W_SDFWS_1350

W_SDFWS_1352

W_SDFWS_1351

217X,1-5

W_SDFWS_1353

S_UTM14_AERIAL_15713

SSC6SDMI302

S_UTM14_AERIAL_18184

S_UTM14_AERIAL_15708

W_UTM14_AERIAL_5818

W_UTM14_AERIAL_18186

W_UTM14_AERIAL_18187

W_UTM14_AERIAL_15714W_UTM14_AERIAL_15706

W_UTM14_SD_15707

2080

+00

ML-SD-MN-0768.0000 ML-SD-MN-0769.0000

2107

+21

ML-SD-MN-0770.0000

2131

+18

ML-SD-MN-0771.0000

2144

+98

ML-SD-MN-0772.0000 ML-SD-MN-0773.0000

2187

+00

ML-SD-MN-0774.0000 ML-SD-MN-0775.0000

2210

+00

2211

+26

MAT

CH

LIN

E

208

0+00

MAT

CH

LIN

E

22

10+0

0

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) CARPENTER SECTION

SPREAD 3B DISCIPLINE 03

SHEET 17 OF 20 SHEETS

STA. 2081+17 TO STA. 2211+26

UEI

LOYS ALVIN GRAY, III SD CE9004

1834

1834-03-ML-02-017 2

23

30" O.D. X 0.386" W.T., API-5LX-70 W/FBE COATING30" O.D. X 0.516" W.T., API-5LX-70 W/FBE COATING &

30" O.D. X 0.516" W.T., API-5LX-70 W/FBE COATING7

12,694'40'

PIPELINE WARNING SIGNS 8 EACATHODIC TEST STATION 3 EAAERIAL MARKER 0 EA

PIPELINE MARKERS 0 EA

NATURAL GROUND

TOP OF PIPE

2

2,379'FBE

MP352

80'FBEBR.

7

2104

+96

2105

+76

76'FBEBR.

7

2160

+11

2160

+87

40'FBE & ARO

BR.

3

2159

+71

119'FBEBR.

7

2193

+35

2194

+54

229T

H S

TRE

ET

RD

-SD

-MN

-076

8.00

00

2104+18

230T

H S

TRE

ET

RD

-SD

-MN

-077

2.00

00

2159+02

424T

H A

VE

NU

ER

D-S

D-M

N-0

774.

0000

2192+72

ML-SD-MN-0768.0000

229T

H S

TREE

T

MA

TCH

LIN

E

221

1+26

MA

TCH

LIN

E

208

1+17

2081

+17

2103

+83

FE

NC

E

2104

+07

ED

GE

OF

RO

AD

2104

+18

CL

229T

H S

TRE

ET

2104

+29

ED

GE

OF

RO

AD

2104

+59

FE

NC

E

2107

+21

FE

NC

E

2117

+14

FE

NC

E

2131

+18

FE

NC

E

2135

+50

BE

GIN

SLO

UG

H21

35+8

0 C

L S

LOU

GH

2136

+19

EN

D S

LOU

GH

2140

+13

P.I.

06°

17'3

3" L

T.21

40+3

1 P

.I. 0

0°56

'05"

RT.

2144

+98

FE

NC

E

2158

+64

FE

NC

E

2158

+69

OV

ER

HE

AD

2158

+92

ED

GE

OF

RO

AD

2159

+02

CL

230T

H S

TRE

ET

2159

+14

ED

GE

OF

RO

AD

2159

+39

FE

NC

E

2159

+54

WA

TER

SU

PP

LY L

INE

2159

+64

OV

ER

HE

AD

2168

+97

FE

NC

E

2170

+93

FE

NC

E

2187

+00

FE

NC

E

2189

+78

P.I.

05°

50'0

0" L

T.21

90+1

8 P

.I. 1

2°56

'34"

LT.

2191

+98

TE

LEP

HO

NE

LIN

E

2192

+29

FE

NC

E

2192

+62

ED

GE

OF

RO

AD

2192

+72

CL

424T

H A

VE

NU

E21

92+8

1 E

DG

E O

F R

OA

D21

93+1

2 F

EN

CE

2195

+04

P.I.

02°

14'5

3" R

T.21

95+5

3 P

.I. 1

3°56

'40"

RT.

2195

+92

P.I.

14°

33'3

8" R

T.

2200

+19

TO

P B

AN

K

2200

+74

CL

DR

Y D

ITC

H22

01+1

8 T

OP

BA

NK

2205

+57

P.I.

03°

04'3

6" R

T.

2105

+02

FE

NC

E

2105

+26

ED

GE

OF

RO

AD

2105

+37

CL

229T

H S

TRE

ET

2105

+48

ED

GE

OF

RO

AD

2105

+78

FE

NC

E

2108

+40

FE

NC

E

2118

+34

FE

NC

E

2132

+39

FE

NC

E

2136

+70

BE

GIN

SLO

UG

H21

37+0

0 C

L S

LOU

GH

2137

+40

EN

D S

LOU

GH

2146

+19

FE

NC

E

2159

+86

FE

NC

E

2159

+91

OV

ER

HE

AD

2160

+14

ED

GE

OF

RO

AD

2160

+24

CL

230T

H S

TRE

ET

2160

+37

ED

GE

OF

RO

AD

2160

+62

FE

NC

E

2160

+77

WA

TER

SU

PP

LY L

INE

2160

+86

OV

ER

HE

AD

2170

+20

FE

NC

E

2172

+16

FE

NC

E

2188

+23

FE

NC

E

2193

+23

TE

LEP

HO

NE

LIN

E

2193

+53

FE

NC

E

2193

+86

ED

GE

OF

RO

AD

2193

+96

CL

424T

H A

VE

NU

E21

94+0

6 E

DG

E O

F R

OA

D21

94+3

6 F

EN

CE

2201

+44

TO

P B

AN

K

2202

+00

CL

DR

Y D

ITC

H22

02+4

3 T

OP

BA

NK

ML-SD-MN-0769.0000

ML-SD-MN-0770.0000

ML-SD-MN-0771.0000

ML-SD-MN-0772.0000

230T

H S

TREE

T

ML-SD-MN-0773.0000

ML-SD-MN-0774.0000

ML-SD-MN-0775.0000

424TH AVENUE

2140

+13

P.I.

06°

17'3

3" L

T.21

40+3

1 P

.I. 0

0°56

'05"

RT.

2189

+00

P.I.

05°

38'4

3" L

T.21

89+4

2 P

.I. 1

0°14

'54"

LT.

2195

+04

P.I.

02°

14'5

3" R

T.21

95+5

3 P

.I. 1

3°56

'40"

RT.

2195

+92

P.I.

14°

33'3

8" R

T.

2205

+57

P.I.

03°

04'3

6" R

T.

275'

2

5,395'FBE

2

3,248'FBE

2

1,672'FBE

2085

+84

6.2

' CV

R.

2093

+30

5.9

' CV

R.

2102

+20

6.7

' CV

R.

2126

+45

5.7

' CV

R.

2137

+63

6.6

' CV

R.

2158

+97

5.1

' CV

R.

2182

+93

6.1

' CV

R.

2191

+58

5.8

' CV

R.

2194

+43

8.0

' CV

R.

2201

+84

6.5

' CV

R.

2205

+16

6.6

' CV

R.

PO

WE

RLI

NE

PO

WE

RLI

NE

PO

WE

RLI

NE

, HT.

= 3

5'

ABRASION RESISTANT OVERCOAT

217

0+19

218

8+22

2141

+34

P.I.

06°

17'3

3" L

T.21

41+5

2 P

.I. 0

0°56

'05"

RT.

2191

+02

P.I.

05°

50'0

0" L

T.21

91+4

2 P

.I. 1

2°56

'34"

LT.

2196

+29

P.I.

02°

14'5

3" R

T.21

96+7

7 P

.I. 1

3°56

'40"

RT.

2197

+17

P.I.

14°

33'3

8" R

T.

2206

+83

P.I.

03°

04'3

6" R

T.

MP351

(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)

(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)

(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)

2200

+19

P.I.

00°

31'0

1" L

T.

2196

+33

P.I.

02°

44'4

3" R

T.

2189

+78

P.I.

05°

50'0

0" L

T.21

90+1

8 P

.I. 1

2°56

'34"

LT.

2200

+19

P.I.

00°

31'0

1" L

T.

2196

+33

P.I.

02°

44'4

3" R

T.

2189

+42

P.I.

10°

14'5

4" L

T.21

89+0

0 P

.I. 0

5°38

'43"

LT.

2201

+44

P.I.

00°

31'0

1" L

T.

2197

+58

P.I.

02°

44'4

3" R

T.

2190

+66

P.I.

10°

14'5

4" L

T.21

90+2

4 P

.I. 0

5°38

'43"

LT.

MP353

LAT. 44.068472LONG. -97.741156

LAT. 44.054477LONG. -97.736065

LAT. 44.068472LONG. -97.741156

CALIPER PIG RUN, WAS OCTOBER 10, 2009 FOR M.P. 301.75 TO M.P. 343.98 AND OCTOBER 31, 2009 FOR M.P. 343.98 TO M.P. 377.31.

MA

TCH

LIN

E

208

0+00

MA

TCH

LIN

E

221

0+00

2206

+01

M.P

. 353

2153

+21

M.P

. 352

2100

+41

M.P

. 351

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.

7) THE SUBSTANTIAL CONSTRUCTION COMPLETION DATE, BASED ON

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 16432+39 AND DIVIDE BY 5280.

10/02/15

M.P. 350.64 TO M.P. 353.10

TEST SECTION 3B-3ILTO-026-2010

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G.

1834

-03-

ML-

02-0

16

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G.

1834

-03-

ML-

02-0

18

8.5'

CV

R.

1.8'

CLR

. (A

BO

VE

)

8.0'

CV

R.

4.5'

CLR

. (A

BO

VE

)