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SD_092106_54
W_UTM14_AERIAL_15427
W_SD_AERIAL_008
W_UTM14_11012SSC2SDSA003
S_UTM14_SD_020
W_UTM14_11012
2210
+00
2225
+44
2278
+20
2330
+94
2340
+00
ML-SD-DY-0576.0000 ML-SD-DY-0577.0000 ML-SD-DY-0579.0000 ML-SD-DY-0581.0000 ML-SD-DY-0583.0000 ML-SD-DY-0585.0000
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 &
2211
+35
2341
+45
MAT
CH
LIN
E
221
0+00
MAT
CH
LIN
E 2
340+
00
AS-BUILT ALIGNMENT
1. THE MAXIMUM OPERATING PRESSURE (MOP) IS 1440 PSIG.2. THE MINIMUM TEST PRESSURE WAS 1801 PSIG.
LOYS ALVIN GRAY, III
ML-SD-DY-0576.0000 CO
UN
TY R
OA
D 1
8 (1
41S
T S
TRE
ET)
NATURAL GROUND
TOP OF PIPE
AS-BUILT ALIGNMENT
1. THE MAXIMUM OPERATING PRESSURE (MOP) IS 1440 PSIG.2. THE MINIMUM TEST PRESSURE WAS 1801 PSIG.
KEYSTONE MAINLINE (NPS 30 2008) LUDDEN SECTION
SPREAD 2A DISCIPLINE 03
SHEET 18 OF 19 SHEETS
STA. 2211+35 TO STA. 2341+45
UEI
LOYS ALVIN GRAY, III SD CE9004
1832
1832-03-ML-02-018 2
2217
+64
FE
NC
E
2219
+63
P.I.
00°
42'2
2" L
T.
2223
+13
P.I.
00°
49'2
6" R
T.
2226
+24
FE
NC
E
2229
+18
P.I.
00°
14'5
6" R
T.
2249
+40
BE
GIN
SLO
UG
H22
49+8
1 C
L S
LOU
GH
2250
+40
EN
D S
LOU
GH
2252
+96
ED
GE
OF
RO
AD
2253
+09
CL
140T
H S
TRE
ET
2253
+21
ED
GE
OF
RO
AD
2253
+30
FE
NC
E
2274
+94
P.I.
07°
02'0
1" R
T.22
75+2
3 P
.I. 0
2°34
'23"
RT.
2278
+72
P.I.
05°
02'4
7" R
T.,
2279
+56
FE
NC
E
2280
+57
WA
TER
ED
GE
2280
+63
CL
MU
D C
RE
EK
2280
+71
WA
TER
ED
GE
2292
+10
P.I.
01°
34'0
8" L
T.
2298
+60
P.I.
05°
47'4
1" R
T.
2303
+84
P.I.
03°
25'2
3" R
T.23
04+6
4 P
.I. 0
3°16
'56"
LT.
2305
+73
FIB
ER
OP
TIC
CA
BLE
2305
+90
ED
GE
OF
RO
AD
2306
+02
CL
CO
UN
TY R
OA
D 1
8
2306
+14
ED
GE
OF
RO
AD
2306
+38
NO
RTH
ER
N N
ATU
RA
L
2306
+97
P.I.
03°
31'1
2" L
T.
2316
+00
BE
GIN
SLO
UG
H
2317
+45
CL
SLO
UG
H
2318
+39
EN
D S
LOU
GH
2339
+63
P.I.
00°
18'2
6" R
T.23
39+9
4 B
EG
IN D
RA
IN23
40+0
7 C
L D
RA
IN23
40+2
2 E
ND
DR
AIN
2216
+30
FE
NC
E
2218
+28
P.I.
00°
42'2
2" L
T.
2221
+77
P.I.
00°
49'2
6" R
T.
2224
+88
FE
NC
E
2227
+81
P.I.
00°
14'5
6" R
T.
2230
+88
P.I.
00°
46'0
4" L
T.
2237
+98
P.I.
00°
03'1
7" L
T.
2247
+50
P.I.
00°
03'6
0" R
T.22
48+0
2 B
EG
IN S
LOU
GH
2248
+44
CL
SLO
UG
H22
49+0
2 E
ND
SLO
UG
H
2251
+58
ED
GE
OF
RO
AD
2251
+71
CL
140T
H S
TRE
ET
2251
+83
ED
GE
OF
RO
AD
2251
+92
FE
NC
E
2273
+55
P.I.
07°
02'0
1" R
T.22
73+8
4 P
.I. 0
2°34
'23"
RT.
2278
+16
FE
NC
E
2279
+16
WA
TER
ED
GE
2279
+22
CL
MU
D C
RE
EK
2279
+30
WA
TER
ED
GE
2280
+49
P.I.
08°
38'1
5" L
T.22
81+2
2 P
.I. 0
9°46
'51"
LT.
2290
+68
P.I.
01°
34'0
8" L
T.
2297
+18
P.I.
05°
47'4
1" R
T.
2302
+41
P.I.
03°
25'2
3" R
T.23
03+2
2 P
.I. 0
3°16
'56"
LT.
2304
+30
FIB
ER
OP
TIC
CA
BLE
2304
+47
ED
GE
OF
RO
AD
2304
+59
CL
CO
UN
TY R
OA
D 1
8
2304
+71
ED
GE
OF
RO
AD
2304
+95
NO
RTH
ER
N N
ATU
RA
L
2305
+54
P.I.
03°
31'1
2" L
T.23
06+2
6 P
.I. 0
3°15
'57"
RT.
2314
+56
BE
GIN
SLO
UG
H
2316
+02
CL
SLO
UG
H
2316
+95
EN
D S
LOU
GH
2324
+39
P.I.
00°
07'5
6" L
T.
2338
+18
P.I.
00°
18'2
6" R
T.23
38+4
9 B
EG
IN D
RA
IN23
38+6
2 C
L D
RA
IN23
38+7
7 E
ND
DR
AIN
MP260
MP259
5,215' FBE
2 110'FBE & ARO BR.
3
2305
+64
2306
+74
4,134' FBE
2 80'FBE & ARO O.C.
3
2252
+69
2253
+49
3,471' FBE
2
CO
UN
TY R
OA
D 1
8R
D-S
D-D
Y-0
581.
0000
2304+59
140T
H S
TRE
ET
140T
H S
TRE
ET
RD
-SD
-DY
-057
7.00
00
2251+71
MA
TCH
LIN
E 2
211+
35
MA
TCH
LIN
E 2
341+
45
ML-SD-DY-0577.0000 ML-SD-DY-0579.0000
ML-SD-DY-0581.0000
ML-SD-DY-0583.0000
ML-SD-DY-0585.0000
MUD CREEK
12,820'190'
2217
+33
9.2
' CV
R.
2220
+11
5.5
' CV
R.
2221
+72
8.4
' CV
R.
2228
+61
5.3
' CV
R.
2264
+57
6.4
' CV
R.
2280
+46
8.1
' CV
R.
2282
+88
4.5
' CV
R.
2288
+19
6.0
' CV
R.
2305
+59
4.5
' CV
R.
6
.0' C
VR
.
2313
+12
4.9
' CV
R.
2316
+39
6.6
' CV
R.
2335
+64
5.3
' CV
R.
PIPELINE WARNING SIGNS 4 EACATHODIC TEST STATION 1 EAAERIAL MARKER 1 EA
PIPELINE MARKERS 0 EA
2280
+78
2283
+38
2219
+29
22
19+5
5
2315
+92
2318
+31
ABRASION RESISTANT OVERCOAT
(141
ST
STR
EE
T)(1
41S
T S
TRE
ET)
(141
ST
STR
EE
T)
2232
+25
P.I.
00°
46'0
4" L
T.
2239
+35
P.I.
00°
03'1
7" L
T.
2248
+88
P.I.
00°
03'6
0" R
T.
2277
+33
P.I.
05°
02'4
7" R
T.
2281
+90
P.I.
08°
38'1
5" L
T.22
82+6
3 P
.I. 0
9°46
'51"
LT.
2307
+69
P.I.
03°
15'5
7" R
T.
2325
+83
P.I.
00°
07'5
6" L
T.
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
MA
TCH
LIN
E 2
340+
00
MA
TCH
LIN
E 2
210+
00
2316
+03
P.I.
00°
15'1
8" R
T.23
17+4
7 P
.I. 0
0°15
'18"
RT.
2218
+28
P.I.
00°
42'2
2" L
T.
2221
+77
P.I.
00°
49'2
6" R
T.
2227
+81
P.I.
00°
14'5
6" R
T.
2230
+88
P.I.
00°
46'0
4" L
T.
2237
+98
P.I.
00°
03'1
7" L
T.
2247
+50
P.I.
00°
03'6
0" R
T.
2273
+55
P.I.
07°
02'0
1" R
T.22
73+8
4 P
.I. 0
2°34
'23"
RT.
2280
+49
P.I.
08°
38'1
5" L
T.22
81+2
2 P
.I. 0
9°46
'51"
LT.
2290
+68
P.I.
01°
34'0
8" L
T.
2297
+18
P.I.
05°
47'4
1" R
T.
2302
+41
P.I.
03°
25'2
3" R
T.23
03+2
2 P
.I. 0
3°16
'56"
LT.
2305
+54
P.I.
03°
31'1
2" L
T.
2306
+26
P.I.
03°
15'5
7" R
T.
2324
+39
P.I.
00°
07'5
6" L
T.
2338
+18
P.I.
00°
18'2
6" R
T.
2277
+33
P.I.
05°
02'4
7" R
T.
2316
+03
P.I.
00°
15'1
8" R
T.
LAT. 45.364801LONG. -97.950394
LAT. 45.350325LONG. -97.950225
MP261 LAT. 45.335911LONG. -97.95023
2327
+07
M.P
. 261
2274
+27
M.P
. 260
2221
+47
M.P
. 259
(24) (24)
TEST SECTION 3B-1ILTO-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.
5.2'
CV
R.
CLR
. UN
K. (
AB
OV
E)
G
AS
PIP
ELI
NE
7
.5' C
VR
.
M.P. 258.81 TO M.P. 261.27
FOR
CO
NTI
NU
ATIO
N S
EE
DW
G.
1832
-03-
ML-
02-0
17
FOR
CO
NTI
NU
ATIO
N S
EE
DW
G.
1832
-03-
ML-
02-0
19
10/02/01
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 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.
AMSDEN LAKE TRIB.
G
AS
PIP
ELI
NE
7
.0' C
VR
.
3.5
' CLR
. (A
BO
VE
)
TEST SECTION 2A-4ILTO-024-2010 2251+96
260