WSC4SDBE001

WSC4SDBE002

W_SD_13147

SJH3SDBE003W_SD_13147

WJH3SDBE003

W_SD_13147

AS-BUILT ALIGNMENT

SHEET 20 OF 20 SHEETS

STA. 2471+63 TO STA. 2510+23

1833-03-ML-02-020 3

MAT

CH

LIN

E

2

470+

00

MAT

CH

LIN

E

25

08+4

8

2470

+00

ML-SD-CK-0692.0000

2478

+56

ML-SD-BD-0693.0000

2508

+48

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

UEI

LOYS ALVIN GRAY, III SD CE9004

1833

6

2

30" O.D. X 0.429" W.T., API-5LX-70 W/FBE COATING

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

44'

3,343'

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

PIPELINE MARKERS 0 EA

STA

TE H

IGH

WAY

28

628'FBE

2

246'FBE & ARO BR.

3

2477

+91

2480

+37

2,715' FBE

2 6

2507

+52

2507

+96

44' FBE

2510

+23

2473

+16

P.I.

00°

14'1

0" L

T.

2478

+13

OV

ER

HE

AD

2478

+14

FE

NC

E

2479

+01

ED

GE

OF

RO

AD

2479

+17

CL

STA

TE

2479

+34

ED

GE

OF

RO

AD

2480

+20

FE

NC

E

2480

+97

P.I.

13°

02'2

9" L

T.24

82+9

2 P

.I. 0

3°11

'05"

RT.

2493

+66

FE

NC

E

2495

+51

FE

NC

E

2496

+32

FE

NC

E

2501

+38

WA

TER

ED

GE

2501

+93

CL

CR

EE

K25

02+5

4 W

ATE

R E

DG

E

2507

+72

P.I.

13°

20'1

7" R

T.25

07+9

3 F

EN

CE

P

OW

ER

LIN

E, H

T. =

35'

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

2493

+31

FE

NC

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)

2471

+53

P.I.

00°

14'1

0" L

T.

2476

+50

OV

ER

HE

AD

2476

+51

FE

NC

E

2477

+38

ED

GE

OF

RO

AD

2477

+54

CL

STA

TE

2477

+71

ED

GE

OF

RO

AD

2478

+56

FE

NC

E

2479

+34

P.I.

13°

02'2

9" L

T.24

81+2

8 P

.I. 0

3°11

'05"

RT.

2492

+02

FE

NC

E

2493

+87

FE

NC

E

2494

+68

FE

NC

E

2499

+74

WA

TER

ED

GE

2500

+28

CL

CR

EE

K25

00+9

0 W

ATE

R E

DG

E

2506

+06

P.I.

13°

20'1

7" R

T.25

06+2

7 F

EN

CE

PO

WE

RLI

NE

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

2491

+67

FE

NC

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)

2471

+53

P.I.

00°

14'1

0" L

T.

2479

+34

P.I.

13°

02'2

9" L

T.

2481

+28

P.I.

03°

11'0

5" R

T.

2506

+06

P.I.

13°

20'1

7" R

T.

2471

+63

MA

TCH

LIN

E

247

1+63

NATURAL GROUND

TOP OF PIPE

2506

+30

ML-SD-BD-0693.0000

ML-

SD

-CK

-069

2.00

00

HIG

HW

AY

28

HIG

HW

AY

28

RD

-SD

-CK-

0692

.000

0ST

ATE

HIG

HW

AY 2

8

2476

+51

PUMPSTATION

ASSEMBLYMATERIALSEE DWG.

1834-01-ML-03-124

3 30" O.D. X 0.516" W.T., API-5LX-70 W/FBE COATING & 246'

CARPENTER PUMP STATIONSEE DWG. 1834-01-ML-03-124

ABRASION RESISTANT OVERCOAT

2508

+48

CE

NTE

RLI

NE

OF

MLV

MA

TCH

LIN

E

247

0+00

MP311

LAT. 44.626513LONG. -97.923711

2498

+64

M.P

. 311

2505

+40

P.I.

03°

17'4

3" R

T.

2506

+62

P.I.

06'

51'2

8" R

T.

2507

+05

P.I.

03°

17'4

3" R

T.,

2505

+40

P.I.

03°

17'4

3" R

T.

2508

+29

P.I.

06'

51'2

8" R

T.25

06+6

2 P

.I. 0

6'51

'28"

RT.

TEST SECTION 3B-2ILTO-025-2010

420 CARPENTER PUMP STATION ASSEMBLY (+227') 1 EA

PR

OP

ER

TY L

INE

6.4'

CV

R.

2504

+72

6.5

' CV

R.

2498

+80

6.0

' CV

R.

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.

2507

+96

PU

MP

STA

TIO

N

420

420 CARPENTER PUMP STATION 1834-01-ML-03-124

PS-SD-BD-0694.0000

LAT. 44.6235589LONG. -97.92230514

FOR

CO

NTI

NU

ATIO

N S

EED

WG

. 183

3-03

-ML-

02-0

19

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G. 1

834-

03-M

L-02

-001

PS-SD-BD-0694.0000

2510

+23

CE

NTE

RLI

NE

OF

MLV

227'

CR

PTR

-A0-

MO

V-0

102

CR

PTR

-A0-

MO

V-0

102

M.P. 310.49 TO M.P. 311.22

1834-01-ML-03-1251834-01-ML-03-126

CARPENTER PUMP STATION CARPENTER PUMP STATION

10/02/08

SEE NOTE #5

2499+60TEST SECTION 3B-2

ILTO-026-2010

500

PR

OP

ER

TY L

INE

2506

+30

PU

MP

STA

TIO

N

310