Rail Operations Plan - Fraser Grain Terminal€¦ · 15/10/2016 · RAIL OPERATIONS PLAN Ref. 1419 S file: 1419-204 Rail Serv Sys V8.0.docx i 2017 June TABLE OF CONTENTS ... cover

FRASER GRAIN TERMINAL RAIL OPERATIONS PLAN

CMC ENGINEERING AND MANAGEMENT LIMITED

2017 JUNE CMC File: 1419-204

RAIL OPERATIONS PLAN Ref. 1419

S file: 1419-204 Rail Serv Sys V8.0.docx i 2017 June

TABLE OF CONTENTS Revision Control Glossary 1. Introduction and Executive Summary 2. Description of PARY 3. PARY Tracks Capacity 3.1 General 3.2 Receiving 112-car Unit Trains

3.2.1 Receiving and Unloading Grain Unit Trains at the FGT 3.2.2 Receiving and Unloading Agriproducts Unit Trains at the JV Facility 3.2.3 Receiving and Unloading Agriproducts Manifest Cars at the JV Facility

4. Receiving 112-car Unit Trains 4.1 Unloading Time of Unit Trains at Fraser Grain Terminal 4.2 Unloading Time of Unit Trains at the JV Facility 4.3 Unloading Time of Manifest Cars at the JV Facility

4.3.1 Unloading Railcars 4.4 Summary of Track Usage at PARY 4.5 Unloading Capacity

4.5.1 Nominal Unloading Capacity for the Combined FGT and JV Facility

5. Rail Work at Fraser Grain Terminal and PARY 5.1 General Description of the Work

ANNEXES Annex A Fraser Grain Terminal Rail Service – Layout of Rail Connection to FGT &

JV Facility from PARY

Annex B Fraser Grain Terminal Rail Service – Schematics of Rail Connection to FGT & JV Facility from PARY

Annex C Fraser Grain Terminal Rail Service – Schematics for Moving 112-car Grain Unit Trains from PARY for Unloading at FGT


S file: 1419-204 Rail Serv Sys V8.0.docx 1 2017 June

Revision Control

REVISION DATE CHANGES REMARKS v 1.0 2016-03-11 ‘Saved as’ ‘1419-207 Rail Service Study v3.2.docx’ and

started typing LBS handwritten draft. PB

v 1.1 2016-03-14 Finished typing LBS draft. PB v 1.2 2016-03-15 Few modifications and added Rev Control, Glossary & pic

to cover. PB

v 1.3 2016-03-16 Incorporated LBS revisions. PB v 1.4 2016-03-18 Incorporated LBS revisions. PB v 1.5 2016-03-24 Added 'Attachment D' box to cover page per LBS. Revised

Section 6. PB

v 1.6 2016-03-28 Defined ‘Manifest Car’ in Glossary. Added ‘DRAFT’ to cover page per LBS.

PB

v 1.7 2016-03-28 Draft hardcopy to P&H. LBS v 2.0 2016-03-30 Revisions per LBS. Revised copy to P&H PB & LBS v 3.0 2016-07-13 Copied last version into July’s 204 folder & renamed as is

now App P to Project Description. Revisions per LBS. PB

v 3.1 2016-07-15 Replaced cover pages’ picture per MVN. Revisions per LBS.

PB

v 3.2 2016-07-18 Revisions per LBS. PB v 3.3 2016-07-18 Add Options 1 to Annex E’s cover page and an additional

cover page for Option 2 (also in Annex E) per LBS. PB

v 3.4 2016-07-18 Draft copy emailed to P&H. LBS v 4.0 2016-10-13 Incorporated LBS revisions for construction permit

purposes only. Changed FT to FGT, etc. – TRACKED. PB

v 4.1 2016-10-17 Incorporated LBS revisions for construction permit purposes only - TRACKED.

PB

v 4.2 2016-10-18 Incorporated LBS revisions for construction permit purposes only - TRACKED.

PB

v 4.3 2016-10-21 Incorporated LBS revision for construction permit purposes only. TRACKED.

PB

v 4.4 2016-10-21 Document updated. Removal of 140-car trains. v 5.0 2016-10-27 Drawings revised. V 6.0 2017 02 16 Modification to number of trains to FGT MVN V 6.1 2017 02 22 Adjusted date to 2017 February in body footer MVN V 6.2 2017 03 12 Modifications based upon agreements between FGT anSD. MVN V 6.3 2017 03 12 Changed to new computer, restart and continue. MVN V 6.4 2017 03 12 Minor edits MVN V6.5 2017 03 13 Title change as per checklist.

Merge with drawings: issued for PER MVN

V7.0 2017 03 14 Minor corrections to description. Re-issue for PER

MVN

V8.0 2017 06 20 Edits as per results of VFPA completion review. Re-issue for PER.

MVN



GLOSSARY The following abbreviations, acronyms and consecrated terms are used in this document:

Item Meaning CMC CMC Engineering and Management Ltd. FSD Fraser Surrey Docks FGT Fraser Grain Terminal

Fraser Grain Terminal Fraser Grain Terminal, the proponent for the Project JV Joint Venture

JV Facility the existing joint venture facility operated by P&H and FSD JVLO Joint Venture Locomotive Crew JVOP Joint Venture Operation Unloading Crew

Manifest Car standard strings of cars P&H Parrish & Heimbecker, Limited

PARY Port Authority Rail Yard t tonne (1,000 kg)

Unit Train a block of railcars all containing the same product



1. Introduction and Executive Summary

The rail service connection serving the unloading facility at the proposed Fraser Grain Terminal (FGT) consists of a u-shaped (semi-loop) track with both ends connected to the PARY. This FGT semi-loop is actually installed inside the existing semi-loop that services the currently operating JV. A new turnout some 250 m into the JV lead line (Track 45) will split the traffic; FGT to the left (Track FG1) and JV to the right (Track 45). The outputs from the two facilities will occur on two separate tracks heading into PARY; the JV track (on the outside) uses an extended track 90 and the FGT track (on the inside) via track 91. A new pair of turnouts between tracks 90 and 91 provides the option to direct track 90 towards the upper rungs of PARY. Approximately 145 m prior to this FGT/JV split, a second turnout will provide access to Track FG2, a short spur line to FGT’s loading facility. This spur line will handle 9 to 10 car strings on a once a day basis. The FGT1 semi-loop track could, in the future, form part of and, be incorporated into, a complete rail loop track. The PARY tracks, in the initial phase, will be used to stage incoming Unit Trains of grain as well as Unit Trains and Manifest Cars of agriproducts. Unit Trains will be unloaded at the Fraser Grain Terminal and the JV, while agriproducts Manifest Cars will be unloaded only at the existing JV Facility. Unit Trains will be composed of up to 112 railcars, Manifest Cars will arrive in strings of 50 railcars. The logistics of moving railcars from PARY to the unloading facilities is described in the following sections of this report.

2. Description of PARY

PARY consists of several tracks, some of which are between 1.5 km and 1.8 km long. Refer to Annex A. The schematic representation of the existing PARY tracks’ connection to the new proposed semi-loop track serving the unloading facility is shown in Annex B. The proposed use of and modifications to the PARY tracks are as follows: .1 Tracks 90 and 91 which are dedicated to staging and transiting FSD trains. .2 Tracks 92 and 93 will be dedicated for staging Unit Trains to be unloaded at the

FGT as well as the existing JV Facility. .3 Tracks 94, 95, and 96 will be extended eastward to accommodate Unit Trains

and agri manifest traffic.



.4 Track 99 will be used for transit of Manifest Car strings and for other commodities

from FSD.

3. PARY Tracks Capacity 3.1 General

For the purpose of this study, it has been assumed that railcars will be received in the following format: .1 Unit Train of up to 112 railcars .2 Manifest Cars in strings of 50 railcars.

3.2 Receiving 112-car Unit Trains It will be possible to accommodate simultaneously one Unit Train of 112 railcars and a string of Manifest Cars at the PARY tracks and unload same as follows.

3.2.1 Receiving and Unloading Grain Unit Trains at the FGT

.1 FGT is responsible for advising the rail carrier on empty Unit Train readiness to depart on PARY Tracks 92 and 93.

.2 Rail carrier will pick up empty railcars before delivering full railcars. .3 Rail carrier will give FGT 24 hour advance notice on arrival time of Unit Train. .4 Rail carrier will deliver the 112-car Unit Train, break it into two equal strings, and

stage them on Tracks 92 and 93. .5 FGT is responsible to further break the two strings into several smaller strings, of

maximum 19 railcars each, to clear turnouts to permit rail traffic crossing Tracks 92 and 93.

.6 FGT is responsible for moving strings of 19 railcars from PARY tracks to the FGT

unloading facility. The maximum length of railcar strings allowed at the FGT unloading facility is 19 railcars. This is to avoid blocking Robson Road during unloading. The logistics of moving strings of railcars from PARY to the FGT unloading facility is shown on Annex C.

.7 FGT is responsible for the reassembly of Unit Trains into two strings on two of

Tracks 92 to 96.



3.2.2 Receiving and Unloading Agriproducts Unit Trains at the JV Facility

.1 The process of receiving and unloading agriproducts Unit Trains at the JV Facility is identical to that of grains indicated in Section 3.2.1 above except that the maximum length of strings of railcars allowed at the JV Facility is 10 railcars. This is the distance between the JV Facility and the turnout on the lead track shared with the coal train track.

3.2.3 Receiving and Unloading Agriproducts Manifest Cars at the JV Facility

.1 There is sufficient trackage at PARY with Tracks 94, 95, and 96 extended eastward to accommodate a full string of 50 full railcars and 50 empty railcars.

.2 Manifest Cars can be unloaded at the JV Facility while a Unit Train is being

unloaded at the FGT at the same time. .3 The JV is responsible for advising the rail carrier on empty railcar readiness for

pick up. .4 The JV is responsible for moving strings of 10 railcars from Tracks 94 to 96 at

PARY to the JV Facility and reassembly of the string of 50 railcars on one of the same tracks.

4. Receiving 112-car Unit Trains 4.1 Unloading Time of Unit Trains at Fraser Grain Terminal

The logistics of unloading and unloading time of a 112-car grain Unit Train at the Fraser Grain Terminal is shown on Table 4-1 below. This table indicates the following: .1 A Unit Train of 112 grain railcars can be unloaded in 9.5 hours. This includes

train preparation for unloading, moving the first string of 19 railcars and preparation of train for departure from one of the Tracks 92 to 96.

.2 The actual unloading time at the unloading facility is 7.0 hours. .3 4.5 hours have been allowed for the rail carrier to pull empty railcars first and

then place full railcars on the selected PARY tracks.



Table 4-1 Unloading Unit Trains at FGT

ACTIVITY DESCRIPTION ACTIVITY

DURATION (hours)

TIME CYCLE TIME

(hours)

UNLOADING ACTIVITY

RAIL CARRIER SERVICE ACTIVITY

UNLOADING RAIL

SERVICE

First Unit Train

Rail carrier gives 24 hours advance notice to FGT on train arrival time. Rail carrier places 112 full railcars (Unit Train) in PARY during late afternoon of the previous day or during the night, staged on Tracks 92 and 93 in two strings of 56 railcars.

1 JV and FGT crews start of shift. - 8:00

Work Period 9.5

2 JV and FGT crews get ready to start shift. 0.50 8:30 3 JV crew breaks the two strings into seven strings

leaving the turnouts free to facilitate coal train traffic and places first string of full railcars on Fraser Grain Terminal indexer.

1.00 9:30

4 While FGT crew unloads one string, JV crew shunts other strings of full and empty railcars for a continuous unloading mode. At the end of the unload cycle, the seven strings of empty railcars are staged by JV crew on Tracks 92 and 93 leaving the turnouts free to facilitate coal train traffic.

7.00 16:30

5 JV crew recombines the seven strings into two strings on Tracks 92 and 93 and prepares all railcars for departure.

1.00 17:30



4.2 Unloading Time of Unit Trains at the JV Facility The logistics of unloading and unloading time of 112-car agriproducts Unit Trains at the JV Facility is shown on Table 4-2 below. This table indicates the following: .1 A Unit Train of 112 agriproducts railcars can be unloaded in a work period of

19.5 hours. This includes train preparation for unloading, moving of the first string of 10 railcars and preparation of train for departure from Tracks 92 and 93.

.2 The actual unloading time at the JV Facility is 17.0 hours. This is due to a lower

receiving conveyor capacity at the existing JV Facility compared to the proposed Fraser Grain Terminal of 800 t/h and 2,000 t/h respectively.

.3 4.5 hours have been allowed to pull empty railcars and stage full railcars on the

selected PARY tracks.



Table 4-2

Unloading Unit Trains at the JVF

ACTIVITY DESCRIPTION ACTIVITY

DURATION (hours)

TIME CYCLE TIME

(hours)

UNLOADING ACTIVITY

RAIL CARRIER SERVICE ACTIVITY

UNLOADING RAIL

SERVICE

First Unit Train

Rail carrier gives 24 hours advance notice to FGT on train arrival time. Rail carrier places 112 full cars (Unit Train) in PARY during the night, staged on Tracks 92 and 93 in two strings of 56 cars.

1 JV crews’ start of shift. - 8:00

Work Period 19.5

2 JV crews get ready to start shift. 0.50 8:30 3 JVLO crew breaks the two strings

into seven strings leaving the turnouts free to facilitate coal train traffic and places first string of full cars on indexer at JV Facility.

1.00 9:30

4 While the JVOP crew unloads one string, the JVLO crew shunts other strings of full and empty cars for a continuous unloading mode of operation. At the end of the unloading cycle, JVLO crew stages the 12 strings of empty cars (11 strings of 10 cars plus two cars) on Tracks 92 and 93 leaving the turnouts free to facilitate coal traffic.

17.00 02:30+1

5 JV crew recombines the 12 strings of cars into two strings of 56 cars each on Tracks 92 and 93 and prepares all cars for departure.

1.00 03:30+1

6(1) Rail carrier loco picks up Unit Train of empty cars.

1.50 05:00+1

Work

Period 4.5

7(2) Rail carrier crew arrives with another Unit Train of full cars in PARY.

2.00 07:00+1

8(2) The Unit Train is broken into two strings by Rail carrier crew and staged on Tracks 92 and 93.

1.00 08:00+1

9 Rail carrier loco and crew off from 08:00+1.

10 JV crew’s start of new shift. - 8:00+1

Notes for Table 4-2:

1) Under this scenario, Activity 6 can be performed by rail carrier any time after 03:30.

2) Activities 7 and 8 can be performed by rail carrier anytime during the night providing they are completed by 08:00, start of the new shift on the following day.



4.3 Unloading Time of Manifest Cars at the JV Facility

4.3.1 Unloading Railcars

The unloading time of a string of 50 agriproducts Manifest Cars at the JV Facility has been extracted from a study done by CMC Engineering and Management Ltd. for FSD in 2014 entitled Agricultural Expansion Pre-feed Study. The study indicated, based on historical data, that about 50 railcars can be unloaded in one 8-hour shift.

4.4 Summary of Track Usage at PARY

Table 4-3 below is a summary of track usage at PARY for a throughput volume of ≈4.0 Mt/a: Using Tracks 92 to 96 for:

o Unit Trains to be unloaded at the FGT o Unit Trains to be unloaded at the JV Facility o Manifest Cars to be unloaded at the JV Facility.

This table shows that it is possible to handle ≈4.0 Mt/a using Tracks 92 to 96 by unloading Unit Trains at the FGT working one 10-hour shift per day for 309 days at the Fraser Grain Terminal while the JV Facility would unload agriproducts Unit Trains and Manifest Cars for only 61 days.

Table 4-3 PARY Track Usage

Using Tracks 92 to 96 for Unit Trains and Manifest Cars

Volume to be Unloaded

(t/a)

Unloading Station

Capacity Unit (t)

Train Composition

(%)

Using Tracks 92 to 96 Required

No. of Days Work

Hours per Day

3,460,800 Fraser Grain

Terminal 11,200

100% Unit Train

309 10 hour shift

436,800 JV Facility 11,200 80%

Unit Train 39

≈ all day (19.5 hours)

110,000 JV Facility 5,000 20%

Manifest Cars 22 8 hour shift



4.5 Unloading Capacity 4.5.1 Nominal Unloading Capacity for the Combined FGT and JV Facility

The nominal unloading capacity for the combined FGT and JV Facility has been calculated with the following assumptions: .1 All grain and agriproducts Unit Trains as well as Manifest Cars will be sharing

Tracks 92 to 96. .2 The rail carrier locomotive will escape via one of the empty tracks. .3 The Fraser Grain Terminal will be unloading 309 Unit Trains per annum. .4 The JV Facility will be unloading 39 Unit Trains and 22 strings of 50-car manifest

traffic.

The capacity calculation is shown on Table 4-4.

Table 4-4 Unloading Capacity at the Combined Fraser Grain Terminal and JV Facility

(Using 112-car Unit Trains & 50-car String Manifest Cars)

Unloading Station

Given Throughput

at JV Facility

(t/a)

Train Capacity

(t)

Number of Hours/Day

No. of Trains Unloaded per

Year

Unloading Capacity (t/a)

Unit Trains

Manifest Cars

Unit Trains

Manifest Cars

Total

Fraser Grain Terminal (UT)

11,200 9.5 309 3,460,800 3,460,800

JV Facility (UT)

436,800 maximum

11,200 19.5 39 436,800 436,800

JV Facility (Manifest)

110,000 maximum

5,000 8 22 110,000 110,000

348 22 3,897,600 110,000 4,007,600



5. Rail Work at Fraser Grain Terminal and PARY

5.1 General Description of the Work The rail work envisaged to serve the proposed Fraser Grain Terminal includes the following: .1 Construction of approximately 775 m of new track from part way up the JV

access track to the existing track 91 on the side of Robson Road. A railcar indexer will be installed at the north entrance of the unloading building to pull strings of 19 railcars.

.2 Re-alignment of the existing JV track as it approaches Robson Road to allow it to

connect to the existing track 90 extended by approximately 130 m.

.3 Installation of two new turnouts between tracks 90 and 91. .4 An existing spur line of about 400 m formerly serving the abandoned Bekaert

building will be realigned to serve the proposed railcar loading facility of the FGT. A railcar indexer will be installed at the south end of the railcar loading building to pull strings of 9 to 10 cars for loading. The realigned spur line will be connected to the semi-loop track with a new turnout as shown on Annex A.

.5 Extension of existing Tracks 94, 95, and 96 northward by about 850 to 900 m.

Using three new turnouts, these tracks will connect to track 93 which will, in turn connects to the north lead track.

.6 Relocation of turnouts 94, 95, and 96 from location C to position D as shown on

Annex B. .7 Realignment of a track serving Chemetron Railway Products, Inc. to make space

for Tracks 94, 95, and 96 extensions.



ANNEX A

Fraser Grain Terminal Rail Service Layout of Rail Connection to FGT & JV Facility from PARY

1 2 3 4

5

6

7

8

9

96

95

93

92

94

93E

92E

91E

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91

90

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THIS DRAWING IS THE PROPERTY OF CMC ENGINEERING

AND MANAGEMENT LIMITED AND MAY NOT BE COPIED OR

REPRODUCED WITHOUT THE EXPRESS WRITTEN

PERMISSION OF CMC ENGINEERING AND MANAGEMENT

LIMITED. THE INFORMATION CONTAINED HEREIN IS

PROPRIETARY AND MAY NOT BE DISCLOSED OR RELEASED

IN ANY WAY OR FORM WITHOUT THE WRITTEN PERMISSION

OF CMC ENGINEERING AND MANAGEMENT LIMITED.

DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.

S-FILE:PLOT DATE/TIME:SAVE DATE/TIME:

REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS

VERIFY PAPER SCALE ON LEFT BEFORE SCALING DRAWING10 CENTIMETRES505 INCHES43210

SIGNATURE

ENGINEER OF RECORD

FRASER GRAIN TERMINAL

1 2016-JUL-08 ISSUED FOR PER

2 2016-SEP-19 COR. TO TRACK LAYOUT

3 2017-MAR-08 AS BUILT RAIL LAYOUT UPDATED

4 2017-MAR-14JV TRACK COLOR

5 2017-MAY-01 REVISED PROPERTY LINE AND LEGEND

1419-G-05-500.dwg20-Jun-17 / 16:17 20-Jun-17 / 16:18

1419-G-05-500

1419

1:4000

SITE LAYOUT

RAIL SERVICE CONNECTION

PARY & LOOP TRACKS LAYOUT

5

DD-MMM-YYYY

ISSUED FOR

DO NOT USE FORCONSTRUCTION

PER

G-05-501 G-05-502

G-05-503

T

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NORTH

LOOP TRACKS

(UNLOADING/LOADING STATIONS)

PARY TRACKS

(LADDER TRACKS)

DRAWING G-05-501

DRAWING G-05-502

DRAWING G-05-503

LEGEND:

EXISTING TRACKS

PROPOSED FGT TRACKS

PROPOSED JV TRACK REALIGNMENT

PROPOSED PARY TRACKS EXTENSION

PROPOSED CHEMETRON TRACK EXTENSION

NOTE:

1. FOR TRACK REALIGNMENT AND EXTENSION LENGTHS

REFER TO STANTEC REPORT "CONCEPTUAL REVIEW

PACKAGE. RAIL CONCEPTUAL PLAN. FRASER GRAIN

TERMINAL"

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CMC

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AND

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ENGINEERING

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LIMITED

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MANAGEMENT

1 2 3

4

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6

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8

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92

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DESCRIPTIONDATEREV.

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ENGINEER OF RECORD




3 2017-FEB-23 RAIL LAYOUT REVISED


5 2017-MAY-01 REVISED BOUNDARY LINE AND LEGEND

1419-G-05-501.dwg20-Jun-17 / 16:24 20-Jun-17 / 16:25

1419-G-05-501

1419 1:1250

SITE LAYOUT


LOOP TRACKS LAYOUT

5

DD-MMM-YYYY

ISSUED FOR


PER

G-05-500 G-05-502

G-05-503

A'

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NORTH

NOTES:

1. EXTRACT FROM HATCH MOTT MACDONALD DWG.

347374-RW-120-S0-0400 REV.F

2. RAIL TRACKS ARRANGEMENT BASED ON FSD DWG.

ACAD-345690-RW-100-1002-1019 (RECEIVED

2017-FEB-10).

3. REQUIRED CLEARANCE FROM "ENGINEERING

SPECIFICATIONS FOR INDUSTRIAL TRACKS /

CN-ENGINEERING OFFICE OF DESIGN &

CONSTRUCTION" NOVEMBER 15, 2015.

4. THIS LAYOUT IS GENERAL IN NATURE. FOR TRACK

DETAILS REFER TO STANTEC REPORT "CONCEPTUAL

REVIEW PACKAGE. RAIL CONCEPTUAL PLAN. FRASER

GRAIN TERMINAL".

RAILCAR

UNLOADING

BUILDING

SHUTTLE CONVEYOR

(32) 3000t

STORAGE SILOS

RAILCAR & TRUCK

LOADING BUILDING

(10) 500t

STORAGE SILOS

READY EMPTY CONTAINERS

PREPARATION AREA

ADMINISTRATION

BUILDING

MAINTENANCE

SHOP

BUILDING

EMPTY

CONTAINERS

ACCESS ROAD

UNDER SEPARATE

FSD PERMIT

FULL

CONTAINERS

SHIPPING

CONVEYORS

EXISTING JV SHED #1

SHIPLOADER

EXISTING

ELECTRICAL

ROOM

CONTAINER

LOADING

BUILDING

A'

LEGEND:

EXISTING TRACKS

PROPOSED FGT TRACKS


EXISTING

ADMINISTRATION

BUILDING

NEW TURNOUT

(FGT/JV)

TWO NEW TURNOUT

FOR CROSSOVER

RELOCATED TURNOUT

TO ACCESS LOADING

BUILDING

PROPOSED LOOP

TRACK FG1

PROPOSED MANIFEST

TRACK FG2

EXISTING TRACK 45

PROPOSED JV STUB-END

TRACK REALIGNMENT

PROPOSED JV TRACK

REALIGNMENT

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F R A S E R S U R R E Y D O C K S

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CANADIAN NATIONAL RAILWAY

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FACE OF DOCK

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75' OFFSET FROM FACE OF DOCK (FSD LEASE BOUNDARY)

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BERTH CORRIDOR

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RAMP

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120' FROM FACE OF DOCK

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BERTH #1

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BERTH #2

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BERTH #3

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BERTH #6

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BERTH #7

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LOT 3

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PLAN LMP29318

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PART PARCEL L

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REF. PLAN 6744

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LOT 4

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PLAN LMP29318

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PART DOCUMENT #323962E

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FSD LEASE BOUNDARY

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LOT 5

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PLAN LMP29318

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ACCESS EASEMENT

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PLAN LMP121

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SRW

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PLAN LMP29318

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PLAN EPP10024

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SRW

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ROBSON ROAD

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W-68-00

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SUR360-06800F-001

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WESTERN CLEANWOOD

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PRESERVERS LIMITED

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PARTNERSHIP

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SUR360-04100F-001

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Bekaert Canada Ltd.

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VFPA PLAN: 2012-069

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CMC

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AND

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ENGINEERING

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LIMITED

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MANAGEMENT

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DIMENSIONS IN

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REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD




3 2017-FEB-28 RAIL LAYOUT UPDATED

4 2017-MAY-18 REVISED LEGEND AND LAYOUT

1419-G-05-502.dwg20-Jun-17 / 16:29 20-Jun-17 / 16:30

1419-G-05-502

1419 1:1250

SITE LAYOUT


PARY TRACKS LAYOUT

4

DD-MMM-YYYY

ISSUED FOR


PER

G-05-500 G-05-501

G-05-503

B'

B

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PROJECT

NORTH

A'

A

NOTES:

1. EXTRACT FROM HATCH MOTT MACDONALD

DWG. 347374-RW-120-S0-0400 REV.B

2. RAIL TRACKS ARRANGEMENT BASED ON

FSD DWG.

ACAD-345690-RW-100-1002-1019

(RECEIVED 2017-FEB-10).

3. REQUIRED CLEARANCE FROM

"ENGINEERING SPECIFICATIONS FOR

INDUSTRIAL TRACKS / CN-ENGINEERING

OFFICE OF DESIGN & CONSTRUCTION"

NOVEMBER 15, 2015.

4. THIS LAYOUT IS GENERAL IN NATURE. FOR

TRACK DETAILS REFER TO STANTEC

REPORT "CONCEPTUAL REVIEW PACKAGE.

RAIL CONCEPTUAL PLAN. FRASER GRAIN

TERMINAL".

LEGEND:

EXISTING TRACKS



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R/W PLAN LMP122

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R/W PLAN LMP9842

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PLAN 14730

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R/W

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PLAN 14729

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W PLAN 14728

AutoCAD SHX Text

R/W PLAN 14727

AutoCAD SHX Text

D.L. BOUNDARY

AutoCAD SHX Text

D.L. BOUNDARY

AutoCAD SHX Text

F R A S E R S U R R E Y D O C K S

AutoCAD SHX Text

CANADIAN NATIONAL RAILWAY

AutoCAD SHX Text

BURLINGTON NORTHERN RAILWAY

AutoCAD SHX Text

NORTH BOUNDARY OF R/W

AutoCAD SHX Text

D.L. BOUNDARY

AutoCAD SHX Text

WEST SIDE OF LEASE

AutoCAD SHX Text

FACE OF DOCK

AutoCAD SHX Text

150' OFFSET FROM FACE OF DOCK

AutoCAD SHX Text

PLAN LMP39414

AutoCAD SHX Text

FSD ACCESS AREA

AutoCAD SHX Text

3.35m OFFSET FROM

AutoCAD SHX Text

CENTRE LINE OF TRACK

AutoCAD SHX Text

ACCESS EASEMENT PLAN LMP39414

AutoCAD SHX Text

LEASE

AutoCAD SHX Text

PLAN LMP39414

AutoCAD SHX Text

ACCESS

AutoCAD SHX Text

BERTH CORRIDOR

AutoCAD SHX Text

BERTH #8

AutoCAD SHX Text

IDC SITE

AutoCAD SHX Text

LOT 1

AutoCAD SHX Text

DISTRICT LOT 1 3

AutoCAD SHX Text

LOT 2

AutoCAD SHX Text

DISTRICT LOT 14

AutoCAD SHX Text

PLAN LMP29318

AutoCAD SHX Text

PLAN LMP29318

AutoCAD SHX Text

DISTRICT LOT 12

AutoCAD SHX Text

RAIL YARD LEASE

AutoCAD SHX Text

PLAN 14728

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

ACCESS EASEMENT

AutoCAD SHX Text

PLAN LMP29318

AutoCAD SHX Text

CHEMETRON LEASE

AutoCAD SHX Text

SUR360-04100F-001

AutoCAD SHX Text

IDC Holdings Ltd.

AutoCAD SHX Text

VFPA PLAN: L2009-021

AutoCAD SHX Text

SUR360-07200F-001

AutoCAD SHX Text

Chemetron-Railway Products Inc.

AutoCAD SHX Text

VFPA PLAN: 2004-137

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

93E

92E

91E

S

E

A

L

(

w

h

e

n

r

e

q

u

i

r

e

d

)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD




3 2017-FEB-28 RAIL LAYOUT UPDATED

4 2017-MAY-18 REVISED LEGEND AND LAYOUT

1419-G-05-503.dwg20-Jun-17 / 16:33 20-Jun-17 / 16:34

1419-G-05-503

1419 1:1250

SITE LAYOUT


PARY TRACKS LAYOUT

4

DD-MMM-YYYY

ISSUED FOR


PER

G-05-500 G-05-501

G-05-502

T

R

U

E

N

O

R

T

H

PROJECT

NORTH

A'

A

NOTES:

1. EXTRACT FROM HATCH MOTT MACDONALD

DWG. 347374-RW-120-S0-0400 REV.B

2. RAIL TRACKS ARRANGEMENT BASED ON

FSD DWG.

ACAD-345690-RW-100-1002-1019

(RECEIVED 2017-FEB-10).

3. REQUIRED CLEARANCE FROM

"ENGINEERING SPECIFICATIONS FOR

INDUSTRIAL TRACKS / CN-ENGINEERING

OFFICE OF DESIGN & CONSTRUCTION"

NOVEMBER 15, 2015.

4. THIS LAYOUT IS GENERAL IN NATURE. FOR

TRACK DETAILS REFER TO STANTEC

REPORT "CONCEPTUAL REVIEW PACKAGE.

RAIL CONCEPTUAL PLAN. FRASER GRAIN

TERMINAL".

LEGEND:

EXISTING TRACKS


AutoCAD SHX Text

SRW PLAN LMP23984

AutoCAD SHX Text

SRW PLAN LMP23984

AutoCAD SHX Text

SRW PLAN LMP23984

AutoCAD SHX Text

PLAN LMP23985

AutoCAD SHX Text

R/W PLAN 14723

AutoCAD SHX Text

D.L. BOUNDARY

AutoCAD SHX Text

R/W PLAN LMP9842

AutoCAD SHX Text

D.L. BOUNDARY

AutoCAD SHX Text

R/W PLAN 14723

AutoCAD SHX Text

R/W PLAN 14728

AutoCAD SHX Text

D.L. BOUNDARY

AutoCAD SHX Text

ACCESS EASEMENT PLAN 83979

AutoCAD SHX Text

PLAN 83979

AutoCAD SHX Text

LEASE

AutoCAD SHX Text

ACCESS EASEMENT PLAN LMP39414

AutoCAD SHX Text

RABANCO LEASE

AutoCAD SHX Text

EXISTING CHEMTRON BOUNDARY

AutoCAD SHX Text

TMS

AutoCAD SHX Text

TIMBERLAND ROAD

AutoCAD SHX Text

PINE ROAD

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

A

AutoCAD SHX Text

FILING 41390

AutoCAD SHX Text

B

AutoCAD SHX Text

FILING 41390

AutoCAD SHX Text

C

AutoCAD SHX Text

FILING 41390

AutoCAD SHX Text

D.L. 9

AutoCAD SHX Text

LOT 14

AutoCAD SHX Text

PLAN 41612

AutoCAD SHX Text

LOT 1

AutoCAD SHX Text

PLAN BCP31356

AutoCAD SHX Text

DISTRICT LOT 12

AutoCAD SHX Text

D.L. 11

AutoCAD SHX Text

D.L. 10

AutoCAD SHX Text

D.L. 8

AutoCAD SHX Text

5

AutoCAD SHX Text

PLAN LMP23985

AutoCAD SHX Text

L

AutoCAD SHX Text

PLAN 16430

AutoCAD SHX Text

PLAN LMP23985

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

PLAN LMP23985

AutoCAD SHX Text

M

AutoCAD SHX Text

PLAN 16430

AutoCAD SHX Text

2ND AVENUE

AutoCAD SHX Text

SUR360-01000F-001

AutoCAD SHX Text

WESTRAN INTERMODAL LTD.

AutoCAD SHX Text

VFPA PLAN L1998-035

AutoCAD SHX Text

SUR360-06900F-001

AutoCAD SHX Text

WDC Industrial Holdings (No. 3) Ltd.

AutoCAD SHX Text

VFPA PLAN: 2011-072

AutoCAD SHX Text

425480 BC Ltd.

AutoCAD SHX Text

SUR360-05000F-001

AutoCAD SHX Text

VFPA PLAN: 2010-094

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT



ANNEX B

Fraser Grain Terminal Rail Service Schematics of Rail Connection to FGT & JV Facility from PARY

96

95

93

92

94

93E

92E

91E

99

98

97

91

90

93E

92E

91E

S

E

A

L

(

w

h

e

n

r

e

q

u

i

r

e

d

)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD




3 23-FEB-2017 RAIL LAYOUT REVISED

4 2017-FEB-27IDC TRACKS RE-ALIGNED


6 2017-MAY-01REVISED TRACK COLORS

1419-G-05-504.dwg20-Jun-17 / 16:36 20-Jun-17 / 16:37

1419-G-05-504

1419 AS SHOWN

SITE LAYOUT


PARY TRACK MODIFICATIONS

-

6

DD-MMM-YYYY

ISSUED FOR


PER

T

R

U

E

N

O

R

T

H

PROJECT

NORTH

NOTES:

1. RAIL TRACKS ARRANGEMENT BASED ON FSD DWG.

ACAD-345690-RW-100-1002-1019 (RECEIVED

2017-FEB-10).

2. FOR TRACK REALIGNMENT AND EXTENSION

LENGTHS REFER TO STANTEC REPORT

"CONCEPTUAL REVIEW PACKAGE. RAIL

CONCEPTUAL PLAN. FRASER GRAIN TERMINAL".

94

93

92

95

96

94

93

92

95

96

PARY PLAN

1:3500

DETAIL 1

-

DETAIL 2

-

DETAIL 1

-

1:1750

PROPOSED PARY TRACK MODIFICATIONS

DETAIL 2

-1:1000

EXISTING CHEMETRON TRACK

TO BE REMOVED

94

93

92

EXISTING 95C SWITCH

RELOCATED

EXISTING 94C SWITCH RELOCATED

EXISTING 93C SWITCH RELOCATED

NEW SWITCH ADDED

EXISTING SWITCHES TO BE RELOCATED

97

98

99

93C

94D94C

95C

96C

LOOP TRACKS

UNLOADING/LOADING

STATIONS

PARY

TRACKS

TRACK 94, 95 AND TRACK 96 EXTENSION

1575.000

LEGEND:

EXISTING TRACKS

PROPOSED FGT TRACKS




NEW SWITCH ADDED

NEW SWITCH ADDED

97

NEW SWITCHES

95

REUSE EXISTING SWITCH

EXISTING CHEMETRON TRACK

TO BE EXTENDED

96

96D

95D

PROPOSED PARY TRACK

REALIGNMENT

TRACK 93 REALIGNMENT

98

99

EXISTING SWITCH RELOCATED

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

FRASER GRAIN TERMINAL RAIL SERVICES

SCHEMATICS OF RAIL CONNECTION

BETWEEN FGT, JV FACILITY AND PARY

EXISTING JV UNLOADING STATION

NOTE:

1.) "WEST" - from switch "A" to switch "C"

"EAST" - from switch "D" to switch "E"

2.) NUMBER OF CARS WITH REQUIRED CLEARANCE

PROPOSED

FRASER GRAIN

TERMINAL UNLOADING

STATION

SEMI LOOP Tracks PARY Tracks

PARY RAIL CAR STORAGE SPACE

TRACK

NUMBER

WEST EAST TOTAL

NUM. OF CARS NUM. OF CARS

99 5 - 5

98 10 - 10

97 13 - 13

96 16 46 62

95 21 42 63

94 30 40 70

93 36 39 75

92 42 34 76

19 RAIL CARS

30 RAIL CARS

2 RAIL CARS

C

N

M

A

I

N

L

I

N

E

NEW TURNOUTS

PROPOSED

FRASER GRAIN

TERMINAL

RAIL LOADING

STATION

RELOCATED TURNOUT

NEW TURNOUTS

TURNOUTS RELOCATED

Track 94, 95 & 96 EXTENDEDTrack 94, 95 & 96 EXTENDED

Chemetron track extension

LEGEND:TRACKS:

Existing Chemetron track to be removed

RE-ALIGNED JV TRACK EXISTING TURNOUT

TO BE REMOVED

EXISTING JV TRACK

NEW TURNOUT

RE-ALIGNED JV

STUB-END TRACK

S

E

A

L

(

w

h

e

n

r

e

q

u

i

r

e

d

)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD




3 2017-MAR-13 RAIL LAYOUT UPDATED

4 2017-MAY-18REVISED LAYOUT

1419-G-05-520.dwg2017-Jun-20 / 16:39 2017-Jun-20 / 16:40

1419-G-05-520

1419 N.T.S.

----

FGT RAIL SERVICES

SCHEMATICS OF RAIL CONNECTION

BETWEEN

FGT, JV FACILITY AND PARY

4

YYYY-MMM-DD

ISSUED FOR


PER

-

AutoCAD SHX Text

TRACK 90

AutoCAD SHX Text

TRACK 91

AutoCAD SHX Text

TRACK 92

AutoCAD SHX Text

TRACK 93

AutoCAD SHX Text

TRACK 94

AutoCAD SHX Text

TRACK 95

AutoCAD SHX Text

TRACK 96

AutoCAD SHX Text

TRACK 97

AutoCAD SHX Text

TRACK 98

AutoCAD SHX Text

TRACK 99

AutoCAD SHX Text

TRACK IDC 6

AutoCAD SHX Text

TRACK IDC 5

AutoCAD SHX Text

TRACK IDC 4

AutoCAD SHX Text

TRACK IDC 3

AutoCAD SHX Text

TRACK IDC 2

AutoCAD SHX Text

TRACK IDC 1

AutoCAD SHX Text

92A

AutoCAD SHX Text

93A

AutoCAD SHX Text

94A

AutoCAD SHX Text

95A

AutoCAD SHX Text

96A

AutoCAD SHX Text

94C

AutoCAD SHX Text

95D

AutoCAD SHX Text

96D

AutoCAD SHX Text

92D

AutoCAD SHX Text

93D

AutoCAD SHX Text

92C

AutoCAD SHX Text

91C

AutoCAD SHX Text

91D

AutoCAD SHX Text

90C

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

97C

AutoCAD SHX Text

98C

AutoCAD SHX Text

99C

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

94D

AutoCAD SHX Text

93C

AutoCAD SHX Text

96C

AutoCAD SHX Text

95C

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

91A

AutoCAD SHX Text

BNSF MAIN LINE

AutoCAD SHX Text

NOTE: RAIL LAYOUT AS PER AS-BUILT RAIL TRACKS DRAWING RECEIVED ON (10-FEB-2017) FROM FSD DWG# ACAD-345690-RW-100-1002-1019.

AutoCAD SHX Text

PROPOSED JV TRACKS REALIGNMENT

AutoCAD SHX Text

PROPOSED FGT TRACKS

AutoCAD SHX Text

EXISTING TRACKS

AutoCAD SHX Text

PROPOSED CHEMETRON TRACK

AutoCAD SHX Text


AutoCAD SHX Text

EXTENSION

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT



ANNEX C

Fraser Grain Terminal Rail Service Schematics for Moving 112-car Grain Unit Trains from PARY for Unloading at FGT

ROBSON ROAD

Unit Train is brought in by rail carrier on Track 92.

Fraser Grain Terminal Rail Services

Schematics for Moving

112-car grain Unit Train unloading at FGT Facility

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:47

1419-G-05-521

1419 1:6 U.N.O.

FGT RAIL SERVICES

SCHEMATICS FOR MOVING 112-CAR GRAIN

UNIT TRAIN UNLOADING AT FGT FACILITY

SHEET 01 OF 23

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

UNIT TRAIN CONSIST:

RAIL CARS:

LOCOMOTIVE (LOCO):



3 2017-MAR-13 UPDATED RAIL LAYOUT

4 2017-MAY-18 REVISED LAYOUT

ROBSON ROAD

Train is split into two sections by rail carrier

and staged on Tracks 92 and 93.

Rail carrier crew departs on Track 95.

1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:48

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 02 OF 23

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD






ROBSON ROAD

Yard loco split into two sections to make seven strings

and keep turnouts clear for coal train traffic.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:48

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 03 OF 23





ROBSON ROAD

String 1 pulled onto Lead Track via Track 99.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:48

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 04 OF 23





ROBSON ROAD

String 1 pulled into Loop and spotted on car indexer.

Yard loco go back to grab string 2.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:48

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 05 OF 23





ROBSON ROAD

String 1 being unloaded while Yard loco grabs string 2.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:49

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 06 OF 23





ROBSON ROAD

Yard loco pushes String 1 through unloading station

while String 2 is placed on indexer via Track 95.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:50

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 07 OF 23





ROBSON ROAD

Yard Loco rushes String 1 on Track 93W while String 2 is being unloaded.

Yard Loco travel from Track 93W via Track 95 to reach String 3.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:50

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 08 OF 23




2017-MAY-18 REVISED LAYOUT

ROBSON ROAD

Yard Loco pulls String 3 to indexer via Track 95.

Yard Loco pushes empty String 2 through FGT unloading station.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:50

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 09 OF 23





ROBSON ROAD

String 3 being unloaded while Yard Loco pushes String 2 to Track 93E via Track 95.

Yard Loco travel from Track 93E to Track 92E via turnout C to grab String 6.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:50

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 10 OF 23





ROBSON ROAD

String 3 being unloaded while Yard Loco grabs String 6.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:51

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 11 OF 23





ROBSON ROAD

Yard Loco places String 6 on indexer via Track 95 and

pushes String 3 on Track 93E.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:51

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 12 OF 23





ROBSON ROAD

Yard Loco pushes String 3 on Track 93E.

String 6 being unloaded while Yard Loco travels from

Track 93E to Track 92E via turnout C to String 7.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:51

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 13 OF 23





ROBSON ROAD

Yard Loco pulls and places String 7 on indexer and pushes String 6 through

FGT unloading station.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:51

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 14 OF 23





String 7 being unloaded while yard Loco pushes String 6 to Track 92E via Track 95.

ROBSON ROAD

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:52

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 15 OF 23





String 7 being unloaded while Yard Loco grab String 5 from the back, backs up to Track 92E and pushes String 5 to

Track 95 through turnout C.

Yard Loco run around to grab String 5 from the front.

ROBSON ROAD

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:52

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 16 OF 23





Yard Loco pulls String 5 and places it on indexer and pushes String 7 to Track 92E.

ROBSON ROAD

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:52

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 17 OF 23





String 5 being unloaded while Yard Loco place String 7 on Track 92E through turnouts and Track 95.

Yard Loco travel around to front of String 4 via Track 95.

ROBSON ROAD

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:52

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 18 OF 23





Yard Loco pulls and places String 4 on indexer, maneuvering around Lead Track and pushes String 5

through FGT unloading station to Track 92W .

ROBSON ROAD

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:52

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 19 OF 23





Yard Loco travels to FGT unloading station to push String 4 through.

ROBSON ROAD

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:53

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 20 OF 23





Yard Loco pushes String 4 to Track 92W.

ROBSON ROAD

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:53

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 21 OF 23





ROBSON ROAD

Yard Loco couples the seven strings into two sections.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:53

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 22 OF 23





ROBSON ROAD

Rail carrier Loco couples the two sections and Unit Train departs.

SEAL

(when re

quired)









DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


1419-G-05-521.dwg2017-Jun-20 / 10:12 2017-Jun-20 / 14:53

1419-G-05-521

1419 1:6 U.N.O.

4

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

0000-00-000

LEGEND:

TRACKS:

RAIL CARS:

LOCOMOTIVE (LOCO):

FGT RAIL SERVICES



SHEET 23 OF 23





Documents

Rail Operations Plan - Fraser Grain Terminal€¦ · 15/10/2016 · RAIL OPERATIONS PLAN Ref. 1419 S file: 1419-204 Rail Serv Sys V8.0.docx i 2017 June TABLE OF CONTENTS ... cover