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-0484.0000 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 MATCHLINE 130+00 MATCHLINE 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 EA CATHODIC TEST STATION 2 EA AERIAL MARKER 1 EA PIPELINE MARKERS 0 EA 2 30" O.D. X 0.386' W.T., API -5LX-70 W/FBE COATING 3 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 416TH AVENUE RD-SD-MR-0483.0000 167+96 103RD STREET RD-SD-MR-0486.0000 226+22 103RD STREET 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. 07°33'55" RT. 140+86 P.I. 12°12'25" RT. 141+20 P.I. 02°18'08" RT. 141+35 P.I. 06°42'34" RT. 144+31 P.I. 00°33'03" RT. 146+63 BEGIN SLOUGH 147+04 CL SLOUGH 147+46 END SLOUGH 158+54 BEGIN SLOUGH 159+40 P.I. 00°34'56" LT. 159+48 CL SLOUGH 160+37 END SLOUGH 163+44 P.I. 09°48'49" LT. 165+21 P.I. 03°29'52" LT. 165+96 P.I. 00°45'37" LT. 166+14 FENCE (BARBED WIRE) POWERLINE 167+32 EDGE OF ROAD 167+96 CL 416TH AVENUE 168+53 EDGE OF ROAD 172+30 P.I. 00°09'12" LT. 173+04 FENCE (BARBED WIRE) 173+28 OVERHEAD 176+16 P.I. 00°51'39" RT. 192+66 P.I. 00°37'14" RT. 196+36 P.I. 07°30'45" RT. 196+73 P.I. 05°05'24" RT. 226+04 FENCE (BARBED WIRE) 226+14 EDGE OF ROAD 226+22 CL 103RD STREET 226+29 EDGE OF ROAD 241+50 BEGIN SLOUGH 243+02 CL SLOUGH 243+89 END SLOUGH 247+35 P.I. 13°50'15" LT. 253+80 BEGIN SLOUGH 254+51 CL SLOUGH 255+17 END SLOUGH 166+21 OVERHEAD POWER LINE 140+61 P.I. 07°33'55" RT. 140+98 P.I. 12°12'25" RT. 141+32 P.I. 02°18'08" RT. 141+47 P.I. 06°42'34" RT. 144+44 P.I. 00°33'03" RT. 146+76 BEGIN SLOUGH 147+17 CL SLOUGH 147+59 END SLOUGH 158+67 BEGIN SLOUGH 159+54 P.I. 00°34'56" LT. 159+62 CL SLOUGH 160+51 END SLOUGH 163+58 P.I. 09°48'49" LT., 165+35 P.I. 03°29'52" LT. 166+10 P.I. 00°45'37" LT. 166+28 FENCE (BARBED WIRE) POWERLINE, HT. = 25' 167+47 EDGE OF ROAD 168+11 CL 416TH AVENUE 168+68 EDGE OF ROAD 172+45 P.I. 00°09'12" LT. 173+19 FENCE (BARBED WIRE) 173+44 OVERHEAD 176+31 P.I. 00°51'39" RT. 192+83 P.I. 00°37'14" RT. 196+52 P.I. 07°30'45" RT. 196+90 P.I. 05°05'24" RT. 226+22 FENCE (BARBED WIRE) 226+32 EDGE OF ROAD 226+40 CL 103RD STREET 226+47 EDGE OF ROAD 241+68 BEGIN SLOUGH 243+21 CL SLOUGH 244+08 END SLOUGH 247+54 P.I. 13°50'15" LT., 254+00 BEGIN SLOUGH 254+71 CL SLOUGH 255+37 END SLOUGH 166+35 OVERHEAD POWERLINE, MATCHLINE 130+12 MATCHLINE 260+20 130+54 5.8' CVR. 138+62 4.9' CVR. 140+61 6.2' CVR. 142+34 4.3' CVR. 153+75 6.1' CVR. 4.6' CVR. 167+38 12.1' CVR. 187+97 6.3' CVR. 194+00 5.2' CVR. 203+18 6.0' CVR. 220+48 4.7' CVR. 227+00 6.1' CVR. 255+99 6.1' CVR. MP 220 MP 221 200+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. 00°40'08" RT. 138+65 P.I. 00°40'08" RT. 141+75 P.I. 11°53'22" RT. 141+88 P.I. 11°53'22" RT. 178+59 P.I. 00°36'14" LT. 178+75 P.I. 00°36'14" LT. 140+49 P.I. 07°33'55" RT. 140+86 P.I. 12°12'25" RT. 141+20 P.I. 02°18'08" RT. 141+35 P.I. 06°42'34" RT. 144+31 P.I. 00°33'03" RT. 138+53 P.I. 00°40'08" RT. 141+75 P.I. 11°53'22" RT. 159+40 P.I. 00°34'56" LT. 163+44 P.I. 09°48'49" LT. 165+21 P.I. 03°29'52" LT. 165+96 P.I. 00°45'37" LT. 172+30 P.I. 00°09'12" LT. 176+16 P.I. 00°51'39" RT. 178+59 P.I. 00°36'14" LT. 192+66 P.I. 00°37'14" RT. 196+36 P.I. 07°30'45" RT. 196+73 P.I. 05°05'24" RT. 247+35 P.I. 13°50'15" LT. MATCHLINE 130+00 MATCHLINE 260+00 162+27 M.P. 220 215+07 M.P. 221 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' CVR. 5.2' CVR. 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 CONTINUATION SEE DWG. 1832-03-ML-02-003 FOR CONTINUATION SEE DWG. 1832-03-ML-02-001 10/02/01 HT. = UNK. 220
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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
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