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