MP 00 274 MP 650 275...R T. 5 3 0 + 7 0 R O A D B A R D IT CH, 5 32 + 10 P.I. 0 0 3 8 '28 " R T. 5...
Transcript of MP 00 274 MP 650 275...R T. 5 3 0 + 7 0 R O A D B A R D IT CH, 5 32 + 10 P.I. 0 0 3 8 '28 " R T. 5...
W_SD_AERIAL_075W_SD_AERIAL_075
S_UTM14_1632
W_UTM14_AERIAL_15502
W_UTM14_AERIAL_15503
W_UTM14_AERIAL_18544
W_UTM14_AERIAL_18209
W_FSD_AERIAL_015
W_SD_AERIAL_015
S_UTM14_SD_038
MAT
CH
LIN
E
52
0+00
MAT
CH
LIN
E
65
0+00
520+
00
ML-SD-DY-0619.0000 ML-SD-CK-0620.0000
561+
46
ML-SD-CK-0621.0000 ML-SD-CK-0622.0000
614+
40
ML-SD-CK-0623.0000 ML-SD-CK-0624.0000 ML-SD-CK-0625.0000
650+
00
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) FERNEY SECTION
SPREAD 3B DISCIPLINE 03
SHEET 5 OF 20 SHEETS
STA. 520+39 TO STA. 650+49
UEI
LOYS ALVIN GRAY, III SD CE9004
1833
1833-03-ML-02-005 2
2
7
30" O.D. X 0.386" W.T., API -5LX-70 W/FBE COATING
30" O.D. X 0.516" W.T., API -5LX-70 W/FBE COATING
3 30" O.D. X 0.516" W.T., API -5LX-70 W/FBE COATING &12,557'
94'
360'
PIPELINE WARNING SIGNS 9 EACATHODIC TEST STATION 4 EAAERIAL MARKER 1 EA
PIPELINE MARKERS 0 EA
MP274
MP275
ML-SD-DY-0619.0000
(154
TH S
TREE
T)
NATURAL GROUND
TOP OF PIPE52
0+39
650+
49
CO
UN
TY R
OA
D 1
RD
-SD
-DY
-061
9.00
00
534+70
155T
H S
TRE
ET
RD
-SD
-CK
-062
1.00
00
587+93
413T
H A
VE
NU
ER
D-S
D-C
K-0
623.
0000
631+63
81' FBE & ARO
BR.
3
631+
23
632+
98
80' FBE BR.
7
587+
96
588+
76
119'FBE & ARO BR.
3
534+
55
535+
73
155T
H S
TREE
T
156T
H S
TREE
T
413TH AVENUE
80'FBE & ARO O.C.
3
643+
44
644+
24
526+
13
P.I.
00°
28'3
7" R
T.
530+
70
RO
AD
BA
R D
ITC
H,
532+
10
P.I.
00°
38'2
8" R
T.
533+
52
P.I.
02°
30'4
6" R
T.53
4+77
FE
NC
E
535+
00
ED
GE
OF
RO
AD
535+
10
CL
CO
UN
TY R
OA
D 1
535+
22
ED
GE
OF
RO
AD
535+
33
TELE
PH
ON
E L
INE
535+
49
FEN
CE
535+
79
UN
DE
RG
RO
UN
D
536+
52
P.I.
02°
49'1
4" L
T.
561+
86
P.I.
03°
41'1
2" L
T.56
1+87
FE
NC
E
566+
43
P.I.
03°
27'3
7" R
T.
571+
80
P.I.
00°
42'2
0" L
T.
587+
87
FEN
CE
588+
29
ED
GE
OF
RO
AD
588+
37
CL
155T
H S
TRE
ET
588+
47
ED
GE
OF
RO
AD
588+
62
UN
DE
RG
RO
UN
D
588+
64
TELE
PH
ON
E L
INE
588+
73
FEN
CE
614+
85
FEN
CE
615+
39
WA
TER
ED
GE
615+
69
CL
STR
EA
M61
5+86
W
ATE
R E
DG
E61
8+18
FE
NC
E
621+
05
FEN
CE
627+
99
P.I.
00°
46'2
2" R
T.62
8+01
U
ND
ER
GR
OU
ND
631+
47
TELE
PH
ON
E L
INE
631+
89
ED
GE
OF
RO
AD
632+
11
CL
413T
H A
VE
NU
E
632+
30
ED
GE
OF
RO
AD
643+
83
FEN
CE
MA
TCH
LIN
E
520+
39
525+
74
P.I.
00°
28'3
7" R
T.
530+
31
RO
AD
BA
R D
ITC
H
531+
70
P.I.
00°
38'2
8" R
T.
533+
12
P.I.
02°
30'4
6" R
T.53
4+36
FE
NC
E
534+
59
ED
GE
OF
RO
AD
534+
70
CL
CO
UN
TY R
OA
D 1
534+
82
ED
GE
OF
RO
AD
534+
92
TELE
PH
ON
E L
INE
535+
09
FEN
CE
535+
39
UN
DE
RG
RO
UN
D
536+
11
P.I.
02°
49'1
4" L
T.
561+
45
P.I.
03°
41'1
2" L
T.56
1+46
FE
NC
E
566+
01
P.I.
03°
27'3
7" R
T.
571+
37
P.I.
00°
42'2
0" L
T.
573+
54
42" N
OR
THE
RN
587+
85
ED
GE
OF
RO
AD
587+
93
CL
155T
H S
TRE
ET
588+
03
ED
GE
OF
RO
AD
588+
18
UN
DE
RG
RO
UN
D
588+
20
TELE
PH
ON
E L
INE
588+
29
FEN
CE
614+
40
FEN
CE
614+
94
WA
TER
ED
GE
615+
24
CL
STR
EA
M61
5+40
W
ATE
R E
DG
E
617+
72
FEN
CE
620+
59
FEN
CE
627+
52
P.I.
00°
46'2
2" R
T.62
7+54
U
ND
ER
GR
OU
ND
631+
00
TELE
PH
ON
E L
INE
631+
41
ED
GE
OF
RO
AD
631+
63
CL
413T
H A
VE
NU
E
631+
83
ED
GE
OF
RO
AD
643+
35
FEN
CE
630+
88
FEN
CE
632+
80
OV
ER
HE
AD
632+
32
OV
ER
HE
AD
MA
TCH
LIN
E
650+
49
1,417' FBE
2
5,223' FBE
2
4,246' FBE
2
625' FBE
2
1,046' FBE
2
14' FBE BR.
7
80'FBE & ARO BR.
3
632+
03
632+
17
ML-SD-CK-0620.0000
ML-SD-CK-0621.0000
ML-SD-CK-0622.0000
ML-SD-CK-0623.0000
ML-SD-CK-0624.0000
ML-SD-CK-0625.0000
535+
94
9.1'
CV
R.
643+
84
7.1'
CV
R.
528+
87
532+
16
561+
87
614+
8561
5+09
616+
81
619+
74
624+
5662
6+09
629+
87
ABRASION RESISTANT OVERCOAT
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
PO
WE
RLI
NE
PO
WE
RLI
NE
(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)
587+
43
FEN
CE
PO
WE
RLI
NE
(BA
RB
ED
WIR
E)
PO
WE
RLI
NE
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
PO
WE
RLI
NE
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
PO
WE
RLI
NE
(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)
631+
36
FEN
CE
PO
WE
RLI
NE
, HT.
= 2
0'
(BA
RB
ED
WIR
E)
PO
WE
RLI
NE
CO
UNT
Y R
OAD
1
(154
TH S
TRE
ET)
(154
TH S
TRE
ET)
(154
TH S
TRE
ET)
(35) (20) (34) (26)
643+
34
633+
11
P.I.
00°
25'3
4" L
T.63
3+59
P
.I. 0
0°25
'34"
LT.
LAT. 45.150359 LONG. -97.965607
LAT. 45.135885 LONG. -97.965553
622+
47
P.I.
03°
51'3
6" L
T.62
2+86
P
.I. 1
2°08
'19"
LT.
623+
25
P.I.
11°
44'3
5" L
T.62
3+65
P
.I. 0
3°42
'33"
LT.
622+
93
P.I.
03°
51'3
6" L
T.62
3+32
P
.I. 1
2°08
'19"
LT.
623+
72
P.I.
11°
44'3
5" L
T.62
4+12
P
.I. 0
3°42
'33"
LT.
642+
20
P.I.
03°
30'1
0" R
T.64
2+60
P
.I. 1
3°48
'51"
RT.
643+
15
P.I.
12°
27'5
9" R
T.
642+
68
P.I.
03°
30'1
0" R
T.64
3+08
P
.I. 1
3°48
'51"
RT.
643+
64
P.I.
12°
27'5
9" R
T.
520+
70
4.8'
CV
R.
640+
38
6.4'
CV
R.
525+
74
P.I.
00°
28'3
7" R
T.
531+
70
P.I.
00°
38'2
8" R
T.
533+
12
P.I.
02°
30'4
6" R
T.
536+
11
P.I.
02°
49'1
4" L
T.
561+
45
P.I.
03°
41'1
2" L
T.
566+
01
P.I.
03°
27'3
7" R
T.
571+
37
P.I.
00°
42'2
0" L
T.
627+
52
P.I.
00°
46'2
2" R
T.
622+
47
P.I.
03°
51'3
6" L
T.62
2+86
P
.I. 1
2°08
'19"
LT.
623+
25
P.I.
11°
44'3
5" L
T.62
3+65
P
.I. 0
3°42
'33"
LT.
633+
11
P.I.
00°
25'3
4" L
T.
642+
20
P.I.
03°
30'1
0" R
T.64
2+60
P
.I. 1
3°48
'51"
RT.
643+
15
P.I.
12°
27'5
9" R
T.
MA
TCH
LIN
E
520+
00
MA
TCH
LIN
E
650+
00
545+
04 M
.P. 2
74
BO
RD
ER
PIP
ELI
NE
57
3+96
42
" NO
RTH
ER
N
BO
RD
ER
PIP
ELI
NE
597+
84 M
.P. 2
75
632+
33
FEN
CE
TEST SECTION 3B-1ILTO-025-2010
M.P. 273.53 TO M.P. 276.00
FOR
CO
NTI
NU
ATIO
N S
EE
DW
G.
1833
-03-
ML-
02-0
06
FOR
CO
NTI
NU
ATIO
N S
EE D
WG
.18
33-0
3-M
L-02
-004
CO
MP
AN
YC
OM
PA
NY
13' C
VR
.4.
5' C
LR. (
AB
OV
E)
10/02/08
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 13922+16 AND DIVIDE BY 5280.
7) THE SUBSTANTIAL CONSTRUCTION COMPLETION DATE, BASED ON CALIPER PIG RUN, WAS OCTOBER 08, 2009 FOR M.P. 259.21 TO M.P. 301.75 AND OCTOBER 10, 2009 FOR M.P. 301.75 TO M.P. 343.98.
6.3'
CV
R.
SEE NOTE #5
10.1
' CV
R.
3.5'
CLR
. (A
BO
VE
)
8.0'
CV
R.
5.0'
CLR
. (A
BO
VE
)
5.6'
CV
R.
3.0'
CLR
. (A
BO
VE
)
5.6'
CV
R.
3.0'
CLR
. (A
BO
VE
)
7.5'
CV
R.
4.0'
CLR
. (A
BO
VE
)
6.7'
CV
R.
3.2'
CLR
. (A
BO
VE
)
632+
80
FEN
CE
(BA
RB
ED
WIR
E)
275