W_UTM14_0892

WJH1SDHU003

S_UTM14_17643

SJH1SDHU002

MAT

CHLI

NE

1

820+

00

21

30" O.D. X 0.386" W.T., API -5LX-70 W/FBE COATING30" O.D. X 0.438" W.T., API -5LX-70 W/FBE COATING 59'

12,708'

PIPELINE WARNING SIGNS 10 EACATHODIC TEST STATION 2 EAAERIAL MARKER 0 EA

PIPELINE MARKERS 0 EA

AS-BUILT ALIGNMENT

1. THE MAXIMUM OPERATING PRESSURE (MOP) IS 1440 PSIG.2. THE MINIMUM TEST PRESSURE WAS 1801 PSIG.

KEYSTONE MAINLINE (NPS 30 2009) ROSWELL SECTION

SPREAD 3B DISCIPLINE 03

SHEET 15 OF 20 SHEETS

STA. 1821+26 TO STA. 1951+66

UEI

LOYS ALVIN GRAY, III SD CE9004

1835

1835-03-ML-02-015 2

MA

TCH

LIN

E 1

821+

26

MA

TCH

LIN

E 1

951+

66

1945

+14

81'FBEO.C.

7

1880

+01

1880

+82

80'FBEO.C.

7

1876

+58

1877

+38

2

263'FBE

2

5,195'FBE

2

561'FBE

1951

+66

1821

+26

2

5,532'FBE

1831

+79

7.4

' CV

R.

1837

+14

6.4

' CV

R.

1856

+81

13.

1' C

VR

.

1826

+61

FE

NC

E

1827

+15

FE

NC

E

1829

+50

P.I.

10°

33'5

5" R

T.

1830

+99

P.I.

00°

25'1

5" L

T.

1834

+62

FE

NC

E

1834

+70

P.I.

05°

12'5

4" L

T.

1838

+83

P.I.

01°

06'3

8" L

T.

1841

+56

WA

TER

ED

GE

1841

+86

CL

WO

LF C

RE

EK

1842

+14

WA

TER

ED

GE

1842

+79

P.I.

01°

06'0

8" R

T.

1850

+17

FE

NC

E

1853

+94

P.I.

00°

35'4

5" L

T.18

54+4

4 P

.I. 0

1°08

'56"

RT.

1860

+24

P.I.

00°

03'0

4" L

T.

1861

+88

P.I.

00°

39'4

2" L

T.

1863

+72

OV

ER

HE

AD

1864

+48

FE

NC

E

1865

+62

FE

NC

E

1871

+83

P.I.

02°

36'3

2" R

T.

1872

+97

P.I.

11°

08'1

2" R

T.18

73+2

7 P

.I. 0

0°54

'32"

RT.

1876

+75

TE

LEP

HO

NE

LIN

E

1876

+77

ED

GE

OF

RO

AD

1876

+87

CL

PR

IVA

TE R

OA

D18

77+0

1 E

DG

E O

F R

OA

D18

77+1

6 F

EN

CE

(CH

AIN

LIN

K)

1880

+10

ED

GE

OF

RO

AD

1880

+20

CL

270T

H S

TRE

ET

1880

+30

ED

GE

OF

RO

AD

1880

+37

FE

NC

E

1906

+68

WA

TER

SU

PP

LY L

INE

1945

+95

FE

NC

E

PO

WE

RLI

NE

, HT.

=18'

1876

+44

FE

NC

E

1945

+46

RO

SW

L+

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

1820

+00

ML-SD-HU-0881.0000 ML-SD-HU-0883.0000 ML-SD-HU-0884.0000 ML-SD-HU-0885.0000 ML-SD-HU-0886.0000 ML-SD-HU-0887.0000 ML-SD-HU-0888.0000

MAT

CH

LIN

E

19

50+0

0

1825

+34

FE

NC

E

1825

+88

FE

NC

E

1828

+22

P.I.

10°

33'5

5" R

T.

1829

+69

P.I.

00°

25'1

5" L

T.

1833

+27

FE

NC

E

1833

+35

P.I.

05°

12'5

4" L

T.

1837

+45

P.I.

01°

06'3

8" L

T.

1840

+17

WA

TER

ED

GE

1840

+48

CL

WO

LF C

RE

EK

1840

+75

WA

TER

ED

GE

1841

+39

P.I.

01°

06'0

8" R

T.

1848

+74

FE

NC

E

1852

+46

P.I.

00°

35'4

5" L

T.18

52+9

6 P

.I. 0

1°08

'56"

RT.

1858

+69

P.I.

00°

03'0

4" L

T.

1860

+27

P.I.

00°

39'4

2" L

T.

1862

+11

OV

ER

HE

AD

1862

+86

FE

NC

E

1864

+00

FE

NC

E

1870

+96

P.I.

13°

42'2

2" R

T.18

71+3

4 P

.I. 1

1°08

'12"

RT.

1871

+64

P.I.

00°

54'3

2" R

T.

1875

+12

TE

LEP

HO

NE

LIN

E

1875

+14

ED

GE

OF

RO

AD

1875

+24

CL

PR

IVA

TE R

OA

D18

75+3

8 E

DG

E O

F R

OA

D18

75+5

2 F

EN

CE

(CH

AIN

LIN

K)

1878

+46

ED

GE

OF

RO

AD

1878

+56

CL

270T

H S

TRE

ET

1878

+66

ED

GE

OF

RO

AD

1878

+74

FE

NC

E

1905

+03

WA

TER

SU

PP

LY L

INE

1944

+29

FE

NC

E

PO

WE

RLI

NE

1874

+81

FE

NC

E

ML-SD-HU-0881.0000

ML-SD-HU-0883.0000 ML-SD-HU-0884.0000

ML-SD-HU-0885.0000ML-SD-HU-0886.0000

ML-SD-HU-0887.0000

ML-SD-HU-0888.0000

1833

+27

1848

+74

1864

+10

270T

H S

TRE

ET

RD

-SD

-HU

-088

5.00

00

1878+56

1931

+67

433RD AVENUE

1944

+30

1950

+00

1943

+80

RO

SW

L+

MAINLINE VALVE NO. ROSWL+36_8-A0-MLV-001 SEE DWG. 1835-01-ML-03-132

PRIVATE

ROAD

MP395

MP394

TOP OF PIPE

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

80'FBE

7

1932

+77

1933

+57

2

1,157'FBE

1946

+05FOR VALVE

ASSEMBLY MATERIALSEE DWG.

1835-01-ML-03-132

1

50'FBE

1864

+35

1862

+38

1861

+90

1856

+68

1856

+38

1841

+27

1834

+60

1827

+10

7 30" O.D. X 0.516" W.T., API -5LX-70 W/FBE COATING 241'

1

9'FBE

1945

+23

1945

+55

425A MAINLINE VALVE ASSEMBLY

32'

425A

MA

TCH

LIN

E 1

820+

00

MA

TCH

LIN

E 1

950+

00

ILTO-027-2010

LAT. 43.460545LONG. -97.541161

LAT. 43.474966LONG. -97.542502

TEST SECTION 3B-4

1924

+51

M.P

. 395

1871

+71

M.P

. 394

1846

+39

P.I.

00°

28'3

7" L

T.18

47+7

9 P

.I. 0

0°28

'37"

LT.

1870

+21

P.I.

02°

36'3

2" R

T.18

72+5

8 P

.I. 1

3°42

'22"

RT.

1828

+22

P.I.

10°

33'5

5" R

T.

1829

+69

P.I.

00°

25'1

5" L

T.

1833

+35

P.I.

05°

12'5

4" L

T.

1837

+45

P.I.

01°

06'3

8" L

T.

1841

+39

P.I.

01°

06'0

8" R

T.

1846

+39

P.I.

00°

28'3

7" L

T.

1852

+46

P.I.

00°

35'4

5" L

T.18

52+9

6 P

.I. 0

1°08

'56"

RT.

1858

+69

P.I.

00°

03'0

4" L

T.

1860

+27

P.I.

00°

39'4

2" L

T.

1870

+96

P.I.

13°

42'2

2" R

T.18

71+3

4 P

.I. 1

1°08

'12"

RT.

1871

+64

P.I.

00°

54'3

2" R

T.

1870

+21

P.I.

02°

36'3

2" R

T.

ROSWL+36_8-A0-MLV-001 (+32')

SEE NOTE #5

NATURAL GROUND SEE NOTE #5 SEE NOTE #5

WOLF CREEK

1 EA

11) TO DETERMINE THE MILE POST AT A GIVEN LOCATION, ADD THE 3D STATION NUMBER FROM THIS SEGMENT TO STATION NUMBER 18931+49 AND DIVIDE BY 5280.

M.P. 393.04 TO M.P. 395.51

36_8

-A0-

MLV

-001

36

_8-A

0-M

LV-0

01

MAINLINE VALVE ROSWL+36_8-A0-MLV-001

1835-01-ML-03-132425A

FOR

CO

NTI

NU

ATIO

N S

EE D

WG

.

1835

-03-

ML-

02-0

16

FOR

CO

NTI

NUAT

ION

SEE

DWG

.

1835

-03-

ML-

02-0

14

270T

H S

TREE

T

LAT. 43.45480063LONG. -97.54069679

1) ALL CHAINAGES ARE IN FEET UNLESS OTHERWISE SPECIFIED.

2) DATUM ELEVATION AND PROJECTION ARE BASED ON MEAN SEA LEVEL AND NAD 83.

3) FIELD PIPE LOCATING REQUIRED TO DETERMINE PLACEMENT OF PIPELINE WITHIN PERMANENT EASEMENT.

4) UNLESS OTHERWISE NOTED, 48 INCHES MINIMUM COVER EXCEPT 36 INCHES IN AREAS OF CONSOLIDATED ROCK.

5) NO ACTUAL AS-BUILT GROUND SHOTS WERE TAKEN AT THIS LOCATION. THE PROFILE REPRESENTS A PROJECTION FROM SHOTS TAKEN AT 150' TO 250' INTERVALS.

8) ORIGINAL IN-SERVICE DATE OF THE KEYSTONE PIPELINE (PHASE 1): JUNE 30, 2010.

9) CPS CALCULATION DATE: MAY 2010.

10) ORION STATION SERIES NUMBER: 1182700.

6) THE TYPE OF COATING APPLIED TO THE FIELD WELDS DURING THE ORIGINAL CONSTRUCTION WAS TWO COMPONENT LIQUID EPOXY. THE COATING PRODUCTS USED WERE DENSO 7200 OR SPC SP-2888.

7) THE SUBSTANTIAL CONSTRUCTION COMPLETION DATE, BASED ON CALIPER PIG RUN, WAS OCTOBER 31, 2009 FOR M.P. 343.98 TO 377.31, NOVEMBER 01, 2009 FOR M.P. 377.29 TO 403.97 AND AUGUST 17, 2009 FOR M.P. 403.90 TO 422.96.

MAINLINE VALVE ROSWL+36_8-A0-MLV-001

1835-01-ML-03-133 0

1945

+32

RO

SW

L+36

_8-A

0-C

KV

-001

1862

+06

WA

TER

ED

GE

1860

+45

WA

TER

ED

GE

1859

+42

CL

CR

EE

K18

57+8

8 C

L C

RE

EK

1856

+48

WA

TER

ED

GE

1854

+98

WA

TER

ED

GE

1943

+66

RO

SW

L+36

_8-A

0-C

KV

-001

10/02/228.0'

CV

R.

6.0'

CLR

. (A

BO

VE

)

5.5'

CV

R.

0.5'

CLR

. (A

BO

VE

)

2