-
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