FERRYSLIP ROAD STA 13+25 · 0.020 0.024-0.024 0.024-0.024 -0.020 0.020 0.000-0.020...

Transcript of FERRYSLIP ROAD STA 13+25 · 0.020 0.024-0.024 0.024-0.024 -0.020 0.020 0.000-0.020...

132 VCK 11.0

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RIGHT SE

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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

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82

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3+91

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NOT FOR

CONSTRUCTION

May 26, 2020

‘ ’ ‘ ’

DRAFT CONCEPT FOR DISCUSSION

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Date

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Ch'd

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REVISION

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REV.

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DESIGN BY

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DRAWN BY

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DATE

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SCALE

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VFPA SITE

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Ref.No.

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R E F E R E N C E

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SIZE

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D

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SHEET

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APPROVED

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DWG.

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VANCOUVER FRASER PORT AUTHORITY

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GREATER VANCOUVER GATEWAY PROGRAM

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IN ASSOCIATION WITH:

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SHOWN

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2020-05-26

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PITT MEADOWS ROAD AND RAIL IMPROVEMENTS

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ADDITIONAL DETAILS

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KENNEDY ROAD OVERPASS (CONCEPT DESIGN)

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A

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1 OF 1

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-

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A

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MAY26/20

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ISSUED FOR DISCUSSION

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NOTE THAT THE INFORMATION PROVIDED ON THIS DRAWING IS PRELIMINARY AND FOR INFORMATIONAL-PURPOSES ONLY TO HELP IDENTIFY POTENTIAL TECHNICAL AND CONSTRUCTION RELATED CHALLENGES OR OPPORTUNITIES. DESIGN DEVELOPMENT IS ONGOING, AND INCLUDES INVESTIGATION OF POTENTIAL ALIGNMENT OPTIONS E.G. ‘ON-LINE’ OR ‘OFF-LINE’. DISCUSSIONS ON-LINE’ OR ‘OFF-LINE’. DISCUSSIONS OR ‘OFF-LINE’. DISCUSSIONS OFF-LINE’. DISCUSSIONS . DISCUSSIONS WITH PROJECT PARTNERS AND STAKEHOLDERS, SUCH AS POTENTIALLY IMPACTED LAND OWNERS, IS UNDERWAY AND FURTHER INDIGENOUS GROUP, COMMUNITY AND PUBLIC CONSULTATION IS REQUIRED BEFORE A PREFERRED DESIGN SOLUTION IS IDENTIFIED.

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PITT MEADOWS ROAD AND RAIL IMPROVEMENTS PROJECT - ADDITIONAL DETAILS (KENNEDY ROAD OVERPASS)

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EXTENT OF TOPOGRAPHIC SURVEY

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OVERPASS TYPICAL SECTION 1:50

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ROAD PROFILE 1:1000

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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.

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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

FERRYSLIP ROAD STA 13+25 · 0.020 0.024-0.024 0.024-0.024 -0.020 0.020 0.000-0.020...

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