Port of Vancouver | - TRUE NORTH · 1 2016-jul-08issued for per (demo plan) 2 2017-feb-08first issue for per (new drawing) 32017-may-01revised boundary line 2017-jun-21 / 16:35 2017-jun-21

12

3

4

1 2016-JUL-08ISSUED FOR PER (DEMO PLAN)

2 2017-FEB-08FIRST ISSUE FOR PER (NEW DRAWING)

3 2017-MAY-01 REVISED BOUNDARY LINE

1419-G-05-400.dwg2017-Jun-21 / 16:35 2017-Jun-21 / 16:36

1419-G-05-400

1419 1:450 U.N.O.

SITE LAYOUT

EXISTING CONCRETE SLAB

AND ASPHALT PAVEMENT

LAYOUT

3

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FORCONSTRUCTION

PER

G-05-001

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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

T

R

U

E

N

O

R

T

H

PROJECT

NORTH

EXISTING ASPHALT AREA TO BE REMOVED AND REPLACED

WITH COMPACTED GRANULAR MATERIAL AND LEAN

CONCRETE ≈ 4669m²

NOTES:

FOUNDATION FOR PROJECT EXPANSION ≈ 1244m²

EXISTING CONCRETE SLAB AREA TO BE LEVELED

WITH LEAN CONCRETE ≈ 4128m². FOUNDATION TO BE

POURED ON TOP OF IT

CONCRETE SLAB FOR CONTAINER AREA ≈ 4673m²

159 m²

697 m²

234 m²

1161 m²

716 m²

195 m²

810 m²

2687 m²

491 m²

56 m²

27 m²

631 m²

4673 m²

562 m²

41 m²

1592 m²

57 m²

EXISTING EMBEDDED STEEL

PLATE ON TOP OF EXISTING

CONCRETE SLAB

EXISTING EMBEDDED STEEL

PLATE ON TOP OF EXISTING

CONCRETE SLAB

APPROXIMATE SHAPE AND LOCATION OF

EXTG. CONCRETE TRENCHES AND PIT

EXTG. BUILDING

EXTG. BUILDING

PLAN VIEW OF EXISTING CONCRETE AND ASPHALT AREAS

1:450

43070

41700

16730

33480

41690

CONCRETE

34047

40 m²

EXISTING CONCRETE TRENCHES AND PITS

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

12

3

4

5

6

7

8

9

1 2016-JUL-08 ISSUED FOR PER

2 2016-SEP-16 ESTIMATED DEPTH of EXCAV. ADDED

3 2016-OCT-11 GROUND ELEV. ADDED

4 2017-JAN-11MARINE STRUCTURES ADDED

5 2017-MAR-14REVISED BOUNDARY LINE

6 2017-MAY-01REVISED BOUNDARY LINE

7 2017-JUN-16REVISED LOOP TRACK AND BOUNDARY

1419-G-05-401.dwg21-Jun-17 / 15:55 21-Jun-17 / 15:55

1419-G-05-401

1419 1:750 U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

EXCAVATION

PLAN

7

DD-MMM-YYYY

ISSUED FOR


PER

RECEIVING PIT

GROUND EL. 5.05

T.O.C. EL. -10.15

(SUPPLEMENTARY EXCAV.

FOR FOUNDATIONS AND

TREMIE CONCRETE TO EL. -14.15)

RECEIVING PIT

GROUND EL. 5.05

T.O.C. EL. -0.80


FOR FOUNDATIONS AND


MAIN TOWER - GROUND EL. 5.05

T.O.C. EL. 5.05


FOR FOUNDATIONS TO EL. 4.05)

RECLAIM CONVEYOR TRENCH

GROUND EL. 4.80

T.O.C. EL. 2.80



CONTAINER LOADING PIT

GROUND EL. 4.80

T.O.C. EL. 2.20



TRUCK LOADING PIT

GROUND EL. 4.40

T.O.C. EL. 3.00



BUCKET ELEVATOR

GROUND EL. 4.80

T.O.C. PIT EL. -1.70


FOR FOUNDATIONS AND


T

R

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H

PROJECT

NORTH

EXCAVATION PLAN

1:750

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DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


WEIGH BACK PIT

GROUND EL. 4.80

T.O.C. EL. 3.15



G-05-233 G-05-234

G-05-235 G-05-236

G-05-237 G-05-245

G-05-252 G-05-261

G-05-272 G-05-415

G-05-610 G-05-611

G-05-612

NOTE:

1. For receiving pit see drawings G-05-233/237

2. For reclaim conveyor trench see drawing G-05-245

3. For weigh back pit see drawing G-05-252

4. For container loading pit see drawing G-05-261

5. For truck loading pit see drawing G-05-272

6. For marine structures see drawings G-05-610/612

7. Excavations to be 1m wider on each side than

shown on plan

MAINTENANCE SHOP BUILDING

GROUND EL. 5.00



ADMINISTRATION BUILDING

GROUND EL. 5.00



4

6

6

8

8

1

1

5

6

0

6

6

6

0

8560

10960

15160

52446

4600

7463

3424

9525

18020

18742

44580

3000

3000

8171

3559

37137

1000

2

4

6

0

0

0

2

0

0

0

6

5

0

0

1

5

0

0

6

5

0

0

9

3

0

0

7

5

5

0

6

5

0

0

5

5

0

0

5

0

0

0

1

5

0

0

7

2

0

0

9

5

0

0

1

5

0

0

SHIPPING CONVEYOR GALLERY

BENT FOUNDATIONS

GROUND EL. 3.80



SHIPPING LEG SUPPORT TOWER

GROUND EL. 3.30



SHIPPING CONVEYOR

BENT FOUNDATION

GROUND EL. 3.30



SHC2 TOWER

GROUND EL. 3.30



SHIPLOADER TOWER

T.O.C. EL. 3.30



SHIPPING CONVEYOR

BENT FOUNDATIONS

T.O.C. EL. 3.30



SHIPPING CONVEYOR

BENT FOUNDATIONS

T.O.C. EL.3.30



SHIPLOADER RAIL TRACK

T.O.C. EL. 3.30



TRANSFER CONVEYOR GALLERY

BENT FOUNDATIONS

GROUND EL. 4.80

(SUPPLEMENTARY EXCAV. FOR

FOUNDATIONS TO EL. 3.00)


BENT FOUNDATIONS

GROUND EL. 5.30




BENT FOUNDATIONS

GROUND EL. 5.00




BENT FOUNDATIONS

GROUND EL. 4.60



OIL WATER SEPARATOR

GROUND EL. 4.74

T.O.C. EL. 2.20



4877

3048

OIL INTERCEPTOR

GROUND EL. 4.75

T.O.C. EL. 2.42



1810

3310

CONTAINER LOADING BUILDING

GROUND EL. 4.80



TRUCK LOADING BUILDING

GROUND EL. 4.40



AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT


2 2017-FEB-28 REVISED LAYOUT

3 2017-APR-03 NOTE 1. ADDED

1419-G-05-402.dwg16-Mar-17 / 13:24 3-Apr-17 / 15:11

1419-G-05-402

1419 1:1000 U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

PILING

PLAN

3

DD-MMM-YYYY

ISSUED FOR


PER

G-05-001 G-05-610

G-05-612

T

R

U

E

N

O

R

T

H

PROJECT

NORTH

PILING PLAN

1:1000

OFFICE BUILDING

FOUNDATION

MAINTENANCE SHOP

FOUNDATION

EXISTING

ELECTRICAL ROOM

RECEIVING PIT

CONTAINER LOADING

RAILCAR AND TRUCK

LOADING

BUCKET ELEVATOR/PIT

CONVEYOR TRENCH

DETAIL 1

-

DETAIL 1

1:500

DETAIL 2

1:300

DETAIL 2

-

3

7

0

0

6

2

0

0

2

8

0

0

7

3

0

0

4600

3800

3

3

0

0

NOTES:

- GROUND ELEVATION BETWEEN 3.800m TO 4.800 m

- T.O.P. TOP OF PILE ELEVATION (GEODETIC)

- PILES DIAM. 600 TO 900 mm

LEGEND:

NEW PILE

7

3

0

0

6

0

0

0

3

7

0

0

5100

SHIPLOADER BEAM/RAIL

SHIPLOADER GALLERIES/BENTS

FOUNDATIONS

SHIPPING GALLERIES/BENT

FOUNDATION

MAIN TRANSFER TOWER

STORAGE

SILOS

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DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


8

0

0

0

2

8

0

0

0

(

T

Y

P

.

)

SHC4 TOWER

+1.90

T.O.P. (TYP. X 4)

SHC2 TOWER

+1.90

T.O.P. (TYP. X 6)

+2.40

T.O.P. (TYP. X 6)

-2.00

T.O.P. (TYP. X 9)

+4.00

T.O.P. (TYP. X 35)

-11.00

T.O.P. (TYP. X 12)

±

1

8

2

0

0

1

1

4

0

0

0

7

8

0

0

1

1

2

0

0

0

4

7

0

6

+3.60

T.O.P. (TYP. X 6)

6

0

0

0

NOTE:

1. FOR PILING IN WHARF AREA REFER TO REPORT BY

ADVISIAN

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

11


2 2017-FEB-28 REVISED LAYOUT

3 2017-MAR-14 REVISED BOUNDARY LINE

4 2017-APR-03NOTE 1. ADDED

5 2017-MAY-01REVISED BOUNDARY LINE

1419-G-05-403

1419 1:1000 U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

FOUNDATIONS

PLAN

5

DD-MMM-YYYY

ISSUED FOR


PER

BENT FOUNDATION

(TYP)

T

R

U

E

N

O

R

T

H

PROJECT

NORTH

FOUNDATIONS PLAN

1:1000

BENT FOUNDATION

(TYP)

BENT FOUNDATION

(TYP)

TOWER

FOUNDATION

SHIPPING LEG SUPPORT

TOWER FOUNDATION

23460

142420

16730

33480

70225

48' AND 21' SILO

FOUNDATIONS

ADMIN. BUILDING

FOUNDATION

MAINTENANCE SHOP

FOUNDATION

SHIPLOADER TOWER

FOUNDATION

BENTS FOUNDATION

(TYP)

RAIL TRAVELLING

SHIPLOADER FOUNDATION

41523

108710

44580

18742

RECEIVING PIT

CONTAINER LOADING

RAILCAR AND TRUCK

LOADING

BUCKET

ELEVATOR PIT

RECLAIM TRENCH

P

P

P

C

C

F

F

F

F

S

R

- SLAB ON GRADES

- SUNKEN CONCRETE PIT

- SHEET PILES (OUTSIDE)

- ANTI-UPLIFT ANCHORES ON BOTTOM

C

- PILES AND CAPSP

- 1000 mm CONCRETE RAFTR

P

18020

9525

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DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD


BENTS FOUNDATION

(TYP)

P

P

P

BENTS FOUNDATION

(TYP)

P

P

P

R

BENT FOUNDATIONP

EXISTING ELECTRICAL

ROOM

P

G-05-001

R

R

R

C

R

- FOOTING

F

BENT FOUNDATION

(TYP)

P

90860

8000

14120

EXISTING ADMINISTRATION

BUILDING

NOTE:

1. FOR PILING IN WHARF AREA REFER TO REPORT BY

ADVISIAN

FULL CONTAINER AREA

(CONCRETE SLAB)

EMPTY CONTAINER AREA

(EXISTING ASPHALT)

AutoCAD SHX Text

BERTH #4

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

2

.

1

%

0

.

6

%

0

.

8

%

2

.

8

%

1

.1

%

1

.

5

%

1

.3

%

0

.

7

%

4

.

0

0

4

.

2

0

4

.

2

0

3

.

8

0

3

.

6

0

5

.

0

%

4

.

7

%

0

.

5

%

0

.

5

%

0

.

5

%

0

.

5

%

2

.

2

%

2

.

1

%

2

.

1

%

2

.

3

%

0

.

5

%

2

.

0

%

2

.0

%

2

.

0

%

2

.0

%

1.0%

1.1%

1

.

2

%

1.0%

50.0%

1.1%

1

.

3

%

0.8%

6.0%

50.0%

50.0%

2

.

0

%

2

.0

%

2

.

1

%

2

.1

%

2

.

1

%

2

.1

%

50.0%

1

.

4

%

6

.0

%

1

.

7

%

50.0%

0.2%

0

.

3

%

0

.

8

%

1

.

0

%

1

.

4

%

4.40

4

.6

0

4

.6

0

4

.

6

0

4

.

4

0

4.40

5.00

4

.

6

0

4

.

6

0

1.8%

0

.

3

%

4

.

8

0

4

.4

0

4.60

3.1%

1

0

.

7

%

50.0%

50.0%

1

.

7

%

4.8%

0

.

4

%

2

.

3

%

0

.

5

%

4

.

8

0

4

.

8

0

0

.

6

%

0

.

4

%

0

.

4

%

0

.

1

%

2

.9

%

2

.9

%

0.1

%

0.1%

3.8%

0

.2

%

2

.

4

%

0

.

1

%

0

.

1

%

3

.

2

%

3

.

7

%

3

.

8

%

5

.

7

%

0

.

4

%

2

.

1

%

1

.

2

%

0

.

1

%

0

.

8

%

1

.

0

%

1

.

0

%

0

.

2

%

1.6

%

4.8%

0

.

0

%

1

.

3

%

1

.

8

%

1

.

1

%

0

.

5

%

0.6%

0

.

3

%

1.6%

2

.

0

%5

.

5

%

0

.

4

%

2

.

0

%

3

.

8

%

0

.

2

%

2

.

3

%

1

.

8

%

1

.

7

%

3

.

8

%

0

.

3

%

0

.

5

%

0

.

5

%

0.3%

2

.

4

%

4.9%

2.0%

2.0%

0

.

7

%

0

.

2

%

1.0%

1

.

0

%

1

.

1

%

2

.

0

%

2

.

2

%

2.0%

0

.

8

%

2

.

0

%

2.0%

2

.

0

%

1

.

2

%

2.0%

1

.2

%

0.9%

0.5%

1

.

0

%

1

.

0

%

3

.

8

%

2.0%

0

.

3

%

0

.

8

%

2

.

0

%

0

.

3

%

0

.

9

%

3

.0

%

0

.

6

%

0

.

7

%

0

.

4

%

2

.1

%

0

.

7

%

2

.

1

%

0

.

8

%

0

.

8

%

0

.

6

%

2.0%

2.0%

2.0%

2.0%

15.0%

0

.

5

%

0

.

7

%

1.0%

1.0%

1.2%

0.2

%

0

.

8

%

0

.

3

%

2.0%

2

.

0

%

0.5%

4

.

1

%

0

.

3

%

2

.

9

%

9

.2

%

2

.9

%

2

.

5

%

20.0%

2

.

0

%

2

.

7

%

0.5%

3

.0

%

9

.

4

%

3.4%

5

.

3

%

2

.

0

%

2.4%

0

.

7

%

2

.

8

%

2

.

1

%

2.0

%

2

.

0

%

1

3

.

4

%

2

.

0

%

1

2

.

4

%

1

1

.

5

%

4

.

7

%

5

.

3

%

19.9%

2

.

1

%

2

.

1

%

20.0%

3

3

.

7

%

10.3%

0

.7

%

4

.

8

0

4

.

6

0

4

.

8

0

4

.

4

0

5.00

4.80

4.60

4

.

4

0

4

.

2

0

4

.

2

0

4

.

4

0

4.6

0

4

.

8

0

4.6

0

5

.

0

0

5

.

0

0

5

.

6

0

5

.

6

0

5

.

4

0

5

.

0

0

5

.

4

0

4

.8

0

0

.2

%

0.2% 0.2%

0.2%

0.2%

0.5%

0.5%

1.1%

0.8%

0.8%

0.8%

0.2%

0

.

2

%

0

.

1

%

0

.1

%

2

.

1

%

2

.

1

%

2.0%

2

.0

%

2

.

0

%

2

.0

%

2.0%

2.0%

2.0%

2.0%

H.P.= 5.30

H.P.= 4.70H.P.= 4.60

0

.

5

%

0

.

5

%

0

.

5

%

2

.

3

%

0.5%

1

.

4

%

2

.

1

%

2

.

1

%

2

.

1

%

50.0%

2

.

1

%

3

.

2

%

3

.

3

%

2

.

1

%

2

.

2

%

3

.

5

%

3

.

6

%

3

.

1

%

3

.

1

%

4

.1

%

2

.

8

%

4

.

1

%

3

.

3

%

2

.

0

%

2

.

0

%

2

.

7

%

5

.

8

%

6

.

4

%

3

.

4

%

2

.

0

%

0

.

5

%

5

.

4

%

2

.

4

%

3

.

0

%

5

.

3

%

2

.

0

%

2

.

1

%

2

.0

%

0.5%

2.6%

2

.

0

%

0.5%

4

.

4

0

4

.

2

0

4

.

6

0

3

.

0

0

3.80

3

.

4

0

4

.

4

0

4

.

4

0

2

.

8

0

2

.

0

0

3

.

2

0

1

.3

%

3

.3

%

4

.0

%

4

.5

%

2

8

.2

%

2

5

.

8

%

2

5

.

8

%

2

5

.

8

%

6

.

0

%

6

.

0

%

2

5

.

6

%

5

.

4

%

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



2 2016-NOV-15 REVISED LAYOUT

3 2017-MAR-14 REVISED FENCE LINE

4 2017-MAY-01 REVISED FENCE LINE AND RIM EL.

5 2017-JUN-20 RELOCATED CB44, CB42, CBMH14

1419-G-05-404.dwg2017-Jun-21 / 15:44 2017-Jun-21 / 15:44

1419-G-05-404

1419 1:750 U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

SITE FINAL GRADING

GENERAL PLAN

5

YYYY-MMM-DD

ISSUED FOR


PER

G-05-001

T

R

U

E

N

O

R

T

H

PROJECT

NORTH

LEGEND:

SITE FINAL GRADING PLAN

1:750

CB46

RIM= 4.90

CB47

RIM= 4.93

CB48

RIM= 4.84

CB50

RIM= 4.72

CB51

RIM= 4.16

CB49

RIM= 3.97

MH3

RIM= 4.52

OWS

RIM= 4.74

CB10

(EXTG)

RIM= 4.40

CB16

RIM= 5.43

CB15 RIM= 5.10

CB14

RIM= 4.78

CB13

RIM= 4.78

CB12

RIM= 4.50

CB24

RIM= 5.56

CB25 RIM= 5.45

CB18

RIM= 5.54

CB

MH11

RIM= 5.45

CB

MH9

RIM= 5.30

CB22

RIM= 5.55

CB23

RIM= 5.68

CB35

(EXTG)

RIM= 4.34

CB34

(EXTG)

RIM= 4.38

CB33

(EXTG)

RIM= 4.34

CB32

(EXTG)

RIM= 4.28

CB31

(EXTG)

RIM= 4.34

CB30

(EXTG)

RIM= 4.60

CB29

(EXTG)

RIM= 4.40

CB28

RIM= 4.58

CB43

RIM= 4.90

CB40

RIM= 4.66

CB4

RIM= 4.66

CB45

RIM= 4.88

CB44

RIM= 4.82

CB42

RIM= 4.72

CB1

RIM= 4.40

CB6

RIM= 4.64

CB5

RIM= 4.68

CB

MH15

RIM= 4.62

CB41

RIM= 4.17

CB38

RIM= 4.65

CB39

RIM= 4.16

CB27

RIM= 4.72

CB2

RIM= 4.81

CB21

RIM= 4.46

CB11

(EXTG)

RIM= 4.18

CB9

RIM= 4.41

CB8

RIM= 4.43

CB7

RIM= 4.56

MH1

RIM= 4.70

MH2B

RIM= 4.74

MH4

RIM= 4.40

MH5

RIM= 4.60

CB

MH10

RIM= 5.00

MH9

RIM= 5.50

MH7

RIM= 4.70

MH8

RIM= 4.71

MH11

RIM= 4.88

MH10

RIM= 5.00

CB19

RIM= 4.87

STM MH

(EXTG)

RIM= 4.35

CB

MH14

RIM= 4.40

CB

MH1 RIM= 4.15

CB

MH2

RIM= 3.58

CB

MH3 RIM= 4.08

CB

MH4 RIM= 4.56

CB

MH5 RIM=4.55

CB

MH6 RIM= 4.75

CB

MH13

RIM= 5.00

CB

MH12 RIM= 4.95

CB

MH8 RIM= 4.70

CB

MH7

RIM= 4.76

CB17

RIM=5.53

MH2A

RIM= 4.76

CB3

RIM= 4.84

CB36

RIM= 4.85

CB37

RIM= 4.85

MH6

RIM=5.49

CB20

RIM= 4.70

CB26

RIM= 4.62

FFE=5.80m

FFE=5.80m

FFE=5.80m

FFE=5.20m

FFE=5.20m

FFE=5.20m

FFE=4.50m

FFE=4.80m

FFE=2.80m

NOTES:

1. DRAINAGE AREA (SPECIFICALLY OF EXISTING

ASPHALT PAVEMENT) TO BE REVIEWED AT

DETAILED DESIGN STAGE.

2. RESURFACED GRADE TO BE AT MIN 1.0%.

3. ADDRESS DRAINAGE FLOW TOWARDS PROPOSED

CATCH BASINS.

4. INSTALLATION OF ADDITIONAL CATCH BASINS MIGHT

BE REQUIRED.

5. CONTRACTOR TO PROVIDE AND ADDRESS POSITIVE

DRAINAGE OR ANY PONDING PRIOR TO PAVEMENT

INSTALLATION.

6. FOR FLOOD PLAIN INFORMATION REFER TO NHC

REPORT "FLOOD INUNDATION ASSESSMENT-FIGURE 3"

RAIL LOOP

CB52

RIM= 4.75

OIC

RIM= 4.75

PROPOSED MANHOLE

PROPOSED CATCH BASIN

PROPOSED CATCH BASIN MANHOLE

EXISTING STORM MANHOLE

EXISTING CATCH BASIN

OIL INTERCEPTOR

EXISTING PUMP PIT

PP

(EXTG)

RIM= 3.20

CB54

(EXTG)

RIM= 2.75

CB53

(EXTG)

RIM= 2.68

MH2

RIM= 4.71

OIL WATER SEPARATOR

FENCE LINE

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

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X

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X

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X

X

X

X

X

X

X

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X

X

X

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X

X

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X

X

X

X

X

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X

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X

X

X

X

X

X

X

X

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X

X

X

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X

X

X

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X

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X

X

X

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X

X

X

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X

X

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X

X

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X

X

X

X

X

X

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X

X

X

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X

X

X

X

X

X

X

X

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X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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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

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

X

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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

X

X

X

X

X

X

X

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X

X

X

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X

X

X

X

X

X

X

X

X

X

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X

X

X

X

X

X

X

X

X

X

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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

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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X

X

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X

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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 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 X X

X X X X X X X X

X X X X X X X

X X X

X X

X

XX

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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 X X X X X X X X X X X X X X X X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

X

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X

X

X

X

X

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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

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

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

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

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

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

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

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

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

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 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 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

X

X

X

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XX

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XX

X

CB

RIM=4.36

CB

RIM=4.39

CB

RIM=4.40

CB/SUMP

RIM=4.33

CB

RIM=4.65

CB

RIM=4.61

CB

RIM=4.14

CB

RIM=4.15

CB

RIM=4.12

CB

RIM=4.67

CB

RIM=4.14

CB

RIM=4.25

CB

RIM=4.30

CB

RIM=4.60

CB

RIM=4.17

CB

RIM=4.34

CB

RIM=4.51

CB

RIM=4.28

MH

RIM=4.26

RIM=4.33

STM MH

CB

RIM=4.62

MH

RIM=4.77

STM MH

RIM=4.71

RIM=4.55

STM MH

1 2 3

4

5

6

7

8

9

CB

RIM=2.68

CB

RIM=2.75

MH

RIM=4.64

MH2B

MH2A

MH1

OWS

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





4 2017-APR-17REVISED LAYOUT


1419-G-05-405.dwg2017-Jun-21 / 11:48 2017-Jun-21 / 15:49

1419-G-05-405

1419 1:1000 U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

STORM WATER MANAGEMENT

ESC PLAN - CONSTRUCTION

5

DD-MMM-YYYY

ISSUED FOR


PER

G-05-001

STOCKPILE

APROX. VOLUME: 9100 M3

SLO

PE 2.5:1

SLOPE 2.5:1

EXISTING DITCH

CITY STORM WATER SYSTEM

EXISTING DITCH

NOTES:

SEDIMENTATION CONTROL MEASURES

1. SILT FENCE

2. CATCH BASIN FILTER SOCK

3. TRUCK WHEEL WASH

4. GRAVEL ENTRANCE

5. POLYETHYLENE SHEETING FOR STOCK PILE

- POND TO BE ABANDONED, CLEANED UP PRIOR TO

BE FILLED. POND TO BE DECOMMISSIONED UPON

COMPLETION OF PERIMETER STORMWATER SYSTEM.

- PRIOR TO CONSTRUCTION CONTRACTOR TO

INSTALL ESC CATCH BASIN FILTERS.

- INSTALL IMMEDIATELY CB FILTERS ON NEWLY

INSTALLED CB'S.

- CLEAN UP AND MAINTAIN ESC WORKS ON REGULAR

BASIS AND AS REQUIRED MIN. ONCE A WEEK.

- NON PAVED AREAS TO BE COMPLETED WITH EROSION

PROTECTION BLANKETS OR STRAW MULCH, FILTER

CLOTH AS PER ENGINEER'S APPROVAL.

- CONTRACTOR TO CHECK SIZES AND CONDITIONS OF

EXISTING PIPES PRIOR TO BE CONNECTED. PIPES TO

BE REPLACED TO SUIT FINAL DESIGN IF REQUIRED.

- SEE DRAWING G-05-404 FOR FINAL DESIGN AND

PROPOSED CATCH BASIN RIM ELEVATION.

LIST OF EXISTING STORMWATER INFRASTRUCTURE:

1. EXISTING SYSTEM OF DITCH, 610Ø AND 750Ø

CULVERT, STORMWATER POND

2. EXISTING STORM SEWER SYSTEM COMPOSED OF

MANHOLES (6), CATCH BASINS (21) AND PIPES

(1708 m)

3. THE STORM SEWER SYSTEM IS CONNECTED TO

GUNDERSON SLOUGH.

T

R

U

E

N

O

R

T

H

PROJECT

NORTH

EXISTING CULVERT

(Ø750) TO BE REMOVED

DITCH AREA TO BE FILLED

(708 m²)

EXISTING CULVERT

(Ø610 - TBC)

EXISTING CONCRETE

CULVERT (Ø610)

EXISTING ELECTRICAL ROOM

AREA OF CONSTRUCTION

EROSION AND SEDIMENTATION CONTROL PLAN (ESC PLAN)-DURING CONSTRUCTION

1:1000

EXISTING 1200mmØ STEEL

GVRD WATERMAIN

TRUCK ENTRANCE (200mm THICK

QUARRY ROCK C/W GEOTEXTILE

FOR SUBGRADE SOIL SEPARATION)

ACCESS ROAD

(APPROVED WITH

PERMIT 2012-072-01)

EXISTING DEMOLISHED

BUILDINGS

ROBSON ROAD

EXIST. STORMWATER POND

TO BE DECOMMISSIONED

LEGEND:

NEW ACCESS ROAD

EROSION SILT FENCE

EXISTING EROSION SEDIMENTATION

EXISTING STORMWATER LINE

EXISTING MANHOLE

EXISTING DOMESTIC WATER SUPPLY

PROPERTY LINE

UTILITIES TO BE ABANDONED/ REMOVED/ FILLED

UPON COMPLETION OF PROPOSED PERIMETER

EXISTING ADMIN.

BUILDING

EXCAVATIONS IN THIS AREA

ALL ABOVE WATER TABLE

E

L

E

V

A

T

O

R

R

O

A

D

MECHANICAL TRUCK WHEEL WASH

WITH PORTABLE SELF CONTAINED

RECYCLING SYSTEM (LOCATION

TO BE DETERMINED PRIOR

TO CONSTRUCTION)

S

T

O

R

M

W

A

T

E

R

D

R

A

I

N

I

N

G

T

O

W

A

R

D

S

E

X

I

S

T

.

R

O

C

K

P

I

T

A

R

E

A

EXISTING CONCRETE

DRAIN PIPES TO BE

ABANDONED

PROPOSED PERIMETER STORMWATER SYSTEM

TO BE INSTALLED PRIOR TO CONSTRUCTION

STORMWATER SYSTEM

TRUCK ENTRANCE

PROPOSED MANHOLE

OIL WATER SEPARATOR

OIL WATER SEPARATOR

UTILITIES TO BE MAINTAINED (SEE NOTES)

NEW CULVERT TO

BE INSTALLED (Ø750)

CATCH BASIN FILTERED



EXISTING GVRD WATER MAIN

AutoCAD SHX Text

W

AutoCAD SHX Text

G

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

G

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

G

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

G

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

M

M

M

M

M

M

A24

A17

A23

A16

A19

A18

A22

A14

A15A12

A20A21

A01

A02

A03

A04

A05

A09

A07

A06

A10

A13

A11

A08

A00

H.P.= 5.30

H.P.= 4.70 H.P.= 4.60

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




3 2016-DEC-07 PIPE CASINGS ADDED

4 2017-JAN-23 REVISED LAYOUT

5 2017-MAR-14 EXIST. AREA ADDED

6 2017-APR-24 LAYOUT AND CALC.SHEET CHANGED


1419-G-05-406.dwg2017-Jun-21 / 11:48 2017-Jun-21 / 15:52

1419-G-05-406

1419 1:750 U.N.O.

SITE LAYOUT-GENERAL ARRANG.


SITE DRAINAGE SYSTEM

SHEET 1 OF 3

7

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

TRUE

NORTH

PROJECT

NORTH

PROPOSED MANHOLE

LEGEND:


PROPOSED STORM WATER LINE

CB46

CB47

CB48

CB50

CB51

CB49

MH3OWS

CB10

CB16 CB15

CB14

CB13

CB12

CB24 CB25

CB18

CB

MH11

CB

MH9

CB22 CB23

CB35

CB34

CB33

CB32

CB31CB30

CB29

CB28

CB43

CB40

CB4

CB45

CB44

CB42

CB1

CB6CB5

CB

MH15

CB41

CB38

CB39

CB27

CB2

CB21

CB11

CONCRETE DITCH

300W X 250H (Min.) X L

TYP.

CONCRETE DITCH

300W X 250H (Min.) X LTYP.

CONCRETE DITCH

300W X 250H (Min.) X L

TYP. (EXTG)

(EXTG)

(EXTG)(EXTG)

(EXTG)

(EXTG)

(EXTG)

CB9

CB8

CB7

EXISTING STORM WATER PIPING

AND CATCH BASINS TO BE

CLEANED AND KEPT TORE-USE IN NEW SYSTEM

G-05-001

MH1

MH2

MH4

MH5

CB

MH10

MH9

MH7

MH8

MH11

MH10

CB19

(EXTG)

CB

MH14

CB

MH1

CB

MH2

CB

MH3

CB

MH4

CB

MH5

CB

MH6

CB

MH13

CB

MH12

CB

MH8

CB

MH7

CB17

DISCONNECT CAP OFF,

ABANDON AND REMOVE

STORM SEWER


OIL WATER SEPARATOR


PIPE CASING AT RAIL TRACK CROS. (TYP.)

RAIL TRACK CROS. (TYP.)

GVRD W/M CROS. (TYP.)

GVRD WATER MAIN LINE

MH2A

CB3

CB36

CB37

PROPOSED PIPE

CASING (TYP.)

MH6

CB'S IN C/L OF ROAD

(EXTG)

CB20

CB26

OIL WATER SEPARATOR

VORTECHS 11000

PROPERTY LINE

NOTES:

1. THE CONTRACTOR SHALL SUPPLY ALL MATERIALS AND

FITTINGS REQUIRED FOR THE TIE-IN OF THE NEW WATER

MAINS BY THE CITY OF SURREY.

2. TIE-INS TO EXISTING WATER MAINS AND FINAL TESTING

AND CHLORINATION OF NEW MAINS ARE TO BE PERFORMED

BY CONTRACTOR AT THE CONTRACTOR'S COST.

3. WHERE 100mm DIAMETER PIPE IS USED, IT WILL BE DUCTILE

IRON (D.I.) AND SHALL CONFORM TO MMCD STANDARDS

4. NO MCAVITY FITTINGS OR VALVES ETC. ARE TO BE USED

5. NO CAST IRON VALVES OR FITTINGS

6. ALL PIPES TO HAVE MINIMUM 1.0m COVER

7. DISCHARGE ROUTES ARE OVERLAND FLOWS COLLECTED VIA

CATCH BASIN AND STORM SEWER PIPES TO THE EXISTING

CULVERT AND DITCH

8. GENERAL AVERAGE SLOPE IS:

- 0.2%-0.5% ON LANDSCAPE/GRASS AREA

- 1.0%-2.0% ON PAVED/GRAVEL AREAS

9. TRENCHING WORKS TO BE EXECUTED ACCORDING TO MMCD

STANDARDS

EXIST.1200mmØSTEEL GVRD WATERMAIN

SUB-CATCHMENT AREA BOUNDARY LINE

STORMWATER FLOW DIRECTION

EXISTING DITCH

EXISTING STORM

CULVERT (Ø900)


(EXTG)

FUELING AREA

(see Detail A on sheet 3)

OIL INTERCEPTOR

OIC

CB52

COMPACTED GRAVEL AREA

3152 OIL INTERCEPTOR

EXISTING DITCH

EXISTING STORM WATER LINE

EXISTING DITCH

STORM

WATER D

RAIN

ING

TOW

ARDS E

XIS

T.R

OCK P

IT A

REA

STM MH

MH2B

PIPE CULVERTDISCHARGED END

POINT (Ø750)

DOMESTIC WATER LINE

CB53(EXTG)

CB54(EXTG)

PP(EXTG)

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-05-406.dwg2017-May-30 / 11:46 2017-Jun-21 / 10:54

1419-G-05-406

1419 - U.N.O.




SHEET 2 OF 3

7

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

G-05-001

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-05-406.dwg2017-May-30 / 11:46 2017-Jun-21 / 10:55

1419-G-05-406

1419 1:50 U.N.O.




SHEET 3 OF 3

7

YYYY-MMM-DD

ISSUED FOR

DO NOT USE FOR

CONSTRUCTION

PER

TRUE

NORTH

PROJECT

NORTH

G-05-001

NOTE:

ALL MATERIAL AND INSTALLATION AS PER MMCD STANDARDS

SLO

PE 1

%SLO

PE 1

%

DETAIL ASHEET 11:50

1810

6000

3310

1000

1000

FUELING AREA

PROPOSED 3152 OIL INTERCEPTOR(API STYLE) BY LANGLEY

CONCRETE GROUP

PROPOSED 250mmØPVC SDR 35 @ 1.0%

CONNECTION TO

PROPOSED

STORMWATER LINE

6000

PROPOSED 600Ø CATCH BASINAS PER MMCD STANDARDS

250-300mm OF CRUSHED

GRAVEL OR QUARRY ROCK

C/W UNDERLAID GEOTEXTILE

FOR MATERIAL SEPARATION

ROAD

SLOPE 1% SLOPE 1%

PROPOSED 75mm THICK ASPHALT.

- COURSE #2 APPLIED IN ONE LIFT AT

MIN.1.0%.

- MIN. 100mm OF 19mm GRANULAR

BASE MATERIAL COMPACTED TO 95%

MPMDD.

- MIN. 300mm OF 75mm MINUS SELECT

GRANULAR SUB-BASE MATERIAL

COMPACTED TO 95% MPMDD

12500

500

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

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

X

X

X

X

X

X

X

X

X

X

X

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1 2017-JAN-24 FIRST ISSUE FOR PER



1419-G-05-407.dwg21-Jun-17 / 16:41 21-Jun-17 / 16:41

1419-G-05-407

1419 1:750 U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

CLEARING AND GRUBBING

PLAN

3

DD-MMM-YYYY

ISSUED FOR


PER

G-05-001

TOP OF SLOPE

AVG. EL. 4.68

ORGANIC TOP SOIL

TO BE REMOVED

TOE OF SLOPE

AVG. EL. 5.25

FUTURE STOCKPILE LOCATION,

ORGANIC TOP SOIL TO BE REMOVED

EDGE OF ASPHALT

TOP OF SLOPE

℄ OF EXISTING DITCH

TOP OF SLOPE

AVG. EL. 5.47

DITCH AREA TO BE FILLED

UP TO THE NEW ROAD CROSSING

INCL. NEW CULVERT (Ø750)

UPON COMPLETION OF PROPOSED

PERIMETER STROMWATER SYSTEM

(SEE G-05-405)

EXISTING POND TO BE FILLED

UPON COMPLETION OF PROPOSED

PERIMETER STORMWATER SYSTEM.

TOP OF SLOPE AVG.EL. 4.41

TOP OF SLOPE

AVG. EL. 7.90

EXISTING

ASPHALT

1

1 - EXISTING BUILDING ON CONCRETE SLAB

OR ASPHALT PAVEMENT

- BUILDING TO BE REMOVED

- CONCRETE SLAB TO BE RETAINED

- ASPHALT PAVEMENTS TO BE REMOVED

(SEE 1419-G-05-400 FOR MORE DETAILS)

1

NOTES:

1. ALL EARTHWORKS REMOVAL AND FILL PER

RECOMMENDATION BY GEOTECHNICAL CONSULTANT

2. CONSERVE TOP SOIL AS PER RECOMMENDATION BY

ENVIRONMENTAL CONSULTANT

3. ALL CLEARING, GRUBBING AND STRIPPING AREAS

TO BE COVERED WITH GRAVEL FOR EROSION

PROTECTION

N 5449632.958

E 6179.741

N 5449501.373

E 6145.214

N 5449473.263

E 6207.296

N 5449543.566

E 6220.567

N 5449539.633

E 6230.199

N 5449524.263

E 6219.864

N 5449491.123

E 6219.285

N 5449729.591

E 6257.756

N 5449695.498

E 6272.506

N 5449666.720

E 6310.254

N 5449690.914

E 6230.961

N 5449607.109

E 6211.631

N 5449675.813

E 6255.814

N 5449594.541

E 6267.100

N 5449618.338

E 6233.897

N 5449755.170

E 6375.052

N 5449790.403

E 6331.301

N 5449847.455

E 6372.660

N 5449816.501

E 6416.270

EXISTING

ASPHALT

EXISTING

ASPHALT

EXISTING

ASPHALT

- CLEARING AND GRUBBING AREA

73.894

PROJECT PROPERTY LINE

124.950

76.672

44.818

38.724

51.826

109.556

N 5449510.401

E 6219.624

18.521

53.461

N 5449736.704

E 6249.390

N 5449806.724

E 6337.079

N 5449802.924

E 6342.733

N 5449495.352

E 6350.397

N 5449479.098

E 6341.185

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


10.183

PROPOSED RAIL LINE

PROJECT PROPERTY LINE

N 5449481.428

E 6212.784

1

3

8

.

3

8

6

2

2- EXISTING ELECTRICAL BUILDING

LEGEND:

3.080

- CLEARING AND GRUBBING AREA WITH

SUBSEQUENT BACKFILLING

T

R

U

E

N

O

R

T

H

PROJECT

NORTH

10.222

ROBSON RD.

- EXISTING ASPHALT

83.978

ACCESS ROAD APPROVED

WITH PERMIT 2012-072-01

4081m²

4007m²

3607m²

1069m²

708m²

128m²

99m²

1350m²

3

.

6

0

0

3 - EXISTING ADMINISTRATION BUILDING

3

EXISTING

ASPHALT

N 5449475.872

E 6194.181

7

4

.

2

3

9

6

.

0

0

0

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

M

M

M

M

M

M

1 2 3

4

5

6

7

8

9

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


1 2017-JAN-30 FIRST ISSUE FOR PER

2 2017-MAR-14 REVISED FENCE LINE

3 2017-APR-17 REVISED LAYOUT

1419-G-05-408.dwg21-Jun-17 / 16:52 21-Jun-17 / 16:52

1419-G-05-408

1419 1:1000 U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

SERVICES DURING

CONSTRUCTION

3

DD-MMM-YYYY

ISSUED FOR


PER

MATERIAL

LAY DOWN AREA 1

MATERIAL

LAY DOWN AREA 2

STOCKPILE

APROX. VOLUME: 9100 M3

SLO

PE 2.5:1

SLOPE 2.5:1

WATER SUPPLY LINE (1" PVC)

CONTRACTORS

CONTAINERS &

TRAILERS (4 SETS)

SITE PERSONNEL PARKING

WASHROOM WITH

HOLDING TANK

TEMP SITE

OFFICE

PRIMARY SECURITY GATE

ROBSON ROAD

ADMIN. BUILDING

(CONSTRUCTION AREA)

MAINTENANCE BUILDING

(CONSTRUCTION AREA)

UNLOADING BLDG

(CONSTRUCTION AREA)

LOADING BLDG

(CONSTRUCTION AREA)

CONTAINER LOAD. BLDG

(CONSTRUCTION AREA)

SILOS STORAGE

(CONSTRUCTION AREA)

TRUCK ROUTE

TRUCK ENTRANCE

(200mm THICK QUARRY ROCK

C/W GEOTEXTILE FOR SUBGRADE

SOIL SEPARATION)

MECHANICAL TRUCK WHEEL WASH

WITH PORTABLE SELF CONTAINED

RECYCLING SYSTEM (LOCATION

TO BE DETERMINED PRIOR

TO CONSTRUCTION)

ACCESS ROAD

LEGEND:

ACCESS ROAD

FENCE LINE

GATE

SECURITY SHACK

FIRE HYDRANT

EXISTING WATER VALVE


M EXISTING WATER METERS FROM C.O.S.

EROSION SILT FENCE

SECURITY SHACK

EXISTING WATER

SUPPLY LINE (200mmØ STEEL)

E

L

E

V

A

T

O

R

R

O

A

D

G-05-001

EXISTING ADMIN.

BUILDING

EXISTING ELECTR. ROOM

SERVICES DURING CONSTRUCTION

1:1000

SECONDARY SECURITY GATE

EXISTING FIRE HYDRANT


UPON COMPLETION OF

CIVIL WORKS

EMERGENCY EVACUATION

GATE

EXISTING FIRE

HYDRANT

EXISTING FIRE

HYDRANT

TRUCK ENTRANCE


AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

1 2 3

4

5

6

7

8

9

1 2016-DEC-08 FIRST ISSUE FOR PER



1419-G-05-409.dwg2017-Jun-21 / 16:43 2017-Jun-21 / 16:43

1419-G-05-409

1419 1:1000 U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

FINISHED GRADING

----

3

YYYY-MMM-DD

ISSUED FOR


PER

G-05-001 G-05-404

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


CONCRETE FOUNDATION

SLAB ON GRADE

PAVING FOR CONTAINER AREA

EXISTING ASHPHALT

EXISTING BUILDING

ROAD - PAVED, OPEN AREA. ROUTE LINES

SHOWN FOR REFERENCE ONLY

EXISTING GRASS & GREEN AREA

FINISHED GRADING

1:1000

LEGEND:

ROAD - EXISTING ASHPHALT

1

2

4

3

5

7

8

9

9

1

ADMINISTRATION BUILDING

2

MAINTENANCE SHOP BUILDING

3

MAIN TRANSFER TOWER & LAB

4

UNLOADING / RECEIVING BUILDING

5

CONTAINER LOADING BUILDING

6

EXISTING ELECTRICAL ROOM

7

RAILCAR & TRUCK LOADING BUILDING

8

STORAGE SILOS FOUNDATION

9

RAIL TRACKS

9

NOTES:

1. DRAINAGE AREA (SPECIFICALLY OF EXISTING

ASPHALT PAVEMENT) TO BE REVIEWED AT

DETAILED DESIGN STAGE.

2. RESURFACED GRADE TO BE AT MIN 1.0%.

3. CONTRACTOR TO PROVIDE AND ADDRESS

POSITIVE DRAINAGE OR ANY PONDING PRIOR

TO PAVEMENT INSTALLATION.

NEW FINAL GRADING

OUTLINE OF DEMOLISHED

BUILDING

OUTLINE OF DEMOLISHED

BUILDING

2.0%(VARIE

S)

TRAFFIC

CONTROL

BARRIER

ASPHALT COVER

OVER PREPARED BASE

SECTION A

-

1:50

601

A

-

6

10

EXISTING ADMINISTRATION BUILDING

10

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

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X

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M

M

M

M

M

M

S

E

A

L

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DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD



2 2016-NOV-08 REVISED PLAN

3 2017-MAR-13 EXST SAN LINE ADDED


1419-G-05-410.dwg2017-Jun-21 / 16:45 2017-Jun-21 / 16:45

1419-G-05-410

1419 1:1000 U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

EXISTING SERVICES PLAN

CONSTRUCTION

4

YYYY-MMM-DD

ISSUED FOR


PER

T

R

U

E

N

O

R

T

H

PROJECT

NORTH

LEGEND:

ELECTRIC LINE

DOMESTIC WATER SUPPLY

SEWER LINE

PROPERTY LINE

EXISTING SERVICES PLAN

1:1000

STORM WATER

TELEPHONE

OVERHEAD POWER

GAS LINE

FIRE HYDRANT

VALVE

MANHOLE

POLE POWER

CATCH BASIN

STORM MANHOLE

EXISTING ELECTRICAL

BUILDING

EXISTING STORM

WATER POND

(SEE NOTES)

EXISTING

CULVERT (Ø750)

EXISTING CONCRETE

CULVERT (Ø900)

EXIST. 900Ø CMP

STORM WATER LINE

EXISTING

ADMINISTRATION

BUILDING

G-05-001

UTILITIES TO BE ABANDONED/REMOVED


EXISTING WATER SUPPLY

FOR EXIST. BLDG

EXIST. 600Ø CP SANITARY

SEWER LINE (GRAVITY)

(METRO VANCOUVER)

EXIST. 200Ø PVC FORCEMAIN

SANITARY SEWER LINE

(METRO VANCOUVER)

EXISTING CITY FIRE

HYDRANT (ID:0087)

EXISTING CITY FIRE

HYDRANT (ID:9576)

EXISTING CITY FIRE

HYDRANT (ID:9157)

EXIST.1200mmØ

STEEL GVRD WATERMAIN

EXIST. 300Ø CMP

STORM WATER LINE

EXISTING 200mmØ

STEEL C.O.S.WATERMAIN

(CITY OF SURREY)

DEMOLISHED

PRODUCTION BUILDING

DEMOLISHED STORAGE

BUILDING

EXISTING DITCH LINE

SANITARY MANHOLE

EXISTING CONCRETE

DRAIN PIPES TO BE

ABANDONED

EXISTING DITCH

EXISTING CONCRETE

CULVERT (Ø610)

EXISTING CULVERT

(Ø610 - TBC) TO BE PARTIALLY

MAINTAINED

EXISTING STORM AND SEWER

LINES TO BE CAPPED OFF/ABANDONED

OR REMOVED. CATCH BASINS TO BE

MAINTAINED

EXISTING STORM SEWER

SYSTEM AND CATCH BASINS

TO BE MAINTAINED

EXISTING SANITARY LINE

AND PUMP STATION TO

BE MAINTAINED

ROBSON ROAD

E

L

E

V

A

T

O

R

R

O

A

D



UPON COMPLETION OF

CIVIL WORKS

EXISTING ABANDONED

300mmØ STEEL

SANITARY (GRAVITY)

SEWER LINE (C.O.S.)

EXISTING 200mmØ PVC

FORCEMAIN SANITARY

SEWER LINE (METRO

VANCOUVER)

EXISTING 100mmØ A.C.

SANITARY PRESSURE PIPE

PUMP PIT

EXISTING OVERHEAD LINE

TO BE BURIED


TO BE REMOVED

EXISTING

DECOMMISSIONED

FIRE HYDRANT

EXISTING

FIRE HYDRANT

EXISTING

FIRE HYDRANT

NOTES:

1. ABANDON AND CLEAN UP PRIOR TO FILL IN THE

EXISTING POND.

2. POND TO BE DECOMMISSIONED UPON COMPLETION

OF PROPOSED PERIMETER STORMWATER SYSTEM

300mmØ VERTICAL

PIPE/TEE TO BE REMOVED

GVRD WATER MAIN

EXISTING CULVERT

AutoCAD SHX Text

W

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

M

M

M

M

M

M

S

E

A

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DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD



2 2016-NOV-08 REVISED PLAN


4 2017-MAR-14REVISED BOUNDARY LINE



1419-G-05-411.dwg2017-Jun-21 / 11:47 2017-Jun-21 / 16:08

1419-G-05-411

1419 1:1000 U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

PROPOSED SERVICES PLAN

6

YYYY-MMM-DD

ISSUED FOR


PER

T

R

U

E

N

O

R

T

H

PROJECT

NORTH

LEGEND:


PROPOSED WATER LINE


PROPOSED SEWER LINE

PROPOSED SERVICES PLAN

1:1000

WASHROOM FACILITY

G-05-001

WASHROOM

FACILITY/OFFICE #2

STORAGE SILOS

CONCRETE SLAB LINE

AREA FOR POTENTIAL FUTURE

DEVELOPMENT

8 BINS @ 3 kt=24kt

WASHROOM

FACILITY/OFFICE #3

WASHROOM

FACILITY/OFFICE #1

RAILCAR/TRUCK

LOADING

OFFICE

BU

ILD

IN

G

CONTAINER

LOADING BLDG

EXISTING

ELECTR. ROOM

MAINT.SHOP

BUILDING

TIE-IN TO THE EXISTING

WATER CONNECTION

DISCONNECT CAP OFF,

ABANDON AND REMOVE

STORM SEWER

NOTES:

1. ALL PIPES TO HAVE 1.0 m COVER

2. VERTICAL CLEARANCE BETWEEN THE PIPES TO BE

300mm. IF THE CLEARANCE IS LESS THAN 300mm

CONTRACTOR TO INFORM ENGINEER ABOUT

FINDINGS. IF THE CLEARANCE IS LESS THAN

300mm CONTRACTOR TO PROVIDE SEPARATION

INSULATION MATERIAL (e.g. MAINTAIN 100mm

CLEARANCE AND PLACE RUBBER BARRIER

BETWEEN PIPES BEFORE BACKFILLING).

3. CONTRACTOR TO CHECK SIZES AND CONDITIONS

OF EXISTING PIPES PRIOR TO BE CONNECTED.

PIPES TO BE REPLACED TO SUIT FINAL DESIGN IF

REQUIRED.


GVRD WATERMAIN

VALVE

VALVE ROOM

FENCE LINE

GVRD W/M CROSSING (TYP.)

EXISTING CITY FIRE

HYDRANT (ID:9576)


WATERMAIN (CITY OF

SURREY)

PROTECTIVE SLAB OVER

METRO VANCOUVER

SANITARY SEWER

EXISTING 300mmØ CMP

STORM WATER LINE

EXISTING 600mmØ CP

SANITARY (GRAVITY)

SEWER LINE (METRO

VANCOUVER)

EXISTING CITY FIRE

HYDRANT (ID:0087)

EXISTING DITCH


FORCEMAIN SANITARY

SEWER LINE (METRO

VANCOUVER)

EXISTING STORMWATER LINE

PROTECTIVE SLAB

PROPOSED STORMWATER LINE

EXISTING SEWER LINE

EXISTING DITCH LINE



EXISTING DITCH

EXISTING SANITARY PUMP

STATION. REMAIN/ RE-CONNECT

EXSTG. SANITARY CONNECTIONS

AS REQUIRED


EXISTING

ADMINISTRATION

BUILDING


FORCEMAIN SANITARY

SEWER LINE (METRO

VANCOUVER)

PROPOSED MANHOLE


OIL INTERCEPTOR

OIL WATER SEPARATOR

# SERVICE AUTHORITY REMARKS

1

Water

supply

City of Surrey Preliminary discussions have taken place and

capacity should not be an issue as FGT will

be consuming less water then previous

tenant

2

Sanitary

sewer

City of Surrey - The FGT site will be serviced via the

existing pumping station shared with FSD.

- Preliminary discussions have taken place

and capacity should not be an issue as FGT

will have a lighter utilisation than the

previous tenant

3

Storm sewerCity of Surrey

Preliminary discussions have taken place and

capacity should not be an issue as the FGT

property is already serviced by the local COS

collectors

4

Electricity BC Hydro Preliminary discussions have taken place and

capacity should not be an issue as FGT will

be consuming less electricity than the

previous tenant

5

Natural gas Not applicable FGT will not be utilising natural gas

LIST OF AUTHORITIES:

EXISTING DITCH

EXISTING ABANDONED

300mmØ STEEL

SANITARY (GRAVITY)

SEWER LINE (C.O.S.)



UPON COMPLETION OF

CIVIL WORKS

EXISTING CITY FIRE

HYDRANT (ID:9157)

BURIED

OVERHEAD LINE

EXISTING SANITARY

PUMP PIT


PIPE CULVERT

DISCHARGED END

POINT (Ø750)

PROPOSED CULVERT

EXISTING STORMWATER

PIPE (Ø610 - TBC)

PROPOSED FIRE HYDRANT


AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

E

E

E

E

CPS

MH

MH

CPS

S

E

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mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD






1419-G-05-412.dwg2017-Jun-21 / 16:47 2017-Jun-21 / 16:47

1419-G-05-412

1419 1:500 U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

UTILITIES

SANITARY SERVICES SYSTEM

4

YYYY-MMM-DD

ISSUED FOR


PER

T

R

U

E

N

O

R

T

H

PROJECT

NORTH

LEGEND:

ELECTRICAL CONTROL PANEL

VALVE

PUMP STATION DUPLEX SIMPLE PUMPING SYSTEM

PROPOSED SANITARY LINE

PROPOSED LOW-PRESSURE SANITARY SYSTEM PLAN

1:500

E

CLEANOUT MANHOLE

MH

WASHROOM

FACILITY/OFFICE#1

WASHROOM

FACILITY/OFFICE #2

WASHROOM

FACILITY/OFFICE #3

COLLECTIVE PUMP STATION-DUPLEX PARALLEL

OFFICE

BU

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IN

G

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A

D

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B

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D

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G-05-001

MAINT.

SHOP

BUILDING

CONTAINER

LOADING BLDG

RAILCAR/TRUCK

LOADING

STORAGE SILOS

CONCRETE SLAB LINE


DEVELOPMENT

8 BINS @ 3 kt=24kt

CHECK-IN VALVE

CURB STOP

AIR VALVE

2-45° HORIZONTAL BENDS

100 Ø PLUG

VALVE

SPS #1 RIM EL.=4.30m ±

INV= 3.10m (IN)

INV= 3.05m (OUT)

PROP. 95m -100 mmØ

PVC SDR21 (series 200

@min 0.4%)

PROP. AIR VALVE

AS PER MMCD STDS. &

CITY OF SURREY

RIM EL.= 4.80m ±

INV= 3.60m ±

PROP. MANHOLE CLEAN OUT

AS PER MMCD STDS. &

CITY OF SURREY STDS.

PROP. 136m -100 mmØ

PVC SDR21 (series 200

@min 0.4%)

45° HORIZONTAL

75mmØ BEND

75 Ø

SHUT-OFF

VALVE


INV= 3.40m (IN)

INV= 3.20m (OUT)

CONNECTORS TO

ELECT./CTRL PANEL (TYP.)

45° HORIZONTAL

100mmØ BEND

PROP. 59m -75mmØ

PVC Sch40 @ min 0.4%

PROP.CPS RIM=TO SUIT PROP.

GROUND= 4.55m±

INV's= 3.50m (IN (S,W,N))

INV= 3.60m (MAINT. SHOP)

INV= 3.50m (OUT)

INV= 3.00 (IN(N-SPS1))

CPS TO BE EQUIPPED

W/ PLUG SHUT

OFF VALVE AND

CHECK VALVE

PROP. 75mmØ

BACKFLOW PREVENTER

VALVES

CPS OFFICE BLDG

RIM=4.70m

INV= 3.40m (IN)

OUT= 3.20 (OUT)

75 Ø SHUT

OFF VALVE

100mmØ

PVC SDR28

SANITARY CONNECTION

(BY GRAVITY)

1000

2-45° HORIZONTAL

BEND

45° HORIZONTAL

75mmØ BEND

PROP. 101m -75mmØ

PVC Sch40 @min 0.4%

PROP. 61m -75mmØ

PVC Sch40 @ min 0.4%

PROP.105m -100mmØ

or PVC SDR21

(series 200 @min 0.4%)

5° HORIZONTAL

75mmØ BEND

100 Ø

BACKFLOW

PREVENTER

PROP.200mmØ PVC SDR35

GRAVITY SEWER LINE TO MEET CAPACITY

OF THE SEWAGE SYSTEM

(TO BE CONFIRMED BY ENGINEER

PRIOR OF CONSTRUCTION)

PROP.SANITARY MANHOLE.

CONTRACTOR INSTALL A

NEW 1050Ø MANHOLE

EX.SANITARY FORCE MAIN

PRIOR TO CONSTRUCTION

CONTRACTOR TO CONFIRM

PIPE SIZE AND LOCATION

AND PROVIDE THE INFO TO

ENGINEER

75 Ø

SHUT-OFF

VALVE

100mmØ

PVC SDR28

SANITARY CONNECTION

(BY GRAVITY)


INV= 3.60m (IN)

INV= 3.00m (OUT)

1000

INSTALLATION OF AIR VALVE

MIGHT BE REQUIRED

UPON REVIEW OF

EX.SANITARY PUMP STATION

NOTES:

1. ALL DUCTILE IRON FITTINGS C/W ANODES AS RECOMMENDED BY GEOTECHNICAL

CONSULTANT; THEY MIGHT BE REPLACED WITH PVC FITTINGS

2. SIZE OF CONCRETE THRUST BLOCKS AND RESTRAINTS TO BE SPECIFIED BY

GEOTECHNICAL CONSULTANT

3. ALL WORKS AS PER MMCD AND CITY OF SURREY STANDARDS

4. ALL BACKFLOW PREVENTERS CHECK VALVES TO BE VAL-MATIC HIGH PERFORMANCE

AIR CUSHION SWING CHECK VALVE

5. ALL VALVES TO BE INSTALLED IN BOXES

6. INDIVIDUAL PUMPS-MYERS WHR5 SERIES AS PER RECOMMENDATION BY

ENGINEERED PUMP SYSTEM

7. SHOULD A CONNECTION HAVE TO BE MADE TO A MANHOLE, THE CONNECTION

INVERT SHALL BE AT THE SAME ELEVATION AS THE CROWN OF THE HIGHEST SEWER

MAIN

8. ALL MANHOLES ARE TO BE A MINIMUM OF 1050mm DIAMETER UNLESS OTHERWISE

NOTED

9. ALL SANITARY SEWER SERVICE CONNECTIONS ARE TO BE A MINIMUM OF 100mm

DIAMETER. ALL STORM SEWER SERVICE CONNECTIONS ARE TO BE A MINIMUM OF

150mm DIAMETER.

10. ALL GRANULAR PIPE BEDDING SHALL BE EITHER TYPE 1 OR TYPE 2 ONLY AS PER

MMCD SPECIFICATIONS


(STORAGE TANK WITH SUBMERSIBLE GRINDER PUMPS)

PUMPING SYSTEM (STORAGE TANK WITH SUBMERSIBLE

GRINDER PUMPS)

EXISTING SEWER

PUMP STATION

EX.1200mmØ

STEEL GVRD

WATERMAIN

100 Ø PLUG VALVE

PROP.100 Ø

SANITARY CONNECTION

GVRD WATERMAIN

CROSSING

GVRD WATERMAIN

CROSSING

ELECTRIC CONDUIT

22.5° HORIZONTAL

75mmØ BEND

PROPERTY LINE

PROP.100mmØ

BACKFLOW

PREVENTER VALVE SLOPE OF PIPESLOPE OF PIPE

H.P.


EXISTING AREA WITH

ADMINISTRATION

BUILDING NOT SHOWN



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ENGINEERING

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LIMITED

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DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD





4 2017-APR-03REVISED WHARF PILING


1419-G-05-413.dwg2017-Jun-21 / 16:48 2017-Jun-21 / 16:48

1419-G-05-413

1419 1:1000 U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

UTILITIES, WATER SUPPLY

AND FIREWATER SYSTEM

5

YYYY-MMM-DD

ISSUED FOR


PER

T

R

U

E

N

O

R

T

H

PROJECT

NORTH

LEGEND:

VALVE

PROPOSED DOMESTIC WATER SUPPLY AND FIRE WATER SYSTEM PLAN

1:1000

OFFICE

BU

ILD

IN

G

CONTAINER

LOADING

R

A

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A

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U

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D

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RAILCAR/TRUCK

LOADING


WATER SERVICE


DETAIL 1

G-05-414


WATER CONNECTION

WASHROOM FACILITY/

OFFICE #1

WASHROOM

FACILITY/OFFICE #2

WASHROOM

FACILITY/OFFICE #3

200 STEEL PIPE

CITY WATER SUPPLY

WATER SUPPLY SYSTEM

250 DI, CLASS 350 (AWWA CISI)

MAINTENANCE

SHOP

G-05-001 G-05-414


VALVE ROOM

EX. 1200mmØ

STEEL GVRD

WATERMAIN

STORAGE SILOS

EXISTING

ELECTR. ROOM

EXISTING SEWER

PUMP STATION

EXISTING CITY FIRE

HYDRANT (ID:9157)

PROPERTY LINE

EXISTING CITY FIRE

HYDRANT (ID:0087)

EXISTING CITY FIRE

HYDRANT (ID:9576)

EXISTING VALVE


EXISTING ADMIN.

BUILDING

EXISTING FIRE HYDRANT TO BE

DECOMMISSIONED UPON

COMPLETION OF CIVIL WORKS

EXISTING

DECOMMISSIONED

FIRE HYDRANT




PROPOSED FIRE HYDRANT


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MANAGEMENT

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DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD





4 2017-APR-24REVISED LEGEND

1419-G-05-414.dwg2017-Jun-21 / 16:49 2017-Jun-21 / 16:50

1419-G-05-414

1419 1:500 U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

WATER SUPPLY AND

AND FIRE HYDRANTS

4

YYYY-MMM-DD

ISSUED FOR


PER

T

R

U

E

N

O

R

T

H

PROJECT

NORTH

PROPOSED DOMESTIC WATER SUPPLY LINE AND FIRE HYDRANTS-

1:500

OFFICE

BUILDING

CONTAINER

LOADING

BLDG

R

A

I

L

C

A

R

U

N

L

O

A

D

I

N

G

B

U

I

L

D

I

N

G

RAILCAR/TRUCK

LOADING


WATER CONNECTION

EX. 1200mmØ

STEEL GVRD

WATERMAIN

WASHROOM

FACILITY/OFFICE #1

WASHROOM

FACILITY/OFFICE #2

WASHROOM

FACILITY/OFFICE #3

EXISTING 200 STEEL PIPE

CITY WATER SUPPLY

WATER SYSTEM 250 DI,

CLASS 350 (AWWA CISI)

WATER SUPPLY SYSTEM


VR2

VR1

FIRE WATER SYSTEM


FH #6

FH #1

FH #5

FH #4

FH #2

VALVE ROOM #3

VALVE ROOM #2

FH #3

VALVE ROOM #1

G-05-001 G-05-413


2-45° HORIZONTAL

BENDS

BOOSTER PUMP

CONCRETE SLAB LINE

250 Ø

100 Ø

100 Ø

100 Ø

250 Ø

100 Ø

2-45° HORIZONTAL

BENDS

MAIN

T.

SH

OP

BU

ILD

IN

G

150 Ø

EXISTING

ELECTR.

ROOM

250 Ø

250 Ø

250 Ø

250 Ø

250 Ø

150 Ø

150 Ø

150 Ø


DEVELOPMENT

8 BINS @ 3 kt=24kt

STORAGE SILOS


EXISTING WATER METERS

250 Ø

250 Ø

100 Ø

100 Ø

150 Ø

100 Ø

250 Ø

250 Ø

2-45° HORIZONTAL

BENDS

45° HORIZONTAL BEND

45° HORIZONTAL BEND

4-100Ø 45° FLxFL

HORIZONTAL BENDS

150 Ø

(FL)

BLDG TO BE

EQUIPPED WITH

SPRINKLER

SYSTEM

NOTES:

1. THE CONTRACTOR SHALL SUPPLY ALL MATERIALS AND

FITTINGS REQUIRED FOR THE TIE-IN OF THE NEW WATER

MAINS BY THE CITY OF SURREY.

2. TIE-INS TO EXISTING WATER MAINS AND FINAL TESTING

AND CHLORINATION OF NEW MAINS ARE TO BE

PERFORMED BY CONTRACTOR AT THE DEVELOPER'S COST.

3. ALL DOMESTIC SERVICE CONNECTIONS WILL BE A

MINIMUM OF 19mm DIAMETER UNLESS OTHERWISE

SPECIFIED.

4. WHERE 100mm DIAMETER PIPE IS USED, IT WILL BE

DUCTILE IRON (D.I.) AND SHALL CONFORM TO MMCD

STANDARDS

5. NO MCAVITY FITTINGS OR VALVES ETC. ARE TO BE USED

6. NO CAST IRON VALVES OR FITTINGS


8. ALL HORIZONTAL AND VERTICAL BENDS MUST BE

COMPLETE W/ THRUST BLOCKS, REBAR COUPLINGS AND

TIE-RODS AS NECESSARY AS PER RECOMMENDATION BY

GEOTECHNICAL CONSULTANT.

250FLx250FLx250FL TEE

EXISTING FIRE HYDRANT TO BE

DECOMMISSIONED UPON

COMPLETION OF CIVIL WORKS

250 Ø

DETAIL 1

G-05-413

EXISTING AREA WITH

ADMINISTRATION

BUILDING NOT SHOWN

LEGEND:

U/G VALVE

PROPOSED WATER SERVICE

EXISTING WATER SUPPLY

PROPERTY LINE

FIRE HYDRANT ASSEMBLY AS PER

VRX

VALVE ROOM

FH #

MMCD STANDARDS (TYP.)


VR3

EXISTING

DECOMMISSIONED

FIRE HYDRANT


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CMC

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ENGINEERING

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LIMITED

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MANAGEMENT

S

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DIMENSIONS IN

mm U.N.O

PROJECT NO.

DRAWING NO.

SCALE

REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD



2 2017-JAN-11 REVISED DOCK PILES

3 2017-MAY-24 FLOOD WATER LEVEL ADDED

1419-G-05-601

1419 1:125 U.N.O.

SHIP LOADER

GENERAL ARRANGEMENT

SHEET 1 OF 5

3

YYYY-MMM-DD

ISSUED FOR


PER

G-05-001 G-05-602

G-05-603 G-05-604

G-05-605

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2,000 TPH @ 550 fpm

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SMALLEST VESSEL

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LARGEST VESSEL

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LLWL EL -1.46m (G.D) EL +0.00m (H.D)

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HHWL EL +2.39m (G.D) EL +3.85m (H.D)

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SEA SIDE RAILSEA SIDE RAIL

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MAIN ELEVATION LOOKING SOUTH

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CMC

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ENGINEERING

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LIMITED

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MANAGEMENT

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1419-G-05-601.dwg

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2017-Jun-21 / 16:54 / 16:5416:54

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2017-Jun-21 / 16:54 / 16:5416:54

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NOTES: 1.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. 2.ELEVATIONS ARE REFERENCED TO GEODETIC DATUM (G.D) U.N.O. ELEVATIONS ARE REFERENCED TO GEODETIC DATUM (G.D) U.N.O. ARE REFERENCED TO GEODETIC DATUM (G.D) U.N.O. ARE REFERENCED TO GEODETIC DATUM (G.D) U.N.O. REFERENCED TO GEODETIC DATUM (G.D) U.N.O. REFERENCED TO GEODETIC DATUM (G.D) U.N.O. TO GEODETIC DATUM (G.D) U.N.O. TO GEODETIC DATUM (G.D) U.N.O. GEODETIC DATUM (G.D) U.N.O. GEODETIC DATUM (G.D) U.N.O. DATUM (G.D) U.N.O. DATUM (G.D) U.N.O. (G.D) U.N.O. (G.D) U.N.O. U.N.O. U.N.O. HYDROGRAPHIC DATUM (H.D) IS 1.46m BELOW GEODETIC DATUM. 3.TIDE ELEVATIONS ON HYDROGRAPHIC DATUM ARE AS FOLLOWS: TIDE ELEVATIONS ON HYDROGRAPHIC DATUM ARE AS FOLLOWS: PREDICTED HIGHER HIGH WATER (HHWL): 3.85m 3.85m PREDICTED MEAN LOWER LOW WATER (LLWL): 0.00m 0.00m 4.SEE STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW SEE STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW DRAWINGS G-05-610 FOR DETAILS OF NEW DRAWINGS G-05-610 FOR DETAILS OF NEW G-05-610 FOR DETAILS OF NEW G-05-610 FOR DETAILS OF NEW FOR DETAILS OF NEW FOR DETAILS OF NEW DETAILS OF NEW DETAILS OF NEW OF NEW OF NEW NEW NEW PILES AND SHIP LOADER SUPPORTS.

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A

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G-05-602

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T.O.DOCK.

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EL. 3.220m

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SHIP LOADER CHARACTERSITICS

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FLOWRATE (WHEAT EQUIVALENT AT ρ=0.77)ρ=0.77)=0.77)

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2000 t/h (MAXIMUM) TURNDOWN INF

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DEGREES OF FREEDOM

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LONG TRAVEL (DURING OPERATION)

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201.600 m

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RETRACT RANGE

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21.000 m (OPERATIONAL) + 9.000 m (PARKING)

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SPOUT TRAVEL

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30.930 m

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DESIGN CODES

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ISO 5049 : 1994

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MOBILE EQUIPMENT FOR CONTINUOUS HANDLING OF BULK MATERIALS - PART 1

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FEM II - 2 131 / 2 132 : 1997 2 131 / 2 132 : 1997

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RULES FOR THE DESIGN OF MOBILE EQUIPMENT FOR CONTINUOUS HANDLING OF BULK MATERIALS

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DESIGN PARAMETERS

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RAIL GAUGE

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18.288 m

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LONG TRAVEL SPEED

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20 m/min (FOR PARKING) 10 m/min (DURING WORKING)

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MAX. WIND SPEED

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72 km/h (WORKING) 150 km/h (STORM)

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SNOW LOAD PRESSURE

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2.16 kPa

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SHC4 GALLERY

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SHUTTLE CONVEYOR (SHC4)

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OUTER BOOM CONVEYOR (SLC1)

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GALLERY SUPPORT (BENT)

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STAIRS TO BE DESIGNED

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MAIN STRUCTURE

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T.O.CHUTE.

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EL. 29.690m

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CASCADE CHUTE (SLS1)

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INNER BOOM CONVEYOR (SLC2)

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INNER BOOM STRUCTURE

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OUTER BOOM STRUCTURE

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TRAVEL GEAR

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SERVICE PLATFORM

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TRAVEL GEAR

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AIR SUPPORTED CONVEYOR FAN

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AIR SUPPORTED CONVEYOR FAN

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DUST COLLECTOR

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DUST COLLECTOR

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T.O.RAIL.

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EL. 3.600m

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CONVEYOR COVER (FIXED)

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CONVEYOR COVER (TELESCOPIC)

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CASCADE CHUTE WORKSPACE

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20 200

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20 200

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20 200

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9 000

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9 000

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9 000

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40 000

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40 000

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40 000

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18 288

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18 288

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18 288

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9 000

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9 000

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9 000

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FLOOD WATER LEVEL

S

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REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD



2 2017-MAY-24 FLOOD WATER LEVEL ADDED

1419-G-05-602

1419 1:125 U.N.O.

SHIP LOADER

GENERAL ARRANGEMENT

SHEET 2 OF 5

2

YYYY-MMM-DD

ISSUED FOR


PER

G-05-601 G-05-603

G-05-604 G-05-605

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CMC

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ENGINEERING

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MANAGEMENT

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1419-G-05-602.dwg

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2017-Jun-21 / 16:56 / 16:5616:56

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2017-Jun-21 / 16:56 / 16:5616:56

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NOTES: 1.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE ARE IN MILLIMETRES UNLESS OTHERWISE ARE IN MILLIMETRES UNLESS OTHERWISE IN MILLIMETRES UNLESS OTHERWISE IN MILLIMETRES UNLESS OTHERWISE MILLIMETRES UNLESS OTHERWISE MILLIMETRES UNLESS OTHERWISE UNLESS OTHERWISE UNLESS OTHERWISE OTHERWISE OTHERWISE NOTED. 2.ELEVATIONS ARE REFERENCED TO GEODETIC DATUM (G.D) ELEVATIONS ARE REFERENCED TO GEODETIC DATUM (G.D) ARE REFERENCED TO GEODETIC DATUM (G.D) ARE REFERENCED TO GEODETIC DATUM (G.D) REFERENCED TO GEODETIC DATUM (G.D) REFERENCED TO GEODETIC DATUM (G.D) TO GEODETIC DATUM (G.D) TO GEODETIC DATUM (G.D) GEODETIC DATUM (G.D) GEODETIC DATUM (G.D) DATUM (G.D) DATUM (G.D) (G.D) (G.D) U.N.O. HYDROGRAPHIC DATUM (H.D) IS 1.46m BELOW GEODETIC HYDROGRAPHIC DATUM (H.D) IS 1.46m BELOW GEODETIC HYDROGRAPHIC DATUM (H.D) IS 1.46m BELOW GEODETIC DATUM (H.D) IS 1.46m BELOW GEODETIC DATUM (H.D) IS 1.46m BELOW GEODETIC (H.D) IS 1.46m BELOW GEODETIC (H.D) IS 1.46m BELOW GEODETIC IS 1.46m BELOW GEODETIC IS 1.46m BELOW GEODETIC 1.46m BELOW GEODETIC 1.46m BELOW GEODETIC BELOW GEODETIC BELOW GEODETIC GEODETIC GEODETIC DATUM. 3.TIDE ELEVATIONS ON HYDROGRAPHIC DATUM ARE AS FOLLOWS: TIDE ELEVATIONS ON HYDROGRAPHIC DATUM ARE AS FOLLOWS: PREDICTED HIGHER HIGH WATER (HHWL): 3.85m 3.85m PREDICTED MEAN LOWER LOW WATER (LLWL): 0.00m 0.00m 4.SEE STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW SEE STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW DRAWINGS G-05-610 FOR DETAILS OF NEW DRAWINGS G-05-610 FOR DETAILS OF NEW G-05-610 FOR DETAILS OF NEW G-05-610 FOR DETAILS OF NEW FOR DETAILS OF NEW FOR DETAILS OF NEW DETAILS OF NEW DETAILS OF NEW OF NEW OF NEW NEW NEW PILES AND SHIP LOADER SUPPORTS. 5.CASCADE SPOUT SHOWN IN FULLY EXTENDED POSITION.CASCADE SPOUT SHOWN IN FULLY EXTENDED POSITION.

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TRAVEL GEAR

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TRAVEL GEAR

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CASCADE CHUTE (SLS1)

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MAIN STRUCTURE

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OUTER BOOM STRUCTURE

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INNER BOOM CONVEYOR (SLC2)

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INNER BOOM STRUCTURE

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T.O.RAIL.

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EL. 3.600m

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T.O.S.

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EL. 24.900m

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T.O.S.

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EL. 29.950m

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T.O.S.

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EL. 32.650m

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T.O.CONV.

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EL. 34.200m

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ELEVATION LOOKING EAST

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OUTER BOOM CONVEYOR (SLC1)

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SHC4 GALLERY

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LLWL EL -1.46m (G.D) EL +0.00m (H.D)

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HHWL EL +2.39m (G.D) EL +3.85m (H.D)

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TOP OF SPOUT NOT SHOWN FOR CLARITY

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VIEW

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A

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G-05-601

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1:125

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FLOOD WATER LEVEL

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T.O.DOCK.

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EL. 3.220m

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REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD



1419-G-05-603

1419 1:100 U.N.O.

SHIP LOADER

GENERAL ARRANGEMENT

SHEET 3 OF 5

1

YYYY-MMM-DD

PRELIMINARY

FOR DISCUSSIONPURPOSES ONLY

G-05-601 G-05-602

G-05-604 G-05-605

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2,000 TPH @ 550 fpm

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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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1419-G-05-603.dwg

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2016-Oct-05 / 17:30 / 17:3017:30

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2016-Oct-06 / 11:30 / 11:3011:30

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BOOM EXTENDED POSITION (OPERATION)

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BOOM RETRACTED POSITION (OPERATION)

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BOOM RETRACTED POSITION (PARKING)

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OF CASCADE CHUTE OF CASCADE CHUTE (BOOM RETRACTED)

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OF CASCADE CHUTE OF CASCADE CHUTE (BOOM EXTENDED)

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9,000

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9,000

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9,000

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9,000

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9,000

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9,000

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20,200

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20,200

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20,200

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NOTES: 1.ALL DIMENSIONS ARE IN MILLIMETRES. ALL DIMENSIONS ARE IN MILLIMETRES. 2.SEE STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW SEE STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW DRAWINGS G-05-610 FOR DETAILS OF NEW DRAWINGS G-05-610 FOR DETAILS OF NEW G-05-610 FOR DETAILS OF NEW G-05-610 FOR DETAILS OF NEW FOR DETAILS OF NEW FOR DETAILS OF NEW DETAILS OF NEW DETAILS OF NEW OF NEW OF NEW NEW NEW PILES AND SHIP LOADER SUPPORTS.

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OF CASCADE CHUTE OF CASCADE CHUTE (BOOM PARKED)

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BOOM TIP IN LINE WITH OUTER FRAME AND 300mm AWAY FROM BERTHING LINE IN PARKING POSITION. PARKING POSITION ACHIEVABLE ONLY BETWEEN SHC4 GALLERY BENTS.

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ISOLATION COVER

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DETACHABLE SPOUT FOR PARKING MODE

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T.O.CHUTE.

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EL. 29.690m

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SHC4 GALLERY

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SHC4 SHUTTLE CONVEYOR

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SHC4 GALLERY BENT

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REV.


REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD



2 2016-SEPT-08 REVISED NOTES

3 2017-FEB-28 REVISED DOCK PILES

4 2017-MAR-30REVISED NOTES

1419-G-05-604

1419 1:75 U.N.O.

SHIP LOADER

GENERAL ARRANGEMENT

SHEET 4 OF 5

4

YYYY-MMM-DD

ISSUED FOR


PER

1419-G-05-001 1419-G-05-601

1419-G-05-602 1419-G-05-603

1419-G-05-605

≈

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MAIN ELEVATION LOOKING SOUTH LARGEST VESSEL

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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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1419-G-05-604.dwg

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2017-Mar-31 / 13:55 / 13:5513:55

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2017-Apr-03 / 15:32 / 15:3215:32

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NOTES: 1.SHIP ELEVATION SHOWN FOR THE LARGEST VESSEL AT FULL SHIP ELEVATION SHOWN FOR THE LARGEST VESSEL AT FULL ELEVATION SHOWN FOR THE LARGEST VESSEL AT FULL ELEVATION SHOWN FOR THE LARGEST VESSEL AT FULL SHOWN FOR THE LARGEST VESSEL AT FULL SHOWN FOR THE LARGEST VESSEL AT FULL FOR THE LARGEST VESSEL AT FULL FOR THE LARGEST VESSEL AT FULL THE LARGEST VESSEL AT FULL THE LARGEST VESSEL AT FULL LARGEST VESSEL AT FULL LARGEST VESSEL AT FULL VESSEL AT FULL VESSEL AT FULL AT FULL AT FULL FULL FULL DRAFT OF 12.04m. THIS RATING WILL NOT BE ACHIEVABLE UNTIL OF 12.04m. THIS RATING WILL NOT BE ACHIEVABLE UNTIL OF 12.04m. THIS RATING WILL NOT BE ACHIEVABLE UNTIL 12.04m. THIS RATING WILL NOT BE ACHIEVABLE UNTIL 12.04m. THIS RATING WILL NOT BE ACHIEVABLE UNTIL THIS RATING WILL NOT BE ACHIEVABLE UNTIL THIS RATING WILL NOT BE ACHIEVABLE UNTIL RATING WILL NOT BE ACHIEVABLE UNTIL RATING WILL NOT BE ACHIEVABLE UNTIL WILL NOT BE ACHIEVABLE UNTIL WILL NOT BE ACHIEVABLE UNTIL NOT BE ACHIEVABLE UNTIL NOT BE ACHIEVABLE UNTIL BE ACHIEVABLE UNTIL BE ACHIEVABLE UNTIL ACHIEVABLE UNTIL ACHIEVABLE UNTIL UNTIL UNTIL THE GEORGE MASSEY TUNNEL IS REMOVED AND THE CHANNEL GEORGE MASSEY TUNNEL IS REMOVED AND THE CHANNEL GEORGE MASSEY TUNNEL IS REMOVED AND THE CHANNEL MASSEY TUNNEL IS REMOVED AND THE CHANNEL MASSEY TUNNEL IS REMOVED AND THE CHANNEL TUNNEL IS REMOVED AND THE CHANNEL TUNNEL IS REMOVED AND THE CHANNEL IS REMOVED AND THE CHANNEL IS REMOVED AND THE CHANNEL REMOVED AND THE CHANNEL REMOVED AND THE CHANNEL AND THE CHANNEL AND THE CHANNEL THE CHANNEL THE CHANNEL CHANNEL CHANNEL DEPTH AT THAT LOCATION IS INCREASED TO AT LEAST 13.244m AT THAT LOCATION IS INCREASED TO AT LEAST 13.244m AT THAT LOCATION IS INCREASED TO AT LEAST 13.244m THAT LOCATION IS INCREASED TO AT LEAST 13.244m THAT LOCATION IS INCREASED TO AT LEAST 13.244m LOCATION IS INCREASED TO AT LEAST 13.244m LOCATION IS INCREASED TO AT LEAST 13.244m IS INCREASED TO AT LEAST 13.244m IS INCREASED TO AT LEAST 13.244m INCREASED TO AT LEAST 13.244m INCREASED TO AT LEAST 13.244m TO AT LEAST 13.244m TO AT LEAST 13.244m AT LEAST 13.244m AT LEAST 13.244m LEAST 13.244m LEAST 13.244m 13.244m 13.244m (12.04m DRAFT + 10% UKC). 2.CURRENT (2016) REGULATIONS FROM FRASER RIVER PILOTS CURRENT (2016) REGULATIONS FROM FRASER RIVER PILOTS (2016) REGULATIONS FROM FRASER RIVER PILOTS (2016) REGULATIONS FROM FRASER RIVER PILOTS REGULATIONS FROM FRASER RIVER PILOTS REGULATIONS FROM FRASER RIVER PILOTS FROM FRASER RIVER PILOTS FROM FRASER RIVER PILOTS FRASER RIVER PILOTS FRASER RIVER PILOTS RIVER PILOTS RIVER PILOTS PILOTS PILOTS STIPULATE THE FOLLOWING MAXIMUM DIMENSIONS FOR VESSELS THE FOLLOWING MAXIMUM DIMENSIONS FOR VESSELS THE FOLLOWING MAXIMUM DIMENSIONS FOR VESSELS FOLLOWING MAXIMUM DIMENSIONS FOR VESSELS FOLLOWING MAXIMUM DIMENSIONS FOR VESSELS MAXIMUM DIMENSIONS FOR VESSELS MAXIMUM DIMENSIONS FOR VESSELS DIMENSIONS FOR VESSELS DIMENSIONS FOR VESSELS FOR VESSELS FOR VESSELS VESSELS VESSELS IN TRANSIT ON THE FRASER RIVER: -LOA: 270m LOA: 270m -BEAM: 32.2m BEAM: 32.2m -DRAFT: 11.5m (FRESH WATER) DRAFT: 11.5m (FRESH WATER) 3.MINIMUM DRAFT CORRESPONDING TO THE BALLASTED CONDITION MINIMUM DRAFT CORRESPONDING TO THE BALLASTED CONDITION DRAFT CORRESPONDING TO THE BALLASTED CONDITION DRAFT CORRESPONDING TO THE BALLASTED CONDITION CORRESPONDING TO THE BALLASTED CONDITION CORRESPONDING TO THE BALLASTED CONDITION TO THE BALLASTED CONDITION TO THE BALLASTED CONDITION THE BALLASTED CONDITION THE BALLASTED CONDITION BALLASTED CONDITION BALLASTED CONDITION CONDITION CONDITION AT MID SHIP. 4.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. 5.ELEVATIONS ARE REFERENCED TO GEODETIC DATUM (G.D) U.N.O. ELEVATIONS ARE REFERENCED TO GEODETIC DATUM (G.D) U.N.O. ARE REFERENCED TO GEODETIC DATUM (G.D) U.N.O. ARE REFERENCED TO GEODETIC DATUM (G.D) U.N.O. REFERENCED TO GEODETIC DATUM (G.D) U.N.O. REFERENCED TO GEODETIC DATUM (G.D) U.N.O. TO GEODETIC DATUM (G.D) U.N.O. TO GEODETIC DATUM (G.D) U.N.O. GEODETIC DATUM (G.D) U.N.O. GEODETIC DATUM (G.D) U.N.O. DATUM (G.D) U.N.O. DATUM (G.D) U.N.O. (G.D) U.N.O. (G.D) U.N.O. U.N.O. U.N.O. HYDROGRAPHIC DATUM (H.D) IS 1.46m BELOW GEODETIC DATUM. 6.TIDE ELEVATIONS ON HYDROGRAPHIC DATUM ARE AS FOLLOWS: TIDE ELEVATIONS ON HYDROGRAPHIC DATUM ARE AS FOLLOWS: PREDICTED HIGHER HIGH WATER (HHWL): 3.85m 3.85m PREDICTED MEAN LOWER LOW WATER (LLWL): 0.00m 0.00m 7.PILING ARRANGEMENT ON WHARF IS CONCEPTUAL ONLY. FOR PILING ARRANGEMENT ON WHARF IS CONCEPTUAL ONLY. FOR ARRANGEMENT ON WHARF IS CONCEPTUAL ONLY. FOR ARRANGEMENT ON WHARF IS CONCEPTUAL ONLY. FOR ON WHARF IS CONCEPTUAL ONLY. FOR ON WHARF IS CONCEPTUAL ONLY. FOR WHARF IS CONCEPTUAL ONLY. FOR WHARF IS CONCEPTUAL ONLY. FOR IS CONCEPTUAL ONLY. FOR IS CONCEPTUAL ONLY. FOR CONCEPTUAL ONLY. FOR CONCEPTUAL ONLY. FOR ONLY. FOR ONLY. FOR FOR FOR DETAILS REFER TO REPORT BY ADVISIAN. 8.THE BOTTOM PORTION OF THE CASCADE CHUTE IS FLEXIBLE THE BOTTOM PORTION OF THE CASCADE CHUTE IS FLEXIBLE BOTTOM PORTION OF THE CASCADE CHUTE IS FLEXIBLE BOTTOM PORTION OF THE CASCADE CHUTE IS FLEXIBLE PORTION OF THE CASCADE CHUTE IS FLEXIBLE PORTION OF THE CASCADE CHUTE IS FLEXIBLE OF THE CASCADE CHUTE IS FLEXIBLE OF THE CASCADE CHUTE IS FLEXIBLE THE CASCADE CHUTE IS FLEXIBLE THE CASCADE CHUTE IS FLEXIBLE CASCADE CHUTE IS FLEXIBLE CASCADE CHUTE IS FLEXIBLE CHUTE IS FLEXIBLE CHUTE IS FLEXIBLE IS FLEXIBLE IS FLEXIBLE FLEXIBLE FLEXIBLE RUBBER SKIRT WHICH CAN SLIDE OVER THE TOP OF HATCH. 9.LEVEL INDICATES THE INNER BOTTOM OF THE HOLD AT THE LEVEL INDICATES THE INNER BOTTOM OF THE HOLD AT THE INDICATES THE INNER BOTTOM OF THE HOLD AT THE INDICATES THE INNER BOTTOM OF THE HOLD AT THE THE INNER BOTTOM OF THE HOLD AT THE THE INNER BOTTOM OF THE HOLD AT THE INNER BOTTOM OF THE HOLD AT THE INNER BOTTOM OF THE HOLD AT THE BOTTOM OF THE HOLD AT THE BOTTOM OF THE HOLD AT THE OF THE HOLD AT THE OF THE HOLD AT THE THE HOLD AT THE THE HOLD AT THE HOLD AT THE HOLD AT THE AT THE AT THE THE THE START OF FILLING OF THE LAST HOLD. 10.VESSEL SHOWN IS PANAMAX TYPE.VESSEL SHOWN IS PANAMAX TYPE.

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VESSEL CHARACTERISTICS

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MAXIMUM

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MINIMUM

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LOA

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230.000m

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N/A

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BEAM (MLD)

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32.310m

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N/A

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DRAFT (SEE NOTE 1 TO 3)

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12.040m

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6.1m

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CASCADE SPOUT REACH FROM BERTHING LINE

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28.3m

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6.6m

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FREE-BOARD AT TOP OF HATCH

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18.280m

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N/A N/A

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*

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*

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*

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*

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*

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*

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*

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SEE NOTE 9

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B.O.HOLD.

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EL. -8.800m (H.D)

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BERTHING LINEBERTHING LINE

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1,225

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1,225

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1,225

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300

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300

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300

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12,040

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12,040

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12,040

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LLWL EL -1.46m (G.D) EL +0.00m (H.D)

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HHWL EL +2.39m (G.D) EL +3.85m (H.D)

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T.O.RAIL.

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EL. 3.600m

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T.O.DOCK.

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EL. 3.220m

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6,100

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6,100

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6,100

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18,280

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18,280

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18,280

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OF VESSELOF VESSEL

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9,000

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9,000

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9,000

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20,200

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20,200

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20,200

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HATCH IN OPEN POSITION

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HATCH IN CLOSED POSITION

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REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD




3 2017-APR-03 REVISED NOTES

1419-G-05-605

1419 1:75 U.N.O.

SHIP LOADER

GENERAL ARRANGEMENT

SHEET 5 OF 5

3

YYYY-MMM-DD

ISSUED FOR


PER

G-05-001 G-05-601

G-05-602 G-05-603

G-05-604

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MAIN ELEVATION LOOKING SOUTH SMALLEST VESSEL

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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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1419-G-05-605.dwg

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2017-Mar-09 / 11:21 / 11:2111:21

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2017-Apr-03 / 15:38 / 15:3815:38

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1.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. 2.ELEVATIONS ARE REFERENCED TO GEODETIC DATUM (G.D) U.N.O. ELEVATIONS ARE REFERENCED TO GEODETIC DATUM (G.D) U.N.O. ARE REFERENCED TO GEODETIC DATUM (G.D) U.N.O. ARE REFERENCED TO GEODETIC DATUM (G.D) U.N.O. REFERENCED TO GEODETIC DATUM (G.D) U.N.O. REFERENCED TO GEODETIC DATUM (G.D) U.N.O. TO GEODETIC DATUM (G.D) U.N.O. TO GEODETIC DATUM (G.D) U.N.O. GEODETIC DATUM (G.D) U.N.O. GEODETIC DATUM (G.D) U.N.O. DATUM (G.D) U.N.O. DATUM (G.D) U.N.O. (G.D) U.N.O. (G.D) U.N.O. U.N.O. U.N.O. HYDROGRAPHIC DATUM (H.D) IS 1.46m BELOW GEODETIC DATUM. 3.TIDE ELEVATIONS ON HYDROGRAPHIC DATUM ARE AS FOLLOWS: TIDE ELEVATIONS ON HYDROGRAPHIC DATUM ARE AS FOLLOWS: PREDICTED HIGHER HIGH WATER (HHWL): 3.85m 3.85m PREDICTED MEAN LOWER LOW WATER (LLWL): 0.00m 0.00m 4.SEE STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW SEE STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW STRUCTURAL DRAWINGS G-05-610 FOR DETAILS OF NEW DRAWINGS G-05-610 FOR DETAILS OF NEW DRAWINGS G-05-610 FOR DETAILS OF NEW G-05-610 FOR DETAILS OF NEW G-05-610 FOR DETAILS OF NEW FOR DETAILS OF NEW FOR DETAILS OF NEW DETAILS OF NEW DETAILS OF NEW OF NEW OF NEW NEW NEW PILES AND SHIP LOADER SUPPORTS. 5.VESSEL SHOWN IS HANDY TYPE. VESSEL SHOWN IS HANDY TYPE. 6.MINIMUM DRAFT CORRESPONDING TO THE BALLASTED CONDITION MINIMUM DRAFT CORRESPONDING TO THE BALLASTED CONDITION DRAFT CORRESPONDING TO THE BALLASTED CONDITION DRAFT CORRESPONDING TO THE BALLASTED CONDITION CORRESPONDING TO THE BALLASTED CONDITION CORRESPONDING TO THE BALLASTED CONDITION TO THE BALLASTED CONDITION TO THE BALLASTED CONDITION THE BALLASTED CONDITION THE BALLASTED CONDITION BALLASTED CONDITION BALLASTED CONDITION CONDITION CONDITION AT MID SHIP. 7.PILING ARRANGEMENT ON WHARF IS CONCEPTUAL ONLY. FOR PILING ARRANGEMENT ON WHARF IS CONCEPTUAL ONLY. FOR ARRANGEMENT ON WHARF IS CONCEPTUAL ONLY. FOR ARRANGEMENT ON WHARF IS CONCEPTUAL ONLY. FOR ON WHARF IS CONCEPTUAL ONLY. FOR ON WHARF IS CONCEPTUAL ONLY. FOR WHARF IS CONCEPTUAL ONLY. FOR WHARF IS CONCEPTUAL ONLY. FOR IS CONCEPTUAL ONLY. FOR IS CONCEPTUAL ONLY. FOR CONCEPTUAL ONLY. FOR CONCEPTUAL ONLY. FOR ONLY. FOR ONLY. FOR FOR FOR DETAILS REFER TO REPORT BY ADVISIAN.

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VESSEL CHARACTERISTICS

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MAXIMUM

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MINIMUM

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LOA

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230.000m

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N/A

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BEAM (MLD)

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26.000m

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N/A

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DRAFT (SEE NOTE 6)

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9.530m

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6.1m

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CASCADE SPOUT REACH FROM BERTHING LINE

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28.3m

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6.6m

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FREE-BOARD AT TOP OF HATCH

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10.080m

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N/A N/A

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BERTHING LINEBERTHING LINE

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1,225

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1,225

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1,225

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300

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300

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300

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LLWL EL -1.46m (G.D) EL +0.00m (H.D)

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HHWL EL +2.39m (G.D) EL +3.85m (H.D)

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T.O.RAIL.

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EL. 3.600m

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T.O.DOCK.

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EL. 3.220m

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6,100

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6,100

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6,100

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10,080

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10,080

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10,080

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OF VESSELOF VESSEL

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9,000

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9,000

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9,000

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20,200

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20,200

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20,200

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9,530

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9,530

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9,530

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HATCH IN OPEN POSITION

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HATCH IN CLOSED POSITION

R

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REVISION HISTORY

DESCRIPTIONDATEREV.

REFERENCE DRAWINGS


SIGNATURE

ENGINEER OF RECORD



2 2017-JAN-11 REVISED DOCK PILES

3 2017-MAR-16 PILE LOADS ADDED

4 2017-APR-03REVISED NOTES

5 2017-MAY-29VESSEL SIZE CHANGED

1419-G-05-610.dwg2017-Jun-21 / 16:57 2017-Jun-21 / 16:57

1419-G-05-610

1419 - U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

SHIPLOADER BEAM/PILES

PLAN AND SECTIONS

5

YYYY-MMM-DD

ISSUED FOR


PER

G-05-001 G-05-402

G-05-612

SECTION A

- 1:75

SHIPLOADER BEAM/RAIL-PLAN

1:300

7620

TYP.

7620(TYP.)

C

-

EXISTING DOCK/BEAM

SHIPLOADER TOWER

SHIPLOADER

BEAM/RAIL

LAND SIDE

SHIPLOADER

BEAM/RAIL

DOCK SIDE

TRAVELLING

SHIPLOADER

EXISTING

OFFICE

EXISTING

VALVE

STATION

SHIPLOADER

EXISTING SHED#1

CORE DRILL EXISTING

PANELS TO DRIVE NEW PILES

B1

B2

EXISTING

BEAM/PILES

NEW STEEL PILES, SEE NOTES

8

0

0

0

1

9

0

0

0

2

9

0

0

0

2

2

0

0

0

2

2

0

0

0

2

2

0

0

0

2

8

0

0

0

5

0

0

0

1

5

4

6

(

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F

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)

2

3

5

3

4

1

1

4

0

0

0

1

8

2

8

8

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2

4

6

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ELEVATION OF BEAM/RAIL ON DOCK SIDE -

SHIPLOADER BASE

B1/B2

SHIPLOADER BASE

B3/B4

B

G-05-612

NOTES:

1- NEW PILES ON DOCK SIDE WILL BE DESIGNED TO SUPPORT SHIPLOADER VERTICAL LOAD

ONLY, AND FOLLOWING HORIZONTAL LOADS SHALL BE SUPPORTED BY EXISTING DOCK. (TO BE

CONFIRMED BY MARINE ENGINEER).

2- HORIZONTAL FACTORED LOADS ON EACH BRACKET (DOCK SIDE ONLY):

FX=250kN (NORMAL TO RAIL)

FZ=200kN (ALONG RAIL)

3- HORIZONTAL FACTORED LOADS ON EACH BUFFER:

FZ=500kN (ALONG RAIL)

STEEL BEAMS ARE ASSUMED FOR TRANSFERRING AND DISTRIBUTING THE BUFFER'S IMPACT

LOAD BETWEEN EXISTING CONCRETE BEAMS.

4- PILING ARRANGEMENT ON WHARF IS CONCEPTUAL ONLY. FOR DETAILS REFER TO REPORT BY

ADVISIAN.

5- SEE DRAWING G-05-612 FOR SHIPLOADER BASE LOADS(B1 TO B4) (PILES P4, P5)

6- SEE DRAWING G-05-612 FOR PILE TYPE(P1 TO P3)

Y

X

Z

BUFFER, BEAMS AND

POST

SEE NOTE 3

BUFFER

SEE NOTE 3

BUFFER

9200 7200 9200

1460

TYP.

850

TYP.

6040

TYP.

2

8

0

0

0

2

8

0

0

0

2

8

0

0

0

1

1

2

0

0

0

7

8

0

0

SHC2 GALLERY

SHC4 GALLERY

TOP PART OF PILE TO BE

FILLED WITH REINFORCED

CONCRETE TO APPROX.

1000 mm BELOW LWL

AutoCAD SHX Text

PP

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

AutoCAD SHX Text

C

AutoCAD SHX Text

L

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-16 PILE LOADS ADDED

4 2017-APR-03REVISED NOTES

1419-G-05-612.dwg2017-Mar-16 / 16:05 2017-Apr-03 / 15:59

1419-G-05-612

1419 - U.N.O.

SITE LAYOUT

GENERAL ARRANGEMENT

SHIPLOADER BEAM PILES

LANDSIDE SECTIONS

4

YYYY-MMM-DD

ISSUED FOR


PER

G-05-001 G-05-402

G-05-610

SECTION B

G-05-610

1:75

E

-

SHIPLOADER

RAIL

B3 B4

ELEVATION OF BEAM/RAIL ON LANDSIDE -

CORNER/LOAD

DIRECTION

B1

LOAD COMB. CASE I,II

B2

LOAD COMB. CASE III

TOTAL

kN

PER WHEEL

kN

3040

3040

380

380

4010

2530

501

316

TOTAL

kN

SHIPLOADER WHEEL LOADS (FACTORED)*

FY

(VERT.)

FX

(HORZ.)

FY

(VERT.)

FX

(HORZ.)

383 48 419 52

373 47 326 41

Y

X

Z

NOTES:

1. PILING ARRANGEMENT ON WHARF IS CONCEPTUAL ONLY. FOR DETAILS REFER TO REPORT BY

ADVISIAN.

2. LOAD COMBINATION CASE I,II INCLUDE NORMAL OPERATIONAL LOADS SUCH AS DEAD,LIVE,

NORMAL WIND,SNOW,ETC.

3. LOAD COMBINATION CASE III INCLUDE EXTREME LOADS SUCH AS STORM,EARTHQUAKE,

CLOGGED SPOUT,OVERLODED CONVEYOR,ETC.

8330(TYP.)

NEW PILE TYPE P4

SEE NOTE FOR MORE

BEAM/PILE CAP

B3

B4

2910

2530

364

316

1440

3330

180

416

FY

(VERT.)

FX

(HORZ.)

FY

(VERT.)

FX

(HORZ.)

447 56 400 50

460 58 487 61

REINFORCED CONCRETE

BEAM/PILE CAP

1200

9200 7200

850

TYP

1460

TYP.

PER WHEEL

kN

LOCATION

WATER

SIDE

LAND

SIDE

AutoCAD SHX Text

CMC

AutoCAD SHX Text

AND

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

LIMITED

AutoCAD SHX Text

MANAGEMENT

Documents

Port of Vancouver | - TRUE NORTH · 1 2016-jul-08issued for per (demo plan) 2 2017-feb-08first issue for per (new drawing) 32017-may-01revised boundary line 2017-jun-21 / 16:35 2017-jun-21