Howard’s Pass Access Road Upgrade Project 2015 Land Use and Water Licence Application Package June 2015

Volume 1: Applications Part 2 of 4

2701 – 1055 West Georgia Street Vancouver, British Columbia Canada V6E 0B6 Telephone: (604) 620-6188 Fax: (604) 604-681-8344

Howard’s Pass Access Road (HPAR) Upgrade Project Application Package June 2015

NOTE TO READER This application package is divided into 3 Volumes: •

Volume 1 contains the formal application forms for the Mackenzie Valley Land and Water Board and Parks Canada and a number of attachments:    

Attachment 1: Attachment 2: Attachment 3: Attachment 4:

Camp Layout Schematic Diagram Road Design Criteria Preliminary Road Design Land Use Permit Security Worksheet

•

Volume 2 contains the 2015 Project Description Report

•

Volume 3 contains Appendices to the Project Description Report:          

Appendix I. Appendix II. Appendix III. Appendix IV. Appendix V. Appendix VI. Appendix VII. Appendix VIII. Appendix IX. Appendix X.

Applicable Standard Operating Procedures Waste Management Plan for the Howard’s Pass Access Road Spill Contingency Plan for the Northwest Territories Erosion and Sediment Control Plan Avalanche Mitigation Strategy Geochemical Test Results for HPAR Borrow Site Samples Sample Quarry Operations Plan (2014) Wildlife Mitigation and Monitoring Plan Community Engagement Plan Community Engagement Report Appendices

Selwyn Chihong Mining Ltd. has produced an integrated application package for the upgrading of the Howards Pass Access Road. You will note that there are references throughout the application package to the Attachments in Volume 1, the Project Description Report in Volume 2 and a variety of Management Plans in Volume 3. These are all linked throughout the application package with the Project Description Report providing the overall details that support this submission. For additional information or for clarification, please contact Doug Reeve, Manager, Permitting and Regulatory Affairs at [email protected].

ATTACHMENT 3. Preliminary Road Design Sheets 1 to 11

THIS DRAWING IS FOR THE USE OF THE CLIENT AND PROJECT INDICATED - NO REPRESENTATIONS OF ANY KIND ARE MADE TO OTHER PARTIES

SELWYN CHIHONG MINING LTD.

HOWARDS PASS ACCESS ROAD

PRELIMINARY ROAD DESIGN DATE

PCL SIGNATURE

DATE

QUALITY MANAGEMENT

PRELIMINARY/ FOR DISCUSSION NOT FOR CONSTRUCTION

DATE: 2014-12-16, Jonathan Ford

\\s-kel-fs-01\projects\20112946\01_14_HPAR_prmtg_upd\Working_Dwgs\900_Project_Standards\2946-01-g-000.dwg

AE PROJECT NUMBER: 20112946-01

QM SIGNATURE

ASSOCIATED ENGINEERING

B

2014DEC17

S. KING

J. FORD

ISSUED FOR REVIEW

A

2014NOV28

S. KING

J. FORD

ISSUED FOR REVIEW

DATE

DESIGN

DRAWN

DESCRIPTION

REV

DRAWING

REVISION

2946-01-G-000

B

SHEET

1

25

SCALE(S) SHOWN ARE INTENDED FOR ANSI D (22X34) SIZE DRAWINGS, TABLOID (11X17) SIZE DRAWINGS ARE 1/2 OF SCALE(S) SHOWN UNLESS NOTED OTHERWISE

SHEET LIST TABLE SHEET

DRAWING NAME

REVISION

DRAWING TITLE

2946-01-G-000

B

COVER SHEET

2

2946-01-C-100

B

SITE PLAN

LEGEND & GENERAL NOTES

3

2946-01-C-101

B

PLAN/PROFILE

STA 0+000 TO STA 3+700

1 CIVIL

1C -1

19

18

294 6

-01-

C-11 7

-C-116 2946-01

29 46 -0 1C

-1 15 6-01 294

52 +5 00

500

62+

C-1

+

65

6-01

294

0 00

0 50 7+ 5 55 +0 00

-0

000

46

60+

29

67 +5 00

70 +0 00

72+500

77+500

5

7

2 12

+4 78

63 6.

C-

1-

29 46 -0 1C12 1 2946-01-C -120 00 0 + 75

4

2946-01-C-102

B

PLAN/PROFILE

STA 3+700 TO STA 7+400

5

2946-01-C-103

B

PLAN/PROFILE

STA 7+400 TO STA 11+100

6

2946-01-C-104

B

PLAN/PROFILE

STA 11+100 TO STA 14+800

7

2946-01-C-105

B

PLAN/PROFILE

STA 14+800 TO STA 18+500

8

2946-01-C-106

B

PLAN/PROFILE

STA 18+500 TO STA 22+200

9

2946-01-C-107

B

PLAN/PROFILE

STA 22+200 TO STA 25+900

10

2946-01-C-108

B

PLAN/PROFILE

STA 25+900 TO STA 29+600

11

2946-01-C-109

B

PLAN/PROFILE

STA 29+600 TO STA 33+300

12

2946-01-C-110

B

PLAN/PROFILE

STA 33+300 TO STA 37+000

13

2946-01-C-111

B

PLAN/PROFILE

STA 37+000.000 TO STA 40+717.262

14

2946-01-C-112

B

PLAN/PROFILE

STA 41+037.623 TO STA 44+730.000

15

2946-01-C-113

B

PLAN/PROFILE

STA 44+730 TO STA 48+430

16

2946-01-C-114

B

PLAN/PROFILE

STA 48+430 TO STA 52+130

17

2946-01-C-115

B

PLAN/PROFILE

STA 52+130 TO STA 55+830

18

2946-01-C-116

B

PLAN/PROFILE

STA 55+830 TO STA 59+530

19

2946-01-C-117

B

PLAN/PROFILE

STA 59+530 TO STA 63+230

20

2946-01-C-118

B

PLAN/PROFILE

STA 63+230 TO STA 66+930

21

2946-01-C-119

B

PLAN/PROFILE

STA 66+930 TO STA 70+630

22

2946-01-C-120

B

PLAN/PROFILE

STA 70+630 TO STA 74+330

23

2946-01-C-121

B

PLAN/PROFILE

STA 74+330 TO STA 78+030

24

2946-01-C-122

B

PLAN/PROFILE

STA 78+030.000 TO STA 78+456.637

25

2946-01-C-123

A

PLAN/PROFILE

SOUTH OPTION

C-1 14

00 50+0

LEGEND

2946-01-C-113

47+500

45+000

EXISTING CONTOURS (EVERY 5m's) PERMITTED BORROW AREAS

2946-01-C

42+50 0

-112

N

-111

-01-C

2946

41+200.118 2 .77 31+000 0 + 0 41 4

0

K AR IP

U BO

FUTURE BORROW AREAS

RY DA

CAMP AND LAYDOWN AREA

N AN H NA

LAYDOWN AREA

C-

1-0

46 29

50

+ 37

EXISTING CREEK PARK BOUNDARY

G H13

294

6-01

-C-1

08

294

C-1 07 29 46

-0 1-

0 50

+ 22

00

ROAD R.O.W. - PARK C-

10 6

+0

20

K BOUNDARY

PROPOSED ROAD CENTRELINE

-C 01

00

PROFILE EXISTING GROUND

5 10

+5 17

PROPOSED TOES

NAHANNI PAR

46 29

RY

A ND

OU

B RK

PA

25+

NI

27+50

60m ROAD R.O.W. - NON PARK (#105I/1-14)

6-01 -

000

0

3

AN

H NA

0 00 0+

CROSSIN

CULVERT & BRIDGE CROSSINGS

9

32

10

+5

C-

00

1-

-0

46

35

29

+0

00

0 11

PROFILE PROPOSED ROAD CENTRELINE

-0

15+ 000

46

29 0

0.45m 0.75m

-0

46

29

50

+ 12

04

1 C1-

8.50m LANE

10 +

3

29 46

0

RI

-01

46 29

300mm GRAVEL ROAD SURFACE

1

-10

-C

-

ES

0.50m

02

-1

000

0 50 2+ -0 +0 00

PLAN

VA

C

5+

1

RI ES

01

50

7+

DATE: 2014-12-17, Jonathan Ford

VA

10

00 0

C-

1-

\\s-kel-fs-01\projects\20112946\01_14_HPAR_prmtg_upd\Working_Dwgs\100_Civil\2946-01-C-100.dwg

DRAWING DESCRIPTION

GENERAL

-0 46 29

THIS DRAWING IS FOR THE USE OF THE CLIENT AND PROJECT INDICATED - NO REPRESENTATIONS OF ANY KIND ARE MADE TO OTHER PARTIES

IF NOT 50 mm ADJUST SCALES 50 mm

2

1:150,000

-

KEY PLAN

PRELIMINARY/ FOR DISCUSSION

DETAIL

ORIGINAL GROUND

1:250

HPAR TYPICAL SECTION

SELWYN CHIHONG MINING LTD.

NOT FOR CONSTRUCTION

B

2014DEC17

S. KING

J. FORD

ISSUED FOR REVIEW

A

2014NOV28

S. KING

J. FORD

ISSUED FOR REVIEW

DATE

DESIGN

DRAWN

DESCRIPTION

REV

HOWARD PASS ACCESS ROAD PRELIMINARY ROAD DESIGN 20112946-01 SCALE: AS SHOWN

CIVIL SITE PLAN LEGEND & GENERAL NOTES DRAWING

REVISION

2946-01-C-100

B

SHEET

2

25

SCALE(S) SHOWN ARE INTENDED FOR ANSI D (22X34) SIZE DRAWINGS, TABLOID (11X17) SIZE DRAWINGS ARE 1/2 OF SCALE(S) SHOWN UNLESS NOTED OTHERWISE

ponding area

T: 4

C11

C9

R240

R205

3+100

00

2+1

0 R40

5

C6

C5

0+ 20 0

0+300

0+400

0+500

0+600

C2

0+700

0pondi +800 ng

0+900

1+000

1+100

C4

R205

R500

0

R1505

area

C3

1+200

1+300

1+40

1+500

1+600

0 2+00

0 R26

R350

3+400

3+300

3+200

3+50

0

3+60 0

C14 R300

3+70

0

ponding area

3+800

STA:

ponding area

3+900

MATC HLIN E

0 10 0+ R2 0

R300

R400

0 20 2+

0 R30

C7

0

00

2+6

0 30 2+

C1

C12

3+00

2+500

00 2+4

C8

00

C13

0

0 SE E

2+7

C10

2+90

3+70

2+800

SHEE

R200

0 00000 -00++

THIS DRAWING IS FOR THE USE OF THE CLIENT AND PROJECT INDICATED - NO REPRESENTATIONS OF ANY KIND ARE MADE TO OTHER PARTIES

IF NOT 50 mm ADJUST SCALES 50 mm

ponding area

0 90 1+

1+800

0 1+70

ponding area ponding area

ponding area

SOIL TYPES

RUBBLY SILTY SANDY OUTWASH DEPOSITS

MIX OF OUTWASH AND FLUVIAL DEPOSITS

CLEARING

sq. m

64,632

EXCAVATION

cu. m

76,415

EMBANKMENT

cu. m

69,067

SURFACING

cu. m

9,849

ROAD WIDTH

m

8.5

LEFT TIE SLOPE

C 1.25:1 F 1.5:1

RIGHT TIE SLOPE

C 1.25:1 F 1.5:1

DESIGN SPEED

1260

km/hr

70

1260

1250

1250

Lvc: 100.562 m

PVIS: 0+054.66 1240

1240

1120

0+100

0+200

0+300

0+400

0+500

0+600

0+700

0+800

0+900

1+000

1+100

1+200

1+300

1+400

1+500

1+600

1+700

1+800

2+100

2+200

2+300

2+400

2+500

PRELIMINARY/ FOR DISCUSSION

1200 EVCS: 3+576.65 EVCE: 1164.312

-4.09%

2+700

2+800

2+900

3+000

3+100

1180

-2.84%

BVCE: 1162.722 BVCS: 3+632.689

Lvc: 149.979 m PVIS: 3+076.79 PVIE: 1166.274 AD: 4.51% K: 33.23

2+600

1190

1170

EVCE: 1166.592 EVCS: 3+151.78

Lvc: 230.000 m PVIS: 2+428.22 PVIE: 1167.387 AD: 9.45% K: 24.35

2+000

BVCS: 3+326.654 BVCE: 1167.331

EVCS: 2+875.02 EVCE: 1174.527

BVCS: 2+644.023 BVCE: 1175.114

EVCS: 2+295.21 EVCE: 1175.189

BVCS: 2+085.212 BVCE: 1180.550

1+900

+3.58%

+0.42%

Lvc: 150.000 m PVIS: 1+949.29 PVIE: 1179.518 AD: 4.95% K: 30.27

Lvc: 217.000 m PVIS: 1+208.14 PVIE: 1163.846 AD: 7.71% K: 28.14

Lvc: 280.000 m PVIS: 0+634.21 PVIE: 1162.835 AD: 8.07% K: 34.72

1130

-5.87 %

BVCE: 1169.341 BVCS: 3+001.803

BVCE: 1165.702 BVCS: 1+099.644

1140

EVCE: 1165.502 EVCS: 0+774.21

BVCE: 1171.459 BVCS: 0+494.213

1160

+0.76%

1210

Lvc: 250.000 m PVIS: 3+451.65 PVIE: 1167.860 AD: -3.26% K: 76.67

EVCE: 1171.505 EVCS: 2+543.22

-1.71%

+1.91%

1150

0% +6.0

1220

Lvc: 231.000 m PVIS: 2+759.52 PVIE: 1179.250 AD: -7.67% K: 30.11

BVCE: 1174.133 BVCS: 2+313.217

1170

-4.19%

EVCE: 1180.087 EVCS: 2+024.29

6%

BVCE: 1182.664 BVCS: 1+874.291

-6.1

1180

EVCE: 1170.356 EVCS: 1+316.64

1190

Lvc: 210.000 m PVIS: 2+190.21 PVIE: 1181.348 AD: -6.63% K: 31.69

EVCS: 1+846.81 EVCE: 1183.816

BVCS: 0+799.483 BVCE: 1165.984

-3.21200 2%

0+000

BVCS: 1+486.814 BVCE: 1180.567

Lvc: 268.400 m PVIS: 0+933.68 PVIE: 1168.540 AD: -3.62% K: 74.24 EVCS: 1+067.88 EVCE: 1166.245

1210

1230

Lvc: 360.000 m PVIS: 1+666.81 PVIE: 1191.367 AD: -10.19% K: 35.31

EVCS: 0+104.95 EVCE: 1195.440

PVIS: 0+000.01 BVCS: 0+004.384 PVIE: BVCE:1200.296 1200.155

1220

DATE: 2014-12-17, Jonathan Ford

\\s-kel-fs-01\projects\20112946\01_14_HPAR_prmtg_upd\Working_Dwgs\100_Civil\2946-01-C-101.dwg

PVIE: 1198.537 AD: -2.94% K: 34.17 1230

1160 1150 1140

1130 m Lvc: 190.000 PVIS: 3+727.69 PVIE: 1160.026 AD: 1120 6.72% K: 28.26 3+200

3+300

3+400

3+500

3+600

SELWYN CHIHONG MINING LTD.

NOT FOR CONSTRUCTION

B

2014DEC17

S. KING

J. FORD

ISSUED FOR REVIEW

A

2014NOV28

S. KING

J. FORD

ISSUED FOR REVIEW

DATE

DESIGN

DRAWN

DESCRIPTION

REV

HOWARD PASS ACCESS ROAD PRELIMINARY ROAD DESIGN 20112946-01 SCALE: H=1:5,000, V=1:1,000

CIVIL PLAN/PROFILE STA 0+000 TO STA 3+700 DRAWING

REVISION

2946-01-c-101

B

SHEET

3

25

SCALE(S) SHOWN ARE INTENDED FOR ANSI D (22X34) SIZE DRAWINGS, TABLOID (11X17) SIZE DRAWINGS ARE 1/2 OF SCALE(S) SHOWN UNLESS NOTED OTHERWISE

MAJOR BRIDGE/CULVERT CROSSINGS CULVERT DIAMETER (mm) TBD

CROSSING ID H32

pondin

WATER LICENSE

INSTALLATION DATE

BRIDGE DIMENSIONS

LOADING CAPACITY

MV2006L8-0001

N/A

N/A

N/A

g area

3 +7 00

pondin

g area 3+800

R600

3+900

4+000

4+100

4+200

4+300

4+400

4+ 50

0

4+ 60

4+800

4+700

0

4+900

5+0

00

C17

5+1 0

R400

C18

pondin C22 g are a

R240

R240

0

5+200

5+300

0

R50

5+400

5+5

00

pondin

g area

5+6 0

00

R230

5+800

COMPLEX MIXED RUBBLY SANDY OUTWASH AND ALLUVIAL

RUBBLY SANDY OUTWASH DEPOSITS WITH VARIABLE SILT

6+

R230

C19 6+000

5+900

C21

6+100

6+20

0

sq. m

92,706

EXCAVATION

cu. m

208,493

EMBANKMENT

cu. m

66,009

SURFACING

cu. m

9,849

ROAD WIDTH

7+000

7+300

7+40 0

0

50

C24 R300

7+500

6+300

00 6+4

RUBBLY SANDY ALLUVIAL FAN

RUBBLY SANDY SILTY MORAINAL BLANKETS OVERLYING BEDROCK FLAT CREEK

POORLY DRAINED SILTY SANDY ALLUVIAL DEPOSITS

8.5

LEFT TIE SLOPE

C 1.25:1 F 1.5:1

RIGHT TIE SLOPE

C 1.25:1 F 1.5:1

DESIGN SPEED

km/hr

1240

70

1240

1230

1230

1220

1220

3+900

4+000

4+100

4+200

4+300

4+400

4+500

4+600

4+700

4+800

4+900

5+000

5+100

5+200

5+300

5+400

5+500

5+800

5+900

6+000

BVCS: 7+244.399 BVCE: 1172.645

EVCS: 7+161.63 EVCE: 1169.206

1180

% +4.16

1170 1160

+

1150 -1.12%

6+200

PRELIMINARY/ FOR DISCUSSION

6+300

6+400

EVCE: 1146.721 EVCS: 6+775.70

BVCE: 1142.041 BVCS: 6+585.688

EVCE: 1142.852 EVCS: 6+513.41

1140

Lvc: 180.000 m PVIS: 6+423.41 PVIE: 1143.861 AD: 2.02% K: 89.17

6+100

1190

% 6.05

BVCE: 1146.686 BVCS: 6+333.406

BVCE: 1146.864 BVCS: 6+001.032

5+700

1200

-3.14%

+3.00%

Lvc: 100.000 m PVIS: 6+051.03 PVIE: 1145.267 AD: 6.19% K: 16.15

5+600

BVCS: 7+071.630 BVCE: 1164.615

EVCS: 6+311.04 EVCE: 1147.388

BVCS: 6+126.041 BVCE: 1147.517

EVCS: 5+846.44 EVCE: 1151.801

-3.19%

EVCE: 1150.107 EVCS: 5+530.90

BVCE: 1153.142 BVCS: 5+387.902

+1.70%

Lvc: 143.000 m PVIS: 5+459.40 PVIE: 1148.892 AD: 7.64% K: 18.71

1100

3+800

Lvc: 185.000 m PVIS: 6+218.54 PVIE: 1150.292 AD: -6.14% K: 30.13

EVCE: 1146.767 EVCS: 6+101.03

-5.94 %

Lvc: 205.000 m PVIS: 4+850.58 PVIE: 1154.327 AD: 6.45% K: 31.76

1110

BVCS: 5+696.439 BVCE: 1152.921

BVCS: 5+008.478 BVCE: 1160.713

EVCS: 4+641.56 EVCE: 1159.365

Lvc: 98.000 m PVIS: 4+210.71 PVIE: 1163.248 AD: 2.10% K: 46.65

Lvc: 190.000 m PVIS: 3+727.69 PVIE: 1160.026 1120 AD: 6.72% K: 28.26

% +4.04

-2.41%

Lvc: 200.000 m PVIS: 7+344.40 PVIE: 1176.800 AD: -6.64% 1210 K: 30.11

Lvc: 90.000 m PVIS: 7+116.63 PVIE: 1167.336 AD: -1.89% K: 47.58

Lvc: 150.000 m PVIS: 5+771.44 PVIE: 1154.196 AD: -4.89% K: 30.65

EVCE: 1158.473 EVCS: 4+953.08

BVCE: 1164.550 BVCS: 4+161.710

-0.56%

BVCE: 1156.798 BVCS: 4+748.085

1130

EVCE: 1163.717 EVCS: 3+822.69

1140

-2.66%

+3.88%

1160

BVCS: 4+481.559 BVCE: 1161.739

1170

EVCE: 1162.975 EVCS: 4+259.71

1180

EVCS: 4+073.15 EVCE: 1166.904

BVCS: 3+873.155 BVCE: 1165.677

1190

DATE: 2014-12-17, Jonathan Ford

\\s-kel-fs-01\projects\20112946\01_14_HPAR_prmtg_upd\Working_Dwgs\100_Civil\2946-01-C-101.dwg

1200

Lvc: 300.000 m PVIS: 5+158.48 PVIE: 1166.779 AD: -9.99% K: 30.03

Lvc: 160.000 m PVIS: 4+561.56 PVIE: 1161.293 AD: -1.85% K: 86.34

EVCS: 5+308.48 EVCE: 1157.863

Lvc: 200.000 m PVIS: 3+973.15 PVIE: 1169.562 AD: -6.54% K: 30.57

1210

1150

7+600

R230

MIXED RUBBLY SANDY OUTWASH AND COLLUVIUM

CLEARING

6+

7+100

7+200

C FL RO AT SS CR ING EE H K 32

0 60

C20

0

6+900

6+800

00 6+7

pondin g area 5+7

SOIL TYPES

EET :

5 C15

R300

SEE SH

g area

+400

C14

C23

g area

R600

STA :7

0

pondin

g area

pondin

CHL INE

3+ 60

pondin

C16

MAT

SE ES

00

700

3+ 5

area

Q200 (m³/s) 6.51

HE ET :3

pondin g

MA TC HL INE ST A: 3+

THIS DRAWING IS FOR THE USE OF THE CLIENT AND PROJECT INDICATED - NO REPRESENTATIONS OF ANY KIND ARE MADE TO OTHER PARTIES

IF NOT 50 mm ADJUST SCALES 50 mm

1130 1120 1110

Lvc: 190.009 m PVIS: 6+680.69 PVIE: 1140.977 AD: 7.17% K: 26.51

6+500

6+600

6+700

1100

6+800

6+900

7+000

7+100

7+200

7+300

SELWYN CHIHONG MINING LTD.

NOT FOR CONSTRUCTION

B

2014DEC17

S. KING

J. FORD

ISSUED FOR REVIEW

A

2014NOV28

S. KING

J. FORD

ISSUED FOR REVIEW

DATE

DESIGN

DRAWN

DESCRIPTION

REV

HOWARD PASS ACCESS ROAD PRELIMINARY ROAD DESIGN 20112946-01 SCALE: H=1:5,000, V=1:1,000

CIVIL PLAN/PROFILE STA 3+700 TO STA 7+400 DRAWING

REVISION

2946-01-c-102

B

SHEET

4

25

0 7+20

7+300

C42

R240

C25

C24

R210

C26

C27

R205

R300

7+400

7+600

7+500

7+900

7+800

7+700

8+000

8+200

SOIL TYPES

C35

R250

R205

R205

8+10 0

R300

C29

C28

0

8+30

8+500

8+400

MATCHLINE S TA: 11+100 S EE SHEET: 6

R400

7+400 SEE SH EET: 4

C23

SCALE(S) SHOWN ARE INTENDED FOR ANSI D (22X34) SIZE DRAWINGS, TABLOID (11X17) SIZE DRAWINGS ARE 1/2 OF SCALE(S) SHOWN UNLESS NOTED OTHERWISE

C39

MATCH LINE ST A:

THIS DRAWING IS FOR THE USE OF THE CLIENT AND PROJECT INDICATED - NO REPRESENTATIONS OF ANY KIND ARE MADE TO OTHER PARTIES

IF NOT 50 mm ADJUST SCALES 50 mm

C30 8+6 0

C32

C31

R250

0

8+700

8+800

C33

R205

R205

9+000

8+900

RUBBLY SANDY SILTY MORAINAL BLANKETS

C34

9+10

R250

R250

0

9+300

9+200

C36

C37

R205

R205

R250

9+500

00 9+4

MORAINAL BLANKETS

C38 0 9+80

C40

00

10

1

0 9+90

R210

9+700

9+600

0 0+00

10+2

10+100

C41

R20

0

+3

R200

00 10+400

0 +60

sq. m

EXCAVATION

cu. m

103,483

EMBANKMENT

cu. m

65,692

SURFACING

cu. m

9,849

ROAD WIDTH

R20

5

900

11+000

11+100

C 1.25:1 F 1.5:1

RIGHT TIE SLOPE

C 1.25:1 F 1.5:1

DESIGN SPEED

km/hr

1250

70

1250 1240

1120

7+500

7+600

7+700

7+800

7+900

8+000

8+100

8+200

8+300

8+400

8+500

8+600

8+700

8+800

8+900

1220

EVCS: 10+684.87 EVCE: 1177.970

1210 1200 1190

1170

EVCE: 1171.423 EVCS: 10+876.08

1160

BVCE: 1167.237 BVCS: 11+046.913

BVCE: 1174.870 BVCS: 10+766.078

-2.45%

Lvc: 100.000 m PVIS: 10+220.59 PVIE: 1182.783 AD: 3.28% K: 30.45

Lvc: 90.000 m PVIS: 9+851.44 PVIE: 1178.705 AD: 2.18% K: 41.36

1180

-3.82%

EVCE: 1184.045 EVCS: 10+270.59

BVCE: 1183.162 BVCS: 10+170.594

-2.36%

BVCS: 10+564.866 BVCE: 1181.677

BVCS: 10+291.761 BVCE: 1184.580

EVCS: 10+092.75 EVCE: 1183.753

BVCS: 9+957.747 BVCE: 1182.106

BVCS: 9+473.537 BVCE: 1171.356

Lvc: 120.000 m PVIS: 10+624.87 PVIE: 1180.261 AD: -1.46% K: 82.31

1150 1140

Lvc: 110.000 m PVIS: 10+821.08 PVIE: 1172.770 AD: 1.37% K: 80.45

Lvc: 170.000 m PVIS: 9+272.88 PVIE: 1160.567 AD: 6.70% K: 25.36

Lvc: 80.044 m PVIS: 8+909.84 PVIE: 1155.235 AD: 3.28% K: 24.44

Lvc: 190.000 m PVIS: 8+548.14 PVIE: 1152.772 AD: 5.78% K: 32.87

1110

EVCE: 1156.818 EVCS: 8+949.86

1130

BVCE: 1154.962 BVCS: 8+869.821

Lvc: 180.000 m PVIS: 7+720.60 PVIE: 1167.443 AD: 6.96% K: 25.86

EVCE: 1153.419 EVCS: 8+643.14

1140

-1.33%

+3.96%

+0.68%

BVCE: 1157.616 BVCS: 8+453.138

1150

EVCE: 1171.469 EVCS: 7+810.60

BVCE: 1169.681 BVCS: 7+630.600

1160

8%

+5.3

EVCE: 1180.145 EVCS: 9+896.44

-5.10 %

BVCE: 1178.245 BVCS: 9+806.444

% +4.47

-2.49%

+1.02%

+2.52%

-0.76%

+3.20%

EVCE: 1165.138 EVCS: 9+357.88

1180

BVCE: 1161.694 BVCS: 9+187.883

1190

Lvc: 170.000 m PVIS: 9+101.92 PVIE: 1162.833 AD: -5.28% K: 32.19 BVCS: 9+016.917 BVCE: 1159.471

EVCS: 7+444.40 EVCE: 1174.313

1200

EVCS: 8+152.15 EVCE: 1172.965

BVCS: 7+864.151 BVCE: 1173.865

Lvc: 200.000 m PVIS: 7+344.40 PVIE: 1176.800 1210 AD: -6.64% K: 30.11

Lvc: 160.000 m PVIS: 9+553.54 PVIE: 1175.658 AD: -4.35% K: 36.75 EVCS: 9+633.54 EVCE: 1176.476

Lvc: 288.000 m PVIS: 8+008.15 PVIE: 1180.308 AD: -9.57% K: 30.08

EVCS: 9+186.92 EVCE: 1161.707

1220

1230

Lvc: 145.000 m PVIS: 10+364.26 PVIE: 1186.410 AD: -4.88% K: 29.68

Lvc: 135.000 m PVIS: 10+025.25 PVIE: 1184.265 AD: -3.96% K: 34.11

EVCS: 10+436.76 EVCE: 1184.700

1230

DATE: 2014-12-17, Jonathan Ford

0

WELL DRAINED RUBBLY SILTY SAND

1240

\\s-kel-fs-01\projects\20112946\01_14_HPAR_prmtg_upd\Working_Dwgs\100_Civil\2946-01-C-101.dwg

11+30

8.5

LEFT TIE SLOPE

1170

11+200

RUBBLY SANDY SILTY MORAINAL BLANKETS

81,773

RUBBLY SANDY SILTY MORAINAL BLANKETS OVERLYING BEDROCK

C43

10+

10

10+500

RUBBLY SANDY SILTY MORAINAL BLANKETS

CLEARING

10+800

00 10+7

Lvc: 120.000 m PVIS: 1130 11+106.91 PVIE: 1165.767 AD: 2.38% K:1120 50.32

1110

9+000

9+100

9+200

9+300

9+400

9+500

9+600

9+700

9+800

9+900

10+000

PRELIMINARY/ FOR DISCUSSION

10+100

10+200

10+300

10+400

10+500

10+600

10+700

10+800

10+900

11+000

SELWYN CHIHONG MINING LTD.

NOT FOR CONSTRUCTION

B

2014DEC17

S. KING

J. FORD

ISSUED FOR REVIEW

A

2014NOV28

S. KING

J. FORD

ISSUED FOR REVIEW

DATE

DESIGN

DRAWN

DESCRIPTION

REV

HOWARD PASS ACCESS ROAD PRELIMINARY ROAD DESIGN 20112946-01 SCALE: H=1:5,000, V=1:1,000

CIVIL PLAN/PROFILE STA 7+400 TO STA 11+100 DRAWING

REVISION

2946-01-c-103

B

SHEET

5

25

SCALE(S) SHOWN ARE INTENDED FOR ANSI D (22X34) SIZE DRAWINGS, TABLOID (11X17) SIZE DRAWINGS ARE 1/2 OF SCALE(S) SHOWN UNLESS NOTED OTHERWISE

SS ING H3 0

area

C52

ET: 5

5 R10

0

12+200

0 00

12+3

12+

+ 12

C44

11+100

11+200

13+100

R700

12+600

12+500

1

0

12+70

8 2+

PERMITED BORROW AREA AND LAYDOWN AREA

C5

13

4

+2

00

00

R2

05

C55

13+

300

R40 0

13+4 0

C56 R40 0

0

0

13+ 600

00 11+

400

C45 50 0

+

11

R300

00 11+7

ponding

area

ponding area area

H29

CULVERT DIAMETER (mm) 1400

Q200 (m³/s) 0.77

H30

1000

H31

1200 + 600

SOIL TYPES

RUBBLY SILTY SANDY OUTWASH DEPOSITS

WATER LICENSE

INSTALLATION DATE

BRIDGE DIMENSIONS

LOADING CAPACITY

2009-W01

2014/10/31

N/A

N/A

0.20

MV2006L8-0001

N/A

N/A

N/A

1.17

MV2006L8-0001

N/A

N/A

N/A

WELL DRAINED RUBBLY SILTY SAND

14+500

sq. m

EXCAVATION

cu. m

45,670

EMBANKMENT

cu. m

81,659

SURFACING

cu. m

9,849

14+700

00

9 13+

WELL DRAINED RUBBLY SAND TO RUBBLY SILTY SAND

WELL DRAINED RUBBLY SILTY SAND

CLEARING

14+600

0

14+80

ponding

WELL DRAINED GLACIOFLUVIAL DEPOSITS WITH SOME TILL

66,497

ROAD WIDTH

8.5

LEFT TIE SLOPE

C 1.25:1 F 1.5:1

RIGHT TIE SLOPE

C 1.25:1 F 1.5:1

DESIGN SPEED

1240

km/hr

70

50

70

1240

1230

1230

1100

11+200

11+300

11+400

11+500

11+600

11+700

11+800

11+900

12+100

12+300

12+400

1210

EVCS: 14+654.08 EVCE: 1152.356

1190 1180 1170

-0.90%

1160 -5.91 % BVCE: 1150.540 BVCS: 14+684.804

EVCE: 1161.459 EVCS: 14+339.70

EVCE: 1167.942 EVCS: 14+023.41

-4.31%

Lvc: 130.000 m PVIS: 13+958.41 PVIE: 1167.207 AD: 5.15% K: 25.26

1200

BVCS: 14+404.085 BVCE: 1160.878

+1.13%

BVCE: 1169.818 BVCS: 13+893.411

Lvc: 250.000 m PVIS: 14+529.08 PVIE: 1159.749 AD: -5.01% K: 49.89

EVCS: 14+202.76 EVCE: 1165.485

BVCS: 14+037.757 BVCE: 1168.104

EVCS: 13+869.80 EVCE: 1170.766

BVCS: 13+699.803 BVCE: 1172.855

BVCE: 1172.306 BVCS: 13+584.016

EVCE: 1169.022 EVCS: 13+383.42

BVCE: 1167.629 BVCS: 13+239.420

Lvc: 165.000 m PVIS: 14+120.26 PVIE: 1169.037 AD: -5.44% K: 30.35

-4.02%

EVCE: 1172.687 EVCS: 13+689.02

EVCS: 13+564.32 EVCE: 1172.470

BVCS: 13+409.321 BVCE: 1170.048

EVCS: 13+169.49 EVCE: 1169.044

BVCS: 12+969.487 BVCE: 1166.850

BVCS: 12+811.369 BVCE: 1159.772

12+200

+1.56%

Lvc: 105.000 m PVIS: 13+636.52 PVIE: 1171.868 AD: 2.39% K: 43.89

Lvc: 144.000 m PVIS: 13+311.42 PVIE: 1166.172 AD: 5.98% K: 24.07

Lvc: 110.054 m PVIS: 12+697.61 PVIE: 1153.808 AD: 1.26% K: 87.61

Lvc: 210.000 m PVIS: 12+414.09 PVIE: 1142.507 AD: 6.88% K: 30.52

12+000

EVCE: 1156.693 EVCS: 12+752.64

EVCE: 1146.692 EVCS: 12+519.09

BVCE: 1145.547 BVCS: 12+309.088

Lvc: 230.000 m PVIS: 11+895.50 PVIE: 1147.232 AD: 5.25% K: 43.84

1110

+

+3.99%

-2.90%

EVCE: 1149.339 EVCS: 12+010.50

Lvc: 120.000 m 1130 PVIS: 11+106.91 PVIE: 1165.767 AD: 2.38% 1120 K: 50.32

4.22%

-0.83%

+3.96%

-2.02%

4% +5.2

BVCE: 1151.615 BVCS: 12+642.582

+1.83% BVCE: 1151.158 BVCS: 11+780.497

1140

-3.41%

EVCE: 1165.728 EVCS: 11+166.91

1150

-0.07%

EVCS: 12+188.18 EVCE: 1149.048

1170

BVCS: 12+038.177 BVCE: 1149.846

1180

Lvc: 80.000 m PVIS: 12+851.37 PVIE: 1161.869 AD: -1.03% K: 78.03

Lvc: 150.000 m PVIS: 12+113.18 PVIE: 1151.220 AD: -4.73% K: 31.73

EVCS: 11+447.38 EVCE: 1162.530

BVCS: 11+267.376 BVCE: 1165.662

1190

Lvc: 200.000 m PVIS: 13+069.49 PVIE: 1171.067 AD: -6.24% K: 32.05

EVCS: 12+891.37 EVCE: 1163.556

Lvc: 180.000 m PVIS: 11+357.38 PVIE: 1165.603 AD: -3.35% K: 53.76

1200

DATE: 2014-12-17, Jonathan Ford

\\s-kel-fs-01\projects\20112946\01_14_HPAR_prmtg_upd\Working_Dwgs\100_Civil\2946-01-C-101.dwg

1210

1220

Lvc: 170.000 m PVIS: 13+784.80 PVIE: 1174.180 AD: -5.58% K: 30.49

Lvc: 155.000 m PVIS: 13+486.82 PVIE: 1173.116 AD: -4.79% K: 32.34

BVCE: 1164.324 BVCS: 14+229.702

1220

1160

area

9

H31

MAJOR BRIDGE/CULVERT CROSSINGS CROSSING ID

14+400

H2

ponding

14+300

14+

ING

area

13+800

14+200

SS

11+600

ponding

R205

14+100

O CR

11+

13+ 700

0 80

14+000

C57

900

R500

R250

00

+0

15

C59

C58

13+50

00 +9 1 1

R50 0

11+3

R

C49

R200

400

0

C53 R20 5

5 10

C48

00

0

NAHANNI PARK BOUNDARY

11+00 0

A: 11+1 00 SE E SHE

R2 05

0 C5

R300

250

0 12+1

MATCH LINE S T

10 +9 00

C4 3

C47

C46 R

90

+ 12

13+00

R205

HL MATC

C51

ET: 7 E SHE E S 800 A: 14+ T S E IN

CR O

ponding

CROSSING

THIS DRAWING IS FOR THE USE OF THE CLIENT AND PROJECT INDICATED - NO REPRESENTATIONS OF ANY KIND ARE MADE TO OTHER PARTIES

IF NOT 50 mm ADJUST SCALES 50 mm

Lvc: 110.000 m PVIS: 14+284.70 PVIE: 1161.956 AD: 3.40% K: 32.32

1150 1140 1130 1120

Lvc: 200.000 m PVIS: 14+784.80 PVIE: 1144.626 1110 AD: 4.38% K: 45.67

1100

12+500

12+600

12+700

12+800

12+900

13+000

13+100

13+200

13+300

13+400

13+500

13+600

PRELIMINARY/ FOR DISCUSSION

13+700

13+800

13+900

14+000

14+100

14+200

14+300

14+400

14+500

14+600

14+700

SELWYN CHIHONG MINING LTD.

NOT FOR CONSTRUCTION

B

2014DEC17

S. KING

J. FORD

ISSUED FOR REVIEW

A

2014NOV28

S. KING

J. FORD

ISSUED FOR REVIEW

DATE

DESIGN

DRAWN

DESCRIPTION

REV

HOWARD PASS ACCESS ROAD PRELIMINARY ROAD DESIGN 20112946-01 SCALE: H=1:5,000, V=1:1,000

CIVIL PLAN/PROFILE STA 11+100 TO STA 14+800 DRAWING

REVISION

2946-01-c-104

B

SHEET

6

25

SCALE(S) SHOWN ARE INTENDED FOR ANSI D (22X34) SIZE DRAWINGS, TABLOID (11X17) SIZE DRAWINGS ARE 1/2 OF SCALE(S) SHOWN UNLESS NOTED OTHERWISE

C66 R300

00

C6 8

16+ 9

00 17

R5 0

0

+0 0

0

17

0 10

+1 0

0

15

800 : 14+

C59

17

+2

0 00

C6 9

00

R20 0

+

300

00 +9 14

0 R50

C70

17+

17+400

R1100

17+500

TA NE S

C72

C71

17+600

00 14+8

17+700

17+800

17+900

R1000

R1000

18+000

18+100

18+400

18+300

18+200

18+500

I CHL

ponding area

MAT

G

MAJOR BRIDGE/CULVERT CROSSINGS

9 H2

H26

CULVERT DIAMETER (mm) 2200

Q200 (m³/s) 0.53

H27

1400

H28

2200

CROSSING ID

WATER LICENSE

INSTALLATION DATE

BRIDGE DIMENSIONS

LOADING CAPACITY

2009-W01

2014/11/01

N/A

N/A

0.07

MV2006L8-0001

2014/10/31

N/A

N/A

0.99

MV2006L8-0001

2014/10/28

N/A

N/A

GLACIOFLUVIAL RUBBLY SANDY TO RUBBLY SANDY SILTY DEPOSITS

C73 R1000

18+600

sq. m

86,562

EXCAVATION

cu. m

99,798

EMBANKMENT

cu. m

83,626

SURFACING

cu. m

9,849

MODERATELY WELL DRAINED MORAINAL DEPOSITS WITH COLLUVIAL VENEERS

8.5

LEFT TIE SLOPE

C 1.25:1 F 1.5:1

RIGHT TIE SLOPE

C 1.25:1 F 1.5:1

DESIGN SPEED

km/hr

1240

70

1240

1230

1230

1220

1220

14+900

15+000

15+100

15+200

15+300

15+400

15+500

15+600

15+800

15+900

16+000

EVCE: 1156.022 EVCS: 17+065.01

-5.99

%

16+200

16+300

16+400

16+500

16+600

16+700

16+800

16+900

17+000

17+100

1180

PRELIMINARY/ FOR DISCUSSION

17+400

17+500

17+600

EVCS: 18+433.09 EVCE: 1149.685

1130

EVCE: 1141.595 EVCS: 17+955.68

BVCE: 1139.415 BVCS: 17+815.684

EVCE: 1139.307 EVCS: 17+599.69

BVCE: 1143.612 BVCS: 17+454.688

17+300

1120 1110

Lvc: 140.000 m PVIS: 17+885.68 PVIE: 1139.450 AD: 3.01% K: 46.46

17+700

1160

1140

+0.05%

17+200

1170

1150 -2.2 7%

+3.06%

Lvc: 145.000 m PVIS: 17+527.19 PVIE: 1139.270 AD: 6.04% K: 24.01

16+100

1190

BVCS: 18+188.094 BVCE: 1148.715

EVCS: 17+370.24 EVCE: 1148.668

Lvc: 245.000 m PVIS: 18+310.59 PVIE: 1152.468 AD: -5.34% K: 45.92

Lvc: 110.000 m PVIS: 17+010.01 PVIE: 1156.524 AD: 1.90% K: 57.89

Lvc: 145.000 m PVIS: 15+939.38 PVIE: 1142.691 AD: 5.72% K: 25.37

15+700

-0.91%

BVCE: 1158.071 BVCS: 16+955.014

EVCE: 1146.009 EVCS: 16+011.88

-2.81%

Lvc: 90.000 m PVIS: 16+689.70 PVIE: 1159.822 AD: 2.27% K: 39.58

1200

Lvc: 180.000 m PVIS: 17+280.24 PVIE: 1154.057 AD: -5.08% K: 35.47 BVCS: 17+190.240 BVCE: 1154.879

BVCS: 16+798.791 BVCE: 1160.551 BVCE: 1160.544 BVCS: 16+644.695

+0.67%

EVCE: 1160.123 EVCS: 16+734.70

%

+4.58

-1.14%

Lvc: 150.000 m PVIS: 15+579.86 PVIE: 1141.135 AD: 5.15% K: 29.10

Lvc: 90.000 m PVIS: 15+186.88 PVIE: 1141.979 AD: 2.36% K: 38.10

Lvc: 100.000 m PVIS: 15+007.11 PVIE: 1141.215 AD: 1.96% K: 51.03

+2.14%

BVCE: 1143.399 BVCS: 15+504.861

BVCE: 1141.788 BVCS: 15+141.881

EVCE: 1141.427 EVCS: 15+057.11

1110 Lvc: 200.000 m PVIS: 14+784.80 PVIE: 1144.626 1100 AD: 4.38% K: 45.67

BVCE: 1141.982 BVCS: 14+957.111

EVCE: 1143.091 EVCS: 14+884.80

1120

+2.79%

+0.43%

EVCE: 1143.233 EVCS: 15+231.88

-1.53%

-3.02%

-1.61%

BVCE: 1143.517 BVCS: 15+866.885

1150

EVCE: 1142.736 EVCS: 15+654.86

1160

BVCS: 15+684.925 BVCE: 1143.379

BVCS: 15+271.679 BVCE: 1144.342

1170

EVCS: 15+481.68 EVCE: 1144.099

1180

Lvc: 135.000 m PVIS: 15+752.43 PVIE: 1144.820 AD: -3.27% K: 41.23

Lvc: 110.000 m PVIS: 16+853.79 PVIE: 1160.919 AD: -3.48% K: 31.60

EVCS: 16+506.31 EVCE: 1162.766

Lvc: 210.000 m PVIS: 15+376.68 PVIE: 1147.269 AD: -5.81% K: 36.17

EVCS: 15+819.93 EVCE: 1144.051

1190

BVCS: 16+316.309 BVCE: 1159.943

1200

1130

1210

Lvc: 190.000 m PVIS: 16+411.31 PVIE: 1164.292 AD: -6.18% K: 30.73

EVCS: 16+908.79 EVCE: 1159.371

1210

1140

18+700

MODERATELY WELL DRAINED RUBBLY SAND TO RUBBLY SANDY SILT

CLEARING

ROAD WIDTH

DATE: 2014-12-17, Jonathan Ford

0

16+8

+ 15

SOIL TYPES

\\s-kel-fs-01\projects\20112946\01_14_HPAR_prmtg_upd\Working_Dwgs\100_Civil\2946-01-C-101.dwg

R100

SHEET: 8 : 18+500 SEE TA S E N LI H MATC

:6 ET SHE SEE 14+700

C67

16+7 00

H28

+ 15

14+600

16+6 00

SING

0 20

15+400

15+300

15+600

15+500

0

ING H 26

0 R30

16+100

16+50

S CRO

C60

15+800

15+700

16+000

00 15+9

0 16+20

16+400

CROS S

R400

R300

R300

R240

0 16+30

H27 ING

C61

C 63

C62

C65

R280

SS CRO

C64

SIN OS CR

THIS DRAWING IS FOR THE USE OF THE CLIENT AND PROJECT INDICATED - NO REPRESENTATIONS OF ANY KIND ARE MADE TO OTHER PARTIES

IF NOT 50 mm ADJUST SCALES 50 mm

17+800

17+900

1100

18+000

18+100

18+200

18+300

18+400

SELWYN CHIHONG MINING LTD.

NOT FOR CONSTRUCTION

B

2014DEC17

S. KING

J. FORD

ISSUED FOR REVIEW

A

2014NOV28

S. KING

J. FORD

ISSUED FOR REVIEW

DATE

DESIGN

DRAWN

DESCRIPTION

REV

HOWARD PASS ACCESS ROAD PRELIMINARY ROAD DESIGN 20112946-01 SCALE: H=1:5,000, V=1:1,000

CIVIL PLAN/PROFILE STA 14+800 TO STA 18+500 DRAWING

REVISION

2946-01-c-105

B

SHEET

7

25

SCALE(S) SHOWN ARE INTENDED FOR ANSI D (22X34) SIZE DRAWINGS, TABLOID (11X17) SIZE DRAWINGS ARE 1/2 OF SCALE(S) SHOWN UNLESS NOTED OTHERWISE

MAJOR BRIDGE/CULVERT CROSSINGS H24

CULVERT DIAMETER (mm) 1400

Q200 (m³/s) 0.92

H25

2700

0.67

CROSSING ID

R320

18+70 0

18+900

18+800

SOIL TYPES

N/A

C84

C8

100

R2 60

20

1

C86

00

0

C82

20

+3 00

00 9+1

C85

00 21+

C83

R30 0

20+500

21+40 0

C87

C88

R500

21+50

0

21+600

R400

21+700

21+800

C89 R500

21+9

00

00 20+8

20+700

20+600

21+100

21+300

0

21+20

900 20+

R700

20+400

R300

R350

R350

+2

SEE SHEET: 9

20+

MODERATELY WELL DRAINED RUBBLY SANDY SILT TO RUBBLY SAND

MODERATELY WELL DRAINED RUBBLY SANDY SILTY MORRAINAL BLANKETS

IMPERFECTLY TO MODERATELY WELL DRAINED SANDY DIAMICTON SILTY MORRAINAL BLANKETS

CLEARING

sq. m

68,296

EXCAVATION

cu. m

41,255

EMBANKMENT

cu. m

45,306

SURFACING

cu. m

9,849

22+000

22+100

PERMAFROST

C90 0 22+30

22+200

WELL DRAINED RUBBLY SILTY SAND TO RUBBLY SAND WELL DRAINED RUBBLY SANDT GLACIOFLUVIAL OUTWASH SEDIMENTS

LEFT TIE SLOPE

C 1.25:1 F 1.5:1

C 1.5:1 F 1.5:1

RIGHT TIE SLOPE

C 1.25:1 F 1.5:1

C 1.5:1 F 1.5:1

DESIGN SPEED

km/hr

70

1230

1220

1220

1210

1210

1200

1200

18+700

18+800

18+900

19+000

19+100

19+300

19+400

19+500

19+600

19+800

19+900

20+000

20+100

20+200

20+300

20+400

-5.70

%

1180

Lvc: 120.000 m PVIS: 21+971.64 PVIE: 1135.400 AD: -3.29% K: 36.53

1170

EVCS: 22+031.64 EVCE: 1131.594

BVCS: 21+911.643 BVCE: 1137.234

EVCS: 21+840.24 EVCE: 1139.417

BVCS: 21+640.244 BVCE: 1139.362

EVCS: 20+939.21 EVCE: 1138.645

BVCS: 20+669.213 BVCE: 1145.294

EVCS: 20+608.84 EVCE: 1144.826

BVCS: 20+508.845 BVCE: 1142.433

Lvc: 200.000 m PVIS: 21+740.24 PVIE: 1142.474 AD: -6.17% K: 32.42

+0.78%

+4.01%

1160 1150 1140

-3.06%

+3.11%

-6.3

1130

BVCE: 1126.867 BVCS: 22+106.183

EVCE: 1129.665 EVCS: 21+328.64

BVCE: 1133.547 BVCS: 21+028.644

4%

Lvc: 95.000 m PVIS: 20+442.04 PVIE: 1139.752 AD: 3.22% K: 29.51

Lvc: 110.000 m PVIS: 19+966.41 PVIE: 1127.156 AD: 4.19% K: 26.28

19+700

1190

Lvc: 270.000 m PVIS: 20+804.21 PVIE: 1146.340 AD: -6.48% K: 41.70

Lvc: 100.000 m PVIS: 20+558.84 PVIE: 1144.439 AD: -3.24% K: 30.89

EVCE: 1141.658 EVCS: 20+489.54

EVCE: 1128.907 EVCS: 20+021.41

Lvc: 115.000 m PVIS: 19+547.50 PVIE: 1131.358 AD: 4.05% K: 28.38

19+200

EVCS: 20+383.21 EVCE: 1139.286

BVCS: 20+288.206 BVCE: 1137.398 +3.18%

-1.00%

Lvc: 130.000 m PVIS: 19+079.03 PVIE: 1137.931 AD: 4.45% K: 29.19

1090

+0.79%

%

BVCE: 1127.708 BVCS: 19+911.413

PVIE: 1146.498 AD: 2.53% 1100 K: 39.57

-5.06

EVCE: 1130.781 EVCS: 19+605.00

Lvc: 100.000 m

1110 PVIS: 18+573.38

18+600

+1.05% BVCE: 1140.144 BVCS: 19+014.035

1120

-3.40%

EVCE: 1146.626 EVCS: 18+623.38

BVCE: 1147.634 BVCS: 18+523.378

1130

+0.26%

Lvc: 95.000 m PVIS: 20+335.71 PVIE: 1138.909 AD: -2.39% K: 39.75

BVCE: 1134.265 BVCS: 19+489.997

-21150 .27%

BVCS: 19+266.795 BVCE: 1139.902

1160

EVCE: 1138.614 EVCS: 19+144.03

1170

Lvc: 185.000 m PVIS: 19+359.29 PVIE: 1140.873 AD: -6.11% K: 30.30

EVCS: 18+877.09 EVCE: 1144.804

BVCS: 18+742.091 BVCE: 1146.929

1180

BVCE: 1139.376 BVCS: 20+394.538

Lvc: 135.000 m PVIS: 18+809.59 PVIE: 1147.102 AD: -3.66% K: 36.90

EVCS: 19+451.79 EVCE: 1136.196

1190

1140

22+400

R300

8.5

1230

DATE: 2014-12-17, Jonathan Ford

N/A

20+ 000

ROAD WIDTH

\\s-kel-fs-01\projects\20112946\01_14_HPAR_prmtg_upd\Working_Dwgs\100_Civil\2946-01-C-101.dwg

2014/11/01

C80

1

0 19+00

2009-W01

CROSSING H23

C74

N/A

MATCHLINE

18+600

R800

N/A

STA: 22+200

:7 SEE SHE ET MATCHL INE STA : 18+500

18+500

00 19+6

00

2014/10/24

R205

200 19+

C75

R1000

19+9

2009-W01

4

18+400

C73

00 19+4

0 R30

19+500

19+800

00 +7 19

LOADING CAPACITY

H2

18+300

300 19+

0

C77

R205

BRIDGE DIMENSIONS

G

R1000

R100

C79

R205

INSTALLATION DATE

IN SS

C 72

C76

C78

WATER LICENSE

O CR

5 G H2 SSIN CRO

THIS DRAWING IS FOR THE USE OF THE CLIENT AND PROJECT INDICATED - NO REPRESENTATIONS OF ANY KIND ARE MADE TO OTHER PARTIES

IF NOT 50 mm ADJUST SCALES 50 mm

Lvc: 300.000 m PVIS: 21+178.64 PVIE: 1124.997 AD: 8.81% K: 34.04

20+500

20+600

20+700

20+800

20+900

21+000

PRELIMINARY/ FOR DISCUSSION

21+100

21+200

1120 1110 1100

Lvc: 120.000 m PVIS: 22+166.18 1090 PVIE: 1123.061 AD: 2.44% K: 49.28

21+300

21+400

21+500

21+600

21+700

21+800

21+900

22+000

22+100

SELWYN CHIHONG MINING LTD.

NOT FOR CONSTRUCTION

B

2014DEC17

S. KING

J. FORD

ISSUED FOR REVIEW

A

2014NOV28

S. KING

J. FORD

ISSUED FOR REVIEW

DATE

DESIGN

DRAWN

DESCRIPTION

REV

HOWARD PASS ACCESS ROAD PRELIMINARY ROAD DESIGN 20112946-01 SCALE: H=1:5,000, V=1:1,000

CIVIL PLAN/PROFILE STA 18+500 TO STA 22+200 DRAWING

REVISION

2946-01-c-106

B

SHEET

8

25

SCALE(S) SHOWN ARE INTENDED FOR ANSI D (22X34) SIZE DRAWINGS, TABLOID (11X17) SIZE DRAWINGS ARE 1/2 OF SCALE(S) SHOWN UNLESS NOTED OTHERWISE

H21

CULVERT DIAMETER (mm) 800

Q200 (m³/s) 0.08

H22

800

H23

2000

CROSSING ID

INSTALLATION DATE

BRIDGE DIMENSIONS

LOADING CAPACITY

2009-W01

2014/10/22

N/A

N/A

0.16

2009-W01

2014/10/13

N/A

N/A

1.39

2009-W01

2014/10/22

N/A

N/A

HE ET :8

C8 9

WATER LICENSE

SE ES

R5 00

+20 0

22+300

22

+5

R2 2

25+

R450

700

25+

0

00

CRO S

22+

22+

22+ 800

22+

900 00

R600

23+100

300

23+

R50

0

24+ 400

24+

23+300

23+200

C98

500

R600

600 25+ 500 25+

24+ 6

500 23+

C93

23+ 0

C97

24+

00 23+8

23+700

0

60 23+

24+200

900

R300

R300

700

00 24+0

C95

C94

600

24+100

25+90

800

C96

C9 2

400 23+

00

400 25+

C99

24+700

300

25+

R550

24+800

24+900

25+000

26+100

00 25+2

25+100

MODERATELY WELL DRAINED SANDY DIAMICTON SILTY MORAINAL DEPOSITS

CLEARING

sq. m

67,705

EXCAVATION

cu. m

27,010

EMBANKMENT

cu. m

46,148

SURFACING

cu. m

9,849

ROAD WIDTH

8.5

LEFT TIE SLOPE

C 1.5:1 F 1.5:1

RIGHT TIE SLOPE

C 1.25:1 F 1.25:1

C 1.5:1 F 1.5:1

DESIGN SPEED

km/hr

1210

70

1210

1200

1200

1190

1190

1180

1180

1070

22+300

22+400

22+500

22+600

22+700

22+800

22+900

23+000

23+100

23+200

23+500

23+600

23+700

23+800

23+900

24+100

24+200

24+300

24+400

24+500

24+700

PRELIMINARY/ FOR DISCUSSION

24+800

24+900

EVCS: 25+833.96 EVCE: 1114.463

BVCS: 25+653.964 BVCE: 1120.872

EVCS: 25+571.26 EVCE: 1121.398

BVCS: 25+471.261 BVCE: 1121.150

1150

25+000

25+100

25+200

25+300

1140 1130 1120

-6.4

8%

1110 1100 1090

Lvc: 120.021 m PVIS: 25+329.64 PVIE: 1119.545 AD: 0.66% K: 180.70

Lvc: 170.000 m PVIS: 24+772.55 PVIE: 1112.148 AD: 3.00% K: 56.62

24+600

1160

EVCE: 1120.225 EVCS: 25+389.65

BVCE: 1119.263 BVCS: 25+269.630

EVCE: 1114.403 EVCS: 24+857.55

BVCE: 1112.445 BVCS: 24+687.554

EVCE: 1112.816 EVCS: 24+581.46

EVCE: 1112.416 EVCS: 24+132.16

24+000

-0.35%

Lvc: 180.000 m PVIS: 25+743.96 PVIE: 1120.298 AD: -5.85% K: 30.78

-0.64%

+1.13%

+0.47%

+2.65%

Lvc: 120.000 m PVIS: 24+521.46 PVIE: 1113.026 AD: 0.96% K: 125.16

Lvc: 190.000 m PVIS: 24+037.16 PVIE: 1110.376 AD: 6.11% K: 31.11

EVCS: 25+061.56 EVCE: 1118.287

BVCS: 24+921.561 BVCE: 1116.101

-1.31%

+2.15%

BVCE: 1114.138 BVCS: 23+942.160

Lvc: 90.000 m PVIS: 23+638.22 PVIE: 1117.202 AD: 2.77% K: 32.44

23+400

BVCS: 24+222.168 BVCE: 1114.349

-3.96%

Lvc: 100.000 m PVIS: 25+521.26 PVIE: 1121.717 AD: -1.77% K: 56.48

Lvc: 140.000 m PVIS: 24+991.56 PVIE: 1117.958 AD: -2.18% K: 64.11

Lvc: 150.000 m PVIS: 24+297.17 PVIE: 1115.960 AD: -3.46% K: 43.40

EVCS: 23+920.82 EVCE: 1114.983

BVCS: 23+745.816 BVCE: 1117.889

BVCE: 1118.162 BVCS: 23+593.221

+0.64%

EVCE: 1117.489 EVCS: 23+683.22

BVCS: 23+400.782 BVCE: 1120.921

23+300

Lvc: 175.000 m PVIS: 23+833.32 PVIE: 1118.448 AD: -4.60% K: 38.05

-2.14%

Lvc: 80.000 m PVIS: 23+297.16 PVIE: 1120.801 AD: 1.34% K: 59.72

Lvc: 170.000 m PVIS: 22+824.55 PVIE: 1114.855 AD: 6.72% K: 25.29

Lvc: 140.000 m PVIS: 22+384.14 PVIE: 1114.546 AD: 5.15% K: 27.20

+0.12% EVCE: 1120.847 EVCS: 23+337.16

1090

Lvc: 120.000 m PVIS: 22+166.18 PVIE: 1080 1123.061 AD: 2.44% K: 49.28

BVCE: 1116.286 BVCS: 22+739.548

1100

EVCE: 1115.414 EVCS: 22+454.14

1110

-1.22%

%

+5.04

-1.68%

+1.24%

BVCE: 1117.281 BVCS: 22+314.135

EVCE: 1120.717 EVCS: 22+226.18

1120 -3.91%

BVCE: 1121.290 BVCS: 23+257.156

1130

Lvc: 120.000 m PVIS: 23+460.78 PVIE: 1120.990 AD: -2.25% K: 53.32

EVCE: 1119.137 EVCS: 22+909.55

1140

EVCS: 22+708.29 EVCE: 1116.812

BVCS: 22+588.286 BVCE: 1117.078

1150

BVCS: 22+916.860 BVCE: 1119.506

Lvc: 120.000 m PVIS: 22+648.29 PVIE: 1117.822 AD: -2.92% K: 41.04

EVCS: 23+106.86 EVCE: 1123.130

1160

1170

Lvc: 190.000 m PVIS: 23+011.86 PVIE: 1124.292 AD: -6.26% K: 30.34

EVCS: 23+520.78 EVCE: 1119.709

1170

DATE: 2014-12-17, Jonathan Ford

26+000

0

22+4 00

SING

H23

TA ES LIN

C91 R25 0

CROSSING H21

TC H

R500

R300

HLIN MATC

: 22

22+ 200

MA

C100

C90

BVCE: 1113.811 BVCS: 24+461.458

22+ 100

EVCS: 24+372.17 EVCE: 1114.979

22+ 000

SOIL TYPES

\\s-kel-fs-01\projects\20112946\01_14_HPAR_prmtg_upd\Working_Dwgs\100_Civil\2946-01-C-101.dwg

ET: 10 E SHE E S 0 0 : 25+9 E STA

MAJOR BRIDGE/CULVERT CROSSINGS

CROSSING H22

THIS DRAWING IS FOR THE USE OF THE CLIENT AND PROJECT INDICATED - NO REPRESENTATIONS OF ANY KIND ARE MADE TO OTHER PARTIES

IF NOT 50 mm ADJUST SCALES 50 mm

1080 1070

25+400

25+500

25+600

25+700

25+800

SELWYN CHIHONG MINING LTD.

NOT FOR CONSTRUCTION

B

2014DEC17

S. KING

J. FORD

ISSUED FOR REVIEW

A

2014NOV28

S. KING

J. FORD

ISSUED FOR REVIEW

DATE

DESIGN

DRAWN

DESCRIPTION

REV

HOWARD PASS ACCESS ROAD PRELIMINARY ROAD DESIGN 20112946-01 SCALE: H=1:5,000, V=1:1,000

CIVIL PLAN/PROFILE STA 22+200 TO STA 25+900 DRAWING

REVISION

2946-01-c-107

B

SHEET

9

25

SCALE(S) SHOWN ARE INTENDED FOR ANSI D (22X34) SIZE DRAWINGS, TABLOID (11X17) SIZE DRAWINGS ARE 1/2 OF SCALE(S) SHOWN UNLESS NOTED OTHERWISE

SING CROS 2

28+80

R10

0

00

28+ 90

000

29

+1

00 29

+2

+3

400

29

+4 00

26+

HE ET :

00

C1 00 0

50

00 26+2

13

R5

29 +

SE ES

29

11

00

00 26+6

0 29

Q200 (m³/s) 0.22

H19

2200

H20

Bridge

WATER LICENSE

INSTALLATION DATE

BRIDGE DIMENSIONS

LOADING CAPACITY

2009-W01

2014/10/18

N/A

N/A

0.58

2009-W01

2014/10/19

N/A

N/A

3.04

2009-W01

2014/03/31

4876X15660

90 680 KG G.V.W.

WELL DRAINED MORAINAL BLANKETS OVER BEDROCK

MODERATELY WELL TO IMPERFECTLY DRAINED SANDY DIAMICTON SILTY MORAINAL DEPOSITS

CLEARING

sq. m

63,051

EXCAVATION

cu. m

26,306

EMBANKMENT

cu. m

43,831

SURFACING

cu. m

9,849

29+

800

MA

H18

CULVERT DIAMETER (mm) 1000

29+ 700

TC

MAJOR BRIDGE/CULVERT CROSSINGS CROSSING ID

00

HL INE ST A: 2

+6

ROAD WIDTH

MODERATELY WELL TO IMPERFECTLY DRAINED SANDY DIAMICTON SILTY MORAINAL DEPOSITS

BLOCKY RUBBLY SANDY ALLUVIAL FAN

8.5

LEFT TIE SLOPE

C 1.5:1 F 1.5:1

RIGHT TIE SLOPE

C 1.5:1 F 1.5:1

DESIGN SPEED

km/hr

1190

70

1190

1180

1180

1170

1170

1160

1160

Lvc: 220.000 m PVIS: 26+207.26 PVIE: 1090.258 AD: 8.81% K: 24.97

1050

26+000

26+100

26+200

26+300

26+400

26+500

26+600

26+700

26+800

26+900

27+000

27+100

27+200

27+300

27+400

Lvc: 100.000 m PVIS: 27+749.78 PVIE: 1091.057 AD: 2.47% K: 40.45

27+500

27+600

27+700

27+800

27+900

28+000

28+100

Lvc: 170.000 m PVIS: 28+263.86 PVIE: 1085.808 AD: 5.91% K: 28.76

28+200

28+300

28+400

PRELIMINARY/ FOR DISCUSSION

28+500

28+600

28+700

28+900

1100 1090

EVCE: 1096.592 EVCS: 29+293.34

BVCE: 1094.888 BVCS: 29+153.341

EVCE: 1092.494 EVCS: 28+858.95

28+800

29+000

29+100

1130

1110

1080 1070

Lvc: 140.000 m PVIS: 29+223.34 PVIE: 1095.458 AD: 0.81% K: 173.38

Lvc: 150.000 m PVIS: 28+783.95 PVIE: 1091.884 AD: 3.91% K: 38.40

1140

1120

+1.62%

+0.81%

BVCE: 1094.203 BVCS: 28+708.946

+0.14%

Lvc: 140.000 m PVIS: 27+952.42 PVIE: 1085.364 AD: 2.95% K: 47.43

BVCS: 29+387.109 BVCE: 1098.112

BVCS: 28+356.147 BVCE: 1091.394 5%

+6.0

-2.81%

Lvc: 100.000 m PVIS: 27+321.07 PVIE: 1104.566 AD: 1.61% K: 62.30

-3.09%

EVCE: 1090.953 EVCS: 28+348.86

1060

%

BVCE: 1085.687 BVCS: 28+178.861

1070

EVCE: 1092.818 EVCS: 26+317.26

BVCE: 1097.390 BVCS: 26+097.263

1090

-5.28

EVCE: 1104.454 EVCS: 27+371.07

+2.33%

1080

-0.23%

EVCE: 1085.464 EVCS: 28+022.42

+1.84%

BVCE: 1093.698 BVCS: 27+699.777

8%

BVCE: 1105.481 BVCS: 27+271.069

1100

-6.4

-1.83%

Lvc: 300.000 m PVIS: 29+537.11 PVIE: 1100.543 AD: -3.88% K: 77.22

Lvc: 300.000 m PVIS: 28+506.15 PVIE: 1100.474 AD: -9.15% K: 32.80

EVCS: 27+581.69 EVCE: 1099.934

1110

BVCS: 27+421.693 BVCE: 1104.340

1120

1150

Lvc: 160.000 m PVIS: 27+501.69 PVIE: 1104.159 AD: -5.06% K: 31.64

EVCS: 27+180.87 EVCE: 1107.132

BVCS: 26+567.349 BVCE: 1098.640

1130

BVCS: 27+000.874 BVCE: 1107.120

1140

EVCS: 26+767.35 EVCE: 1102.812

Lvc: 200.000 m PVIS: 26+667.35 PVIE: 1100.968 AD: -0.48% K: 413.78

EVCS: 28+656.15 EVCE: 1095.836

Lvc: 180.000 m PVIS: 27+090.87 PVIE: 1108.780 AD: -3.67% K: 48.98

1150

DATE: 2014-12-17, Jonathan Ford

C11

28+700

29+

BVCE: 1087.330 BVCS: 27+882.423

00

28+600

0

EVCE: 1089.652 EVCS: 27+799.78

7 25+

26+100

28+500

2

L MATCH

2 5+

80 0

26+000

28+400

300 26+

R400

R500

25+900

UNNAMED CREEK

CROSSING H20

9 E E T: EE SH S 0 0 9 A: 25+ INE ST C100

0 26+50

27+600

00 6+7

R280

R280

27+000

27+1

27+500

27+400

27+300

27+200

27+700

26+

C103

C102

26+900

R250

0 27+90

27+800

28+300

9 G H1

C101

800

00

R280

R280

R250

R450

C 105

C104

C108

28+200

9+ 60 0

C107

C106

R5000

28+100

0 28+00

R2000

SOIL TYPES

\\s-kel-fs-01\projects\20112946\01_14_HPAR_prmtg_upd\Working_Dwgs\100_Civil\2946-01-C-101.dwg

C111

R500

C109

H18

C110

SSIN CRO

THIS DRAWING IS FOR THE USE OF THE CLIENT AND PROJECT INDICATED - NO REPRESENTATIONS OF ANY KIND ARE MADE TO OTHER PARTIES

IF NOT 50 mm ADJUST SCALES 50 mm

29+200

29+300

1060 1050

29+400

29+500

SELWYN CHIHONG MINING LTD.

NOT FOR CONSTRUCTION

B

2014DEC17

S. KING

J. FORD

ISSUED FOR REVIEW

A

2014NOV28

S. KING

J. FORD

ISSUED FOR REVIEW

DATE

DESIGN

DRAWN

DESCRIPTION

REV

HOWARD PASS ACCESS ROAD PRELIMINARY ROAD DESIGN 20112946-01 SCALE: H=1:5,000, V=1:1,000

CIVIL PLAN/PROFILE STA 25+900 TO STA 29+600 DRAWING

REVISION

2946-01-c-108

B

SHEET

10

25

30+400

30+500

30+60

18

C1

R50 0

0

R2

50

30+ 700

32+8

00

+9

32

C116

31+

100

R600

31+2

00

31+300

00

+2

32

5

R20

31+400

31+600

31+500

33+

500

00

0 32+

31+900

31+800

400

00 +1 32

7 C11

31+700

33+

: 12 ET HE

00

200

33+

33+100

K

31 +0

+3 32

300 33+

R130

R205

EE CR

30 +9 00

00

C122

C121

R205

33+000

00

ponding area

30 +8 00

C120

32

R105

ES SE

0 +40

32+600

32+500

32+700

C123

C MA

SHEET +600 SEE 9 2 : A T S E MATCHLIN

30+300

00 3+3 A: 3 ST

30+200

C11 5

IN E HL

29+700

29+600

29+900

29+800

R205

30+100

6 H1

29+400

29+500

C119

R1028

30+000

G SIN

R5000

OS CR

C113

C114

TC MA

: 10

SCALE(S) SHOWN ARE INTENDED FOR ANSI D (22X34) SIZE DRAWINGS, TABLOID (11X17) SIZE DRAWINGS ARE 1/2 OF SCALE(S) SHOWN UNLESS NOTED OTHERWISE

CROSSING H17

THIS DRAWING IS FOR THE USE OF THE CLIENT AND PROJECT INDICATED - NO REPRESENTATIONS OF ANY KIND ARE MADE TO OTHER PARTIES

IF NOT 50 mm ADJUST SCALES 50 mm

MAJOR BRIDGE/CULVERT CROSSINGS H16

CULVERT DIAMETER (mm) Bridge

Q200 (m³/s) 69.50

H17

1000

special

CROSSING ID

SOIL TYPES

MODERATELY WELL TO IMPERFECTLY DRAINED SANDY DIAMICTON SILTY MORRAINAL DEPOSITS WITH PERMAFROST LIKELY sq. m

EXCAVATION

cu. m

17,117

EMBANKMENT

cu. m

45,117

SURFACING

cu. m

9,849

C 1.5:1 F 1.5:1

RIGHT TIE SLOPE

C 1.5:1 F 1.5:1

2014/10/17

N/A

N/A

29+800

29+900

30+000

EVCS: 32+936.93 EVCE: 1018.023

1040 1030 -1.60%

Lvc: 120.000 m PVIS: 32+312.25 PVIE: 1021.558 AD: 2.79% K: 43.05

30+200

30+300

30+400

30+500

30+600

30+700

30+800

30+900

31+000

31+100

31+200

31+300

31+400

31+500

31+600

31+700

31+800

31+900

32+000

32+100

PRELIMINARY/ FOR DISCUSSION

32+200

32+300

32+400

32+500

32+600

32+700

32+800

32+900

33+000

33+100

1010 1000 990

Lvc: 80.000 m 980 PVIS: 33+273.74 PVIE: 1016.844 AD: 2.03% K: 39.33 970

Lvc: 80.000 m PVIS: 33+105.37 PVIE: 1015.328 AD: 2.50% K: 31.99

1050 970

30+100

1020

+0.90% BVCE: 1016.484 BVCS: 33+233.739

BVCS: 32+866.932 BVCE: 1018.760

-0.50%

Lvc: 100.000 m PVIS: 32+090.20 PVIE: 1028.868 AD: 3.36% K: 29.79

1070 990 1060 980

Lvc: 300.000 m PVIS: 29+993.77 PVIE: 1090.205 AD: 3.18% K: 94.38

1050

-3.29%

Lvc: 140.000 m PVIS: 31+404.86 PVIE: 1044.781 AD: 4.18% K: 33.49

1080 1000 -5.63 %

5%

1050

EVCE: 1015.688 EVCS: 33+145.37

EVCE: 1091.577 EVCS: 30+143.77

BVCE: 1093.601 BVCS: 29+843.766

1090 1010

-6.6

1060

BVCE: 1015.968 BVCS: 33+065.375

+0.91%

1090

Lvc: 100.000 m PVIS: 31+082.85 PVIE: 1055.674 AD: 2.25% K: 44.49

-3.87%

EVCE: 1045.340 EVCS: 31+474.86

1100 1020

+0.80%

EVCE: 1053.983 EVCS: 31+132.85

1110 1030

BVCE: 1058.489 BVCS: 31+032.850

1120 1040

-3.38%

BVCE: 1047.149 BVCS: 31+334.861

-2.26%

1130 1050 EVCS: 30+503.05 EVCE: 1088.319

BVCS: 30+303.046 BVCE: 1093.035

EVCS: 29+687.11 EVCE: 1097.148

Lvc: 200.000 m PVIS: 30+403.05 PVIE: 1093.950 AD: -6.55% K: 30.56

Lvc: 70.000 m PVIS: 32+901.93 PVIE: 1018.583 AD: -1.10% K: 63.89

EVCE: 1021.255 EVCS: 32+372.25

1140 1060

1070

BVCE: 1023.533 BVCS: 32+252.252

1150 1070

1110

1080

EVCE: 1027.222 EVCS: 32+140.20

1150

Lvc: 140.000 m PVIS: 31+952.29 PVIE: 1038.037 AD: -2.77% K: 50.46 EVCS: 32+022.29 EVCE: 1033.383

1160 1080

29+700

2009-W01

RUBBLY SAND TO SANDY RUBBLE

BVCE: 1032.192 BVCS: 32+040.199

1160

1060

90 680 KG G.V.W.

1090

Lvc: 200.000 m PVIS: 31+714.47 PVIE: 1047.251 AD: -4.67% K: 42.81

BVCS: 31+882.293 BVCE: 1040.749

1170 1090

1070

4876X48669

1100

EVCS: 31+814.47 EVCE: 1043.377

1170

1080

2014/03/31

50

BVCS: 31+614.469 BVCE: 1046.453

1180 1100

1100

2009-W01

70

1190 1110

Lvc: 300.000 m 1140 PVIS: 29+537.11 PVIE: 1100.543 AD: -3.88% 1130 K: 77.22

DATE: 2014-12-17, Jonathan Ford

\\s-kel-fs-01\projects\20112946\01_14_HPAR_prmtg_upd\Working_Dwgs\100_Civil\2946-01-C-101.dwg

km/hr

1180

1110

LOADING CAPACITY

8.5

LEFT TIE SLOPE

1120

BRIDGE DIMENSIONS

54,321

MODERATELY WELL TO IMPERFECTLY DRAINED SANDY DIAMICTON SILTY MORRAINAL DEPOSITS

ROAD WIDTH

DESIGN SPEED

INSTALLATION DATE

MODERATELY WELL TO IMPERFECTLY DRAINED SANDY DIAMICTON SILTY MORRAINAL DEPOSITS

CLEARING

1190

WATER LICENSE

PVIS: 33+273.7 PVIE: 1016.844

33+200

SELWYN CHIHONG MINING LTD.

NOT FOR CONSTRUCTION

B

2014DEC17

S. KING

J. FORD

ISSUED FOR REVIEW

A

2014NOV28

S. KING

J. FORD

ISSUED FOR REVIEW

DATE

DESIGN

DRAWN

DESCRIPTION

REV

HOWARD PASS ACCESS ROAD PRELIMINARY ROAD DESIGN 20112946-01 SCALE: H=1:5,000, V=1:1,000

CIVIL PLAN/PROFILE STA 29+600 TO STA 33+300 DRAWING

REVISION

2946-01-c-109

B

SHEET

11

25