CA
NA
DIA
N P
AC
IFIC
RA
ILWA
Y
CANADIAN PACIFIC RAILWAY
L100-LINE
HIGHWAY No.1
L50-LIN
E
L
1
0
-
L
IN
E
12+00
HA
RP
ER
LA
KE
RO
AD
BEDROCK
ORIGINAL GROUND
300mm ORGANIC STRIPPING (AVG.)
OVERBURDEN
NPAG CUT
12+00.000
O
R
IG
IN
A
L
G
R
O
U
N
D
9
9
+
0
0
100+
00
101+
00
102+00
103+00
104+00
105+00
106+00
PC
C 100+
04.245
TS
1
05
+8
6.1
01
ST
1
03
+3
2.5
11
CS
10
2+
72
.5
11
SC 106+56.101
P
C
1
0
+
2
5
.
4
9
8
PC
12+
17.146
PC
1
3+
66
.2
23
PT
11+
54.948
PT
1
3+
19
.4
99
N.T.S.
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
C
C
CC
C
F
F
F F
F
F
F
F
F
F
C
C
C
C
C
C
C
CC C
C
F
F
F
F
F
F
F
F
F
FF
F
F
F
F
C
11+00 12+0013+00
51+00 52+00F F
F
F
F
BRITISHCOLUMBIA
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERING
SOUTHERN INTERIOR REGION
15-0756 - 1150PRP.DWG
2020-04-21
K. STOYCHEV
K. TOMPKINS
M. PONZINI
T.SCHAFTHUIZEN
APRIL 2020
APRIL 2020
APRIL 2020
APRIL 2020
2802 23801-0001 SIR R2-982-1151
SUGGESTED PAG ROCK PLACEMENT PLAN
HIGHWAY NO. 1
CHASE CREEK ROAD TO CHASE WEST
0 10 50m1:1000
M
A
T
C
H
L
IN
E
S
E
E
D
W
G
. R
2
-9
8
2
-1
1
5
2
LEGEND
NPAG CUT
PAG FILL
PAG CUT
C
A
N
A
D
IA
N
P
A
C
IF
IC
R
A
IL
W
A
Y
107+
40
L
1
0
-
L
I
N
E
H
A
R
P
E
R
L
A
K
E
R
O
A
D
L20-L
INE
H
IG
H
W
A
Y
N
o
.1
L
1
0
0
-L
IN
E
S
H
U
S
W
A
P
C
H
A
S
E
C
R
E
E
K
R
O
A
D
1
1
0
+
0
0
1
4
+
3
5
60+00
61+00
6
2
+
0
0
ST
A 60+
00.00
DE
SIG
N S
PE
ED
=
30 km
/h
L50-LIN
E
L20 L
INE
107+40.000
BEDROCK
300mm ORGANIC
STRIPPING (AVG.)
ORIGINAL GROUND
NPAG CUT
14+35
ORIGINAL GROUND
BEDROCK
300mm ORGANIC
STRIPPING (AVG.)
NPAG CUT
110+00.000
BEDROCK
ORIGINAL GROUND
300mm ORGANIC
STRIPPING (AVG.)
1.0m DRAINAGE BLANKET
ZONE OF PAG ROCK
ENCAPSULATION
P
C
2
0
+
4
1
.
8
0
1
PT
21+
03.119
TS
21+
34.299
T
S
2
2
+
1
9
.8
5
2
S
T
2
2
+
1
9
.6
0
6
ST
24+
11.873
C
S
2
1
+
8
9
.6
0
6
CS
23+
71.873
SC
2
1+
64
.2
99
S
C
2
2
+
5
9
.8
5
2
7
1
+
0
0
107+
00
108+00
1
0
9
+
0
0
1
1
0
+
0
0
1
1
1
+
0
0
1
1
2
+
0
0
113+
00
114+00
T
S
1
1
0
+
8
3
.
5
4
5
S
T
1
1
0
+
4
0
.
6
8
9
C
S
1
0
9
+
7
0
.
6
8
9
SC 106+56.101
S
C
1
1
1
+
4
3
.
5
4
5
P
C
1
3
+
6
6
.2
2
3
P
T
1
3
+
1
9
.4
9
9
P
T
1
4
+
4
4
.
4
6
9
T
S
1
5
+
9
1
.
8
5
8
S
T
1
7
+
0
0
.2
3
0
CS
16+
60.230
S
C
1
6
+
3
1
.8
5
8
N.T.S. N.T.S. N.T.S.
F
F
F
F
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
C
C
C
C
F
F
C
C
C
C
C
F
F
F
F
F
F
F
C
C
F
F
F
F
F
C
C
F
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
C
C
C
C
C
C
CC
C
F
F
F
F
F
F
C
C
C
F
F
F
F
F
F
F
F
F
F
F
C
C
C
F
F
71+00
17+17.06
14+00
15+00
16+0017+00
21+00 22+00
23+00 24+00
53+00
54+0
0
D30 -
LINE
521+00
522+00
F
F
C
0 10 50m1:1000
M
A
T
C
H
L
IN
E
S
E
E
D
W
G
. R
2
-
9
8
2
-
1
1
5
3
BRITISHCOLUMBIA
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERING
SOUTHERN INTERIOR REGION
15-0756 - 1150PRP.DWG
2020-04-21
K. STOYCHEV
K. TOMPKINS
M. PONZINI
T.SCHAFTHUIZEN
APRIL 2020
APRIL 2020
APRIL 2020
APRIL 2020
2802 23801-0001 SIR R2-982-1152
SUGGESTED PAG ROCK PLACEMENT PLAN
HIGHWAY NO. 1
CHASE CREEK ROAD TO CHASE WEST
MA
TC
H L
IN
E S
EE
D
WG
. R
2-9
82
-1
15
1
LEGEND
NPAG CUT
PAG FILL
PAG CUT
L
1
0
0
-L
IN
E
H
IG
H
W
A
Y
N
o
.1
S
H
U
S
W
A
P
C
H
A
S
E
C
R
E
E
K
R
O
A
D
L
2
0
L
IN
E
1
2
0
+
8
0
120+80.000
ORIGINAL GROUND
300mm ORGANIC
STRIPPING (AVG.)
1.0m DRAINAGE BLANKET
ZONE OF PAG ROCK
ENCAPSULATION
P
C
2
5
+
4
8
.5
7
7
P
T
2
6
+
0
3
.9
0
7
1
1
4
+
0
0
115+
00
116+
00
1
1
7
+
0
0
1
1
8
+
0
0
1
1
9
+
0
0
1
2
0
+
0
0
1
2
1
+
0
0
P
C
1
1
8
+
7
9
.8
9
3
P
T
1
1
9
+
4
0
.7
9
7
S
T
1
1
7
+
1
3
.5
8
5
C
S
1
1
6
+
5
3
.5
8
5
N.T.S.
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
25+00
26+00
BRITISHCOLUMBIA
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERING
SOUTHERN INTERIOR REGION
15-0756 - 1150PRP.DWG
2020-04-21
K. STOYCHEV
K. TOMPKINS
M. PONZINI
T.SCHAFTHUIZEN
APRIL 2020
APRIL 2020
APRIL 2020
APRIL 2020
2802 23801-0001 SIR R2-982-1153
SUGGESTED PAG ROCK PLACEMENT PLAN
HIGHWAY NO. 1
CHASE CREEK ROAD TO CHASE WEST
0 10 50m1:1000
MA
TC
H L
IN
E S
EE
D
WG
. R
2-9
82
-1
15
4
MA
TC
H L
IN
E S
EE
D
WG
. R
2-9
82
-1
15
2
LEGEND
NPAG CUT
PAG FILL
PAG CUT
CANADIAN PACIFIC RAILWAY
L40-LIN
E
FR
ON
TA
GE
RO
AD
L100-L
INE
HIG
HW
AY
No.1
1
2
1
+
3
0
L30-LIN
E
FR
O
NT
AG
E R
O
AD
1
2
2
+
4
0
121+30.000
300mm ORGANIC
STRIPPING (AVG.)
1.0m DRAINAGE BLANKET
ORIGINAL GROUND
ZONE OF PAG ROCK
ENCAPSULATION
122+40.000
ORIGINAL GROUND
300mm ORGANIC
STRIPPING (AVG.)
1.0m DRAINAGE BLANKET
ZONE OF PAG ROCK
ENCAPSULATION
4
0
+
0
0
41+
00
4
2
+
0
0
4
3
+
0
0
P
C
4
3
+
0
2
.0
9
4
T
S
4
0
+
2
6
.8
1
6
TS
41+
17.422
ST
41+
06.421 S
T
4
2
+
5
8
.1
8
8
C
S
4
0
+
7
6
.4
2
1
C
S
4
2
+
2
8
.1
8
8
S
C
4
0
+
5
6
.8
1
6
SC
41+
47.422
3
1
+
0
0
32+
00
33+
00
34+
00
P
C
33+
69.988
PC
30+
36.8
38
S
T
31+
85.781
C
S
3
1
+
5
5
.7
8
1
1
2
1
+
0
0
1
2
2
+
0
0
1
2
3
+
0
0
124+
00
125+
00
126+
00
1
2
7
+
0
0
1
2
8
+
0
0
1
2
9
+
0
0
TS
125+
24.813
T
S
1
2
8
+
7
7
.
5
1
6
T
S
1
2
2
+
8
1
.3
8
4
ST
125+
21.307
S
T
1
2
8
+
0
0
.
3
1
1
CS
124+
61.307
C
S
1
2
7
+
3
0
.
3
1
1
S
C
1
2
3
+
4
1
.3
8
4
SC
125+
94.813
N.T.S. N.T.S.
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
FF
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
D70 - LINE
END AC CURB
STA. 80+17.749
BRITISHCOLUMBIA
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERING
SOUTHERN INTERIOR REGION
15-0756 - 1150PRP.DWG
2020-04-21
K. STOYCHEV
K. TOMPKINS
M. PONZINI
T.SCHAFTHUIZEN
APRIL 2020
APRIL 2020
APRIL 2020
APRIL 2020
2802 23801-0001 SIR R2-982-1154
SUGGESTED PAG ROCK PLACEMENT PLAN
HIGHWAY NO. 1
CHASE CREEK ROAD TO CHASE WEST
0 10 50m1:1000
MA
TC
H L
IN
E S
EE
D
WG
. R
2-9
82
-1
15
5
MA
TC
H L
IN
E S
EE
D
WG
. R
2-9
82
-1
15
3
LEGEND
NPAG CUT
PAG FILL
PAG CUT
C
A
N
A
D
IA
N
P
A
C
IF
IC
R
A
IL
W
A
Y
L
3
0
-L
IN
E
F
R
O
N
T
A
G
E
R
O
A
D
L
1
0
0
-L
IN
E
H
IG
H
W
A
Y
N
o
.1
1
3
3
+
4
0
F
R
O
N
T
A
G
E
R
O
A
D
131+
60
1
3
0
+
7
0
130+70.000
ORIGINAL GROUND
BEDROCK
300mm ORGANIC
STRIPPING (AVG.)
PAG ROCK CUT
131+60.000
ORIGINAL GROUND
PAG ROCK CUT
BEDROCK
300mm ORGANIC
STRIPPING (AVG.)
133+40.000
ORIGINAL GROUND
BEDROCK
300mm ORGANIC
STRIPPING (AVG.)
PAG ROCK CUT
3
7
+
7
4
.8
6
3
5
+
0
0
3
6
+
0
0
3
7
+
0
0
P
T
3
5
+
9
1
.4
7
6
1
2
9
+
0
0
1
3
0
+
0
0
1
3
1
+
0
0
132+00
1
3
3
+
0
0
1
3
4
+
0
0
1
3
5
+
0
0
1
3
6
+
0
0
1
3
7
+
0
0
T
S
1
2
8
+
7
7
.
5
1
6
S
T
1
3
3
+
4
5
.6
7
4
C
S 132+
75.674
S
C
1
2
9
+
4
7
.
5
1
6
N.T.S. N.T.S. N.T.S.
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
C
C
F
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
BRITISHCOLUMBIA
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERING
SOUTHERN INTERIOR REGION
15-0756 - 1150PRP.DWG
2020-04-21
K. STOYCHEV
K. TOMPKINS
M. PONZINI
T.SCHAFTHUIZEN
APRIL 2020
APRIL 2020
APRIL 2020
APRIL 2020
2802 23801-0001 SIR R2-982-1155
SUGGESTED PAG ROCK PLACEMENT PLAN
HIGHWAY NO. 1
CHASE CREEK ROAD TO CHASE WEST
0 10 50m1:1000
M
A
T
C
H
L
IN
E
S
E
E
D
W
G
. R
2
-9
8
2
-1
1
5
4
LEGEND
NPAG CUT
PAG FILL
PAG CUT