,1. 205+73,52
N612819'* 162.38'
P,1. 293+91.14
P
P1. 200+0768
1403'50',7'9' 232,45'
Payton
St- 1/4 NE 1/4
P1, 197+75,23
900'32'44-E 271.72'
P,1. 195+0331
417750'32'£ 135.39'
P.1. 193+68.13
N35132997% 333.99'
-Sec. 20
DESCRIPTION -- Payton
SE' 1/4
9
o .s
[ARMOR 77E NOTE
P.0..SL. 212+10-10 bears
58938'08'W 44.40 from the
Northeast Comer of Section 20.
7/4 Section Line
Coe -new -2027
(198J Akxminurn Cop77
V
76
Set}epl Cara -
TJ
(1982 Aluminum Cop)
CORNER RE NO7E•
210+36 44 Gears 525'45'53"W
18858' from the Northeast
Corner of Section 20.
A PROPOSED PIPELINE RICHT-OF-WAY LOCATED IN SECTION 20, T7S, R95W, 6th P.M GARFIELD COUNTY, COLORADO. THE CENTERLINE OF SAID RIGHT-OF-WAY
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE GRANTORS WEST PROPERTY UNE BEING THE WEST L1NE OF THE SE 1/4 SE 1/4 OF SECTION 20. T7S, R95W, 6th P.M. WHICH
BEARS N74'11'20"W 1359,68' FROM THE EAST 1/4 CORNER OF SAID SECTION (BEING A 1983 ALUMINUM CAP), THENCE N71'41'48"E 170.98'; THENCE
S71'S6'48'E 216.77'; THENCE N40'50'32"E 253.56'; THENCE N881)3'07"E 176.58'; THENCE N71'34'OO"E 321.98'; THENCE N35'02'07'E 333.99'; THENCE
N17'50'32'E 135.38'; THENCE N00'32'44'E 271.72'; THENCE NI3-50'47'W 232.45'; THENCE N01'59'12'E 383.46'; THENCE N61'20'25-8 182.38'; THENCE
N10 -27'53 -E 462.92'; TO A POINT IN THE NE 1/4 NE 1/4 OF SAID SECTION WHICH BEARS 525'45'53"w 188,58' FROM THE NORTHEAST CORNER OF SAID
SECTION (BEING A 1982 ALUMINUM. CAP); THENCE N12'29'417 173.66' TO THE GRANTOR'S NORTH PROPERTY LINE BEING THE NORTH LINE OF THE NE 1/4 OF
SAID SECTION WHICH SEARS S89'38'08'W 44.40' FROM THE SAID NORTHEAST CORNER OF SECTION 20. BASIS OF BEARINGS IS THE EAST LINE OF THE NE 1/4
OF SAID SECTION 20 WHICH IS TAKEN FROM GLOOAL POSITIONING SATELLITE OBSERVATIONS TO BEAR NO1'07'55'W A MEASURED DISTANCE OF 2655.86'.
ENCANA GATHERING SERVICES (USA) INC.
High Mesa Pipeline Extension
Across Payton
Located in
Section 20. r7S,. R95W, 6th P. M.
Garfield County, Colorado
LEGEND
V = SECTION CORNERS FOUND
P-1. = POINT OF INTERSECTION
P.O.S.L = POINT ON SECTION LINE
P.D.P.L. = POINT ON PROPERTY LINE
• • — - PROPERTY LINE
SUR1rrE0 se: 7.P.
0RAWN Br: L.C.S.
DWG ,f 05-0289
SCALE' 7" = J00"
DATE: 10-18-05
REV15J0AL'
1
NW 1/4—
I
Right-of-way Length Across Gardner
Property = 2,775.25'
n ei
4,4 ei
71-•
1/16 Section Line
Gardner
SE 1/4 NW 7/4 Gardner
o a
n v
WI 6
+ n +1.n
1. n •
.... : + ,
fi
ei _ a za'
'`'�' m iaen m
— - - NE 1/4— —
SW 7/4 ME 1/4
Centerline of
Proposed Pipeline
Right -of -Way
1/4 Section Line
Payton & Williams
CORNER TIE NO
P.L7.P.L. 1511-19.02 bears
58950'6"W 1202.22' from the
Center Corner of Section 20.
DESCRIPTION — Gardner
Con ear Cormx
Sec 20
099 .sw.rthmurn
cern, LS 31143)
A PROPOSED PIPELINE RIGHT-OF-WAY LOCATED IN SEC110N 20,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
m
'2 rPl : £rioting Ptgrne
o p n '(
$-
Sec. 20
5.7
•
:�
—IL
CORNER PE Nom
PO.P,L_ 178+94.27 bears
N 74 71 70"W 135g.68. from the
East 7/4 Carney of Section 20
T75, R45W, 6th P.M GARFIELD COUNTY, COLORADO. THE CENTERLINE OF SAID RIGHT-OF-WAY
BEGINNING AT A POINT ON THE GRANTOR'S SOUTH PROPERTY LINE BEING THE SOUTH UNE OF THE SE 1/4 NW 1/4 OF SECTION 20. 175, R95W, 6th P.M.
SAID POINT BEARS 589'50`26"W 1202.22' FROM THE CENTER 1/4 CORNER OF SAID SECTION (BEING. A 1999 ALUMINUM CAP, LS 31143). THENCE N36'04'24"E
139.13'; THENCE N71*49'01"E 86.99'; THENCE N4220'24"E 177.88'; THENCE N26'35'58'E 100.49'; THENCE N62'40.41"E 179.67'; THENCE S83'57'29"E
160.98'; THENCE 582'06'09"E 132.58'; THENCE 589'34'32"E 142,38'; THENCE N85'02'47"E 115.45'; THENCE S55'50'47"E 118.01'; THENCE S67'32'22"E
62.39'; THENCE 580'55'10"E 113.12'; THENCE 556'33'13"E 158.34'; THENCE S76'51'24'E 60.51'; THENCE N80'33'54"E 181.25'; THENCE N86'02'58'E
234.09'; THENCE N7$"44'36"E 505.67'; THENCE N71'41'48"E 90.94' TO A POINT ON THE GRANTOR'S EAST PROPERTY LINE BEING THE EAST LINE OF THE SW
1/4 NE 1/4 OF SAID SECTION SAID POINT BEARS N74'11'20"W 1359.68' FROM THE EAST 1/4 CORNER OF SAID SECTION (BEING A 1983 ALUMINUM CAP).
BASIS OF BEARINGS IS THE EAST UNE OF Ti{E NE 1/4 OF SAID SECTION WHICH IS TAKEN FROM GLOBAL POSITIONING SATELLITE OBSERVATIONS TO BEAR
N01'07'55"W A MEASURED DISTANCE OF 2658,86' (THE NORTHEAST CORNER OF SAID SECTION BEING A 1982 ALUMINUM CAP).
ENCANA GATHERING SERVICES (USA) INC.
High Mesa Pipeline Extension.
Across Gardner
Located in
Section 20, ?'7S, R95W. 6th P.M.
Carfteld County, Colorado
(4 5) 7dY-25ot
fTri State
Land Surveying, Inc.
180 NORTH VERNAL AVE. VERNAL,. UTAH 84078
LEGEND
• - SECTION CORNERS FOUND
P.I. POINT OF INTERSECTION
= POINT ON SECTION LrNE
P.O.P.L. = POINT ON PROPERTY LINE
— .. — = PROPERTY LINE
I
Come,� 7912
Sxhon
0'912 Bross Cgnf,
1,'4 cc 7,44, 19}?a
( Cep)
1/4 Section Line
Payton & ldic,an.s
NW 1/4 SW 7/4
Payton & Williams
SW 1/4 SW 1/4.
M61�1 rZ E�7'f1~
P. 115+06.47
N
N
P.. 146419.78
P.1. 111#64.40
1183'43'45"E 474.73'
51573'1 'W
N72'09'4YE 173.
1/f6 Section Line
Gardner
-Sec. 20
CORNER 17E NOTE.
6.0.P.L. 151+2202 bears
S89'42'487 1499,92' from the
west 1/4 Comer of Section 20
Payton. & Wilt/ants
NE 1/4 SW 1/4
1/16 Section Line
SW 1,/'4— — • - —•-— —..—..
Right—of—way Length Across Payton
& Williams Property = 4.087.73'
Section Line
P.OSL 1104-J1.29
B.L.M. (U.S.A.)
DESCRIPTION — Payton & Williams
A PROPOSED PIPELINE RIGHT-OF-WAY LOCATED IN SECTION 20, T75. R95W, 6th P.M GARFIELD COUNTY, COLORADO. THE CENTERLINE OF SAID RIGHT--OF-WAY
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE SW 1/4 SW 1/4 OF SECTION 20, T7S, R95W, 6th P.M. WHICH BEARS N81'51'22"E 878.13' FROM THE SOUTHWEST CORNER OF
SAID SECTION (BEING A 1912 BRASS CAP); THENCE 51513'19'W 133.11' TO THE GRANTOR'S SOUTH PROPERTY LINE BEING THE SOUTH LINE OF THE SW 1/4
OF SAID SECTION 20, THENCE COMMENCING AT THE POINT Or BEGINNING N12'52.30'W 342.57'; THENCE N29'23'25"W 496.21'; THENCE N13'12'24"W 299.38';
THENCE N28'08'48'W 264.59'; THENCE N13'29'31'W 313.07'; THENCE N12'31'41 -W 327.70'; THENCE N10'44'08"W 453.86'; THENCE N73'35.30"E 391.62';
THENCE 586'43'32"E 569.38'; THENCE N83'43'45"E 174.73'; THENCE N72'09'42"E 173.50'; THENCE N36'04'24"E 151.01' TO A POINT ON THE GRANTOR'S
NORTH PROPERTY LINE BEING THE NORTH LINE OF THE SW 1/4 OF SAID SECTION WHICH PONT BEARS 589'42'48"E 1499.82' FROM THE WEST 1/4 CORNER OF
SAJD SECT1ON (BEING A BRASS CAP). BASIS OF BEARINGS 15 THE EAST LINE OF THE NE 1/4 OF SECTION 30. 175, R95W, 6TH P.M. WHICH IS TAKEN FROM
GLOBAL POSITIONING SATELLITE OBSERVATIONS TO BEAR N00'02`12"E A MEASURED DISTANCE OF 2574.97'.
ENCANA GATHERING SERVICES (USA) INC.
High Mesa Pipeline Extension
Across Payton a Ffiltiams
Located in
Sections 20, T75, R95W, 6th P. M-
Cu:rfi.eld County, Colorado
(435) 2e1 -25o1
%'Tri State
Land Surveying, Inc.
160 NORTH VERNAL AVE. VERNAL, UTAH 84078
5uRIrWYEo FIY 7'P SCALE.
DRAM., BY L- C. S OA7E
001" ' 05-02179 REVISION.'
1' = 300
10-03-05
LEGEND
• SECTION CORNERS FOUND
P.I. POINT OF INTERSECTION
P. O. S.L.. = POINT ON SECTION LINE
P.O.P.L. = POINT ON PROPERTY LINE
— • • — F PROPERTY LINE
_..-NW 1/4-
5
1
1
Tr4. S4clb'. 447.
1
3
"I
1.
I AI
11 I
S
Sec. 16
Ag
r e J CM4440I97.. of
Pr5 O f41 Pipeline
BLN. (tl.SA.}
AC 4'/'4 S4 1/.
410-.13 • I.w=sr.
I
r•
NC Aye'
]27+64.0144444
N44 25772' 1840 Pr' haw 144
Sa.4n..sl G+.1' 01'
Bottt.m.ni Mirou Portn6T6
1
zat (US A.)
SE 4'/4 SW 4/14
5 tl/ .
4
•
5 e49l, 5'6
09 1/4 SE 1/
f/P6 5..14.014 4.49
tight -of -.ay Length AC6 66 &uM. (U.5.&)
Property - 4.065.70'
NW 1/4- - - ._...
8.1...0(U.,'4) %
4!
fil
COMP 714.44000 i
End 576 ]4.46494 6.... .
A4.11)I975379.4.°how Mt
Ware V. Cowie 01 S.Ctibn 15 I
t k t
$W P/. WW 7/4
Jahn Clem /T•. TTust
CEwAaP Pre AD7r.
ARA.4. 264+49 72 44.4'
..444:4.752T 4'31429' +.041 PM
T1494 7/4 544„4' PI SKI*. 15
s.e1en 1..
COINER 15 WYE
e 26.2+56 41 ..4ra 02-24.40 -.5
a0 44' 4' ' ,r. 4Ma,
.4 5.e1#. 15
EWCAWA GATHERING SERVICES (USA) 1NC.
High Masa Pipeline Zdaruisn
Across B.LM (U.S.A.)
Locoled t:n
S4cttan 16 Is 16, 779, 8956'. Sth P.N.
Col -Aoki County, C6iorada
B.L.M. (U.S.A.)
RW
7.4 SN f/4
-Sec. 15
DESCRIPTION - (u,s.A,)
A PROPOSED A6v1y1NE 6044 -OE -WAY =ATM 64 SECTIONS 75 k t4, 175, 4$SW, 64.4 DIA
CAD7TELO O21175. CCLOCA00. 544 { 6T46UNE Or 5440 46441-04.-WA7 SONG 1404E
4'495 4..A1.5 OESCRSCO AS.. FOL60.5t
6E4INN610 AT A PONT ON THE Gentrte'S 14450 6W0E15Tr LINE SIONC THE WEST VINE 06
7HC SE 4/4 SW 1/4 OT SECTIO: 16. 475, 6550, IN P,44. AAAO. 64495 4146'35.271
1616.14` ma, 160E 50UA111EST CORNER OF 5A10 SECWON 16 (Mr)NO A 1062 4LN61411Y
CAPS ININCE x667723'4 461.00'. MANCE 454172'C3'0 700.051 7HFNCE 566.400'54'0
306.21'; 1114444E 56237110 2245.00'; 440x50 446635°05'0 369.15 74460E 577106'30.0
254.271 TNpICE 57733'10-E 216.31': 1146N44 1460.1(2rZ 266.31'1 4107444 Na4.49'34•E
326.97'1 THENCE 44+T70'02`E 060.13': THENCE 1427174'31"E 109.70'; 1140645E x25111°20'0
3M.00': 1H4NGE 643'40'43'0 45:01': Theta N57774YE 53.101: 1410x50 N6630'56 -E
164.54': 1444)00 N55/4.14'5 s27.55: 14044E 412545'00'4 77.41'; 740145E x563]'41 -E
414.64'; 1HENCE 1452374'54"0 254.00 TO A PWNt 61 111E Nw 1/4 51. 1/4 CI SECTION 15,
176, 6556. 6714 6.44, 14W0+ POINT MEMS 56276'50.0 60.11' new THE M.C51 1/. 06 5115
5EC1I73N 15 (6014'40 A 1063 C41#, THENCE N6734'10E 167.61'; THENCE 7.55.5'43,46.5
304.65': 114EN55 56920'274 16175': TNENCX 96676.31E 311.76"; 5446150 74663072"E
214.69. 144x00 464'10'44`6 26.44' TO 60467 ON 144E 014670R'S EAST PR60RTY UNE
6UNO 144 EAST LINE OF 1444 514 1/4 ww 7/4 OF 5x0 5E41)41 15 101 64465
666.33'23.4 1330.20" rem 111E 540 44E51 1/4 C0501511 06 505104 IL MASS OT
6544465 IS 711E 1057 LI4S 4' T4C Sw I/4 Or SEC770N 1E, 47s, NO5r1, 114 D.N. 44.o..5
4H04 PROW CLO@4L 4'057107+40 SATELLITE CM54RYA11Q40 00 67246 5400'27'50'w A
NEAS16E0 DISTANCE OF 2640.2.7' 1744[ TEST 4/4 C0f84ER CF 5140 54.01141 15 MONO A
1969 AL46441.51 cow. L5 11047 NCO 744E 50141144171 cONN(R OF SAO SECTION 16 DUNG A
1462 44,4.449514 5497.
1'i Stade I42y 6 a1'
Land Surveying, Inc.
M 62676 WA., 410. 470144. 4740* 64671
ISO.tE
5494(190 iP6 Y.F. : r`-
H�4ale
OM NM 941 ne4,0m4. p4. ll' 40-49-
0R4" / 0.-1291 RE
LEGEND
• - 5ECT10N CORNERS 40.045
62. - 651641 Cr 74TER5445071
POINT ON 5507141 LINE
1'.0.1°.17 - PONT 414 6406454'r u4i
- 6404'0674 UNE
(135) 7a1-21el
tTri State
Land Surveying, Inc.
3 180 NORTH VERNAL AVE. VERNAL. UTAH 84078,
SURvE"YE'O 8Y
LP
SCALE.
1
3o
ORA WN 81`. L.C.S.
OATE.•
10--17.05
DWG
J
05-0290
REVISION:
)TION — John Clem Jr. Trust
❑ PIPELINE RIGHT-OF-WAY LOCATED IN SECTION 15, T7S, R95W, 6th P.M
'(UNTY, COLORADO. THE CENTERLINE OF SAIO RIGHT-OF-WAY BEING MORE
ILY DESCRIBE° AS FOLLOWS;
AT A POINT ON THE GRANTOR'S WEST PROPERTY LINE BEING THE WEST LINE OF
1 NW 1/4 OF SECTION 15, T7S, R95W, 6TH P.M. WHICH BEARS N8633'2rE
ROM THE WEST 1/4 CORNER OF SAID SECTION (BEING A 1983 CAP); THENCE
535.42'; THENCE S8917'33`E 273.26'; THENCE N89'0310'E 283.70'; THENCE
592.65'; THENCE S8818'SOrE 46.09'; THENCE N84`05'21"E 369.54'; THENCE
335.58'; THENCE N68"16'09"E 267.59"; THENCE N48'43'26"E 288.88'; THENCE
277.57'; THENCE N34`47'06"E 202.69'; THENCE N21'58'50"E 237.53'; THENCE
288.74'; THENCE N34'20'59"E 817.98' TO A POINT IN THE NE 1/4 NE 1/4 OF
)N WHICH BEARS N6B'02'39'E 5579.64' FROM THE SAID WEST 1/4 CORNER OF
. BASIS OF BEARINGS iS THE WEST LINE OF THE SW 1/4 OF SECTION 16, T7S,
P.M. WHICH IS TAKEN FROM GLOBAL POSITIONING SATELLITE OBSERVATIONS TO
17'50"W A MEASURED DISTANCE OF 2640.22' (THE WEST 1/4 CORNER OF SAIO
BEING A 1981 ALUMINUM CAP, LS 11043 AND THE SOUTHWEST CORNER OF SAIO
BEING A 1982 ALUMINUM CAP).
John Clem Jr. Trust
SE 1/4 NW 1/4
•
1/4 Section L/,ie — —
7E NONE:
861.49.72 bears
E 1338.29' from the
Corner of Section 15.
'06'£ 597.65'
CORNER 77E NOTE
End Sto. J44+66 94 bears
N68t72:39 E 557964' from the
Wes! 1/4 Comer o/ Section 15
V
1/16 Section Line
John Clem Jr. Trust
SW 1/4 NE 1/4
n
ENO OP PROPOSED ---111.51211/
PIPELINE RIGHT-OF-WAY /
STA. 344+66.94 /
(Al Exisli'1 Pryre ho)
John Clem Jr. Trust
NE 1/4 NE 1/4
A t
h
a /
� $N
N � x
—NE 1/4-
N64135'411 369,54' Ex
-Sec. 15
t�Exs g Rood
ENCANA GATHERING SERVICES (USA) INC.
High Mesa Fipetine Extension
Across John Clem Jr. Trust
Located in
Section 15, T7S, R95W, 6th P.M.
Carfield County. Colorado
/
n
+x
/
8 8 - /
I
n /
r! d
John Clem Jr. Trust
/ SE 1/4 N£ 1/4
/
/
Centerline of
Proposed Pipeline
Right—of—Way
Right--of—Way Length Across John Clem
Jr. Trust Property = 4,817.22'
LEGEND
11 - SECTION CORNERS FOUND
P.I. = POINT OF INTERSECTION
P.O.S.L. POINT ON SECTION LINE
P.O.P.L. = POINT ON PROPERTY LINE
-
-••— o PROPERTY UNE
y�
C
4 1
1
I 1
4
,j .:::
f NM, Mux - tK+Ya
1
i
mmo
1