SD_092106_54

W_UTM14_AERIAL_15427

W_SD_AERIAL_008

W_UTM14_11012SSC2SDSA003

S_UTM14_SD_020

W_UTM14_11012

2210

+00

2225

+44

2278

+20

2330

+94

2340

+00

ML-SD-DY-0576.0000 ML-SD-DY-0577.0000 ML-SD-DY-0579.0000 ML-SD-DY-0581.0000 ML-SD-DY-0583.0000 ML-SD-DY-0585.0000

2 30" O.D. X 0.386" W.T., API -5LX-70 W/FBE COATING3 30" O.D. X 0.516" W.T., API -5LX-70 W/FBE COATING &

2211

+35

2341

+45

MAT

CH

LIN

E

221

0+00

MAT

CH

LIN

E 2

340+

00

AS-BUILT ALIGNMENT

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

LOYS ALVIN GRAY, III

ML-SD-DY-0576.0000 CO

UN

TY R

OA

D 1

8 (1

41S

T S

TRE

ET)

NATURAL GROUND

TOP OF PIPE

AS-BUILT ALIGNMENT

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

KEYSTONE MAINLINE (NPS 30 2008) LUDDEN SECTION

SPREAD 2A DISCIPLINE 03

SHEET 18 OF 19 SHEETS

STA. 2211+35 TO STA. 2341+45

UEI

LOYS ALVIN GRAY, III SD CE9004

1832

1832-03-ML-02-018 2

2217

+64

FE

NC

E

2219

+63

P.I.

00°

42'2

2" L

T.

2223

+13

P.I.

00°

49'2

6" R

T.

2226

+24

FE

NC

E

2229

+18

P.I.

00°

14'5

6" R

T.

2249

+40

BE

GIN

SLO

UG

H22

49+8

1 C

L S

LOU

GH

2250

+40

EN

D S

LOU

GH

2252

+96

ED

GE

OF

RO

AD

2253

+09

CL

140T

H S

TRE

ET

2253

+21

ED

GE

OF

RO

AD

2253

+30

FE

NC

E

2274

+94

P.I.

07°

02'0

1" R

T.22

75+2

3 P

.I. 0

2°34

'23"

RT.

2278

+72

P.I.

05°

02'4

7" R

T.,

2279

+56

FE

NC

E

2280

+57

WA

TER

ED

GE

2280

+63

CL

MU

D C

RE

EK

2280

+71

WA

TER

ED

GE

2292

+10

P.I.

01°

34'0

8" L

T.

2298

+60

P.I.

05°

47'4

1" R

T.

2303

+84

P.I.

03°

25'2

3" R

T.23

04+6

4 P

.I. 0

3°16

'56"

LT.

2305

+73

FIB

ER

OP

TIC

CA

BLE

2305

+90

ED

GE

OF

RO

AD

2306

+02

CL

CO

UN

TY R

OA

D 1

8

2306

+14

ED

GE

OF

RO

AD

2306

+38

NO

RTH

ER

N N

ATU

RA

L

2306

+97

P.I.

03°

31'1

2" L

T.

2316

+00

BE

GIN

SLO

UG

H

2317

+45

CL

SLO

UG

H

2318

+39

EN

D S

LOU

GH

2339

+63

P.I.

00°

18'2

6" R

T.23

39+9

4 B

EG

IN D

RA

IN23

40+0

7 C

L D

RA

IN23

40+2

2 E

ND

DR

AIN

2216

+30

FE

NC

E

2218

+28

P.I.

00°

42'2

2" L

T.

2221

+77

P.I.

00°

49'2

6" R

T.

2224

+88

FE

NC

E

2227

+81

P.I.

00°

14'5

6" R

T.

2230

+88

P.I.

00°

46'0

4" L

T.

2237

+98

P.I.

00°

03'1

7" L

T.

2247

+50

P.I.

00°

03'6

0" R

T.22

48+0

2 B

EG

IN S

LOU

GH

2248

+44

CL

SLO

UG

H22

49+0

2 E

ND

SLO

UG

H

2251

+58

ED

GE

OF

RO

AD

2251

+71

CL

140T

H S

TRE

ET

2251

+83

ED

GE

OF

RO

AD

2251

+92

FE

NC

E

2273

+55

P.I.

07°

02'0

1" R

T.22

73+8

4 P

.I. 0

2°34

'23"

RT.

2278

+16

FE

NC

E

2279

+16

WA

TER

ED

GE

2279

+22

CL

MU

D C

RE

EK

2279

+30

WA

TER

ED

GE

2280

+49

P.I.

08°

38'1

5" L

T.22

81+2

2 P

.I. 0

9°46

'51"

LT.

2290

+68

P.I.

01°

34'0

8" L

T.

2297

+18

P.I.

05°

47'4

1" R

T.

2302

+41

P.I.

03°

25'2

3" R

T.23

03+2

2 P

.I. 0

3°16

'56"

LT.

2304

+30

FIB

ER

OP

TIC

CA

BLE

2304

+47

ED

GE

OF

RO

AD

2304

+59

CL

CO

UN

TY R

OA

D 1

8

2304

+71

ED

GE

OF

RO

AD

2304

+95

NO

RTH

ER

N N

ATU

RA

L

2305

+54

P.I.

03°

31'1

2" L

T.23

06+2

6 P

.I. 0

3°15

'57"

RT.

2314

+56

BE

GIN

SLO

UG

H

2316

+02

CL

SLO

UG

H

2316

+95

EN

D S

LOU

GH

2324

+39

P.I.

00°

07'5

6" L

T.

2338

+18

P.I.

00°

18'2

6" R

T.23

38+4

9 B

EG

IN D

RA

IN23

38+6

2 C

L D

RA

IN23

38+7

7 E

ND

DR

AIN

MP260

MP259

5,215' FBE

2 110'FBE & ARO BR.

3

2305

+64

2306

+74

4,134' FBE

2 80'FBE & ARO O.C.

3

2252

+69

2253

+49

3,471' FBE

2

CO

UN

TY R

OA

D 1

8R

D-S

D-D

Y-0

581.

0000

2304+59

140T

H S

TRE

ET

140T

H S

TRE

ET

RD

-SD

-DY

-057

7.00

00

2251+71

MA

TCH

LIN

E 2

211+

35

MA

TCH

LIN

E 2

341+

45

ML-SD-DY-0577.0000 ML-SD-DY-0579.0000

ML-SD-DY-0581.0000

ML-SD-DY-0583.0000

ML-SD-DY-0585.0000

MUD CREEK

12,820'190'

2217

+33

9.2

' CV

R.

2220

+11

5.5

' CV

R.

2221

+72

8.4

' CV

R.

2228

+61

5.3

' CV

R.

2264

+57

6.4

' CV

R.

2280

+46

8.1

' CV

R.

2282

+88

4.5

' CV

R.

2288

+19

6.0

' CV

R.

2305

+59

4.5

' CV

R.

6

.0' C

VR

.

2313

+12

4.9

' CV

R.

2316

+39

6.6

' CV

R.

2335

+64

5.3

' CV

R.

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

PIPELINE MARKERS 0 EA

2280

+78

2283

+38

2219

+29

22

19+5

5

2315

+92

2318

+31

ABRASION RESISTANT OVERCOAT

(141

ST

STR

EE

T)(1

41S

T S

TRE

ET)

(141

ST

STR

EE

T)

2232

+25

P.I.

00°

46'0

4" L

T.

2239

+35

P.I.

00°

03'1

7" L

T.

2248

+88

P.I.

00°

03'6

0" R

T.

2277

+33

P.I.

05°

02'4

7" R

T.

2281

+90

P.I.

08°

38'1

5" L

T.22

82+6

3 P

.I. 0

9°46

'51"

LT.

2307

+69

P.I.

03°

15'5

7" R

T.

2325

+83

P.I.

00°

07'5

6" L

T.

(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)

MA

TCH

LIN

E 2

340+

00

MA

TCH

LIN

E 2

210+

00

2316

+03

P.I.

00°

15'1

8" R

T.23

17+4

7 P

.I. 0

0°15

'18"

RT.

2218

+28

P.I.

00°

42'2

2" L

T.

2221

+77

P.I.

00°

49'2

6" R

T.

2227

+81

P.I.

00°

14'5

6" R

T.

2230

+88

P.I.

00°

46'0

4" L

T.

2237

+98

P.I.

00°

03'1

7" L

T.

2247

+50

P.I.

00°

03'6

0" R

T.

2273

+55

P.I.

07°

02'0

1" R

T.22

73+8

4 P

.I. 0

2°34

'23"

RT.

2280

+49

P.I.

08°

38'1

5" L

T.22

81+2

2 P

.I. 0

9°46

'51"

LT.

2290

+68

P.I.

01°

34'0

8" L

T.

2297

+18

P.I.

05°

47'4

1" R

T.

2302

+41

P.I.

03°

25'2

3" R

T.23

03+2

2 P

.I. 0

3°16

'56"

LT.

2305

+54

P.I.

03°

31'1

2" L

T.

2306

+26

P.I.

03°

15'5

7" R

T.

2324

+39

P.I.

00°

07'5

6" L

T.

2338

+18

P.I.

00°

18'2

6" R

T.

2277

+33

P.I.

05°

02'4

7" R

T.

2316

+03

P.I.

00°

15'1

8" R

T.

LAT. 45.364801LONG. -97.950394

LAT. 45.350325LONG. -97.950225

MP261 LAT. 45.335911LONG. -97.95023

2327

+07

M.P

. 261

2274

+27

M.P

. 260

2221

+47

M.P

. 259

(24) (24)

TEST SECTION 3B-1ILTO-024-2010

11) TO DETERMINE THE MILE POST AT A GIVEN LOCATION, ADD THE 3D STATION NUMBER FROM THIS SEGMENT TO STATION NUMBER 11453+73 AND DIVIDE BY 5280.

5.2'

CV

R.

CLR

. UN

K. (

AB

OV

E)

G

AS

PIP

ELI

NE

7

.5' C

VR

.

M.P. 258.81 TO M.P. 261.27

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G.

1832

-03-

ML-

02-0

17

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G.

1832

-03-

ML-

02-0

19

10/02/01

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 SEPTEMBER 01, 2009 FOR M.P. 195.68 TO M.P. 218.50, SEPTEMBER 02, 2009 FOR M.P. 218.50 TO M.P. 259.00 AND OCTOBER 08, 2009 FOR M.P. 259.21 TO M.P. 301.75.

AMSDEN LAKE TRIB.

G

AS

PIP

ELI

NE

7

.0' C

VR

.

3.5

' CLR

. (A

BO

VE

)

TEST SECTION 2A-4ILTO-024-2010 2251+96

260