MP 220 MP 221puc.sd.gov/commission/dockets/HydrocarbonPipeline/2007/... · 2012. 4. 16. · 401x, 1-2004 1 3 0 +00 1 4 6 +26 1 7 3 +11 1 9 9 +84 2 6 0 +00 ... spread 2a discipline

W_UTM14_AERIAL_15273

W_UTM14_H0450

401X, 1-2001

W_UTM14_H0440

W_UTM14_H0420

W_UTM14_SD_743

401X, 1-2002

401X, 1-2003

W_SDFWS_1281

W_SDFWS_1282

401X, 1-2004

130+

00

146+

26

173+

11

199+

84

260+

00

ML-SD-MR-0482.0000 ML-SD-MR-0483.0000

ML-

SD

-MR

-048

4.00

00

ML-SD-MR-0485.0000 ML-SD-MR-0486.0000 ML-SD-MR-0487.1000

2 166+

31

130+

12

3 170+

19

2 172+

74

3 173+

54

2 226+

03

3 226+

83

2 260+

20

MAT

CHLI

NE

130+

00

MAT

CH

LIN

E

260+

00

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

SPREAD 2A DISCIPLINE 03

SHEET 2 OF 19 SHEETS

STA. 130+12 TO STA. 260+20

UEI

LOYS ALVIN GRAY, III SD CE9004

1832

1832-03-ML-02-002 4

12,460'

PIPELINE WARNING SIGNS 8 EACATHODIC TEST STATION 2 EAAERIAL MARKER 1 EA

PIPELINE MARKERS 0 EA

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 & 548'

KEYSTONE MAINLINE (NPS 30 2008) LUDDEN SECTION

AS-BUILT ALIGNMENT

NATURAL GROUND

TOP OF PIPE

416TH AVENUE

416T

H A

VE

NU

ER

D-S

D-M

R-0

483.

0000

167+96

103R

D S

TRE

ET

RD

-SD

-MR

-048

6.00

00

226+22

103R

D S

TREE

T

ML-SD-MR-0482.0000

ML-SD-MR-0483.0000

ML-SD-MR-0484.0000

ML-SD-MR-0485.0000 ML-SD-MR-0486.0000

ML-SD-MR-0487.1000

3,619'FBE

388'FBE & ARO

BR.

255'FBE

80'FBE & ARO

5,249'FBE

80'FBE & ARO

O.C.

3,337'FBE

140+

49 P

.I. 0

7°33

'55"

RT.

140+

86 P

.I. 1

2°12

'25"

RT.

141+

20 P

.I. 0

2°18

'08"

RT.

141+

35 P

.I. 0

6°42

'34"

RT.

144+

31 P

.I. 0

0°33

'03"

RT.

146+

63 B

EG

IN S

LOU

GH

147+

04 C

L S

LOU

GH

147+

46 E

ND

SLO

UG

H

158+

54 B

EG

IN S

LOU

GH

159+

40 P

.I. 0

0°34

'56"

LT.

159+

48 C

L S

LOU

GH

160+

37 E

ND

SLO

UG

H

163+

44 P

.I. 0

9°48

'49"

LT.

165+

21 P

.I. 0

3°29

'52"

LT.

165+

96 P

.I. 0

0°45

'37"

LT.

166+

14 F

EN

CE

(BA

RB

ED

WIR

E)

PO

WE

RLI

NE

167+

32 E

DG

E O

F R

OA

D16

7+96

CL

416T

H A

VE

NU

E16

8+53

ED

GE

OF

RO

AD

172+

30 P

.I. 0

0°09

'12"

LT.

173+

04 F

EN

CE

(BA

RB

ED

WIR

E)

173+

28 O

VE

RH

EA

D

176+

16 P

.I. 0

0°51

'39"

RT.

192+

66 P

.I. 0

0°37

'14"

RT.

196+

36 P

.I. 0

7°30

'45"

RT.

196+

73 P

.I. 0

5°05

'24"

RT.

226+

04 F

EN

CE

(BA

RB

ED

WIR

E)

226+

14 E

DG

E O

F R

OA

D22

6+22

CL

103R

D S

TRE

ET

226+

29 E

DG

E O

F R

OA

D

241+

50 B

EG

IN S

LOU

GH

243+

02 C

L S

LOU

GH

243+

89 E

ND

SLO

UG

H

247+

35 P

.I. 1

3°50

'15"

LT.

253+

80 B

EG

IN S

LOU

GH

254+

51 C

L S

LOU

GH

255+

17 E

ND

SLO

UG

H

166+

21 O

VE

RH

EA

D

PO

WE

R L

INE

140+

61 P

.I. 0

7°33

'55"

RT.

140+

98 P

.I. 1

2°12

'25"

RT.

141+

32 P

.I. 0

2°18

'08"

RT.

141+

47 P

.I. 0

6°42

'34"

RT.

144+

44 P

.I. 0

0°33

'03"

RT.

146+

76 B

EG

IN S

LOU

GH

147+

17 C

L S

LOU

GH

147+

59 E

ND

SLO

UG

H

158+

67 B

EG

IN S

LOU

GH

159+

54 P

.I. 0

0°34

'56"

LT.

159+

62 C

L S

LOU

GH

160+

51 E

ND

SLO

UG

H

163+

58 P

.I. 0

9°48

'49"

LT.

,

165+

35 P

.I. 0

3°29

'52"

LT.

166+

10 P

.I. 0

0°45

'37"

LT.

166+

28 F

EN

CE

(BA

RB

ED

WIR

E)

PO

WE

RLI

NE

, HT.

= 2

5'

167+

47 E

DG

E O

F R

OA

D16

8+11

CL

416T

H A

VE

NU

E16

8+68

ED

GE

OF

RO

AD

172+

45 P

.I. 0

0°09

'12"

LT.

173+

19 F

EN

CE

(BA

RB

ED

WIR

E)

173+

44 O

VE

RH

EA

D

176+

31 P

.I. 0

0°51

'39"

RT.

192+

83 P

.I. 0

0°37

'14"

RT.

196+

52 P

.I. 0

7°30

'45"

RT.

196+

90 P

.I. 0

5°05

'24"

RT.

226+

22 F

EN

CE

(BA

RB

ED

WIR

E)

226+

32 E

DG

E O

F R

OA

D22

6+40

CL

103R

D S

TRE

ET

226+

47 E

DG

E O

F R

OA

D

241+

68 B

EG

IN S

LOU

GH

243+

21 C

L S

LOU

GH

244+

08 E

ND

SLO

UG

H

247+

54 P

.I. 1

3°50

'15"

LT.

,

254+

00 B

EG

IN S

LOU

GH

254+

71 C

L S

LOU

GH

255+

37 E

ND

SLO

UG

H

166+

35 O

VE

RH

EA

D

PO

WE

RLI

NE

,

MA

TCH

LIN

E

130

+12

MA

TCH

LIN

E

260

+20

130+

54 5

.8' C

VR

.

138+

62 4

.9' C

VR

.

140+

61 6

.2' C

VR

.

142+

34 4

.3' C

VR

.

153+

75 6

.1' C

VR

.

4.6'

CV

R.

167+

38 1

2.1'

CV

R.

187+

97 6

.3' C

VR

.

194+

00 5

.2' C

VR

.

203+

18 6

.0' C

VR

.

220+

48 4

.7' C

VR

.

227+

00 6

.1' C

VR

.

255+

99 6

.1' C

VR

.

MP220

MP221

200+

06

241+

89

244+

64

254+

41

257+

29

255+

34

ABRASION RESISTANT OVERCOAT

LAT. 45.910214 LONG. -97.896023

LAT. 45.895991 LONG. -97.892917

TEST SECTION 2A-4

138+

53 P

.I. 0

0°40

'08"

RT.

138+

65 P

.I. 0

0°40

'08"

RT.

141+

75 P

.I. 1

1°53

'22"

RT.

141+

88 P

.I. 1

1°53

'22"

RT.

178+

59 P

.I. 0

0°36

'14"

LT.

178+

75 P

.I. 0

0°36

'14"

LT.

140+

49 P

.I. 0

7°33

'55"

RT.

140+

86 P

.I. 1

2°12

'25"

RT.

141+

20 P

.I. 0

2°18

'08"

RT.

141+

35 P

.I. 0

6°42

'34"

RT.

144+

31 P

.I. 0

0°33

'03"

RT.

138+

53 P

.I. 0

0°40

'08"

RT.

141+

75 P

.I. 1

1°53

'22"

RT.

159+

40 P

.I. 0

0°34

'56"

LT.

163+

44 P

.I. 0

9°48

'49"

LT.

165+

21 P

.I. 0

3°29

'52"

LT.

165+

96 P

.I. 0

0°45

'37"

LT.

172+

30 P

.I. 0

0°09

'12"

LT.

176+

16 P

.I. 0

0°51

'39"

RT.

178+

59 P

.I. 0

0°36

'14"

LT.

192+

66 P

.I. 0

0°37

'14"

RT.

196+

36 P

.I. 0

7°30

'45"

RT.

196+

73 P

.I. 0

5°05

'24"

RT.

247+

35 P

.I. 1

3°50

'15"

LT.

MA

TCH

LIN

E

130

+00

MA

TCH

LIN

E

260

+00

162+

27 M

.P. 2

20

215+

07 M

.P. 2

21

ILTO-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.

4.7'

CV

R.

5.2'

CV

R.

M.P. 219.39 TO M.P. 221.85

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 AND 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.

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G.

1832

-03-

ML-

02-0

03

FOR

CONT

INUA

TION

SEE

DWG.

1832

-03-

ML-

02-0

01

10/02/01

HT.

= U

NK

.

220