W_SD_AERIAL_075W_SD_AERIAL_075

S_UTM14_1632

W_UTM14_AERIAL_15502

W_UTM14_AERIAL_15503

W_UTM14_AERIAL_18544

W_UTM14_AERIAL_18209

W_FSD_AERIAL_015

W_SD_AERIAL_015

S_UTM14_SD_038

MAT

CH

LIN

E

52

0+00

MAT

CH

LIN

E

65

0+00

520+

00

ML-SD-DY-0619.0000 ML-SD-CK-0620.0000

561+

46

ML-SD-CK-0621.0000 ML-SD-CK-0622.0000

614+

40

ML-SD-CK-0623.0000 ML-SD-CK-0624.0000 ML-SD-CK-0625.0000

650+

00

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) FERNEY SECTION

SPREAD 3B DISCIPLINE 03

SHEET 5 OF 20 SHEETS

STA. 520+39 TO STA. 650+49

UEI

LOYS ALVIN GRAY, III SD CE9004

1833

1833-03-ML-02-005 2

2

7

30" O.D. X 0.386" W.T., API -5LX-70 W/FBE COATING

30" O.D. X 0.516" W.T., API -5LX-70 W/FBE COATING

3 30" O.D. X 0.516" W.T., API -5LX-70 W/FBE COATING &12,557'

94'

360'

PIPELINE WARNING SIGNS 9 EACATHODIC TEST STATION 4 EAAERIAL MARKER 1 EA

PIPELINE MARKERS 0 EA

MP274

MP275

ML-SD-DY-0619.0000

(154

TH S

TREE

T)

NATURAL GROUND

TOP OF PIPE52

0+39

650+

49

CO

UN

TY R

OA

D 1

RD

-SD

-DY

-061

9.00

00

534+70

155T

H S

TRE

ET

RD

-SD

-CK

-062

1.00

00

587+93

413T

H A

VE

NU

ER

D-S

D-C

K-0

623.

0000

631+63

81' FBE & ARO

BR.

3

631+

23

632+

98

80' FBE BR.

7

587+

96

588+

76

119'FBE & ARO BR.

3

534+

55

535+

73

155T

H S

TREE

T

156T

H S

TREE

T

413TH AVENUE

80'FBE & ARO O.C.

3

643+

44

644+

24

526+

13

P.I.

00°

28'3

7" R

T.

530+

70

RO

AD

BA

R D

ITC

H,

532+

10

P.I.

00°

38'2

8" R

T.

533+

52

P.I.

02°

30'4

6" R

T.53

4+77

FE

NC

E

535+

00

ED

GE

OF

RO

AD

535+

10

CL

CO

UN

TY R

OA

D 1

535+

22

ED

GE

OF

RO

AD

535+

33

TELE

PH

ON

E L

INE

535+

49

FEN

CE

535+

79

UN

DE

RG

RO

UN

D

536+

52

P.I.

02°

49'1

4" L

T.

561+

86

P.I.

03°

41'1

2" L

T.56

1+87

FE

NC

E

566+

43

P.I.

03°

27'3

7" R

T.

571+

80

P.I.

00°

42'2

0" L

T.

587+

87

FEN

CE

588+

29

ED

GE

OF

RO

AD

588+

37

CL

155T

H S

TRE

ET

588+

47

ED

GE

OF

RO

AD

588+

62

UN

DE

RG

RO

UN

D

588+

64

TELE

PH

ON

E L

INE

588+

73

FEN

CE

614+

85

FEN

CE

615+

39

WA

TER

ED

GE

615+

69

CL

STR

EA

M61

5+86

W

ATE

R E

DG

E61

8+18

FE

NC

E

621+

05

FEN

CE

627+

99

P.I.

00°

46'2

2" R

T.62

8+01

U

ND

ER

GR

OU

ND

631+

47

TELE

PH

ON

E L

INE

631+

89

ED

GE

OF

RO

AD

632+

11

CL

413T

H A

VE

NU

E

632+

30

ED

GE

OF

RO

AD

643+

83

FEN

CE

MA

TCH

LIN

E

520+

39

525+

74

P.I.

00°

28'3

7" R

T.

530+

31

RO

AD

BA

R D

ITC

H

531+

70

P.I.

00°

38'2

8" R

T.

533+

12

P.I.

02°

30'4

6" R

T.53

4+36

FE

NC

E

534+

59

ED

GE

OF

RO

AD

534+

70

CL

CO

UN

TY R

OA

D 1

534+

82

ED

GE

OF

RO

AD

534+

92

TELE

PH

ON

E L

INE

535+

09

FEN

CE

535+

39

UN

DE

RG

RO

UN

D

536+

11

P.I.

02°

49'1

4" L

T.

561+

45

P.I.

03°

41'1

2" L

T.56

1+46

FE

NC

E

566+

01

P.I.

03°

27'3

7" R

T.

571+

37

P.I.

00°

42'2

0" L

T.

573+

54

42" N

OR

THE

RN

587+

85

ED

GE

OF

RO

AD

587+

93

CL

155T

H S

TRE

ET

588+

03

ED

GE

OF

RO

AD

588+

18

UN

DE

RG

RO

UN

D

588+

20

TELE

PH

ON

E L

INE

588+

29

FEN

CE

614+

40

FEN

CE

614+

94

WA

TER

ED

GE

615+

24

CL

STR

EA

M61

5+40

W

ATE

R E

DG

E

617+

72

FEN

CE

620+

59

FEN

CE

627+

52

P.I.

00°

46'2

2" R

T.62

7+54

U

ND

ER

GR

OU

ND

631+

00

TELE

PH

ON

E L

INE

631+

41

ED

GE

OF

RO

AD

631+

63

CL

413T

H A

VE

NU

E

631+

83

ED

GE

OF

RO

AD

643+

35

FEN

CE

630+

88

FEN

CE

632+

80

OV

ER

HE

AD

632+

32

OV

ER

HE

AD

MA

TCH

LIN

E

650+

49

1,417' FBE

2

5,223' FBE

2

4,246' FBE

2

625' FBE

2

1,046' FBE

2

14' FBE BR.

7

80'FBE & ARO BR.

3

632+

03

632+

17

ML-SD-CK-0620.0000

ML-SD-CK-0621.0000

ML-SD-CK-0622.0000

ML-SD-CK-0623.0000

ML-SD-CK-0624.0000

ML-SD-CK-0625.0000

535+

94

9.1'

CV

R.

643+

84

7.1'

CV

R.

528+

87

532+

16

561+

87

614+

8561

5+09

616+

81

619+

74

624+

5662

6+09

629+

87

ABRASION RESISTANT OVERCOAT

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

PO

WE

RLI

NE

PO

WE

RLI

NE

(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)

587+

43

FEN

CE

PO

WE

RLI

NE

(BA

RB

ED

WIR

E)

PO

WE

RLI

NE

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

PO

WE

RLI

NE

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

PO

WE

RLI

NE

(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)

631+

36

FEN

CE

PO

WE

RLI

NE

, HT.

= 2

0'

(BA

RB

ED

WIR

E)

PO

WE

RLI

NE

CO

UNT

Y R

OAD

1

(154

TH S

TRE

ET)

(154

TH S

TRE

ET)

(154

TH S

TRE

ET)

(35) (20) (34) (26)

643+

34

633+

11

P.I.

00°

25'3

4" L

T.63

3+59

P

.I. 0

0°25

'34"

LT.

LAT. 45.150359 LONG. -97.965607

LAT. 45.135885 LONG. -97.965553

622+

47

P.I.

03°

51'3

6" L

T.62

2+86

P

.I. 1

2°08

'19"

LT.

623+

25

P.I.

11°

44'3

5" L

T.62

3+65

P

.I. 0

3°42

'33"

LT.

622+

93

P.I.

03°

51'3

6" L

T.62

3+32

P

.I. 1

2°08

'19"

LT.

623+

72

P.I.

11°

44'3

5" L

T.62

4+12

P

.I. 0

3°42

'33"

LT.

642+

20

P.I.

03°

30'1

0" R

T.64

2+60

P

.I. 1

3°48

'51"

RT.

643+

15

P.I.

12°

27'5

9" R

T.

642+

68

P.I.

03°

30'1

0" R

T.64

3+08

P

.I. 1

3°48

'51"

RT.

643+

64

P.I.

12°

27'5

9" R

T.

520+

70

4.8'

CV

R.

640+

38

6.4'

CV

R.

525+

74

P.I.

00°

28'3

7" R

T.

531+

70

P.I.

00°

38'2

8" R

T.

533+

12

P.I.

02°

30'4

6" R

T.

536+

11

P.I.

02°

49'1

4" L

T.

561+

45

P.I.

03°

41'1

2" L

T.

566+

01

P.I.

03°

27'3

7" R

T.

571+

37

P.I.

00°

42'2

0" L

T.

627+

52

P.I.

00°

46'2

2" R

T.

622+

47

P.I.

03°

51'3

6" L

T.62

2+86

P

.I. 1

2°08

'19"

LT.

623+

25

P.I.

11°

44'3

5" L

T.62

3+65

P

.I. 0

3°42

'33"

LT.

633+

11

P.I.

00°

25'3

4" L

T.

642+

20

P.I.

03°

30'1

0" R

T.64

2+60

P

.I. 1

3°48

'51"

RT.

643+

15

P.I.

12°

27'5

9" R

T.

MA

TCH

LIN

E

520+

00

MA

TCH

LIN

E

650+

00

545+

04 M

.P. 2

74

BO

RD

ER

PIP

ELI

NE

57

3+96

42

" NO

RTH

ER

N

BO

RD

ER

PIP

ELI

NE

597+

84 M

.P. 2

75

632+

33

FEN

CE

TEST SECTION 3B-1ILTO-025-2010

M.P. 273.53 TO M.P. 276.00

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G.

1833

-03-

ML-

02-0

06

FOR

CO

NTI

NU

ATIO

N S

EE D

WG

.18

33-0

3-M

L-02

-004

CO

MP

AN

YC

OM

PA

NY

13' C

VR

.4.

5' C

LR. (

AB

OV

E)

10/02/08

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.

11) TO DETERMINE THE MILE POST AT A GIVEN LOCATION, ADD THE 3D STATION NUMBER FROM THIS SEGMENT TO STATION NUMBER 13922+16 AND DIVIDE BY 5280.

7) THE SUBSTANTIAL CONSTRUCTION COMPLETION DATE, BASED ON CALIPER PIG RUN, WAS OCTOBER 08, 2009 FOR M.P. 259.21 TO M.P. 301.75 AND OCTOBER 10, 2009 FOR M.P. 301.75 TO M.P. 343.98.

6.3'

CV

R.

SEE NOTE #5

10.1

' CV

R.

3.5'

CLR

. (A

BO

VE

)

8.0'

CV

R.

5.0'

CLR

. (A

BO

VE

)

5.6'

CV

R.

3.0'

CLR

. (A

BO

VE

)

5.6'

CV

R.

3.0'

CLR

. (A

BO

VE

)

7.5'

CV

R.

4.0'

CLR

. (A

BO

VE

)

6.7'

CV

R.

3.2'

CLR

. (A

BO

VE

)

632+

80

FEN

CE

(BA

RB

ED

WIR

E)

275