mp 389 mp 00 390 1690puc.sd.gov/commission/dockets/hydrocarbonpipeline/2007/hp07-001/… · 560 +...

Page 1

S_UTM14_SD_093

W_SDFWS_1365

W_SDFWS_1364

W_UTM14_AERIAL_17636

MAT

CH

LIN

E

15

60+0

0

MAT

CH

LIN

E

16

90+0

0

12

30" O.D. X 0.438" W.T., API-5LX-70 W/FBE COATING30" O.D. X 0.386" W.T., API-5LX-70 W/FBE COATING

192'12,194'

PIPELINE WARNING SIGNS 10 EACATHODIC TEST STATION 3 EAAERIAL MARKER 1 EA

PIPELINE MARKERS 0 EA

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) ROSWELL SECTION

SPREAD 3B DISCIPLINE 03

SHEET 13 OF 20 SHEETS

STA. 1561+04 TO STA. 1691+13

UEI

LOYS ALVIN GRAY, III SD CE9004

1835

1835-03-ML-02-013 2

266T

H S

TREE

T

MAINLINE VALVE NO. ROSWL+31_4-A0-MLV-001SEE DWG. 1835-01-ML-03-130

NATURAL GROUND

TOP OF PIPE

ML-SD-MC-0867.0000 ML-SD-MC-0868.0000

ML-SD-MC-0869.0000

ML-SD-MC-0870.0000

ML-SD-MC-0871.0000 ML-SD-MC-0872.0000

ML-SD-MC-0873.0000

ML-

SD

-MC

-087

4.00

00STA

TE H

IGH

WAY

42

432ND AVENUE

ML-SD-MC-0867.0000 ML-SD-MC-0868.0000 ML-SD-MC-0869.0000 ML-SD-MC-0870.0000 ML-SD-MC-0871.0000 ML-SD-MC-0872.0000 ML-SD-MC-0873.0000

RD

-SD

-MC

-086

8.00

00S

TATE

HIG

HW

AY

42

266T

H S

TRE

ET

RD

-SD

-MC

-087

2.00

00

432N

D A

VE

NU

ER

D-S

D-M

C-0

869.

0000

201'FBEBR.

7

1607

+60

1609

+61

236'FBE BR.

7

1620

+53

1622

+89

160'FBEBR.

7

1662

+31

1663

+91

4,656'FBE

2

1,092'FBE

2

3,724'FBE

2

1660

+13

64'FBE

1

2,722'FBE

2

1561

+04

1691

+13

MA

TCH

LIN

E

156

1+04

MA

TCH

LIN

E

169

1+13

MP389

1607

+60

9.5

' CV

R.

1629

+07

5.9

' CV

R.

1662

+61

UN

DE

RG

RO

UN

D

8

.2' C

VR

.

1690

+83

7.5

' CV

R.

1573

+48

FE

NC

E

1581

+63

FE

NC

E

1620

+82

FE

NC

E

1620

+98

UN

DE

RG

RO

UN

D

1621

+43

ED

GE

OF

RO

AD

1621

+72

CL

432N

D A

VE

NU

E16

22+1

0 E

DG

E O

F R

OA

D

1623

+61

TE

LEP

HO

NE

LIN

E

1636

+25

FE

NC

E

1649

+71

FE

NC

E

1657

+36

FE

NC

E

1663

+20

ED

GE

OF

RO

AD

1663

+44

FE

NC

E (E

LEC

TRIC

)

1690

+21

FE

NC

E

1658

+73

CL

SLO

UG

H

PO

WE

RLI

NE

1663

+11

CL

266T

H S

TRE

ET,

1663

+03

ED

GE

OF

RO

AD

1662

+81

FE

NC

E

1608

+62

CL

STA

TE

H

IGH

WA

Y 4

2

1608

+79

ED

GE

OF

RO

AD

1608

+46

ED

GE

OF

RO

AD

1608

+03

WA

TER

SU

PP

LY L

INE

1607

+64

FE

NC

E

1609

+30

UN

DE

RG

RO

UN

D

(BA

RB

ED

WIR

E)

1560

+00

1580

+55

1635

+14

1648

+60

1689

+06

1690

+00

1572

+41

FE

NC

E

1580

+55

FE

NC

E

1619

+72

FE

NC

E

1619

+88

UN

DE

RG

RO

UN

D

1620

+33

ED

GE

OF

RO

AD

1620

+62

CL

432N

D A

VE

NU

E16

21+0

0 E

DG

E O

F R

OA

D

1622

+51

TE

LEP

HO

NE

LIN

E

1635

+14

FE

NC

E

1648

+60

FE

NC

E

1656

+24

FE

NC

E

1662

+07

ED

GE

OF

RO

AD

1662

+30

FE

NC

E (E

LEC

TRIC

)

1689

+06

FE

NC

E

1661+98

1657

+60

CL

SLO

UG

H

(B

AR

BE

D W

IRE

)

PO

WE

RLI

NE

1620+62

1608

+30

1607

+52

1661

+98

CL

266T

H S

TRE

ET

1661

+89

ED

GE

OF

RO

AD

1661

+68

FE

NC

E

1607

+53

CL

STA

TE

1607

+70

ED

GE

OF

RO

AD

1607

+37

ED

GE

OF

RO

AD

1606

+94

WA

TER

SU

PP

LY L

INE

1606

+55

FE

NC

E

1608

+30

FE

NC

E

(BA

RB

ED

WIR

E)

1617

+72

P.I.

10°

24'3

1" L

T.

1623

+65

P.I.

13°

37'2

2" R

T.

1662

+88

P.I.

00°

01'0

6" R

T.

FOR VALVEASSEMBLYMATERIALSEE DWG.1835-01-ML-03-130

1660

+90

RO

SW

L+16

59+7

7 R

OS

WL+

1609

+40

FE

NC

E

PO

WE

RLI

NE

1660

+81

4.5

' CV

R.

P

OW

ER

LIN

E

1573

+46

1581

+64

1573

+74

1579

+13

1657

+37

1659

+47

1690

+21

ML-SD-MC-0874.0000

1661

+48

UN

DE

RG

RO

UN

D

MA

TCH

LIN

E

156

0+00

MA

TCH

LIN

E

169

0+00

(37)

1608

+21

UN

DE

RG

RO

UN

DP

OW

ER

LIN

E

1660

+77

26'

425

1661

+03

128'FBE

1

7 30" O.D. X 0.516" W.T., API-5LX-70 W/FBE COATING 597'425 MAINLINE VALVE ASSEMBLY

LAT. 43.529464LONG. -97.564170

1660

+51

M.P

. 390

MP390

LAT. 43.543481LONG. -97.568943

1607

+71

M.P

. 389

TEST SECTION 3B-4ILTO-027-2010

1618

+76

P.I.

02°

51'4

9" L

T.

1623

+65

P.I.

13°

37'2

2" R

T.16

24+7

5 P

.I. 1

3°37

'22"

RT.

1618

+76

P.I.

02°

51'4

9" L

T.16

19+8

5 P

.I. 0

2°51

'49"

LT.

1617

+72

P.I.

10°

24'3

1" L

T.16

18+8

1 P

.I. 1

0°24

'31"

LT.

1662

+88

P.I.

00°

01'0

6" R

T.16

64+0

1 P

.I. 0

0°01

'06"

RT.

(B

AR

BE

D W

IRE

)

(B

AR

BE

D W

IRE

)

(BA

RB

ED

WIR

E)

(B

AR

BE

D W

IRE

)

(B

AR

BE

D W

IRE

)

(B

AR

BE

D W

IRE

)

(B

AR

BE

D W

IRE

)

(B

AR

BE

D W

IRE

)

(BA

RB

ED

WIR

E)

(B

AR

BE

D W

IRE

)

(B

AR

BE

D W

IRE

)

(B

AR

BE

D W

IRE

)

(BA

RB

ED

WIR

E)

(B

AR

BE

D W

IRE

)

(BA

RB

ED

WIR

E)

(B

AR

BE

D W

IRE

)

(B

AR

BE

D W

IRE

)

1657

+07

BE

GIN

SLO

UG

H

1658

+21

EN

D S

LOU

GH

1658

+19

BE

GIN

SLO

UG

H

1659

+34

EN

D S

LOU

GH

1663

+35

TE

LEP

HO

NE

LIN

E16

62+2

2 T

ELE

PH

ON

E L

INE

P

OW

ER

LIN

E

1636

+25

1 EA

425 1835-01-ML-03-130 MAINLINE VALVE

(265

TH S

TRE

ET)

(2

65TH

STR

EE

T)

HIG

HW

AY

42

(2

65TH

STR

EE

T)(2

65TH

STR

EE

T)

1605

+07

BE

GIN

RO

CK

SH

IELD

1606

+44

EN

D R

OC

K S

HIE

LD16

06+1

6 B

EG

IN R

OC

K S

HIE

LD16

07+5

3 E

ND

RO

CK

SH

IELD

ROSWL+31_4-A0-MLV-001 (+26')

ROSWL+31_4-A0-MLV-001

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G.

1835

-03-

ML-

02-0

14

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G.

1835

-03-

ML-

02-0

12

31_4

-AO

-MLV

-001

31_4

-AO

-MLV

-001

M.P. 388.12 TO M.P. 390.58

LAT. 43.52935198LONG. -97.56413674

1835-01-ML-03-131 MAINLINE VALVEROSWL+31_4-A0-MLV-001

3

0

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 CALIPER PIG RUN, WAS OCTOBER 31, 2009 FOR M.P. 343.98 TO 377.31, NOVEMBER 01, 2009 FOR M.P. 377.29 TO 403.97 AND AUGUST 17, 2009

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.

FOR M.P. 403.90 TO 422.96.

11) TO DETERMINE THE MILE POST AT A GIVEN LOCATION, ADD THE 3D STATION NUMBER FROM THIS SEGMENT TO STATION NUMBER 18931+49 AND DIVIDE BY 5280.

10/02/22

6.1'

CV

R.

2.1'

CLR

. (A

BO

VE

)

6.5'

CV

R.

1.5'

CLR

. (A

BO

VE

)

5.5'

CV

R.

CLR

. UN

K.

7.9'

CV

R.

4.0'

CLR

. (A

BO

VE

)

5.0'

CV

R.

3.0'

CLR

. (A

BO

VE

)

8.2'

CV

R.

CLR

. UN

K.

390