APPENDIX 4-AH GENERAL ARRANGEMENTS – ROUTES, BRIDGES ...€¦ · H:\PROJ\2341\1500-1599\1506 Seabridge KSM Project\200.0 Crossings\211.0 Site C011 - Gingras Creek\211.10 Drawings\SITE

TM

APPENDIX 4-AH GENERAL ARRANGEMENTS –

ROUTES, BRIDGES, MAJOR CULVERTS

01506-206-031633 First AvenuePrince George B.C. V2L 2Y8

PH (250) 561-2229FAX (250) 563-1941

McElhanney Consulting Services Ltd.

www.mcelhanney.com Toll Free (866) 451-2229

SEABRIDGE GOLD INC.

GENERAL ARRANGEMENT

PROPOSED MINE ACCESS - COULTER ROUTE

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\206.0 Site C

006 - C

ou

lter C

reek\206.10 D

raw

in

gs\SITE C

006 D

ESIG

N.d

wg

, 11/19/2012 3:03:18 P

M

dwentlandBILL

1633 First AvenuePrince George B.C. V2L 2Y8

PH (250) 561-2229FAX (250) 563-1941



SEABRIDGE GOLD INC.

01506-207-03GENERAL ARRANGEMENT


H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\207.0 Site C

007 - M

itch

ell C

reek\207.10 D

raw

in

gs\SITE C

007 D

ESIG

N.d

wg

, 11/19/2012 11:38:59 A

M

dwentlandBILL


PH (250) 561-2229FAX (250) 563-1941



SEABRIDGE GOLD INC.

GENERAL ARRANGEMENT


DRAFT - NOT FOR CONSTRUCTION

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\210.0 Site C

010 - U

nu

k R

iver - N

ew

lo

catio

n\210.10 D

raw

in

gs\SITE 210 W

OR

KIN

G.d

wg

, 11/22/2012 1:41:33 P

M

dwentlandBILL


PH (250) 561-2229FAX (250) 563-1941



SEABRIDGE GOLD INC.

GENERAL ARRANGEMENT - DETAILS


H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\210.0 Site C

010 - U

nu

k R

iver - N

ew

lo

catio

n\210.10 D

raw

in

gs\SITE 210 W

OR

KIN

G.d

wg

, 11/19/2012 2:23:17 P

M

dwentlandBILL


PH (250) 561-2229FAX (250) 563-1941



SEABRIDGE GOLD INC.

GENERAL ARRANGEMENT


H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\211.0 Site C

011 - G

in

gras C

reek\211.10 D

raw

in

gs\SITE C

011 W

OR

KIN

G.d

wg

, 12/19/2012 6:54:08 A

M

dwentlandBILL

THIS DRAWING AND DESIGN IS THE PROPERTY OF McELHANNEY

CONSULTING SERVICES LTD. AND SHALL NOT BE USED, REUSED OR

REPRODUCED WITHOUT THE CONSENT OF THE SAID COMPANY.

McELHANNEY CONSULTING SERVICES LTD. WILL NOT BE HELD

RESPONSIBLE FOR THE IMPROPER OR UNAUTHORIZED USE OF THIS

DRAWING AND DESIGN.

INFORMATION ON EXISTING FEATURES MAY NOT BE COMPLETE OR

ACCURATE. PRIOR TO CONSTRUCTION CONTRACTOR SHALL CONFIRM

LOCATIONS OF ALL EXISTING FEATURES AND ADVISE THE ENGINEER OF

POTENTIAL CONFLICTS.

2341-01506-0

01506-212-03

3 3

Client Drawing No

Client Project No

Destroy all prints bearing previous number

Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 12-01-24

1633 First Avenue

Prince George B.C. V2L 2Y8

PH (250) 561-2229

FAX (250) 563-1941


No. Date Revision Dr.

Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

251:500

0

SEABRIDGE GOLD INC.

U

N

N

A

M

E

D

C

R

E

E

K

T

O

M

I

N

E

TO ESKAY ROAD

PROFILE - ALONG PROPOSED ROAD CENTERLINE

LOOKING UPSTREAM

FILL SLOPE @ 1.5H : 1.0V

FIL

L T

O

E

CLASS 100 RIPRAP TO

MINIMUM 700 THICK

c/w GEOTEXTILE UNDER

6m

R

OA

D

ROAD ED

GE

GENERAL ARRANGEMENT

ROAD ED

GE

FIL

L T

O

E

F

I

L

L

T

O

E

F

IL

L

T

O

E


CLASS 100 RIPRAP TO

MINIMUM 700 THICK


CLASS 250 RIPRAP TO

MINIMUM 1000 THICK


AT OUTSIDE BEND

0 101:250

UNLESS OTHERWISE NOTED

APPROX. STREAMBED

28611 HORIZONTAL DISTANCE

6000

=

SCOUR APRON FOR ENERGY DISSIPATION

- CLASS 100 RIPRAP MIN. THICKNESS 700

- CLASS 250 AT OUTSIDE BEND-SEE PLAN

GRANULAR BEDDING

SCOUR APRON

- CLASS 100 RIPRAP

MIN. THICKNESS 700

FLOWFLOW

WP1

WP2

OFFSET 13400 FROM

INV. EL. 1020.20 m

OFFSET 15211 FROM

INV. EL. 1018.70 m

STRUCTURAL PLATE

28651 LONG (94'-0") 3.0WT

CLASS 100 RIPRAP

MIN THICKNESS 700CLASS 100 RIPRAP

MIN THICKNESS 700

1.5

1

=

STRUCTURAL PLATE

28651 LONG (94'-0") 3.0WT

NOM. EL. 1026.00

DESIGN ROAD PROFILE

EXISTING GROUND PROFILE

ON PROPOSED ROAD ALIGNMENT

STRUCTURAL PLATE

28651 LONG (94'-0") 3.0WT

ROAD STATIONING INDICATED HEREON IS

APPROXIMATE ONLY AND WILL NOT MATCH

ROAD ALIGNMENT DESIGN DRAWINGS.

CAMBER = L

200

INSTALL PIPE WITH CAMBER

CULVERT CAMBER INSTALLATION

SCALE N.T.S.

FINISHED GRADE

L

THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE CODES AND

STANDARDS TO SUSTAIN DEAD LOADS, AND THE GIVEN LIVE LOAD WHEN COMPLETE. IT HAS BEEN

DESIGNED TO SUSTAIN REASONABLE LOADS DURING CONSTRUCTION BUT MUST BE CHECKED

AGAINST THE LOADINGS IMPOSED BY THE CONTRACTOR'S SPECIFIC METHOD OF CONSTRUCTION.

IN ACCORDANCE WITH THE BYLAWS OF THE ASSOCIATION OF PROFESSIONAL ENGINEERS AND

GEOSCIENTISTS OF B.C. CLAUSE 14 (b) (4), FIELD REVIEW OF PROJECTS DURING CONSTRUCTION IS

A REQUIREMENT. FAILURE TO RETAIN THE ENGINEER, OR HIS CHOICE OF THIRD PARTY, TO REVIEW

THE CONTRACTOR'S PROCEDURES AND MONITOR CONSTRUCTION WILL RESULT IN McELHANNEY

CONSULTING SERVICES LTD. BEING UNABLE TO CERTIFY THE CONSTRUCTED WORKS.

- B.S.

*NOMINAL INVERT ELEVATION

*

*

PLAN

A OCT. 2012 ISSUED FOR PERMITTING

A

RAO WWC RWP

CLASS 250 RIPRAP TO

MINIMUM 1000 THICK


AT OUTSIDE BEND

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\212.0 Site C

012 - U

nn

am

ed

C

reek\212.10 D

raw

in

gs\Site C

012 D

ESIG

N.d

wg

, 11/19/2012 11:43:05 A

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-221-03

3 3

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 12-01-25

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

251:500

0

SEABRIDGE GOLD INC.

T

O

M

I

N

E

T

O

E

S

K

A

Y

R

O

A

D

PR

OP

OS

ED

RO

AD

ALIG

NM

EN

T

DESIGN NOTES/SPECIFICATIONS

1. SITE LOCATION

LAT. N56-30-57 LONG. W130-30-17

N 6264990 E 407415

2. HYDROLOGY: (At Proposed Road Centerline)

-DRAINAGE AREA APPROX 0.90 sq.km

-Q100 FLOW ESTIMATED AT 6.4 cu.m/sec

-BOTTOM CREEK APPROX. EL. 276.22m

-ESTIMATED MAX. STREAM VELOCITY = 4.5 m/sec

-ESTIMATED H.W.L. ELEVATION = 277.0m

3. STREAM RIPARIAN CLASS S5 (NO FISH).

4. DESIGN IN GENERAL ACCORDANCE WITH CAN/CSA S6-2006 DESIGN SPECIFICATIONS MODIFIED

TO BCFS L100 LOADING (90,680 kg. G.V.W.) e= 400 mm, DISTRIBUTION = 60/40 IN ACCORDANCE

WITH THE MINISTRY OF FORESTS AND RANGE "FOREST SERVICE BRIDGE DESIGN &

CONSTRUCTION MANUAL". FOR OVERLOAD AND CONSTRUCTION LOADING ALLOWANCES,

REFER TO GENERAL NOTES.

5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH McELHANNEY DRAWINGS 1506-0-601

TO 1506-0-605 AND 1506-0-655.

6. ALL DIMENSIONS IN mm UNLESS NOTED OTHERWISE.

7. FOR ADDITIONAL NOTES SEE DRAWING 1506-0-221-01.

CUT SLOPE @ 1.5H : 1.0V

(TYPICAL)


(TYPICAL)

D

IT

C

H

TURNOUT

FIL

L T

OE

T

O

P

O

F

C

U

T

PRECAST SPREAD CONCRETE

FOOTING TYPE S4

ORIGINAL GROUND PROFILE

CONCRETE NO-POST BARRIER

REF. DWG. 1506-0-0602

STEEL GIRDERS

REF. DWG. 1506-0-0655

PRESSURE TREATED TIMBER DECK

PANEL. REF. DWG. 1506-0-0602

PRECAST CONCRETE BALLAST WALL

REF. DWG. 1506-0-0604

STEEL CAP BEAM

REF. DWG. 1506-0-0605

BRIDGE ENDFILL TO BE FREE DRAINING PIT RUN GRAVEL OR

EQUIVALENT - FREE OF ORGANICS. COMPACT TO MEET

STANDARD PROOF ROLLING TEST (95% OF STANDARD

PROCTOR DENSITY EQUIVALENT)

Q100 Nom. EL. 277.0

Q100 Nom. EL. 277.0

R

O

A

D

E

D

G

E

29674 c/c BEARING

6

m

R

O

A

D

FILTERED SLASH FENCE OR

EQUIVALENT FOR SCOUR PROTECTION

(TYPICAL)

DECK EL. VARIES

21502150

4800

APPROX.

STREAMBED

GENERAL CONDITIONS

0 101:250

R

O

A

D

E

D

G

E

TU

RN

OU

T

D

IT

C

H

D

IT

C

H

D

I

T

C

H

TO

P O

F C

UT

TO

P O

F C

UT

TO

P O

F C

UT

F

I

L

L

T

O

E FIL

L T

OE

30480 (100') SLOPE DISTANCE


REF. DWG. 1506-0-0602

PROPOSED CENTRELINE

PROFILE

WP

1

ST

A. 19+

484.000

DE

CK

E

L. 287.320

WP

2

ST

A. 19+

514.474

DE

CK

E

L. 286.711

PRECAST SPREAD CONCRETE

FOOTING TYPE S4

PT TIMBER DECK MODULES ON

30474 H.D. o/o STEEL GIRDERS













- B.S.

*NOMINAL DECK ELEVATION

*

*



A

RAO WWC RWP

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\221.0 Site C

021 - U

nn

am

ed

C

reek\221.10 D

raw

in

gs\C

021 W

OR

KIN

G.d

wg

, 11/19/2012 2:09:53 P

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-224-03

3 4

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 12-02-20

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

251:500

0

SEABRIDGE GOLD INC.










U

N

N

A

M

E

D

C

R

E

E

K

TO

MIN

E

T

O

E

S

K

A

Y

R

O

A

D

PRO

POSED

RO

AD ALIG

NM

ENT


1. SITE LOCATION

LAT. N56-31-39 LONG. W130-30-27

N 6265800 E 407270



-AREA ABOVE TREELINE APPROX. 14.6 sq.km




-ESTIMATED H.W.L. ELEVATION = 247.1 m

3. STREAM RIPARIAN CLASS S5/S6 (NO FISH).

4. DESIGN IN GENERAL ACCORDANCE WITH CAN/CSA S6-2006 DESIGN

SPECIFICATIONS MODIFIED TO BCFS L100 LOADING (90,680 kg. G.V.W.)

e= 400 mm, DISTRIBUTION = 60/40 IN ACCORDANCE WITH THE MINISTRY

OF FORESTS AND RANGE "FOREST SERVICE BRIDGE DESIGN &

CONSTRUCTION MANUAL". FOR OVERLOAD AND CONSTRUCTION

LOADING ALLOWANCES, REFER TO GENERAL NOTES.

5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH McELHANNEY

DRAWINGS 1506-0-601 TO 1506-0-605.


7. FOR ADDITIONAL NOTES SEE DRAWING 1506-224-04.


(TYPICAL)


(TYPICAL)

D

IT

C

H

TUR

NO

UT

F

IL

L

T

O

E

TO

P

O

F C

U

T

CLASS 50 RIPRAP TO

MINIMUM 550 THICK


PRECAST CONCRETE SPREAD

FOOTING TYPE S4 (TYPICAL)



REF. DWG. 1506-0-0602





Q100 Nom. EL. 247.1

R

O

A

D

E

D

G

E


54820 (H.D.) o/o STEEL GIRDERS

6m

R

OA

D



GENERAL ARRANGEMENT

30540 24280

WP

1

ST

A. 18+

579.460

DE

CK

E

L. 257.743

WP

2

ST

A. 18+

610

DE

CK

E

L. 258.965

WP

3

ST

A. 18+

634.280

DE

CK

E

L. 259.936




- B.S.


*

*

*


TURNOU

T

D

IT

C

H

DIT

CH

DIT

CH

R

O

A

D

E

D

G

E

F

IL

L

T

O

E

T

O

P

O

F

C

U

T

TOP O

F CUT

TOP O

F CUT

PIPE PILES/BENT

CLASS 50 RIPRAP TO

MINIMUM 550 THICK



A

RAO WWC RWP

Mid-span pier foundation materials and suitability for pile-driving to be

assessed at time of tote road construction, and in advance of bridge

conditions preclude pile-driving, the bridge engineer shall be notified

and alternate foundation design details will be provided.

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\224.0 Site C

024 - U

nn

am

ed

C

reek\224.10 D

raw

in

gs\C

024 W

OR

KIN

G.d

wg

, 11/19/2012 11:45:44 A

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-224-04

4 4

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 12-02-20

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

0 101:250

SEABRIDGE GOLD INC.

STEEL GIRDERS


PANEL. REF. DWG. 1506-0-0602


REF. DWG. 1506-0-0604

STEEL CAP BEAM

REF. DWG. 1506-0-0605

PIPE PILES

REF. Q100 Nom. EL. 247.1

DECK EL. VARIES

2150

4800

ORIGINAL

GROUND





PLATE DIAPHRAGM

WELDED IN PLACE

STEEL GIRDERS


PANEL. REF. DWG. 1506-0-0602


REF. DWG. 1506-0-0604

STEEL CAP BEAM

REF. DWG. 1506-0-0605

PIPE POSTS

DECK EL. VARIES

2150

4800


FOOTING TYPE S4 (TYPICAL)


A

RAO WWC RWP

Mid-span pier foundation materials and suitability for pile-driving to be

assessed at time of tote road construction, and in advance of bridge

conditions preclude pile-driving, the bridge engineer shall be notified

and alternate foundation design details will be provided.

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\224.0 Site C

024 - U

nn

am

ed

C

reek\224.10 D

raw

in

gs\C

024 W

OR

KIN

G.d

wg

, 11/19/2012 11:45:00 A

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-233-03

3 4

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 12-01-12

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

251:500

0

SEABRIDGE GOLD INC.













1. SITE LOCATION

LAT. N56-35-45 LONG. W129-39-03

N 6272600 E 460040


-DRAINAGE AREA APPROX 2010 sq.km

-Q100 FLOW ESTIMATED AT 2003cu.m/sec




3. STREAM RIPARIAN CLASS S1 (FISH) PER RESCAN.

4. DESIGN IN GENERAL ACCORDANCE WITH CAN/CSA S6-2006 DESIGN SPECIFICATIONS MODIFIED TO BCFS L100

LOADING (90,680 kg. G.V.W.) e= 400 mm, DISTRIBUTION = 60/40 IN ACCORDANCE WITH THE MINISTRY OF

FORESTS AND RANGE "FOREST SERVICE BRIDGE DESIGN & CONSTRUCTION MANUAL". FOR OVERLOAD AND

CONSTRUCTION LOADING ALLOWANCES, REFER TO GENERAL NOTES.

5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH McELHANNEY DRAWINGS 1506-0-601 TO 1506-0-605,

1506-0-660 AND 1506-0-___.





D

IT

C

H

FILL T

OE

TOP OF CUT

ROAD EDGE

8m

R

OA

D



(TYPICAL)

GENERAL ARRANGEMENT




TO

TU

NN

EL P

OR

TA

LS

TO HIGHWAY 37

<

~

~

B

E

L

L

IR

V

IN

G

R

IV

E

R

T

R

E

E

L

I

N

E

T

O

P

O

F

B

A

N

K T

O

P

O

F

B

A

N

K

PROPOSED ROAD ALIGNMENT

REFERENCE OLD

PILE CUT-OFFS (4)

REFERENCE OLD

PILE CUT-OFFS (4)

SAND/

GRAV

EL

REGE

N/

DECIDU

OUS

SAND/GRAVEL/COBBLE

IN STREAMBED

SAND/

GRANULAR

CLASS 500 RIPRAP TO

MINIMUM 1200 THICK


T

O

P

O

F

C

U

T

FILL TOE

F

IL

L

T

O

E

F

I

L

L

T

O

E

D

IT

C

H

ROAD EDGE

R

O

A

D

E

D

G

E

R

O

A

D

E

D

G

E

FIL

L S

LO

PE

@ 1

.5H

: 1.0

V


FIL

L S

LO

PE

@

1.5

H : 1

.0V

1.5H

:1.0V


*

*

*

*

CLASS 500 RIPRAP TO

MINIMUM 1200 THICK



REF. DWG. 1506-0-0602

BRIDGE ENDFILL TO BE FREE DRAINING

PIT RUN GRAVEL OR EQUIVALENT - FREE

OF ORGANICS. COMPACT TO MEET

STANDARD PROOF ROLLING TEST (95%

OF STANDARD PROCTOR DENSITY

EQUIVALENT)

32728 c/c BEARING


33528 (110') o/o STEEL GIRDERS





32728 c/c BEARING

WP

.1

ST

A. 0+

539.472

NO

M. D

EC

K E

L. 486.300

WP

.2

ST

A. 0+

573.000

NO

M. D

EC

K E

L. 486.300

WP

.3

ST

A. 0+

624.816

NO

M. D

EC

K E

L. 486.300

WP

.4

ST

A. 0+

658.344

NO

M. D

EC

K E

L. 486.300

PROPOSED ROAD PROFILE

50816 c/c BEARING

900

CLASS 500 RIPRAP

900

CLASS 500 RIPRAP

APPROX. OUTLINE CLASS 500 RIPRAP

PROTECTION TO NOMINAL 2.0m DEPTH.

THEN SLOPED DOWN AT 1H:1V TO

EXISTING RIVERBED (TYPICAL 2 PILE

GROUP LOCATIONS). KEY INTO STREAMBED

AS SHOWN IN PROFILE

Q100 Nom. EL. 480.75m

CLASS 50 RIPRAP TO

MINIMUM 550 THICK


CLASS 50 RIPRAP TO

MINIMUM 550 THICK


CLASS 500 RIPRAP TO

MINIMUM 1200 THICK


CLASS 50 RIPRAP TO

MINIMUM 550 THICK


CLASS 500 RIPRAP TO

MINIMUM 1200 THICK


(4 EACH) TYPICAL

25 GAP 25 GAP

LEVEL

U/S GIRDER MIN. EL. 483.75m

A


KEY DEPTH

1.2m MIN.

1.5

1

1.5

1

RAO WWC RWP

P.W.L. AT TIME OF SURVEY (23 OCT. 2011)

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\233.0 Site R

033 - B

ell-Irvin

g R

iver\233.10 D

raw

in

gs\R

033 W

OR

KIN

G.d

wg

, 11/2/2012 3:28:52 P

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-233-04

4 4

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 12-01-12

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

0 101:250

SEABRIDGE GOLD INC.

APPROX.

STREAMBED


ELEVATION - LOW CHAINAGE ABUTMENT

LOOKING DOWN-CHAINAGE

PILES (4 PER ABUTMENT)

STEEL GIRDERS REF.

DWG. 1506-0-0660


PANEL. REF. DWG. 1506-0-0602


REF. DWG. 1506-0-0604

NOM. DECK EL. 486.3

2150

4800

STEEL CAP BEAM

REF. DWG. 1506-0-0605

ELEVATION - HIGH CHAINAGE ABUTMENT

LOOKING UP-CHAINAGE

NOM. DECK EL. 486.3STEEL GIRDERS

PRESSURE TREATED TIMBER

DECK PANEL

STEEL CAP BEAM

REF. DWG. 1506-0-605

PLATE DIAPHRAGM

WELDED IN PLACE

NOM. DECK EL. 486.3

FILLED WITH SAND (TYPICAL 4)

1

6

CLASS 500

RIPRAP

Q100 Nom. EL. 480.75Q100 Nom. EL. 480.75

PILES (4 PER ABUTMENT)

STEEL GIRDERS


PANEL. REF. DWG. 1506-0-0602


REF. DWG. 1506-0-0604

STEEL CAP BEAM

REF. DWG. 1506-0-0605

PROPOSED BRIDGE PROPOSED BRIDGE

PROPOSED BRIDGE

2150

4800

2150

4800

ORGINAL

GROUND

ORGINAL

GROUND

A


KE

Y 1.2m

MIN

.

RAO WWC RWP

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\233.0 Site R

033 - B

ell-Irvin

g R

iver\233.10 D

raw

in

gs\R

033 W

OR

KIN

G.d

wg

, 11/2/2012 3:28:27 P

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-234-03

3 3

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW/BRB 12-01-10

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

251:500

0

SEABRIDGE GOLD INC.










TO TUNN

EL PORTA

LS

TO HIGHWAY 37

PROPOS

ED RO

AD ALI

GNME

NT


1. SITE LOCATION

LAT. N56-34-40 LONG. W129-41-54

N 6270600 E 457105




-Q100 FLOW ESTIMATED AT 37 cu.m/sec

PRIMARY CHANNEL:



-BOTTOM CREEK APPROX. - 564.97m

3. STREAM RIPARIAN CLASS S1 - PRIMARY CHANNEL (FISH) PER RESCAN.

4. DESIGN IN GENERAL ACCORDANCE WITH CAN/CSA S6-2006 DESIGN SPECIFICATIONS MODIFIED TO

BCFS L100 LOADING (90,680 kg. G.V.W.) e= 400 mm, DISTRIBUTION = 60/40 IN ACCORDANCE WITH

THE MINISTRY OF FORESTS AND RANGE "FOREST SERVICE BRIDGE DESIGN & CONSTRUCTION

MANUAL". FOR OVERLOAD AND CONSTRUCTION LOADING ALLOWANCES, REFER TO GENERAL

NOTES.

5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH McELHANNEY DRAWINGS 1506-0-601 TO

1506-0-605, AND 1506-0-640.




(TYPICAL)

F

IL

L

T

O

E

ROAD ED

GE

8m

R

OA

D

PLAN - GENERAL ARRANGEMENT

U

N

-

N

A

M

E

D

C

R

E

E

K




8m

R

OA

D

FILL SLOPE @ 1.5H : 1.0V (GRANULAR)

FILL SLOPE @ 1.5H : 1.0V (GRANULAR)

FILL TOE

FIL

L T

OE

FIL

L T

OE

ROAD ED

GE

ROAD

EDGE

ROAD

EDGE

*

*

CONCRETE NO-POST

BARRIER (TYPICAL)

CLASS 50 RIPRAP TO

MINIMUM 550 THICK


(TYPICAL)

21336 (70') STEEL GIRDER BRIDGE

WITH TIMBER DECK

EAST

WEST




LOOKING DOWNSTREAM


REF. DWG. 1506-0-0602




PROCTOR DENSITY EQUIVALENT) - TYPICAL

Q100 Nom. EL. 566.1

20636 c/c BEARING

WP

.1

ST

A. 4+

688..369

DE

CK

E

L. 569.550

WP

.2

ST

A. 4+

710.705

DE

CK

E

L. 569.550

PRIMARY CHANNEL



PRECAST CONCRETE

SPREAD FOOTING TYPE S3

1.5

1

1.5

1

PROPOSED CENTRELINE PROFILE

3

4

APPROX. STREAMBED

PRECAST CONCRETE


STEEL GIRDERS

REF. DWG. 1506-0-0640


PANEL. REF. DWG. 1506-0-0602

PRECAST CONCRETE BALLAST

WALL REF. DWG. 1506-0-0604

Q100 Nom. EL. 566.1

DECK EL. 569.55

2150

4800

CREEK PROFILE

LOOKING UP-CHAINAGE

0 101:250

STEEL CAP BEAM

REF. DWG. 1506-0-0605


1.5

2-1200mm CSP-20m LG

2

-1

2

0

0

m

m

C

S

P

-2

0

m

L

G

-B.S.



A

PLAN

RAO WWC RWP

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\234.0 Site R

034 - Tw

o U

nn

am

ed

C

reeks\234.10 D

raw

in

gs\R

034 W

OR

KIN

G 20120808.d

wg

, 11/22/2012 1:01:04 P

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-235-03

3 3

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 12-01-12

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

251:500

0

SEABRIDGE GOLD INC.

TO TUNN

EL PORTA

LS

T

O

H

I

G

H

W

A

Y

3

7

PR

OP

OS

ED

RO

AD

ALIG

NM

EN

T

TO

P O

F B

AN

K

PLAN - GENERAL ARRANGEMENT

U

N

N

A

M

E

D

C

R

E

E

K

~~

>




TO

P O

F B

AN

K

ALDER/WILLOW

ALDER/WILLOW












1. SITE LOCATION

LAT. N56-34-01 LONG. W129-43-45

N 6269430 E 455190









4. DESIGN IN GENERAL ACCORDANCE WITH CAN/CSA S6-2006 DESIGN SPECIFICATIONS

MODIFIED TO BCFS L100 LOADING (90,680 kg. G.V.W.) e= 400 mm, DISTRIBUTION = 60/40 IN

ACCORDANCE WITH THE MINISTRY OF FORESTS AND RANGE "FOREST SERVICE BRIDGE

DESIGN & CONSTRUCTION MANUAL". FOR OVERLOAD AND CONSTRUCTION LOADING

ALLOWANCES, REFER TO GENERAL NOTES.

5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH McELHANNEY DRAWINGS

1506-0-601TO 1506-0-605 AND 1506-0-620.



FILL SLOPE

@ 1.5H : 1.0V

D

I

T

C

H

FILL TOE

T

O

P

O

F

C

U

T

CLASS 25 RIPRAP TO

MINIMUM 450 THICK




REF. DWG. 1506-0-0602

STEEL GIRDERS

REF. DWG. 1506-0-0620


PANEL. REF. DWG. 1506-0-0602


REF. DWG. 1506-0-0604





R

O

A

D

E

D

G

E

14540 c/c BEARING



8

m

R

O

A

D



(TYPICAL)

DECK EL. 560.05

2150

4800

APPROX.

STREAMBED

0 101:250

- B.S.

C

U

T

S

L

O

P

E

F

IL

L

S

L

O

P

E

@

1

.5

H

: 1

.0

V

R

O

A

D

E

D

G

E

R

O

A

D

E

D

G

E

R

O

A

D

E

D

G

E

D

I

T

C

H

FILL

TO

E

T

O

P

O

F

C

U

T

WP

2

ST

A. 7+

108.240

DE

CK

E

L. 560.05

WP

1

ST

A. 7+

093.000

DE

CK

E

L. 560.05


FOOTING (TYPE S3) &


FOOTING (TYPE S3) &


REF. DWG. 1506-0-0602

CLASS 25 RIPRAP TO

MINIMUM 450 THICK


1500

MIN

. C

LE

AR

NORTH

SOUTH

PROPOSED ROAD

F

IL

L

S

L

O

P

E

@

1

.5

H

: 1

.0

V

F

IL

L

S

L

O

P

E

@

1

.5

H

: 1

.0

V


*

*


A

RAO WWC RWP

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\235.0 Site R

035 - U

nn

am

ed

C

reek\235.10 D

raw

in

gs\R

035 W

OR

KIN

G.d

wg

, 11/2/2012 3:31:57 P

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-236-03

3 3

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 12-01-12

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

251:500

0

SEABRIDGE GOLD INC.










T

O

T

U

N

N

E

L

P

O

R

T

A

L

S

T

O

H

IG

H

W

A

Y

3

7

P

R

O

P

O

S

E

D

R

O

A

D

A

L

IG

N

M

E

N

T


1. SITE LOCATION

LAT. N56-34-06 LONG. W129-46-42

N 6269610 E 452180










SPECIFICATIONS MODIFIED TO BCFS L100 LOADING (90,680 kg. G.V.W.)

e= 400 mm, DISTRIBUTION = 60/40 IN ACCORDANCE WITH THE

MINISTRY OF FORESTS AND RANGE "FOREST SERVICE BRIDGE

DESIGN & CONSTRUCTION MANUAL". FOR OVERLOAD AND

CONSTRUCTION LOADING ALLOWANCES, REFER TO GENERAL NOTES.

5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH

McELHANNEY DRAWINGS 1506-0-601 TO 1506-0-605 AND 1506-0-640.



C

U

T

S

L

O

P

E

F

I

L

L

S

L

O

P

E

@

1

.

5

H

:

1

.

0

V

(

T

Y

P

I

C

A

L

)

D

I

T

C

H

T

U

R

N

O

U

T

F

IL

L

T

O

E

T

O

P

O

F

C

U

T

CLASS 25 RIPRAP TO

MINIMUM 450 THICK


PRECAST CONCRETE




REF. DWG. 1506-0-0602

STEEL GIRDERS

REF. DWG. 1506-0-0640


PANEL. REF. DWG. 1506-0-0602


REF. DWG. 1506-0-0604

BRIDGE ENDFILL TO BE FREE

DRAINING PIT RUN GRAVEL OR

EQUIVALENT - FREE OF ORGANICS.

COMPACT TO MEET STANDARD

PROOF ROLLING TEST (95% OF

STANDARD PROCTOR DENSITY

EQUIVALENT)

Q100 Nom.

EL. 648.1

Q100 Nom. EL. 648.1

R

O

A

D

E

D

G

E

20636 c/c BEARING



8

m

R

O

A

D



(TYPICAL)

DECK EL. 653.00

2150

4800

APPROX.

STREAMBED

GENERAL ARRANGEMENT

U

N

N

A

M

E

D

C

R

E

E

K




0 101:250

- B.S.


*

*

F

I

L

L

T

O

E

F

I

L

L

T

O

E

F

IL

L

T

O

E

T

O

P

O

F

C

U

T

D

I

T

C

H

R

O

A

D

E

D

G

E

F

IL

L

S

L

O

P

E

@

1

.5

H

: 1

.0

V

F

IL

L

S

L

O

P

E

@

1

.5

H

: 1

.0

V

C

U

T

S

L

O

P

E

CLASS 25 RIPRAP TO

MINIMUM 450 THICK


C

O

N

C

R

E

T

E

N

O

-

P

O

S

T

B

A

R

R

IE

R

R

E

F

. D

W

G

.

1

5

0

6

-

0

-

0

6

0

2


CLASS 25 RIPRAP TO

MINIMUM 450 THICK

c/w GEOTEXTILE UNDER (TYP.)

PRECAST CONCRETE


WP

.1

ST

A. 10+

787.500

DE

CK

E

L. 653.00

WP

.2

ST

A. 10+

808.836

DE

CK

E

L. 653.00

1.5

1

1.5

1

T

O

P

O

F

C

U

T

T

O

P

O

F

C

U

T

21336 (70') STEEL GIRDER

BRIDGE WITH TIMBER DECK

3

4

3

4

D

I

T

C

H

D

I

T

C

H

A


RAO WWC RWP

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\236.0 Site R

036 - U

nn

am

ed

C

reek\236.10 D

raw

in

gs\R

036 W

OR

KIN

G.d

wg

, 11/2/2012 3:33:29 P

M

dwentlandBILL

20620 c/c BEARING






DRAWING AND DESIGN.





2341-01506-0

01506-237-03

0 0

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 11-12-21

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

251:500

0

SEABRIDGE GOLD INC.










T

O

T

U

N

N

E

L

P

O

R

T

A

L

S

TO HIGHWAY 37


1. SITE LOCATION

LAT. N56-34-32 LONG. W129-49-46

N 6270460 E 449045









4. DESIGN IN GENERAL ACCORDANCE WITH CAN/CSA S6-2006 DESIGN SPECIFICATIONS

MODIFIED TO BCFS L100 LOADING (90,680 kg. G.V.W.) e= 400 mm, DISTRIBUTION = 60/40 IN

ACCORDANCE WITH THE MINISTRY OF FORESTS AND RANGE "FOREST SERVICE BRIDGE

DESIGN & CONSTRUCTION MANUAL". FOR OVERLOAD AND CONSTRUCTION LOADING

ALLOWANCES, REFER TO GENERAL NOTES.

5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH McELHANNEY DRAWINGS

1506-0-601 TO 1506-0-605 AND 1506-0-640.





DITCH

F

IL

L

T

O

E

TO

P

O

F C

U

T


FOOTING TYPE S3



REF. DWG. 1506-0-0602

STEEL GIRDERS

REF. DWG. 1506-0-0640


PANEL. REF. DWG. 1506-0-0602


REF. DWG. 1506-0-0604

STEEL CAP BEAM

REF. DWG. 1506-0-0605

BRIDGE ENDFILL TO BE FREE DRAINING PIT RUN

GRAVEL OR EQUIVALENT - FREE OF ORGANICS.

COMPACT TO MEET STANDARD PROOF ROLLING TEST

(95% OF STANDARD PROCTOR DENSITY EQUIVALENT)

Q100 Nom. EL. 638.4

Q100 Nom. EL. 638.4

R

O

A

D

E

D

G

E


21319 H.D. STEEL GIRDERS

8m

R

O

A

D



(TYPICAL)

DECK EL. VARIES

2150

4800

APPROX.

STREAMBED

GENERAL ARRANGEMENT

U

N

N

A

M

E

D

C

R

E

E

K




R

O

A

D

E

D

G

E

ROAD EDGE

ROAD EDGE

DITCH

TOP OF CUT

F

IL

L

T

O

E



8m

R

OA

D

0 101:250


FOOTING TYPE S3


REF. DWG. 1506-0-0602

PROPOSED CENTRELINE PROFILE

WP

.1

ST

A. 14+

088.500

DE

CK

E

L. 643.500

WP

.2

ST

A. 14+

109.819

DE

CK

E

L. 642.648

1.5

1

1.5

1

- B.S.

*

*


3

4

3

4


A


RAO WWC RWP

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\237.0 Site R

037 - U

nn

am

ed

C

reek\237.10 D

raw

in

gs\R

037 W

OR

KIN

G.d

wg

, 11/2/2012 3:34:58 P

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-238-03

3 3

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

251:500

0

SEABRIDGE GOLD INC.










TO

TU

NN

EL P

OR

TA

LS

T

O

H

IG

H

W

A

Y

3

7



LOOKING DOWNSTREAM


1. SITE LOCATION

LAT. N56-34-21 LONG. W129-49-01

N 6270100 E 449805










SPECIFICATIONS MODIFIED TO BCFS L100 LOADING (90,680 kg. G.V.W.) e= 400 mm,

DISTRIBUTION = 60/40 IN ACCORDANCE WITH THE MINISTRY OF FORESTS AND

RANGE "FOREST SERVICE BRIDGE DESIGN & CONSTRUCTION MANUAL". FOR

OVERLOAD AND CONSTRUCTION LOADING ALLOWANCES, REFER TO GENERAL

NOTES.


DRAWINGS 1506-0-601 TO 1506-0-605 AND 1506-0-645.



C

U

T S

LO

PE

@

1.5H

: 1.0V


FIL

L T

OE

T

O

P

O

F

C

U

T


FOOTING TYPE S4



REF. DWG. 1506-0-0602

STEEL GIRDERS

REF. DWG. 1506-0-0645


PANEL. REF. DWG. 1506-0-0602


REF. DWG. 1506-0-0604

STEEL CAP BEAM

REF. DWG. 1506-0-0605

PIPE POST





Q100 Nom.

EL. 635.2

Q100 Nom. EL. 635.2

RO

AD

ED

GE

PROPOSED BRIDGE

23683 c/c BEARING

8

m

R

O

A

D


EQUIVALENT (RIPRAP) FOR SCOUR

PROTECTION (TYPICAL)

DECK EL. VARIES

2150

4800

U

N

N

A

M

E

D

C

R

E

E

K




- B.S.


*

*

0 101:250

CREEK PROFILE

LOOKING UP-CHAINAGE

24384 (80') SLOPE DISTANCE

WP

1

ST

A. 13+

288.065

DE

CK

E

L. 641.433

WP

2

ST

A. 13+

312.448

DE

CK

E

L. 641.189


FOOTING TYPE S4

1.5

1

PROPOSED CENTRELINE

PROFILE

CONCRETE NO-POST

BARRIER


RO

AD

ED

GE

RO

AD

ED

GE

RO

AD

ED

GE

DIT

CH

F

IL

L

T

O

E

FIL

L T

OE

12-08-16

GENERAL ARRANGEMENT



24383 H.D. o/o STEEL GIRDERS

A


RAO WWC RWP

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\238.0 Site R

038 - U

nn

am

ed

C

reek\238.10 D

raw

in

gs\R

038 W

OR

KIN

G.d

wg

, 11/22/2012 1:08:56 P

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-242-03

0 0

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 12-04-16

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

251:500

0

SEABRIDGE GOLD INC.










T

O

M

I

N

E

TO

ES

KA

Y R

OA

D

PROPO

SED RO

AD ALI

GNME

NT


1. SITE LOCATION

LAT. N56-30-32 LONG. W130-29-14

N 6263700 E 408465








3. STREAM RIPARIAN CLASS S5 (NO FISH) PER RESCAN.

4. DESIGN IN GENERAL ACCORDANCE WITH CAN/CSA S6-2006 DESIGN SPECIFICATIONS MODIFIED TO

BCFS L100 LOADING (90,680 kg. G.V.W.) e= 400 mm, DISTRIBUTION = 60/40 IN ACCORDANCE WITH

THE MINISTRY OF FORESTS AND RANGE "FOREST SERVICE BRIDGE DESIGN & CONSTRUCTION

MANUAL". FOR OVERLOAD AND CONSTRUCTION LOADING ALLOWANCES, REFER TO GENERAL

NOTES.


1506-0-605 AND 1506-0-650.





DITC

H

TURNO

UT

FILL

TOE

T

O

P

O

F

C

U

T


FOOTING TYPE S3



REF. DWG. 1506-0-0602

STEEL GIRDERS

REF. DWG. 1506-0-0650


PANEL. REF. DWG. 1506-0-0602


REF. DWG. 1506-0-0604

STEEL CAP BEAM

REF. DWG. 1506-0-0605





Q100 Nom. EL. 231.5

Q100 Nom. EL. 231.5

ROAD EDGE

26732 c/c BEARING



6m

R

OA

D



DECK EL. 239.000

2150

4800

APPROX.

STREAMBED

GENERAL ARRANGEMENT

U

N

N

A

M

E

D

C

R

E

E

K




0 101:250

UNLESS NOTED OTHERWISE

- B.S.


*

*

WP

.1

ST

A. 21+

486.000

NO

M. D

EC

K E

L. 239.000

WP

.2

ST

A. 21+

513.434

NO

M. D

EC

K E

L. 239.000


FOOTING TYPE S3

PROPOSED CENTERLINE PROFILE

3

4

1.5

1

LEVEL

ROAD EDGE

D

IT

C

H

D

IT

C

H

T

O

P

O

F

C

U

T

T

O

P

O

F

C

U

T

TURNO

UT

C

U

T

S

L

O

P

E

@

1

.

5

H

:

1

.

0

V

C

U

T

S

L

O

P

E

@

1

.5

H

: 1

.0

V

BENCH AT

A


RAO WWC RWP

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\242.0 Site C

042 - U

nn

am

ed

C

reek\242.10 D

raw

in

gs\C

042 W

OR

KIN

G.d

wg

, 11/19/2012 3:11:25 P

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-245-03

3 3

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 12-01-16

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

251:500

0

SEABRIDGE GOLD INC.










T

O

T

U

N

N

E

L

P

O

R

T

A

L

S

TO HIGHWAY 37



1. SITE LOCATION

LAT. N56-35-10 LONG. W129-51-14

N 6271650 E 447550



-AREA ABOVE TREELINE APPROX. 20 sq.km




3. STEAM RIPARIAN CLASS S1 (FISH) PER RESCAN.

4. DESIGN IN GENERAL ACCORDANCE WITH CAN/CSA S6-2006 DESIGN SPECIFICATIONS MODIFIED TO BCFS

L100 LOADING (90,680 kg. G.V.W.) e= 400 mm, DISTRIBUTION = 60/40 IN ACCORDANCE WITH THE MINISTRY

OF FORESTS AND RANGE "FOREST SERVICE BRIDGE DESIGN & CONSTRUCTION MANUAL". FOR OVERLOAD

AND CONSTRUCTION LOADING ALLOWANCES, REFER TO GENERAL NOTES.


1506-0-605 AND 1506-0-645.



DITCH

FILL TOE

TOP OF CUT

CLASS 250 RIPRAP TO

MINIMUM 1000 THICK

TO ELEV. 638.7


(TYPICAL) TO ELEV. 638.7


FOOTING TYPE S3



REF. DWG. 1506-0-0602

STEEL GIRDERS

REF. DWG. 1506-0-0645


PANEL. REF. DWG. 1506-0-0602


REF. DWG. 1506-0-0604

STEEL CAP BEAM

REF. DWG. 1506-0-0605

BRIDGE ENDFILL TO BE FREE DRAINING PIT RUN

GRAVEL OR EQUIVALENT - FREE OF ORGANICS.

COMPACT TO MEET STANDARD PROOF ROLLING

TEST (95% OF STANDARD PROCTOR DENSITY

EQUIVALENT)

ROAD EDGE

23684 c/c BEARING



8

m

R

O

A

D



(TYPICAL)

DECK EL. 641.20

2150

4800

APPROX.

STREAMBED

GENERAL ARRANGEMENTS

N

O

R

T

H

T

R

E

A

T

Y

C

R

E

E

K




0 101:250

N

O

R

T

H

T

R

E

A

T

Y

S

I

D

E

C

H

A

N

N

E

L

DITCH

D

I

T

C

H

ROAD EDGE

10m

R

OA

D

FILL T

O

E

FILL TOE

F

IL

L

T

O

E

TOP OF CUT

T

O

P

O

F

C

U

T

STEEP CUT SLOPE (0.25H:1.0V)

CUT SLOPE





WP

1

ST

A. 16+

076.000

DE

CK

E

L. 641.200

WP

2

ST

A. 16+

100.386

DE

CK

E

L. 641.200

23684 c/c BEARING



WP

3

ST

A. 16+

124.000

DE

CK

E

L. 641.200

WP

4

ST

A. 16+

148.386

DE

CK

E

L. 641.200

(TYPICAL)


FOOTING TYPE S3

CONCRETE NO-POST

BARRIER






- B.S.


*

*

- B.S.

*

*

F

IL

L

T

O

E

PROPOSED

CENTRELINE

ALIGNMENT

CLASS 250 RIPRAP TO

MINIMUM 1000 THICK


(TYPICAL)

A


RAO WWC RWP

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\245.0 Site R

045 - N

orth

Treaty C

reek\245.10 D

raw

in

gs\R

045 W

OR

KIN

G.d

wg

, 11/2/2012 3:41:17 P

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-246-03

3 3

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 12-08-15

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

0 101:250

SEABRIDGE GOLD INC.

TO

TU

NN

EL P

OR

TA

LS

TO

HIG

HW

AY

37



D

IT

C

H

F

IL

L

T

O

E

TO

P O

F C

UT

ROAD EDGE

8m

R

OA

D



TO

B

T5348

PLAN - EXISTING CONDITIONS

U

N

N

A

M

E

D

C

R

E

E

K













- B.S.

*NOMINAL INVERT ELEVATION

*

*

STRUCTURAL PLATE

CORRUGATED STEEL PIPE

DESIGN ROAD PROFILE


ON PROPOSED ROAD CENTRELINE

APPROX. STREAMBED

CENTERLINE OF CULVERT

22836 HORIZONTAL DISTANCE

8000

=

FLOWFLOW

WP1

WP2

OFFSET 13617 FROM

INV. EL. 636.00 m

OFFSET 9219 FROM

INV. EL. 638.74 m

1.5

1

=

GRANULAR BEDDING

MIN. 300mm COVER

SCOUR APRON FOR ENERGY DISSIPATION -

CLASS 250 RIPRAP MIN. THICKNESS 1000

OVER GEOTEXTILE FABRIC

SCOUR APRON - CLASS 100 RIPRAP

MIN. THICKNESS 700

CLASS 100 RIPRAP

MIN THICKNESS 700

CLASS 50 RIPRAP

MIN THICKNESS 550

CORRUGATED SHEET STEEL

CUTOFF WALL

OUTLET SCOUR APRON

CLASS 250 RIPRAP TO

MINIMUM 1000 THICK


CLASS 100 RIPRAP TO

MINIMUM 700 THICK


CLASS 100 RIPRAP TO

MINIMUM 700 THICK


CORRUGATED SHEET STEEL

CUTOFF WALL

STRUCTURAL PLATE

CORRUGATED STEEL PIPE

F

I

L

L

T

O

E

T

O

P

O

F

C

U

T

ROAD EDGE

CAMBER = L

200

INSTALL PIPE WITH CAMBER

CULVERT CAMBER INSTALLATION

SCALE N.T.S.

FINISHED GRADE

L

PLAN




DITCH

A


RAO WWC RWP

1.0m

M

IN

.

REFERENCE CORRUGATED SHEET

STEEL CUT-OFF WALL AT INLET

PLACE LARGE SELECT

BOULDERS AT TOE

6400 (NOM.)

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\246.0 Site R

046 - U

nn

am

ed

C

reek\246.10 D

raw

in

gs\R

046 W

OR

KIN

G.d

wg

, 11/19/2012 11:51:42 A

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-247-03

3 3

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 12-02-09

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

251:500

0

SEABRIDGE GOLD INC.










TO MINE

T

O

E

S

K

A

Y

R

O

A

D

PROPOSED RO

AD ALIGNMENT


1. SITE LOCATION

LAT. N56-35-43 LONG. W129-55-12

N 6272700 E 443510










SPECIFICATIONS MODIFIED TO BCFS L100 LOADING (90,680 kg. G.V.W.) e= 400

mm, DISTRIBUTION = 60/40 IN ACCORDANCE WITH THE MINISTRY OF FORESTS

AND RANGE "FOREST SERVICE BRIDGE DESIGN & CONSTRUCTION MANUAL".

FOR OVERLOAD AND CONSTRUCTION LOADING ALLOWANCES, REFER TO

GENERAL NOTES.


DRAWINGS 1506-0-601 TO 1506-0-605 AND 1506-0-635.



C

U

T

S

L

O

P

E

@

1

.

5

H

:

1

.

0

V

(

T

Y

P

I

C

A

L

)


(TYPICAL)

D

I

T

C

H

FILL TOE

T

O

P

O

F

C

U

T


FOOTING TYPE F3



REF. DWG. 1506-0-0602

STEEL GIRDERS

REF. DWG. 1506-0-0635


PANEL. REF. DWG. 1506-0-0602


REF. DWG. 1506-0-0604

STEEL CAP BEAM

REF. DWG. 1506-0-0605





Q100 Nom.

EL. 691.8

Q100 Nom. EL. 691.8

17588 c/c BEARING



6

m

R

O

A

D



(TYPICAL)

DECK EL. 695.50

2150

4800

APPROX.

STREAMBED

GENERAL ARRANGEMENT

U

N

N

A

M

E

D

C

R

E

E

K




- B.S.


*

*

0 101:250

PLAN

CONCRETE NO-POST

BARRIER


FOOTING TYPE F3

UNLESS NOTED OTHERWISE

PROPOSED CENTRELINE

PROFILE

TURNOUT

5

m

FILL TOE

ROAD EDGE

ROAD EDGE

D

I

T

C

H

T

O

P

O

F

C

U

T

1.5

1

CLASS 50 RIPRAP

3

m

WP

1

ST

A. 20+

489.000

DE

CK

E

L. 695.500

WP

2

ST

A. 20+

507.288

DE

CK

E

L. 695.500

CLASS 50 RIPRAP

A


RAO WWC RWP

H:\P

RO

J\2341\1500-1599\1506 Seab

rid

ge K

SM

P

ro

ject\200.0 C

ro

ssin

gs\247.0 Site R

047 - U

nn

am

ed

C

reek\247.10 D

raw

in

gs\R

047 W

OR

KIN

G.d

wg

, 11/2/2012 3:43:00 P

M

dwentlandBILL






DRAWING AND DESIGN.





2341-01506-0

01506-248-03

0 0

Client Drawing No

Client Project No


Drawing No.

MCSL Project No.

Sheet of

Revision

DMW 12-08-29

1633 First Avenue


PH (250) 561-2229

FAX (250) 563-1941



Designed:

Drawn: Date:

Checked:

Approved Sealed

Ck'd


QC:

0 101:250

SEABRIDGE GOLD INC.

T

O

M

IN

E

T

O

E

S

K

A

Y

R

O

A

D

P

R

O

P

O

S

E

D

R

O

A

D

A

L

IG

N

M

E

N

T

C

U

T

S

L

O

P

E

@

1

.5

H

: 1

.0

V

(T

Y

P

IC

A

L

)

F

IL

L

S

L

O

P

E

@

1

.5

H

: 1

.0

V

D

IT

C

H

F

IL

L

T

O

E

T

O

P

O

Documents

APPENDIX 4-AH GENERAL ARRANGEMENTS – ROUTES, BRIDGES ...€¦ · H:\PROJ\2341\1500-1599\1506 Seabridge KSM Project\200.0 Crossings\211.0 Site C011 - Gingras Creek\211.10 Drawings\SITE