sd1834-019 1834-19 (1) - puc.sd.govpuc.sd.gov/commission/dockets/hydrocarbonpipeline/... ·...
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S_UTM14_AERIAL_15772
W_UTM14_11028
W_UTM14_AERIAL_18215 NWI_421174
NWI_421174W_UTM14_11029
WJH1SDMI006A
2340
+00
ML-SD-MN-0784.0000
2360
+75
ML-SD-MN-0785.0000 ML-SD-MN-0786.0000
2416
+96
ML-SD-MN-0788.0000 ML-SD-MN-0790.0000
2470
+00
MAT
CH
LIN
E
23
40+0
0
MA
TCH
LIN
E
2
470+
00
730" 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
2 12,848'
PIPELINE WARNING SIGNS 10 EACATHODIC TEST STATION 2 EAAERIAL MARKER 0 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) CARPENTER SECTION
SPREAD 3B DISCIPLINE 03
SHEET 19 OF 20 SHEETS
STA. 2341+33 TO STA. 2471+42
UEI
LOYS ALVIN GRAY, III SD CE9004
1834
1834-03-ML-02-019 2
2362
+10
FE
NC
E (H
OG
WIR
E)
2365
+39
FE
NC
E
2389
+38
RO
AD
BA
R D
ITC
H,
2389
+45
ED
GE
OF
RO
AD
2389
+58
CL
234T
H S
TRE
ET
2389
+66
ED
GE
OF
RO
AD
2389
+70
RO
AD
BA
R D
ITC
H,
2389
+87
FE
NC
E
2402
+35
FE
NC
E
2403
+42
FE
NC
E
2405
+88
FE
NC
E (
ELE
CTR
IC)
(BA
RB
ED
WIR
E)
2439
+70
FE
NC
E
PO
WE
RLI
NE
, HT.
= 2
4'
2448
+22
ED
GE
OF
RO
AD
2448
+31
CL
235T
H S
TRE
ET
2448
+42
ED
GE
OF
RO
AD
2448
+57
FE
NC
E
2447
+88
OV
ER
HE
AD
(BA
RB
ED
WIR
E)
2448
+13
FE
NC
E
(BA
RB
ED
WIR
E)
2418
+33
FE
NC
E
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
2389
+22
FE
NC
E
MA
TCH
LIN
E
234
1+33
MA
TCH
LIN
E
247
1+42
2360
+75
FE
NC
E (H
OG
WIR
E)
2364
+04
FE
NC
E
2388
+02
RO
AD
BA
R D
ITC
H
2388
+08
ED
GE
OF
RO
AD
2388
+22
CL
234T
H S
TRE
ET
2388
+29
ED
GE
OF
RO
AD
2388
+34
RO
AD
BA
R D
ITC
H
2388
+50
FE
NC
E
2391
+97
P.I.
09°
54'4
8" L
T.
2400
+98
FE
NC
E
2402
+05
FE
NC
E
2404
+51
FE
NC
E (
ELE
CTR
IC)
2438
+30
FE
NC
E
PO
WE
RLI
NE
2446
+82
ED
GE
OF
RO
AD
2446
+91
CL
235T
H S
TRE
ET
2447
+01
ED
GE
OF
RO
AD
2447
+16
FE
NC
E
2446
+47
OV
ER
HE
AD
2446
+73
FE
NC
E
2416
+95
FE
NC
E
2387
+85
FE
NC
E
2447
+50
P.I.
06°
13'1
2" R
T.
2455
+25
P.I.
00°
12'2
7" R
T.
2446
+25
P.I.
05°
02'5
5" R
T.24
46+4
6 P
.I. 0
1°41
'47"
RT.
2417
+48
P.I.
03°
00'0
9" L
T.24
17+7
0 P
.I. 1
2°12
'39"
LT.
2418
+11
P.I.
10°
26'3
3" L
T.24
18+3
7 P
.I. 0
4°11
'28"
LT.
2426
+13
P.I.
10°
53'0
3" R
T.
2412
+71
P.I.
08°
09'2
7" R
T.
81'FBEO.C.
2447
+94
2448
+75
80'FBEO.C.
7
2389
+13
2389
+93
2,267' FBE
2
5,801' FBE
2
4,780' FBE
2
2341
+33
2471
+42
234T
H S
TRE
ET
RD
-SD
-MN
-078
5.00
00
2388+22
235T
H S
TRE
ET
RD
-SD
-MN
-078
8.00
00
2446+91
234T
H S
TREE
T
235T
H S
TREE
T
(BA
RB
ED
WIR
E)
161'
2377
+67
5.1
' CV
R.
2381
+02
6.9
' CV
R.
5
.8' C
VR
.
ML-SD-MN-0785.0000 MP357
MP358
MP356
ML-SD-MN-0784.0000
ML-SD-MN-0786.0000
ML-SD-MN-0788.0000
ML-SD-MN-0790.0000
SEE NOTE #5
TOP OF PIPE
(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)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
2439
+72
2418
+33
2405
+87
2403
+41
2365
+38
2362
+09
2430
+43
2434
+81
7
TEST SECTION 3B-3ILTO-026-2010
LAT. 44.000987LONG. -97.707487
2364
+41
M.P
. 356
LAT. 43.987339LONG. -97.701073
LAT. 43.973962LONG. -97.694057
2417
+21
M.P
. 357
2470
+01
M.P
. 358
MA
TCH
LIN
E
247
0+00
MA
TCH
LIN
E
234
0+00
2391
+97
P.I.
09°
54'4
8" L
T.23
93+3
4 P
.I. 0
9°54
'48"
LT.
2412
+71
P.I.
08°
09'2
7" R
T.24
14+0
9 P
.I. 0
8°09
'27"
RT.
,24
13+1
1 P
.I. 0
9°50
'58"
RT.
2413
+11
P.I.
09°
50'5
8" R
T.24
14+4
9 P
.I. 0
9°50
'58"
RT.
,
2417
+48
P.I.
03°
00'0
9" L
T.24
18+8
6 P
.I. 0
3°00
'09"
LT.
2418
+90
P.I.
00°
58'0
2" R
T.
2417
+70
P.I.
12°
12'3
9" L
T.24
18+1
1 P
.I. 1
0°26
'33"
LT.
2418
+37
P.I.
04°
11'2
8" L
T.24
18+9
0 P
.I. 0
0°58
'02"
RT.
2419
+08
P.I.
12°
12'3
9" L
T.24
19+4
9 P
.I. 1
0°26
'33"
LT.
2419
+76
P.I.
04°
11'2
8" L
T.24
20+2
9 P
.I. 0
0°58
'02"
RT.
2426
+13
P.I.
10°
53'0
3" R
T.24
27+5
2 P
.I. 1
0°53
'03"
RT.
2447
+50
P.I.
06°
13'1
2" R
T.
2446
+46
P.I.
01°
41'4
7" R
T.24
46+2
5 P
.I. 0
5°02
'55"
RT.
2447
+66
P.I.
05°
02'5
5" R
T.24
47+8
6 P
.I. 0
1°41
'47"
RT.
2448
+91
P.I.
06°
13'1
2" R
T.
2455
+25
P.I.
00°
12'2
7" R
T.24
56+6
6 P
.I. 0
0°12
'27"
RT.
2382
+27
6.6
' CV
R.
5
.8' C
VR
. (30)
NATURAL GROUND
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 16432+39 AND DIVIDE BY 5280.
6.5'
CV
R.
6.5'
CV
R.
FOR
CO
NTI
NU
ATIO
N S
EE
DW
G.
1834
-03-
ML-
02-0
18
FOR
CO
NTI
NU
ATIO
N S
EE
DW
G.
1834
-03-
ML-
02-0
20
M.P. 355.56 TO M.P. 358.03
10/02/15
7) THE SUBSTANTIAL CONSTRUCTION COMPLETION DATE, BASED ON CALIPER PIG RUN, WAS OCTOBER 10, 2009 FOR M.P. 301.75 TO M.P. 343.98 AND OCTOBER 31, 2009 FOR M.P. 343.98 TO 377.31.
2348
+28
5.0
' CV
R.
2355
+12
5.0
' CV
R.
2432
+17
6.0
' CV
R.
2458
+34
5.0
' CV
R.
2469
+29
5.0
' CV
R.