NWI_23716

W_UTM14_AERIAL_15593

W_UTM14_AERIAL_15594

W_UTM14_AERIAL_18141

SHEET 14 OF 20 SHEETS

STA. 1691+20 TO STA. 1821+28

1833-03-ML-02-014 2

MAT

CH

LIN

E

16

90+0

0

MAT

CH

LIN

E

18

20+0

0

1690

+00

ML-SD-CK-0664.0000

1701

+19

ML-SD-CK-0665.0000 ML-SD-CK-0666.0000

1754

+14

ML-SD-CK-0667.0000 ML-SD-CK-0668.0000

1807

+61

ML-SD-CK-0669.0000

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

UEI

LOYS ALVIN GRAY, III SD CE9004

1833

176T

H S

TRE

ET

RD

-SD

-CK

-066

5.00

00

1727+55

1691

+20

1821

+28

80'FBE & ARO

BR.

1728

+36

1729

+16

3,716'FBE

2

5,216'FBE

111'FBE & ARO

BR.

1781

+32

1782

+43

3,885'FBE

MA

TCH

LIN

E

1691

+20

MA

TCH

LIN

E

1821

+28

1701

+19

FE

NC

E

1727

+46

ED

GE

OF

RO

AD

1727

+55

CL

176T

H S

TRE

ET

1727

+62

ED

GE

OF

RO

AD

1754

+14

FE

NC

E

1780

+42

TE

LEP

HO

NE

LIN

E

1780

+51

ED

GE

OF

RO

AD

1780

+62

CL

CO

UN

TY R

OA

D 4

8

1780

+72

ED

GE

OF

RO

AD

1780

+91

TE

LEP

HO

NE

LIN

E

1781

+06

FE

NC

E (B

AR

BE

D W

IRE

)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

1702

+40

FE

NC

E

1728

+19

P.I.

00°

30'3

4" R

T.

1728

+68

ED

GE

OF

RO

AD

1728

+77

CL

176T

H S

TRE

ET

1728

+85

ED

GE

OF

RO

AD

1731

+24

P.I.

03°

40'0

5" R

T.

1755

+37

FE

NC

E

1779

+32

P.I.

01°

40'5

0" R

T.17

80+3

3 P

.I. 0

3°13

'20"

LT.

1781

+67

TE

LEP

HO

NE

LIN

E

1781

+76

ED

GE

OF

RO

AD

1781

+87

CL

CO

UN

TY R

OA

D 4

8

1781

+97

ED

GE

OF

RO

AD

1782

+16

TE

LEP

HO

NE

LIN

E

1782

+31

FE

NC

E

1782

+62

P.I.

00°

01'2

8" L

T.

1786

+05

P.I.

07°

13'1

1" R

T.

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

(BA

RB

ED

WIR

E)

1726

+97

P.I.

00°

30'3

4" R

T.

1730

+01

P.I.

03°

40'0

5" R

T.

1778

+07

P.I.

01°

40'5

0" R

T.17

79+0

8 P

.I. 0

3°13

'20"

LT.

1781

+37

P.I.

00°

01'2

8" L

T.

1784

+80

P.I.

07°

13'1

1" R

T.

ML-SD-CK-0664.0000ML-SD-CK-0665.0000

ML-SD-CK-0666.0000

ML-SD-CK-0667.0000

ML-SD-CK-0668.0000ML-SD-CK-0669.0000

176T

H S

TREE

T

CO

UN

TY R

OAD

48

(177

TH S

TREE

T)

1820

+00

CO

UN

TY R

OA

D 4

8R

D-S

D-C

K-0

667.

0000

1780+62

MP296 MP

297

1692

+54

5.8

' CV

R.

1707

+45

5.0

' CV

R.

1728

+44

7.1

' CV

R.

1737

+80

5.2

' CV

R.

1748

+08

5.9

' CV

R.

1755

+35

5.2

' CV

R.

1781

+77

6.6

' CV

R.

1784

+81

5.0

' CV

R.

1793

+79

6.1

' CV

R.

1800

+18

5.2

' CV

R.

1819

+12

6.2

' CV

R.

12,817'30" O.D. X 0.386" W.T., API -5LX-70 W/FBE COATING2191'30" O.D. X 0.516" W.T., API -5LX-70 W/FBE COATING &3

NATURAL GROUND

TOP OF PIPE

PIPELINE WARNING SIGNS 6 EACATHODIC TEST STATION 2 EAAERIAL MARKER 0 EA

PIPELINE MARKERS 0 EA

3 2 3 2

1702

+41

1775

+35

1726

+97

P.I.

00°

30'3

4" R

T.

1730

+01

P.I.

03°

40'0

5" R

T.

1778

+07

P.I.

01°

40'5

0" R

T.17

79+0

8 P

.I. 0

3°13

'20"

LT.

1781

+37

P.I.

00°

01'2

8" L

T.

1784

+80

P.I.

07°

13'1

1" R

T.

1732

+81

1735

+64

ABRASION RESISTANT OVERCOAT

LAT. 44.826104LONG. -97.940484

LAT. 44.840560LONG. -97.939587

1781

+55

UN

DE

RG

RO

UN

DP

OW

ER

LIN

E17

82+8

0 U

ND

ER

GR

OU

ND

PO

WE

RLI

NE

(177

TH S

TRE

ET)

(177

TH S

TRE

ET)

(177

TH S

TRE

ET)

MA

TCH

LIN

E

1690

+00

MA

TCH

LIN

E

1820

+00

MP298

LAT. 44.811836LONG. -97.943576

1706

+64

M.P

. 296

1759

+44

M.P

. 297

1812

+24

M.P

. 298

1781

+76

P.I.

02°

14'2

7" R

T.

1781

+76

P.I.

02°

14'2

7" R

T.17

83+0

2 P

.I. 0

2°14

'27"

RT.

1787

+19

P.I.

00°

51'2

3" R

T.

1788

+45

P.I.

00°

51'2

3" R

T.17

87+1

9 P

.I. 0

0°51

'23"

RT.

TEST SECTION 3B-1ILTO-025-2010

(20)

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.

10/02/08

M.P. 295.71 TO M.P. 298.17

FOR

CO

NTI

NU

ATI

ON

SE

E D

WG

.18

33-0

3-M

L-02

-015

FOR

CO

NTI

NU

ATIO

N S

EE

DW

G.

1833

-03-

ML-

02-0

13

5.6'

CV

R.

3.0'

CLR

. (A

BO

VE

)

5.0'

CV

R.

3.5'

CLR

. (A

BO

VE

)

5.5'

CV

R.

1.5'

CLR

. (A

BO

VE

)