W_FUTM14_023

W_UTM14_AERIAL_15544 W_UTM14_AERIAL_15545

WSC4SDCL204

SSC4SDCL201

WSC4SDCL203

MAT

CH

LIN

E

10

40+0

0

MAT

CH

LIN

E

11

70+0

0

1040

+00

ML-SD-CK-0637.0000

1054

+54

ML-SD-CK-0638.0000 ML-SD-CK-0639.0000

1107

+66

ML-SD-CK-0640.0000

1133

+77

ML-SD-CK-0641.0000

1170

+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 9 OF 20 SHEETS

STA. 1040+73 TO STA. 1170+84

LOYS ALVIN GRAY, III SD CE9004

1833

1833-03-ML-02-009 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 &

12,811'200'

NATURAL GROUND

TOP OF PIPE

1081

+67

ED

GE

OF

RO

AD

1081

+78

CL

CO

UN

TY R

OA

D 2

2

1081

+89

ED

GE

OF

RO

AD

1082

+00

UN

DE

RG

RO

UN

D

1082

+53

P.I.

00°

00'4

0" R

T.

1108

+29

WA

TER

ED

GE

1108

+45

FE

NC

E

1108

+56

P.I.

02°

58'5

8" R

T.

1110

+76

CL

CR

EE

K

1112

+56

WA

TER

ED

GE

1127

+59

FE

NC

E

1134

+57

FE

NC

E

1139

+64

FE

NC

E

1161

+19

UN

DE

RG

RO

UN

D

(164

TH S

TRE

ET)

PO

WE

RLI

NE

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

PO

WE

RLI

NE

1080

+90

ED

GE

OF

RO

AD

1081

+01

CL

CO

UN

TY R

OA

D 2

2

1081

+12

ED

GE

OF

RO

AD

1081

+23

UN

DE

RG

RO

UN

D

1081

+76

P.I.

00°

00'4

0" R

T.

1107

+50

WA

TER

ED

GE

1107

+66

FE

NC

E

1107

+78

P.I.

02°

58'5

8" R

T.11

09+9

7 C

L C

RE

EK

1111

+77

WA

TER

ED

GE

1126

+79

FE

NC

E

1133

+77

FE

NC

E

1138

+83

FE

NC

E

1160

+37

UN

DE

RG

RO

UN

D

(164

TH S

TRE

ET)

PO

WE

RLI

NE

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

PO

WE

RLI

NE

4,045' FBE

2

119'FBE & ARO BR.

3

1081

+18

1082

+37

81'FBE & ARO

3

1134

+16

1134

+97

5,179' FBE

2

3,587' FBE

2

1081

+76

P.I.

00°

00'4

0" R

T.

1107

+78

P.I.

02°

58'5

8" R

T.

1040

+73

MA

TCH

LIN

E

104

0+73

1170

+84

MA

TCH

LIN

E

117

0+84

PIPELINE WARNING SIGNS 7 EACATHODIC TEST STATION 2 EAAERIAL MARKER 1 EA

PIPELINE MARKERS 0 EA

ML-SD-CK-0637.0000

ML-SD-CK-0638.0000

ML-SD-CK-0639.0000

ML-SD-CK-0640.0000

ML-SD-CK-0641.0000

CO

UN

TY R

OA

D 2

2(1

64TH

STR

EE

T)C

OU

NTY

RO

AD

22

RD

-SD

-CK

-063

8.00

00

1081+01

(164

TH S

TRE

ET)

1049

+38

5.5

' CV

R.

1055

+64

6.2

' CV

R.

1073

+24

5.2

' CV

R.

1081

+30

6.9

' CV

R.

1086

+29

5.7

' CV

R.

1108

+45

6.3

' CV

R.

1128

+83

5.9

' CV

R.

1147

+39

5.8

' CV

R.

1163

+65

4.9

' CV

R.

MP284

MP285

1155

+96

1154

+43

1135

+59

1135

+23 11

39+6

4

1139

+66

1127

+60

1135

+05

WA

TER

ED

GE

1135

+40

CL

CR

EE

K11

36+2

2 W

ATE

R E

DG

E

1134

+24

WA

TER

ED

GE

1134

+60

CL

CR

EE

K11

35+4

1 W

ATE

R E

DG

E

1108

+45

1084

+32

1083

+04

1081

+10

1080

+43

1060

+99

1057

+36

ABRASION RESISTANT OVERCOAT

MA

TCH

LIN

E

104

0+00

MA

TCH

LIN

E

117

0+00

LAT. 45.010535LONG. -97.938257

LAT. 44.996071LONG. -97.937540

1073

+04

M.P

. 284

1125

+84

M.P

. 285

TEST SECTION 3B-1ILTO-025-2010

UEI

SEE NOTE #5SEE NOTE #5

(10)(7)(7)(27)

SEE NOTE #5

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 13922+16 AND DIVIDE BY 5280.

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.

M.P. 283.39 TO M.P. 285.85

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G.

1833

-03-

ML-

02-0

10

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G.

1833

-03-

ML-

02-0

08

10/02/086.3'

CV

R.

3.5'

CLR

. (A

BO

VE

)

5.0'

CV

R.

2.5'

CLR

. (A

BO

VE

)

285