mp 394 mp 395 - puc.sd.gov
Post on 18-Jan-2022
1 Views
Preview:
TRANSCRIPT
W_UTM14_0892
WJH1SDHU003
S_UTM14_17643
SJH1SDHU002
MAT
CHLI
NE
1
820+
00
21
30" O.D. X 0.386" W.T., API -5LX-70 W/FBE COATING30" O.D. X 0.438" W.T., API -5LX-70 W/FBE COATING 59'
12,708'
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) ROSWELL SECTION
SPREAD 3B DISCIPLINE 03
SHEET 15 OF 20 SHEETS
STA. 1821+26 TO STA. 1951+66
UEI
LOYS ALVIN GRAY, III SD CE9004
1835
1835-03-ML-02-015 2
MA
TCH
LIN
E 1
821+
26
MA
TCH
LIN
E 1
951+
66
1945
+14
81'FBEO.C.
7
1880
+01
1880
+82
80'FBEO.C.
7
1876
+58
1877
+38
2
263'FBE
2
5,195'FBE
2
561'FBE
1951
+66
1821
+26
2
5,532'FBE
1831
+79
7.4
' CV
R.
1837
+14
6.4
' CV
R.
1856
+81
13.
1' C
VR
.
1826
+61
FE
NC
E
1827
+15
FE
NC
E
1829
+50
P.I.
10°
33'5
5" R
T.
1830
+99
P.I.
00°
25'1
5" L
T.
1834
+62
FE
NC
E
1834
+70
P.I.
05°
12'5
4" L
T.
1838
+83
P.I.
01°
06'3
8" L
T.
1841
+56
WA
TER
ED
GE
1841
+86
CL
WO
LF C
RE
EK
1842
+14
WA
TER
ED
GE
1842
+79
P.I.
01°
06'0
8" R
T.
1850
+17
FE
NC
E
1853
+94
P.I.
00°
35'4
5" L
T.18
54+4
4 P
.I. 0
1°08
'56"
RT.
1860
+24
P.I.
00°
03'0
4" L
T.
1861
+88
P.I.
00°
39'4
2" L
T.
1863
+72
OV
ER
HE
AD
1864
+48
FE
NC
E
1865
+62
FE
NC
E
1871
+83
P.I.
02°
36'3
2" R
T.
1872
+97
P.I.
11°
08'1
2" R
T.18
73+2
7 P
.I. 0
0°54
'32"
RT.
1876
+75
TE
LEP
HO
NE
LIN
E
1876
+77
ED
GE
OF
RO
AD
1876
+87
CL
PR
IVA
TE R
OA
D18
77+0
1 E
DG
E O
F R
OA
D18
77+1
6 F
EN
CE
(CH
AIN
LIN
K)
1880
+10
ED
GE
OF
RO
AD
1880
+20
CL
270T
H S
TRE
ET
1880
+30
ED
GE
OF
RO
AD
1880
+37
FE
NC
E
1906
+68
WA
TER
SU
PP
LY L
INE
1945
+95
FE
NC
E
PO
WE
RLI
NE
, HT.
=18'
1876
+44
FE
NC
E
1945
+46
RO
SW
L+
(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)
1820
+00
ML-SD-HU-0881.0000 ML-SD-HU-0883.0000 ML-SD-HU-0884.0000 ML-SD-HU-0885.0000 ML-SD-HU-0886.0000 ML-SD-HU-0887.0000 ML-SD-HU-0888.0000
MAT
CH
LIN
E
19
50+0
0
1825
+34
FE
NC
E
1825
+88
FE
NC
E
1828
+22
P.I.
10°
33'5
5" R
T.
1829
+69
P.I.
00°
25'1
5" L
T.
1833
+27
FE
NC
E
1833
+35
P.I.
05°
12'5
4" L
T.
1837
+45
P.I.
01°
06'3
8" L
T.
1840
+17
WA
TER
ED
GE
1840
+48
CL
WO
LF C
RE
EK
1840
+75
WA
TER
ED
GE
1841
+39
P.I.
01°
06'0
8" R
T.
1848
+74
FE
NC
E
1852
+46
P.I.
00°
35'4
5" L
T.18
52+9
6 P
.I. 0
1°08
'56"
RT.
1858
+69
P.I.
00°
03'0
4" L
T.
1860
+27
P.I.
00°
39'4
2" L
T.
1862
+11
OV
ER
HE
AD
1862
+86
FE
NC
E
1864
+00
FE
NC
E
1870
+96
P.I.
13°
42'2
2" R
T.18
71+3
4 P
.I. 1
1°08
'12"
RT.
1871
+64
P.I.
00°
54'3
2" R
T.
1875
+12
TE
LEP
HO
NE
LIN
E
1875
+14
ED
GE
OF
RO
AD
1875
+24
CL
PR
IVA
TE R
OA
D18
75+3
8 E
DG
E O
F R
OA
D18
75+5
2 F
EN
CE
(CH
AIN
LIN
K)
1878
+46
ED
GE
OF
RO
AD
1878
+56
CL
270T
H S
TRE
ET
1878
+66
ED
GE
OF
RO
AD
1878
+74
FE
NC
E
1905
+03
WA
TER
SU
PP
LY L
INE
1944
+29
FE
NC
E
PO
WE
RLI
NE
1874
+81
FE
NC
E
ML-SD-HU-0881.0000
ML-SD-HU-0883.0000 ML-SD-HU-0884.0000
ML-SD-HU-0885.0000ML-SD-HU-0886.0000
ML-SD-HU-0887.0000
ML-SD-HU-0888.0000
1833
+27
1848
+74
1864
+10
270T
H S
TRE
ET
RD
-SD
-HU
-088
5.00
00
1878+56
1931
+67
433RD AVENUE
1944
+30
1950
+00
1943
+80
RO
SW
L+
MAINLINE VALVE NO. ROSWL+36_8-A0-MLV-001 SEE DWG. 1835-01-ML-03-132
PRIVATE
ROAD
MP395
MP394
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)
80'FBE
7
1932
+77
1933
+57
2
1,157'FBE
1946
+05FOR VALVE
ASSEMBLY MATERIALSEE DWG.
1835-01-ML-03-132
1
50'FBE
1864
+35
1862
+38
1861
+90
1856
+68
1856
+38
1841
+27
1834
+60
1827
+10
7 30" O.D. X 0.516" W.T., API -5LX-70 W/FBE COATING 241'
1
9'FBE
1945
+23
1945
+55
425A MAINLINE VALVE ASSEMBLY
32'
425A
MA
TCH
LIN
E 1
820+
00
MA
TCH
LIN
E 1
950+
00
ILTO-027-2010
LAT. 43.460545LONG. -97.541161
LAT. 43.474966LONG. -97.542502
TEST SECTION 3B-4
1924
+51
M.P
. 395
1871
+71
M.P
. 394
1846
+39
P.I.
00°
28'3
7" L
T.18
47+7
9 P
.I. 0
0°28
'37"
LT.
1870
+21
P.I.
02°
36'3
2" R
T.18
72+5
8 P
.I. 1
3°42
'22"
RT.
1828
+22
P.I.
10°
33'5
5" R
T.
1829
+69
P.I.
00°
25'1
5" L
T.
1833
+35
P.I.
05°
12'5
4" L
T.
1837
+45
P.I.
01°
06'3
8" L
T.
1841
+39
P.I.
01°
06'0
8" R
T.
1846
+39
P.I.
00°
28'3
7" L
T.
1852
+46
P.I.
00°
35'4
5" L
T.18
52+9
6 P
.I. 0
1°08
'56"
RT.
1858
+69
P.I.
00°
03'0
4" L
T.
1860
+27
P.I.
00°
39'4
2" L
T.
1870
+96
P.I.
13°
42'2
2" R
T.18
71+3
4 P
.I. 1
1°08
'12"
RT.
1871
+64
P.I.
00°
54'3
2" R
T.
1870
+21
P.I.
02°
36'3
2" R
T.
ROSWL+36_8-A0-MLV-001 (+32')
SEE NOTE #5
NATURAL GROUND SEE NOTE #5 SEE NOTE #5
WOLF CREEK
1 EA
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.
M.P. 393.04 TO M.P. 395.51
36_8
-A0-
MLV
-001
36
_8-A
0-M
LV-0
01
MAINLINE VALVE ROSWL+36_8-A0-MLV-001
1835-01-ML-03-132425A
FOR
CO
NTI
NU
ATIO
N S
EE D
WG
.
1835
-03-
ML-
02-0
16
FOR
CO
NTI
NUAT
ION
SEE
DWG
.
1835
-03-
ML-
02-0
14
270T
H S
TREE
T
LAT. 43.45480063LONG. -97.54069679
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.
MAINLINE VALVE ROSWL+36_8-A0-MLV-001
1835-01-ML-03-133 0
1945
+32
RO
SW
L+36
_8-A
0-C
KV
-001
1862
+06
WA
TER
ED
GE
1860
+45
WA
TER
ED
GE
1859
+42
CL
CR
EE
K18
57+8
8 C
L C
RE
EK
1856
+48
WA
TER
ED
GE
1854
+98
WA
TER
ED
GE
1943
+66
RO
SW
L+36
_8-A
0-C
KV
-001
10/02/228.0'
CV
R.
6.0'
CLR
. (A
BO
VE
)
5.5'
CV
R.
0.5'
CLR
. (A
BO
VE
)
2
top related