132 VCK 11.0

-10

-5

0

5

10

15

20

-10

-5

0

5

10

15

20

LEFT SE

RIGHT SE

9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25

0.00

0-0

.020

-0.0

200.

020

0.02

4-0

.024

0.02

4-0

.024

-0.0

200.

020

0.00

0-0

.020

-0.0

20-0

.020

-0.0

20-0

.020

-0.0

200.

000

0.02

0-0

.020

-0.0

410.

041

-0.0

410.

041

0.02

0-0

.020

-0.0

200.

000

-0.0

20-0

.020

32° 28' 33"R 850 LT.

R 850 RT.

25° 36' 07"R 150 LT.

R 150 RT.

90° 23' 04"

BC

10+

29.4

50

EC

11+

31.4

25

BC

14+

27.8

61

EC

15+

97.4

61

RC

10+

36.1

15

FS

10+

42.7

82

FS

11+

18.0

93

RC

11+

24.7

60

NC

11+

88.0

93

NC

13+

77.8

60

RC

14+

22.4

94

FS

14+

37.8

60

FS

15+

00.0

00

RC

15+

30.0

00

NC

16+

47.4

62

-0.707%

+6.000% -6.000%

+0.151% +0.147%

BV

C 1

2+59

.177

EV

C 1

3+91

.177

ST

A 1

3+25

.177

PIV

C 1

6.80

4

132 VCK 11.0

BV

C 1

0+53

.023

BV

C 1

5+36

.410

EV

C 1

1+23

.023

EV

C 1

6+06

.410

ST

A 1

0+88

.023

PIV

C 2

.575

ST

A 1

5+71

.410

PIV

C 2

.030

70 VCK 10.4 70 VC

K 11.4

ST

A 1

0+27

.621

ELE

V 3

.002

ST

A 1

6+25

.000

ELE

V 2

.111

ST

A 1

6+50

.000

ELE

V 2

.148

-0.0

20

0.02

0

FE

RR

YS

LIP

RO

AD

3.5000.450

3.500 3.500 1.500

MUP LANE LANE SHLD

vancouver

PORT of

0 10 50m1:1000

NOT FOR

CONSTRUCTION

May 26, 2020

‘ ’ ‘ ’

DRAFT CONCEPT FOR DISCUSSION

©

2

0

2

0

M

i

c

r

o

s

o

f

t

C

o

r

p

o

r

a

t

i

o

n

©

2

0

2

0

D

i

g

i

t

a

l

G

l

o

b

e

©

C

N

E

S

(

2

0

2

0

)

D

i

s

t

r

i

b

u

t

i

o

n

A

i

r

b

u

s

D

S

NWP29945Rem LOT 24009-139-583

NWP 12290LOT 1

009-698-361

NWP17252RXLOT F

016-943-899

NW

P6247RX

RO

ADB

CP

21881LO

T 1

026-559-544

LMP

30553S

RW

011-945-184

NWP6160RXPCL 'C'

013-183-303

NW

P 908

LOT

1013-183-095

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

XX

OHOH OH

OH

OHOH

OH

OHOH

OH

OHOH

OH

OH

O

H

OHOH

OH

OH

OH

OH

A-

A'-

LEGEND

GEOTECHNICAL SITE PLAN 1DISCLAIMER: The Contractor shall verify and be responsible for all dimensions. DO NOTscale the drawing - any error or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.

\\C

a018

3-pb

agf0

1\w

orkg

roup

\123

2\pr

ojec

ts\11

5819

066\

draw

ings

\115

8190

66_0

01.d

wg

2020

/04/

13 1

:14

PM By:

Huyn

h, G

ordo

n

TITLE Figure No.

Client/ProjectProject Information

Scale:Project No.:

Date:

Checked by: Drawn by:

Project Location

1158190661:15002020-APR-08G. HUYNHG. HUSTLER

VANCOUVER FRASER PORT AUTHORITY

KENNEDY ROADPITT MEADOWS, BC

PITT MEADOWS ROAD AND RAIL IMPROVEMENTSKENNEDY ROAD OVERPASS

ORIGINAL SHEET - ANSI B

N

MUD ROTARY LOCATION

AUGER HOLE LOCATION

CONE PENETRATION TEST (CPT) OR SESIMICCONE PENETRATION (SCPT) LOCATION

Sources- VANCOUVER FRASER PORT AUTHORITY

SURVEY PLAN- DWG NO.'s: ID017B-00-0000 TO

0002 REV. A- DATED: 2020-MAR-20

- AERIAL IMAGE FROM MICROSOFT BINGMAPS WMS

250 75 10050

1:1500

SCALE IN METRES

AH19-01CPT19-01

AH19-02SCPT19-02MR19-01

MR19-02

AH19-03CPT19-03

KENNEDY ROAD

CP RA

IL

FERRYSLIP ROA

D

NOTEGEOTECHNICAL EXPLORATION BY TETRA TECH CANADA INC.,DESCRIBED IN "PITT MEADOWS ROAD AND RAIL IMPROVEMENTPROJECT GEOTECHNICAL FACTUAL REPORT", ISSUED FOR REVIEW,REV. A, FILE NO. 704-ENG, VGEO03704-01, DATED 2020-JAN-10

DRAFT CONCEPT FOR DISCUSSION