MP 220 MP 221puc.sd.gov/commission/dockets/HydrocarbonPipeline/2007/... · 2012. 4. 16. · 401x,...
Transcript of MP 220 MP 221puc.sd.gov/commission/dockets/HydrocarbonPipeline/2007/... · 2012. 4. 16. · 401x,...
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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+
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146+
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11
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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+
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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