mp 00 365 0 39 364 · 2012. 4. 18. · 1835-03-ml-02-003 2 natural ground top of pipe 77' f fbe...

W_ SDFWS_ 1358

W_ SDFWS_ 1357

W_ UTM14_ 0875

S_ UTM14_ AERIAL_ 15806

S_ UTM14_ AERIAL_ 20000WSC4SDMI201

W_ UTM14_ AERIAL_ 15808

S_ UTM14_ AERIAL_ 20000

W_ UTM14_ AERIAL_ 15807

WSC4SDMI201W_ UTM14_ AERIAL_ 18206

W_ UTM14_ AERIAL_ 18205

WJH1SDMI003 WJH1SDMI001

W_ SDFWS_ 1359

WJH1SDMI001

W_ SDFWS_ 1360

WSC4SDMI201

ML-SD-MN-0802.0000 ML-SD-MN-0804.0000 ML-SD-MN-0805.0000 ML-SD-MN-0807.0001 ML-SD-MN-0808.0001 ML-SD-MN-0809.0000

MAT

CH

LIN

E

26

0+00

MA

TCH

LIN

E

3

90+0

0

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 &

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

12,731'39'

PIPELINE WARNING SIGNS 9 EACATHODIC TEST STATION 2 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 3 OF 20 SHEETS

STA. 260+17 TO STA. 390+24

UEI

LOYS ALVIN GRAY, III SD CE9004

1835

1835-03-ML-02-003 2

NATURAL GROUND

TOP OF PIPE

77' FBE O.C.

7

271+

63

272+

40

80' FBE O.C.

7

324+

80

325+

60

325+

99

39' FBE & ARO

3

80' FBE BR.

7

377+

96

378+

76

1,146' FBE

2

5,240' FBE

2

5,197' FBE

2

1,148' FBE

2

390+

24

260+

17

ML-

SD-M

N-08

03.0

000

243R

D S

TRE

ET

242N

D S

TRE

ET

241S

T S

TRE

ET

242N

D S

TRE

ET

RD

-SD

-MN

-080

5.00

00

241S

T S

TRE

ET

RD

-SD

-MN

-080

2.00

00

243R

D S

TRE

ET

RD

-SD

-MN

-080

8.00

01

ML-SD-MN-0803.0000

ML-SD-MN-0804.0000

ML-SD-MN-0802.0000

ML-SD-MN-0805.0000

ML-SD-MN-0807.0001

ML-SD-MN-0808.0001

ML-SD-MN-0809.0000

269+

62 P

.I. 0

5°09

'30"

LT.

271+

67 F

EN

CE

(BA

RB

ED

WIR

E)

271+

79 R

OA

D B

AR

DIT

CH

,

271+

94 E

DG

E O

F R

OA

D27

2+03

CL

241S

T S

TRE

ET

272+

11 E

DG

E O

F R

OA

D27

2+25

RO

AD

BA

R D

ITC

H,

272+

96 P

.I. 0

1°23

'11"

RT.

273+

91 P

.I. 1

4°19

'49"

RT.

274+

30 P

.I. 1

2°13

'17"

RT.

277+

66 P

.I. 1

0°11

'01"

LT.

295+

69 P

.I. 0

0°00

'02"

RT.

299+

92 W

ATE

R E

DG

E30

0+55

CL

CR

EE

K30

0+96

WA

TER

ED

GE

305+

07 P

.I. 1

0°45

'09"

LT.

325+

28 E

DG

E O

F R

OA

D32

5+41

CL

242N

D S

TRE

ET

325+

53 E

DG

E O

F R

OA

D

325+

99 T

ELE

PH

ON

E L

INE

351+

99 F

EN

CE

(BA

RB

ED

WIR

E)

PO

WE

RLI

NE

, HT.

= 3

5'37

8+02

FE

NC

E (B

AR

BE

D W

IRE

)37

8+10

RO

AD

BA

R D

ITC

H,

378+

25 E

DG

E O

F R

OA

D37

8+35

CL

243R

D S

TRE

ET

378+

44 E

DG

E O

F R

OA

D37

8+59

RO

AD

BA

R D

ITC

H,

378+

72 F

EN

CE

(BA

RB

ED

WIR

E)

379+

37 P

.I. 0

0°44

'13"

LT.

385+

36 P

.I. 0

2°32

'36"

LT.

387+

47 F

EN

CE

(BA

RB

ED

WIR

E)

388+

65 F

EN

CE

(BA

RB

ED

WIR

E)

272+

36 F

EN

CE

(BA

RB

ED

WIR

E)

325+

00 F

EN

CE

(BA

RB

ED

WIR

E)

325+

80 F

EN

CE

(BA

RB

ED

WIR

E)

378+

01 O

VE

RH

EA

D

7 237'

MA

TCH

LIN

E

390

+00

MA

TCH

LIN

E

260

+17

270+

61 5

.9' C

VR

.

272+

43 7

.8' C

VR

.

289+

18 4

.9' C

VR

.

301+

21 8

.3' C

VR

.

313+

81 5

.1' C

VR

.

325+

72 5

.6' C

VR

.

340+

72 5

.3' C

VR

.

359+

83 4

.7' C

VR

.

377+

98 7

.6' C

VR

.

378+

73 6

.3' C

VR

.

MP365

MP364

260+

00

275+

22

298+

77

351+

76

390+

00

325+18271+85 378+11

269+

44 P

.I. 0

5°09

'30"

LT.

271+

48 F

EN

CE

(BA

RB

ED

WIR

E)

271+

60 R

OA

D B

AR

DIT

CH

271+

75 E

DG

E O

F R

OA

D27

1+85

CL

241S

T S

TRE

ET

271+

93 E

DG

E O

F R

OA

D27

2+07

RO

AD

BA

R D

ITC

H

272+

77 P

.I. 0

1°23

'11"

RT.

273+

72 P

.I. 1

4°19

'49"

RT.

274+

11 P

.I. 1

2°13

'17"

RT.

277+

46 P

.I. 1

0°11

'01"

LT.

295+

49 P

.I. 0

0°00

'02"

RT.

299+

71 W

ATE

R E

DG

E30

0+34

CL

CR

EE

K30

0+76

WA

TER

ED

GE

304+

86 P

.I. 1

0°45

'09"

LT.

325+

06 E

DG

E O

F R

OA

D32

5+18

CL

242N

D S

TRE

ET

325+

30 E

DG

E O

F R

OA

D

325+

77 T

ELE

PH

ON

E L

INE

351+

76 F

EN

CE

(BA

RB

ED

WIR

E)

PO

WE

RLI

NE

377+

78 F

EN

CE

(BA

RB

ED

WIR

E)

377+

85 R

OA

D B

AR

DIT

CH

378+

01 E

DG

E O

F R

OA

D37

8+11

CL

243R

D S

TRE

ET

378+

20 E

DG

E O

F R

OA

D37

8+35

RO

AD

BA

R D

ITC

H

378+

48 F

EN

CE

(BA

RB

ED

WIR

E)

379+

12 P

.I. 0

0°44

'13"

LT.

385+

12 P

.I. 0

2°32

'36"

LT.

387+

22 F

EN

CE

(BA

RB

ED

WIR

E)

388+

40 F

EN

CE

(BA

RB

ED

WIR

E)

272+

18 F

EN

CE

(BA

RB

ED

WIR

E)

324+

78 F

EN

CE

(BA

RB

ED

WIR

E),

325+

58 F

EN

CE

(BA

RB

ED

WIR

E)

377+

77 O

VE

RH

EA

D

269+

44 P

.I. 0

5°09

'30"

LT.

272+

77 P

.I. 0

1°23

'11"

RT.

273+

72 P

.I. 1

4°19

'49"

RT.

274+

11 P

.I. 1

2°13

'17"

RT.

277+

46 P

.I. 1

0°11

'01"

LT.

295+

49 P

.I. 0

0°00

'02"

RT.

304+

86 P

.I. 1

0°45

'09"

LT.

379+

12 P

.I. 0

0°44

'13"

LT.

385+

12 P

.I. 0

2°32

'36"

LT.

ABRASION RESISTANT OVERCOAT

294+

39

308+

79

387+

47

388+

65

299+

93

(93)

277+

86 P

.I. 0

9°19

'23"

LT.

277+

86 P

.I. 0

9°19

'23"

LT.

278+

05 P

.I. 0

9°19

'23"

LT.

319+

59 P

.I. 0

0°07

'15.

" LT.

319+

81 P

.I. 0

0°07

'15"

LT.

319+

59 P

.I. 0

0°07

'15.

" LT.

MA

TCH

LIN

E

260

+00

MA

TCH

LIN

E

390

+24

LAT. 43.888711LONG. -97.681399

287+

71 M

.P. 3

64

340+

51 M

.P. 3

65

LAT. 43.874290LONG. -97.681751

TEST SECTION 3B-3ILTO-026-2010

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G.

1835

-03-

ML-

02-0

04

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G.

1835

-03-

ML-

02-0

02

M.P. 363.48 TO M.P. 365.94

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.

7.0'

CV

R.

CV

R. U

NK

.

7.0'

CV

R.

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.

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 FOR M.P. 403.90 TO 422.96.

10/02/22

6.0'

CV

R.

3.0'

CLR

. (A

BO

VE

)

365