drawing list drawing number drawing name · drawing list drawing number drawing name ... substation...

Drawing List

Drawing Number Drawing Name

40600-LO-DWG-00135 Area Plan 1:5000 scale40600-LO-DWG-00136 Lease and Boundary Drawing40600-ST-DWG-00132 Storage Building Elevations 40600-ST-DWG-00143 Storage Building Plans

40600-ST-DWG-00110 Transfer Tower 1 Elevations40600-ST-DWG-00111 Transfer Tower 1 Plans

40600-ST-DWG-00112 Transfer Tower 2 Elevations Sht. 1 of 240600-ST-DWG-00113 Transfer Tower 2 Elevations Sht. 2 of 240600-ST-DWG-00114 Transfer Tower 2 Plans

40600-ST-DWG-00115 Transfer Tower 3 Elevations and Plans

40600-ST-DWG-00116 Transfer Tower 4 Elevations40600-ST-DWG-00117 Transfer Tower 4 Plans

40600-ST-DWG-00118 Electrical Room 1 Elevations40600-ST-DWG-00119 Electrical Room 1 Plans



40600-ST-DWG-00134 Rail Car Unloading Elevations40600-ST-DWG-00133 Rail Car Unloading Plans

40600-MA-DWG-00139 Marine structures - Elevations40600-MA-DWG-00140 Navigation Channel and Aids40600-MA-DWG-00141 Seismic Upgrade - Navigation Channel

40600-CL-DWG-00137 Existing Utilities40600-CL-DWG-00138 Proposed Utilities40600-CL-DWG-00142 Grading plans40600-CL-DWG-00144 Emergency vehicle access routes.

40600-LO-DWG-00145 Existing Rail40600-LO-DWG-00146 Proposed Rail - New Rail tracks and switches40600-LO-DWG-00147 Proposed Rail (By Others)

40600-LO-DWG-00129 Site plan and laydown area40600-PE-DWG-00150 Process Flow Diagram40600-ME-DWG-00167 Inbound Conveying Profiles - Pit conveyor, stacking conveyor and storage feed conveyor40600-ME-DWG-00168 Outbound Conveying profiles - Reclaim conveyor, outfeed conveyor, outloading conveyor, wharf conveyor40600-MA-DWG-00158 Seismic Retrofit Plan - Deck40600-LO-DWG-00156 Fire Safety Plan - Muster station locations 40600-EL-DWG-00101 Lighting Environmental Study (Lighting Plan) - Rail Car Unloading

40600-EL-DWG-00103Lighting Environmental Study (Lighting Plan) - Outbound Conveyors (Reclaim conveyor, outfeed conveyor, outloading conveyor, wharf conveyor)

40600-EL-DWG-00104 Lighting Environmental Study (Lighting Plan) - Shipping Berth40600-EL-DWG-00151 Electrical - Power Distribution Plan40600-EL-DWG-00152 Lighting Environmental Study (Lighting Plan) - Site layout

40600-EL-DWG-00153Lighting Environmental Study (Lighting Plan) - Inbound Convers (Pit conveyor, stacking conveyor and storage feed conveyor)

40600-EL-DWG-00155 Electrical - Lighting Plan (Existing and planned site lighting)40600-CL-DWG-00148 Civil Plan - Water Course Impacts40600-CL-DWG-00149 Site Plan - Land Impacts (Excavation depths)40600-CL-DWG-00154 Demolition drawing

40600-ME-DWG-00182 Shiploader General Arrangement with dimensions40600-ST-DWG-00143-B Storage Building Plans (Updated)40600-LO-DWG-00129-B Site plan and laydown area (Updated)101051-03-CL-DWG-0207 Storm Water Catchment (Plan)40600-LO-DWG-00213-A IDC Rail Yard Access Restoration drawing 40600-ST-DWG-00118-B Electrical Room 1 Elevations revised to show geodetic metric elevations40600-ST-DWG-00120-B Electrical Room 2 Elevations revised to show geodetic metric elevations40600-ST-DWG-00122-B Electrical Room 3 Elevations revised to show geodetic metric elevations40600-CL-DWG-00138-B Proposed Utilities revised to show process sumps

Drawings submitted with initial submission

Additional drawings submitted after initial submission

BHP Billiton Canada Inc. of 1

HemmeraFile No. 989290-01

September 2018

FRASER RIVER

BUILDING TO BE PARTIALLYDEMOLISHED SHED 6

SHED 5

SHED 2

RECLAIM CONVEYOR413210A-CV-00004

STACKING CONVEYOR412110A-CV-00003

POTASH STORAGE BUILDINGPHASE 1 (160,000 t)412920A-BLD-00002

SHIPLOADER414310A-SLS-00001

DIESEL SHOPTO BE RELOCATED

TRANSFER TOWER 4414140A-BLD-00006




RAIL CAR UNLOADING STATION411910A-BLD-00001

PIT CONVEYOR411420A-CV-00001

OUTFEED CONVEYOR414120A-CV-00005

OUTLOADING CONVEYOR414130A-CV-00006

ELECTRICAL ROOM 3414820A-BLD-00009

ELECTRICAL ROOM 2411820A-BLD-00008

WHARFCONVEYOR

414150A-CV-00007

PORTAL RECLAIMER413110A-RSC-00001

STORAGE FEEDCONVEYOR

411440A-CV-00002

82,000 DWTKAMSARMAX

20,000 DWTHANDY SIZE

BAG HOUSE DUST COLLECTOR411330A-DC-00001

SUBSTATION / ELECTRIC ROOM 1418320A-BLD-00007

EXISTING RAILS

BERTH FACE

SHED 1

SHED 4

OFF SPEC STORAGE413910A-BLD-00010

LEVEL RAIL CROSSING

LEVEL RAIL CROSSING

BAG HOUSE DUST COLLECTOR411460A-DC-00003

BAG HOUSE DUSTCOLLECTOR414160A-DC-00002

REFER TO DWG.40600-MA-DWG-00011FOR SEISMIC UPGRADE

MUSTERSTATION

MUSTERSTATION

MUSTERSTATION

MUSTER

STATION

MUSTERSTATION

MUSTERSTATION

OVERALL SITE - PLANSCALE 1:2000

NOTE: GROUND COORDINATE SYSTEM

300

16115

SECTION1:100

T.O. WHARF/ PILE CAPEL. 4.85m

STEELPILE CAP

STEELPILE CAP

1200

TRANSFERTOWERPLATFORM

WHARF CONVEYOR414200-CV-00007

3700 3700

3700

3700

1800 1800

1800

1800

27001400 1400

PLANSCALE 1:100

C LTR

IPPE

R RA

ILC L

RAIL

1219Ø STEELPILES 50m LONG

1219Ø STEELPILES 50m LONG

STEEL GRATING

C L OUTLOADING CONVEYOR414130A-CV-00006


PLAN1:2500

LOT 2 & 3FSD - REV 6

(PLAN LMP 29318)

NOTES:1. NAVIGATION AIDS SHOWN ARE EXISTING (REF.

NAUTICAL CHART 3490).

2. PROPOSED NEW STRUCTURES DO NOT REQUIREMODIFICATION TO EXISTING NAVIGATION AIDS.

LEGEND:EXISTING NAVIGATION AID

FL FLASHING LIGHT

R RED

G GREEN

Q QUICK FLASHING LIGHT

FL-R

CHANNEL

Q-R

FL(2)-R

FL-R

FL-G

SECTION1:200

21

EXISTINGRIPRAP

EXISTINGTAILINGS

EXISTINGGRAVEL

CUT LINE

COMPACTEDFILL (EXISTING)

1000

1000

800

EXISTINGBERTH 9 PILES

SEISMICUPGRADES

HHWEL. +3.600m

LLW (C.D.)EL. 0.000m

BALLAST DRAFTEL. -3.400m

BALLAST DRAFTEL. -5.000m

PARTIAL LOADED DRAFTEL. -7.700m

LOADED DRAFTEL. -9.300m

PARTIAL LOADED DRAFTEL. -11.500m

EXISTING DREDGED DEPTHEL. -12.600m

EXISTING BERTH9 DECK

20,000 DWT HANDY SIZEBALLAST DRAFT

20,000 DWT HANDY SIZELOADED DRAFT

82,000 DWT KAMSARMAXBALLAST DRAFT

82,000 DWT KAMSARMAXPARTIAL DRAFT

2.9m x 6.0mFENDERFACE (REF.)

914Ø STEEL PILE20m LONG

T.O. DECKEL. +4.850m

GROUNDIMPROVEMENTZONE

UNDER KEELCLEARANCE 1100

6m

NOTES:1. SEISMIC DESIGN CRITERIA:

THE PEAK GROUND ACCELERATION (PGA) CORRESPONDING TORETURN PERIOD OF 475 (OPERATING LEVEL EARTHQUAKE, OLE)WAS DETERMINED TO BE 0.179g AND REPAIRABLE DAMAGE AFTER THE OLE EVENT.

2. FOR GEOTECHNICAL ENGINEERING ASSESSMENT REF. DOC. NO.40600-GE-RPT-00048 REV C.

82,000 DWT KAMSARMAX

20,000 DWT HANDY SIZE

BERTH PLANSCALE 1:750

HANDYSIZE HENG CHANG YUAN 1(20,000 DWT)

LOA 154mBEAM 23m

KAMSARMAX MV Q ARION(82,000 DWT)

LOA 229mBEAM 32.26m

229m

154m

DECK PLAN1:200

C LSH

IPLO

ADER

RAI

L(E

XIST

ING)

C LTR

IPPE

R RA

IL(N

EW)

C L(E

XIST

ING)

SHIP

LOAD

ER R

AIL

HANDYSIZE HENG CHANG YUAN 1(20,000 DWT)

LOA 154mBEAM 23m

KAMSARMAX MV Q ARION(82,000 DWT)

LOA 229mBEAM 32.26m

30 SPACES @ 8100 = 243000(REF.)

EXISTING BOLLARD890kN CAPACITY TYP.

C LSH

IPLO

ADER

RAI

L(E

XIST

ING)

C LTR

IPPE

R RA

IL(N

EW)

C L(E

XIST

ING)

SHIP

LOAD

ER R

AIL

EXISTING BOLLARD890kN CAPACITY TYP.

30 SPACES @ 8100 = 243000(REF.)

DECK PLAN (CONT.)1:200

NEW 2.9m x 6.0mFENDERS 15 TOTAL

2.9m

NEW 2.9m x 6.0mFENDERS 15 TOTAL

2.9m

FOR SEISMIC RETROFIT SEEDRAWING 40600-MA-DWG-00141

STACKING CONVEYOR 412110A-CV-00003SCALE 1:500

STORAGE FEED CONVEYOR 411440A-CV-00002SCALE 1:500

PIT CONVEYOR 411420A-CV-00001SCALE 1:500

BELT U/S

BELT U/S

T.O.C.REF. EL. -10,900m

NOM. GRADEREF. EL. 0,000m

℄ W.P.℄ TAIL PULLEY ℄ W.P.

℄ HEAD PULLEY

149690

2099

6T.P.

T.P.I.P.

5°

10.35°

BELT TRAVEL

BELTTRAVEL

TAKE-UP

LOADINGZONE

3500

HORIZONTALTAKE-UP

℄ TAIL PULLEY

BELT U/S

LOADINGZONE

237027

3000

0

3015

4

BELT U/S

℄ W.P.

℄ HEAD PULLEY

DRIVE

DRIVE

7.25°


43272 23229 22939


BELT U/S℄ W.P.

℄ TAIL PULLEY

36674

BELTTRAVEL

LOADINGZONE

9000

DRIVE

TAKE-UP

3163

8°

501885

BELT U/ST.P.T.P. I.P.

R750

00

1731151935245

WEIGH SCALE - FROM FEEDER411420A-FTW-00001

KEY PLANSCALE 1:2500

414120A-CV-00005

PORTAL RECLAIMERMAINTENANCE POSITION

5500

GALLERY

GALLERY

1150

0

9496

3157

6

1176

2683

7





413210A-CV-00004412110A-CV-00003 411440A-CV-00002

4114

20A-C

V-000

0141

4130

A-CV

-000

06

414150A-CV-00007

GALLERY

GALLERY - TYPICAL SECTIONSCALE 1:100

CABLE TRAYS(REF.)COVER(TYP.)ACCESS BOTH SIDES(TYP.)

℄ GALLERY

SPILL TRAY(TYP.)

NO CLADDING(TYP.)

5745OVERALL

4112

OVER

ALL

℄ HEAD PULLEY

392360 TRIPPER TRAVEL

℄ PULLEY ℄ PULLEY ℄ PULLEY

TRIPPER MAINTENANCEPOSITION

R500000

℄ W.P.

STAIRWELL

WEIGH SCALE - TO STORAGE411440A-FTW-00002

25000TRIPPER CAR42110-CVTR-00001

℄ W.P.

℄ HEAD PULLEY

TAKE-UP

RECLAIM CONVEYOR 413210A-CV-00004SCALE 1:750

5230739000℄ TAIL PULLEY TAKE-UP TOWER ℄ ℄

474265


4000

4750 6150

21872 21540

T.P.

I.P.

T.P.10°

449774 EST. PORTAL RECLAIMER LOADING ZONE

DRIVE

BELT TRAVEL

262735

229362890173860 EST. TRIPPER TRAVEL DISTANCE

NOM. GRADEREF. EL. 0,000mBELT U/S

3950

1530

1574

0 EST

.

℄ HEAD PULLEY℄ TAKE-UP TOWER

℄ PULLEY ℄ PULLEY℄ TAIL PULLEY℄ W.P.

BELT TRAVEL

TAKE-UP

DRIVE

WHARF CONVEYOR 414150A-CV-00007

OUTLOADING CONVEYOR 414130A-CV-00006SCALE 1:500

T.P.

T.P.T.P.

T.P.

I.P.

I.P. BELT TRAVEL

LOADINGZONE

℄ TAIL PULLEY℄ W.P.

12°


DRIVE

CLEAR FOR RAILCAR TRACKS

℄ HEAD PULLEY℄ W.P.

℄ W.P.

OUTFEED CONVEYOR 414120A-CV-00005SCALE 1:500

T.P.

I.P.

T.P.

LOADINGZONE

206000

TAKE-UP TOWER ℄ ℄

46004000

℄ W.P.℄ TAIL PULLEY

152987 20993 20759

8°

4500

6000


℄ W.P.℄ HEAD PULLEY

DRIVE

BELT TRAVEL

R300000

WEIGH SCALE - RECLAIM414120A-FTW-00003

OFF SPEC STORAGE413910A-BLD-00010

WEIGH SCALE - TO SHIPLOADER414130A-FTW-00004

MID-BELT PLOW - OFF SPEC TRANSFER414130A-CVBT-00001

3020001072

22069605

718863153130842130131542115766

1259

9

GALLERY - TYPICAL SECTIONSCALE 1:100

CABLE TRAYS(REF.)COVER(TYP.)ACCESS BOTH SIDES(TYP.)

℄ GALLERY

SPILL TRAY(TYP.)

NOTES:1. FOR CONVEYOR KEY PLAN SEE DWG.40600-ME-DWG-00167.

1500

1400

1500





1410

0


COVER

GALLERY

GALLERY

COVER

NO CLADDING(TYP.)

BELT U/S

BELT U/S

R250000

5745OVERALL

4112

OVER

ALL

27000MAINTANCE AREA

R150

000 R3

0000

0

TAKE-UP TOWER ℄5000

HORIZONTALTAKE-UP

SCALE 1:500

WHARF CONVEYOR414150A-CV-00007

SHIPLOADER 414310A-SLS-00001


82,000 DWTKAMSARMAX

20,000 DWTHANDY SIZE

STORAGE FEED CONVEYOR411440A-CV-00002





DUMPER PIT FEEDER411410A-FD-00001

DUMPER PIT GRIZZLY411320A-SEP-00001

RAIL CAR VIBRATOR411310A-CVI-00001

RAIL CAR GATE CLOSER411310A-AC-00002

RAIL CAR GATE OPENER411310A-AC-00001

BAGHOUSE DUST COLLECTOR - DUMPER PIT411330A-DC-00001

BAGHOUSE DUST COLLECTOR - TT-1414160A-DC-00002

BAGHOUSE DUST COLLECTOR - TT-2411460A-DC-00003

PORTAL RECLAIMER413110A-RSC-00001

TRIPPER CAR412110A-CVTR-00001

WEIGH SCALE - FROM FEEDER411420A-FTW-00001

WEIGH SCALE - RECLAIM414120A-FTW-00003

SAMPLER - BELT END TYPE414140A-SAMP-00001

CV01 TO CV02/CV06 DIVERTER CHUTE411430A-CH-00002

MID-BELT PLOW - OFFSPEC414130A-CVBT-00001





POTASH STORAGE BUILDING412920A-BLD-00002

RAIL CAR UNLOADING STATION411910A-BLD-00001

WEIGH SCALE - TO SHIPLOADER414130A-FTW-00004

BOOSTER AXIAL FAN FOR TT-04 CONNECTION414160A-FAN-00001

B

C/L TRIPPER975

C/L TRIPPER975

BIN VENT DUST COLLECTOR - S/L TRIPPER414310A-DC-00004

BIN VENT DUST COLLECTOR - S/L TAIL414310A-DC-00005

BIN VENT DUST COLLECTOR - S/L DISCHARGE414310A-DC-00006

DUMPER PIT FEEDER HOPPER411320A-THP-00001

FLOW BALANCE AREADESIGN RATENOMINAL RATEPERCENT SOLIDS

STREAM NO.t / ht / h%

0014,2553,700100

2 PILES (GRANULAR & STANDARD) = 160,000 t

MIN. TRAIN SPEED THROUGH DUMPER = 0.48km/h (0.3 mph)

0024,2553,700100

0034,2553,700100

0044,2553,700100

0054,2553,700100

0064,2553,700100

001002

003

004

005

006

007

008

0074,2553,700100

0084,2553,700100

LEGEND:: STREAM NUMBERXXX

WEIGH SCALE - TO STORAGE411440A-FTW-00002

A B C

10000 10000

20000

10000 10000

20000

A B C

W.P.

1 210000

1 210000

1 210000

ELEVATION ON LINE 1 ELEVATION ON LINE 2

ELEVATION ON LINE A ELEVATION ON LINE B

NOM. GRADE(REF.) EL. 0.000m

T.O.S.EL. 6.000m

T.O.S.EL. 10.000m


T.O.S.EL. 6.000m

T.O.S.EL. 10.000m


T.O.S.EL. 6.000m

T.O.S.EL. 10.000m


T.O.S.EL. 6.000m

T.O.S.EL. 10.000m

ISOMETRIC TRANSFER TOWER TT-01

ELEVATION ON LINE C


T.O.S.EL. 6.000m



NOT FORCONSTRUCTION

DIVERTERCHUTE




OUTLOADING CONVEYOR414130A-CV-00006STORAGE FEED

CONVEYOR411440A-CV-00002




762 DIA.PILES TYP.

NOTES:1. NOMINAL (STRUCTURAL) GRADE ELEVATION 0.000m = 4.600m

GEODETIC METRIC ELEVATION.

2. T.O.S. = TOP OF STEEL.

3. ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONS INMETERS U.N.O.

4. STEEL COATED WITH 3 COAT PAINT SYSTEM FOR CORROSIVESERVICE, COLOUR PUMICE 415.

5. ALL GRATING IS FIBREGLASS REINFORCED PLASTIC.

PER DRAWING

10000

1000

0

1 2

A

B

10000

1000

010

000

2000

0

1 2

A

B

C

FLOOR PLAN @ T.O.S. EL. 10.000m

SPAN


UP

DNDN



SPAN

DRIVE

DRIVE

NOT FORCONSTRUCTION







PER DRAWING

A B C12000

4000 8000

A B C12000

4000 8000

ELEVATION ON LINE 1


T.O.S.EL. 5.968m


T.O.S.EL. 10.540m

T.O.S.EL. 16.540m

T.O.S.EL. 22.740m

T.O.S.EL. 25.740m

T.O.S.EL. 29.940m

ELEVATION ON LINE 2


T.O.S.EL. 5.968m

T.O.S.EL. 10.540m

T.O.S.EL. 16.540m

T.O.S.EL. 22.740m

T.O.S.EL. 25.740m

T.O.S.EL. 29.940m



762 DIA.PILES TYP.

DRIVE

TAKE- UP


NOT FORCONSTRUCTION







PER DRAWING

1 27500

1 27500

1 27500

ELEVATION ON LINE A


T.O.S.EL. 5.968m

T.O.S.EL. 10.540m

T.O.S.EL. 16.540m

T.O.S.EL. 22.740m

T.O.S.EL. 25.740m

T.O.S.EL. 29.940m

ELEVATION ON LINE B


T.O.S.EL. 5.968m

T.O.S.EL. 10.540m

T.O.S.EL. 16.540m

T.O.S.EL. 22.740m

T.O.S.EL. 25.740m

T.O.S.EL. 29.940m

T.O.S.EL. 19.640m

T.O.S.EL. 13.540m

T.O.S.EL. 2.968m

T.O.S.EL. 8.254m

ELEVATION ON LINE C


T.O.S.EL. 5.968m

T.O.S.EL. 10.540m

T.O.S.EL. 16.540m

T.O.S.EL. 22.740m

T.O.S.EL. 25.740m

T.O.S.EL. 29.940m

T.O.S.EL. 27.840m


762 DIA.PILES TYP.


TAKE-UP

NOT FORCONSTRUCTION







PER DRAWING

1 2

A

B

C

7500

4000

8000

1200

0

7500

1200

0

1 2

A

B

C

8000

4000

7500

1200

0

1 2

A

B

C

4000

8000

7500

1200

0

1 2

A

B

C

4000

8000

7500

1200

0

1 2

A

B

C

4000

8000


SPAN

DN

FLOOR PLAN @ T.O.S. EL. 25.740m FLOOR PLAN @ T.O.S. EL. 22.740m

SPAN

DN

UP

SPAN

STORAGE FEEDCONVEYOR411440A-CV-00002

STACKINGCONVEYOR412110A-CV-00003


SPAN

SPAN

OPEN

OPENING FORTAKE-UP

DRIVE

DN

UP

DN

UP

DN

UP NOT FORCONSTRUCTION







PER DRAWING

A B6000 1200

W.P.

A B

6000 1200

1 27500

1 27500

7500

6000

1 2

A

B

ELEVATION ON LINE 1


T.O.S.EL. 4.840m

ISOMETRIC TRANSFER TOWER TT-03ELEVATION ON LINE 2


T.O.S.EL. 4.840m

ELEVATION ON LINE A


T.O.S.EL. 4.840m

T.O.S.EL. 2.505m

ELEVATION ON LINE B


T.O.S.EL. 4.840m

DN

SPAN

DN

3043

950

35 1165

FLOOR PLAN @ T.O.S. 4.840m


1208



DRIVE

762 DIA.PILES TYP.




DRIVE

NOT FORCONSTRUCTION







PER DRAWING

A B11000

C

8000 3000

A B11000

C

8000 3000

1 28000

1 28000

1 28000

ELEVATION ON LINE 1

T.O. WHARF/PILE CAP(REF.) EL. 4.850m

T.O.S.EL. 9.250m


T.O.S.EL. 12.550m

T.O.S.EL. 17.450m

ELEVATION ON LINE 2

T.O.S.EL. 9.250m

T.O.S.EL. 12.550m

T.O.S.EL. 17.450m

ELEVATION ON LINE A

T.O.S.EL. 9.250m

T.O.S.EL. 12.550m

T.O.S.EL. 17.450m

ELEVATION ON LINE B

T.O.S.EL. 9.250m

T.O.S.EL. 12.550m

T.O.S.EL. 17.450m

ELEVATION ON LINE C

T.O.S.EL. 9.250m

T.O.S.EL. 12.550m

T.O.S.EL. 17.450m

T.O.S.EL. 10.150m



762 DIA.PILES TYP.


CONCRETEPILE CAP TYP.

CONCRETEPILE CAP

HHW(REF.) EL. 3.600m










NOT FORCONSTRUCTION







PER DRAWING

8000

1 2

A

B

C

1100

0

8000

3000

8000

1 2

A

B

C

1100

0

8000

3000

8000

1 2

A

B

C

1100

0

8000

3000


SPAN

DN


SPAN SPAN


DN

UP

UP

DN

DISCHARGE CHUTEOPENING

DISCHARGE CHUTEOPENING

NOT FORCONSTRUCTION







PER DRAWING

1 2 3 4

124 3

A B

B A

EAST ELEVATION (LOOKING WEST)

21400

10700 10700 3000

15400

SECURITY FENCEAROUND TRANSFORMER

T.O. FLOOREL. 7.060m

NOM. GRADEEL. 4.600m

WEST ELEVATION (LOOKING EAST)

PREFINISHEDMETAL ROOFING

PREFINISHEDGALVANIZED CANOPY

STEEL GRATINGPLATFORM AND STAIRS

EAVESTROUGH ANDDOWNSPOUTS (TYP.)

STEEL SKID

PREFINISHEDMETAL WALL PANEL

CONCRETE PEDESTALFOUNDATION

15400

3000 10700 10700



5200

5200

NORTH ELEVATION (LOOKING SOUTH)

SOUTH ELEVATION (LOOKING NORTH)

FALL ARRESTANCHOR

CONCRETE SPLASHPAD (TYP.)


LIGHT FIXTURE


EQUIPMENT DOOR

FALL ARRESTANCHOR







DOUBLE GATE



SINGLE GATE


FALL ARRESTANCHOR







LIGHT FIXTURE

MAN DOOR




NOT FORCONSTRUCTION

21400

PER DRAWING

NOTES:1. ELEVATIONS REFERENCE GEODETIC METRIC.

2. T.O.F. = TOP OF FLOOR.


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FLOOR PLAN

SECURITY FENCE

21700(OUT TO OUT)

5500

(OUT

TO

OUT)

5200

15400 10700 10700 3000

TRANSFORMER

DOUBLE EQUIPMENT ACCESS GATESINGLE ACCESS GATE

SINGLE ACCESS GATE

22000

5200



FALL ARRESTANCHOR



FALL ARRESTANCHOR

DN

DN

SIZE AND LOCATION OFFLOOR OPENINGS TO BEDETERMINED BY ELECTRICAL

2 HOURFIRE WALL

SLOP

ESL

OPE

C LDO

OR

DOWNSPOUT ANDCONCRETE SPLASH PADTYP. 4 LOCATIONS

2600

STAIR AND EQUIPMENTLANDING

9200

1500

1500 2000

2350

1650

1500

C LDO

OR

1500

PLATFORM

DN

6000

150

150

300 10700 10700

MAN DOOR

NOTES:1. ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONS ARE IN METERS U.N.O.

2. BUILDING SHALL BE RIGID FRAME BUILDING WITH A STRUCTURAL STEEL SKID.

3. BUILDING SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE NATIONAL BUILDINGCODE.

4. ALL STRUCTURAL ENGINEERING SHALL BE PERFORMED BY A STRUCTURAL ENGINEERREGISTERED IN THE PROVINCE OF BRITISH COLUMBIA. ALL CALCULATIONS AND DRAWINGSSHALL BE STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE PROVINCE OF BRITISHCOLUMBIA.

5. ALL SAFETY FALL ARREST SHALL BE DESIGNED BY THE BUILDING CONTRACTOR AS REQUIREDBY THE OCCUPATIONAL HEALTH AND SAFETY ACT AND REGULATIONS.

6. ALL DOOR CANOPY'S, DOWNSPOUTS AND EAVESTROUGHS SHALL BE SHIPPED LOOSE ANDFIELD INSTALLED.

7. LOADS:

CLIMATIC AND SEISMIC LOADS.

SNOW LOAD SS 2.3

SNOW LOAD SR 0.2

HOURLY WIND PRESSURE, 1/10 0.34


MISC. CEILING DEAD LOAD: 0.5 kPa

MIN. FLOOR LOAD IN MCC BUILDING = 7.2 kPa

10. BUILDING SKID SHALL BE DESIGNED TO SUPPORT FUTURE LOADING FROM PLATFORM ANDSTAIRS AS SHOWN.

11. FALL ARREST ANCHORS TO BE DESIGNED TO MEET REQUIREMENTS OF BRITISH COLUMBIAOCCUPATIONAL HEALTH AND SAFETY ACT AND A MINIMUM OF 16 kN IN ANY DIRECTION.

EXTERIOR WALL CONSTRUCTION:

0.76 mm (22 GA) GALVANIZED PREPAINTED 8000 SERIESCOLOR SANDSTONE 413 METAL WALL PANEL.90mm THICK FIBERGLASS BATT TYPE INSULATION, R12 (RSI 12.1) MINIMUM OR APPROVEDEQUAL.

6 MIL POLY VAPOUR BARRIER 0.61 (24 GA) GALVANIZED PREPAINTED 8000 SERIES

COLOR SANDSTONE 413 LINERROOF CONSTRUCTION: 0.76 mm (22 GA) GALVANIZED PREPAINTED 8000 SERIES, COLOR SANDSTONE 413 METAL

ROOF PANEL. 150mm THICK FIBERGLASS BATT TYPE INSULATION R20 (RSI 3.5) MINIMUM OR APPROVED

EQUAL. 6 MIL POLY VAPOUR BARRIER 0.61 (24 GA) GALVANIZED PREPAINTED 8000 SERIES, COLOR SANDSTONE 413 METAL LINER

ON METAL CLIPS.ACCESSORIES:EAVE GUTTERS - 0.75 (22 GA.) PREPAINTED GALVANZIED STEEL, COLOR SANDSTONE 413.DOWNSPOUTS - 0.45 (26 GA.) PREPAINTED GALVANIZED STEEL RECTANGULAR

SHAPE, COLOR SANDSTONE 413.DOOR CANOPIES - STRUCTURALLY SUPPORTED MIN 1.Tmm PLATE PREPAINTED

GALVANIZED STEEL, COLOR BONE WHITE.FLASHING - PREPAINTED GALVANIZED, COLOR TERRA COTTA 159.TRIMS AND ACCENTS - COLOR TERRA COTTA 159.

NOT FORCONSTRUCTION

PER DRAWING

1 2 3

13 2

A B

B A

SOUTH ELEVATION(LOOKING NORTH)

9900 3000




NORTH ELEVATION(LOOKING SOUTH)





STEEL SKID



15400

3000 9700



4500

EAST ELEVATION(LOOKING WEST)


FALL ARRESTANCHOR



LIGHT FIXTURE


EQUIPMENT DOOR

FALL ARRESTANCHOR







DOUBLE GATE




FALL ARRESTANCHOR







LIGHT FIXTURE

MAN DOOR




NOT FORCONSTRUCTION


LIGHT FIXTURE

MAN DOOR

15400

9900

4500

PER DRAWING




S:\

pro

j\10

10

51

-03

\CA

D\0

01

0 S

ele

ctio

n P

ha

se\F

rase

r S

urr

ey

Do

cks

(FS

D)\

g\d

rg\V

FP

A P

erm

it A

pp

lica

tion

\40

60

0-S

T-D

WG

-00

12

0.d

wg

1 2

A

B

A

B

1 2 3

ROOF PLAN

FLOOR PLAN

4500



FALL ARRESTANCHOR



FALL ARRESTANCHOR

SLOP

ESL

OPE

10500

10500(OUT TO OUT)

990015400

4500

(OUT

TO

OUT)

4200C L

DOOR

2100

9200

1500

20001500

SECURITY FENCE

TRANSFORMER

DOUBLE EQUIPMENTACCESS GATESINGLE ACCESS GATE

SIZE AND LOCATION OFFLOOR OPENINGS TO BEDETERMINED BY ELECTRICAL



2300

2400

1500

1500

PLATFORM


9900300

4200

150

150

300

3000

DN

DN

DN







7. LOADS:


SNOW LOAD SS 2.3

SNOW LOAD SR 0.2
















NOT FORCONSTRUCTION

PER DRAWING

3 2 1

31 2B A

A B

WEST ELEVATION(LOOKING EAST)

9900 300015400




EAST ELEVATION(LOOKING WEST)





STEEL SKID



154009900



4200

4200



FALL ARRESTANCHOR



LIGHT FIXTURE


EQUIPMENT DOOR

FALL ARRESTANCHOR







DOUBLE GATE




FALL ARRESTANCHOR







LIGHT FIXTURE

MAN DOOR




3000

NOT FORCONSTRUCTION

PER DRAWING




S:\

pro

j\10

10

51

-03

\CA

D\0

01

0 S

ele

ctio

n P

ha

se\F

rase

r S

urr

ey

Do

cks

(FS

D)\

g\d

rg\V

FP

A P

erm

it A

pp

lica

tion

\40

60

0-S

T-D

WG

-00

12

2.d

wg

2 3

A

B

2 31

A

B

ROOF PLAN

FLOOR PLAN



FALL ARRESTANCHOR



FALL ARRESTANCHOR

SLOP

ESL

OPE

4500

10500

10500(OUT TO OUT)

15400

4500

(OUT

TO

OUT)

C LDO

OR21

00

2000 1500

SECURITY FENCE

TRANSFORMER

DOUBLE EQUIPMENTACCESS GATE

SINGLE ACCESS GATESIZE AND LOCATION OFFLOOR OPENINGS TO BEDETERMINED BY ELECTRICAL



2550

2450







7. LOADS:


SNOW LOAD SS 2.3

SNOW LOAD SR 0.2
















1500

PLATFORM

4200

150

9900300

9900

4200

150

1500

9200

1500

3000

300

DNDN

DN

NOT FORCONSTRUCTION

PER DRAWING

℄ BUILDING

℄ RAIL

60000(EST. BLDG. COLUMN GAUGE)

48000(RECLAIMER RAIL CENTERS)

4000

0

200


SCALE 1:1000

NOM. GRADE (REF.) EL. 0.000m

℄ RAIL610 DIA. STEELPILES TYP.

ACCESS MANDOOR TYP.EVERY 60m

STAIRTOWER

MAINTENANCEACCESS DOOR TENSIONED FABRIC


610 DIA. PILESTYP.


SCALE 1:400

TENSIONEDFABRIC

MAINTENANCEACCESS DOOR

STAIRTOWER

℄ BUILDING

℄ RAIL



4000

0

200


SCALE 1:1000


℄ RAIL610 DIA. STEELPILES TYP.ACCESS MANDOOR TYP.

EVERY 60m

STAIRTOWER


TENSIONED FABRIC 610 DIA. PILESTYP.

NORTH ELEVATION(LOOKING SOUTH)

SCALE 1:400

TENSIONEDFABRIC


NOT FORCONSTRUCTIONPER DRAWING

471000

58 BAYS AT 8000 = 464000 7000


471000

58 BAYS AT 8000 = 464000 7000000




3. TENSIONED FABRIC COLOR TERRA COTTA 159.

B

A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

B

A

B

A

1 2 3 4 5 6 7 8 9

B

A

1 2 3 4 5 6 7 8 9

RAIL CAR UNLOADING STATION - 411190-BLD-00001 FLOOR PLAN AT EL. 0.000mSCALE 1:200 NOTES:

1. ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONSIN METERS U.N.O.

NOT FORCONSTRUCTION

62000

2200

0

2500

1100

085

00

5500

5500

1257

0(O

UT T

O OU

T)

58800(OUT TO OUT)

C LRA

IL

2225 4400 8525 8525 8525 8525 8525 8525 2000 2225SECANT PILE WALL

SOIL ANCHOR TYP.

DN

HOPPERBELOW RAIL CARS

RAIL CAR UNLOADING STATION - 411190-BLD-00001 ROOF PLANSCALE 1:200

1257

0(O

UT T

O OU

T)

1100

0

58800(OUT TO OUT)

4400 8525 8525 8525 8525 8525 8525 2000

DN

58800(OUT TO OUT)

4400 8525 8525 8525 8525 8525 8525 2000

DNDN

DN

UP

UP

SECANTPILE WALL

HOPPERFEEDERCONVEYOR

RAIL CAR UNLOADING STATION - 411190-BLD-00001 FLOOR PLAN AT EL. -5.863mSCALE 1:200

RAIL CAR UNLOADING STATION - 411190-BLD-00001 FLOOR PLAN AT EL. -10.595mSCALE 1:200

5500

5500

1257

0(O

UT T

O OU

T)C L

RAIL

SECANTPILE WALL

1337

0

1257

0(O

UT T

O OU

T)

1100

0

UP

PITCONVERYOR

59600

4400 8525 8525 8525 8525 8525 8525 2000

PREFINISHED METALROOFING

PER DRAWING

1 2 3 4 5 6 7 8 9BA

123456789B A

AB


58820(OUT TO OUT)

4400 8525 8525 8525 8525 8525 8525 2000


58820(OUT TO OUT)

2000 8525 8525 8525 8525 8525 8525 4400

T.O. FLOOREL. -5.863m


T.O. SLABEL. -10.595m




12570(OUT TO OUT)

11000


SOUTH ELEVATION (LOOKING NORTH)

12570(OUT TO OUT)

11000

DOUBLEACCESS DOOR

PREFINISHED METALCLADDING







A -

SECTION A1:200 -




NOT FORCONSTRUCTION

(REF.) RAIL CARS

(REF.) PITCONVEYOR411400-CV-00001

(REF.) FEEDER

T.O.S. (H.P.)EL. 8.810m T.O.S. (L.P.)

EL. 8.255m

12570(OUT TO OUT)

11000

T.O.S. (H.P.)EL. 8.810m T.O.S. (L.P.)

EL. 8.255m


SOFFIT ANDDOWNSPOUT TYP.

CONCRETE SPLASHPAD TYP.

T.O.S. (H.P.)EL. 8.810mT.O.S. (L.P.)

EL. 8.255m(REF.) RAIL CARS

(REF.) PITCONVEYOR411400-CV-00001

(REF.) FEEDER

(REF.) RAIL CARS

(REF.) FEEDER

(REF.) PITCONVEYOR

(REF.) FEEDER

(REF.) RAIL CARGATE OPENER

(REF.)RAIL CARGATE VIBRATOR

SOFFIT ANDDOWNSPOUT TYP.

CONCRETE SPLASHPAD TYP.

(REF.) RAIL CARS

BOT. SECANT PILINGEL. -20.000m

BOT. SOIL CEMENTEL. -20.000m

8000

22000

C L RAIL

1000 DIA. SECANT PILING

SOIL MIXINGSOIL ANCHORS TYP.

21

DOUBLEACCESS DOOR


SECANT PILES AND SOIL MIXINGNOT SHOWN FOR CLARITY



SECANT PILESAND SOIL MIXINGNOT SHOWN FORCLARITY

14000

NOTES:1. NOMINAL (STRUCTURAL) GRADE ELEVATION 0.000m = 4.600m GEODETIC METRIC ELEVATION.


3. ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONS IN METERS U.N.O.

4. STEEL COATED WITH 3 COAT PAINT SYSTEM FOR CORROSIVE SERVICE, COLOUR PUMICE 415.

5. ALL GRATING IS FIBERGLASS REINFORCED PLASTIC.


0.76 mm (22 GA) GALVANIZED PREPAINTED ,COLOR SANDSTONE 413 METAL CLADDING.ROOF CONSTRUCTION: 0.76 mm (22 GA) GALVANIZED PREPAINTED, COLOR SANDSTONE 413 METAL ROOF DECK.

ACCESSORIES:EAVE GUTTERS - 0.75 (22 GA.) PREPAINTED GALVANZIED STEEL, COLOR SANDSTONE 413.DOWNSPOUTS - 0.45 (26 GA.) PREPAINTED GALVANIZED STEEL RECTANGULAR



PER DRAWING

℄ BUILDING

℄ RAIL



4000

0

200





MAINTENANCE ACCESSDOOR

ACCESS MANDOORTYP. EVERY 60m

ACCESS MANDOOR TYP.EVERY 60m

STAIRTOWER

POTASH STORAGE BUILDING - 41920A-BLD-00002 - PLANSCALE 1:1000

POTASH STORAGE BUILDING - 41920A-BLD-00002 - ROOF PLANSCALE 1:1000

TENSIONED FABRIC


POTASH STORAGE BUILDING - 41920A-BLD-00002 - TYPICAL SECTIONSCALE 1:400

℄ RAIL610 DIA. STEELPILES TYP.

NOT FORCONSTRUCTION

PER DRAWING

6000

0(M

IN. C

LEAR

ANCE

)60

000

(MIN

. CLE

ARAN

CE)

471000

58 BAYS AT 8000 = 464000 7000

4800

0(R

ECLA

IM R

AIL C

ENTE

RS)

471000

58 BAYS AT 8000 = 464000 7000

NOTES:1. NOMINAL (STRUCTURAL) GRADE ELEVATION 0.000m = 4.600m GEODETIC

METRIC ELEVATION.

2. ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONS IN METERS U.N.O.

3. BUILDING TO BE STEEL STRUCTURE AND TENSIONED FABRIC COLOR TERRACOTTA 159.

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