rIntersection Addendum...Under no circumstances may this Report or any extract or summary thereof be...

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Project: BHP Potash Export Facility at Fraser Surrey Docks – Traffic Impact Study

Our reference: 387244-MMD-00-P0-MO-TE-0001 Your reference:

Prepared by: C. Au Date: 2018-07-13

Approved by: S. Riddick Checked by: A. Wells

Subject: Timberland Road & Westran Access Intersection

1 Introduction

BHP Billiton Canada Inc. (BHP) is currently permitting a proposed bulk potash export facility (the Project)

under the Vancouver Fraser Port Authority’s Project and Environmental Review (PER) process. A Traffic

Impact Assessment (387244-MMD-00-P0-RP-TE-0001) has been previouisly submitted in support of this

application.

The original Traffic Impact Assessment examined the following key intersections:

● Highway 17 NB Ramp and Tannery Rd;

● Highway 17 SB Ramp and Tannery Rd;

● Timberland Rd and Tannery Rd;

● Plywood Rd and Robson Rd; and

● Elevator Rd and Robson Rd.

The Timberland Road / TMS Ltd. Access / Westran Intermodal Ltd. Access intersection (indicated on Figure

1) had previously been omitted. This technical note acts as an addendum to the Traffic Impact Assessment

previously submitted to BHP to include the analysis for this study intersection. Additional traffic counts were

completed and the Synchro models adjusted to account for the additional intersection. Included in the

following sections are summaries of the turning movements and intersection conditions for the scenarios

previously assessed.

Technical Note

lbijman

Typewriter

40600-RE-RPT-55100 Revision 0 July 26, 2018 Timberland Road and Westran Access Intersection Addendum

Mott MacDonald 2 Timberland Road & Westran Access Intersection

BHP Potash Export Facility at Fraser Surrey Docks – Traffic Impact Study

Figure 1: Study Intersection

Timberland Rd is one of the main access roads into Fraser Surrey Docks and is a key trucking route. The

intersection is a four-way stop intersection without any signalling implemented. Access to the Westran

Intermodal and TMS Ltd is provided by the intersection. A north-south running railway line, owned and

operated by the Southern Railway of British Columbia (SRY) runs adjacent to Timberland Rd; the

intersection also serves as an at-grade crossing, protected only by road signage.

The turning movement lanes described in the following sections are illustrated below in Figure 2 for better

clarity.

Figure 2: Turning movements diagram

N

N



2 Existing Conditions

From the original study, the peak hours at the site were observed to be from 6:30AM to 7:30AM and

3:00PM to 4:00PM. An additional traffic count was completed at the Timberland Rd and Westran Access

intersection on Tuesday, June 26, 2018 during these two peak hours. The counts are summarized in Table

1 below, while the Turning Movements Counts Sheets are included in Appendix A.

Table 1: Surveyed Peak-hour Turning Movements at Study Intersection

Intersection Lane AM

All movements PM

All movements

Timberland Rd

/ TMS Ltd.

Access /

Westran

Intermodal Ltd.

Access

EBL 65 309

EBT n/a n/a

EBR n/a n/a

WBL n/a n/a

WBT 5 0

WBR 6 11

NBL n/a n/a

NBT 2 8

NBR n/a n/a

SBL 23 8

SBT 15 13

SBR 274 111

A key observation was noted by the traffic surveyor. Traffic users tended to not obey the road markings; in

particular, those engaging in the SBR movement were seen to proceed without decreasing in speed, let

alone slowing to a full stop.

The original traffic counts used to build the Synchro models were undertaken in August 2017 (14th to 20th).

In order to account for seasonal differences and yearly growth, the observed numbers were multiplied by a

factor to balance with the pre-existing Synchro model volumes. The balanced values entered into the model

along with the applied factor value are presented in Table 2. The Synchro layout for this scenario as well as

the future cases are included in Appendix B, and supersede the previous Synchro plots.

Table 2: Factored Turning Movements at Study Intersection


All movements PM

All movements

Timberland Rd

/ TMS Ltd.

Access /

Westran

Intermodal Ltd.

Access

Factor 0.8767 0.7988

EBL 57 247

EBT n/a n/a

EBR n/a n/a

WBL n/a n/a

Factor n/a n/a

WBT 5 0

Factor 0.8767 0.7988

WBR 5 9

NBL n/a n/a

NBT 2 6

NBR n/a n/a

Factor 1.0128 1.0985

SBL 23 9

SBT 15 14

SBR 278 122



With these inputs added into the Synchro model, the intersection conditions for the key and study

intersections are presented in Table 3 below. Similar to the original analysis, the intersection traffic

operations were summarized based on:

● Level of Service (LOS) values ranging from LOS A (no delays) to LOS F (fully saturated); and

● Average delays per movement.

The Synchro software program (Version 10.1) was utilised to calculate the LOS values and average delays.

Table 3: Existing Intersection Conditions

Intersection Control Type

AM Peak 6:30 – 7:30

PM Peak 3:00 – 4:00

LOS (Average Delay

in seconds)

LOS (Average Delay

in seconds)

Highway 17 NB Ramp / Tannery

Signalised B

(12.2) B

(10.7)

Highway 17 SB Ramp / Tannery

Signalised B

(15.0) B

(18.8)

Timberland / Tannery Signalised A

(9.3) A

(9.2)

Plywood / Robson Free / Yield A

(0.0) A

(2.6)

Elevator / Robson Free / Yield A

(0.0) A

(0.3)

Timberland / TMS/Intermodal

Stop A

(8.4) B

(9.1)

3 Opening Day Conditions (2023)

The opening day scenario includes the new Fraser Grain Terminals (FGT) facility and the expansion within

FSD for the new Coal Export Facility. Changes assumed for the traffic in the original analysis are carried

through the network and incorporated into the turning movements of the study intersection (Table 4).

Table 4: Opening Day Study Intersection Turning Movements


All movements PM

All movements

Timberland Rd / TMS Ltd. Access / Westran Intermodal Ltd. Access

EBL 63 262

EBT n/a n/a

EBR n/a n/a

WBL n/a n/a

WBT 5 0

WBR 5 9

NBL n/a n/a

NBT 2 6

NBR n/a n/a

SBL 23 9

SBT 15 14

SBR 296 131



The anticipated weekday AM and PM peak hour intersection conditions for the opening day at the key and

study intersection are presented in Table 5.

Table 5: Opening Day Intersection Conditions


AM Peak 6:30 – 7:30

PM Peak 3:00 – 4:00

LOS (Average Delay

in seconds)

LOS (Average Delay

in seconds)


Signalised B

(13.6) B

(11.0)


Signalised B

(14.9) B

(18.9)


(9.4) A

(9.3)


(0.0) A

(2.3)


(0.0) A

(0.3)


Stop A

(8.6) A

(9.3)

4 Opening Day + Project Conditions

The assumed traffic changes for the additional road accesses for the Project are carried through the study

intersection. The resulting turning movements are presented in Table 6.

Table 6: Opening Day + Project Study Intersection Turning Movements


All movements PM

All movements


EBL 73 283

EBT n/a n/a

EBR n/a n/a

WBL n/a n/a

WBT 5 0

WBR 5 9

NBL n/a n/a

NBT 2 6

NBR n/a n/a

SBL 23 9

SBT 15 14

SBR 314 138

The anticipated weekday AM and PM peak hour intersection conditions for the opening day with Project at

the key and study intersection are presented in Table 7.



Table 7: Opening Day + Project Intersection Conditions


AM Peak 6:30 – 7:30

PM Peak 3:00 – 4:00

LOS (Average Delay

in seconds)

LOS (Average Delay

in seconds)


Signalised B

(13.9) B

(11.5)


Signalised B

(15.7) B

(18.8)


(9.5) A

(9.4)


(0.0) A

(1.8)


(0.4) A

(2.3)


Stop A

(8.8) A

(9.6)

5 Future Horizon Conditions (2030)

The future horizon anticipates full implementation of the proposed road network as presented by drawings

1856-001.01-Figure 1 and 40600-LO-DWG-00157-A. Table 8 summarizes the turning movements at the

intersection expected for the future horizon conditions.

Table 8: Future Horizon Study Intersection Turning Movements


All movements PM

All movements


EBL 51 238

EBT n/a n/a

EBR n/a n/a

WBL n/a n/a

WBT 5 0

WBR 5 9

NBL n/a n/a

NBT 2 6

NBR n/a n/a

SBL 23 9

SBT 15 14

SBR 219 112

The anticipated weekday AM and PM peak hour intersection conditions for the future horizon at the key and

study intersection are presented in Table 9.



Table 9: Future Horizon Intersection Conditions


AM Peak 6:30 – 7:30

PM Peak 3:00 – 4:00

LOS (Average Delay

in seconds)

LOS (Average Delay

in seconds)


Signalised B

(11.5) B

(10.7)


Signalised B

(15.5) B

(19.4)


(9.0) A

(9.2)

Plywood / Robson / Hwy 17

Free / Yield A

(7.9) A

(8.1)


(0.0) A

(2.1)


Stop A

(8.0) A

(8.9)

6 Future Horizon + Project Conditions

The redistribution and additional traffic assumed for the future horizon with Project conditions are applied to

study intersection and summarized in Table 10.

Table 10: Future Horizon + Project Study Intersection Turning Movements


All movements PM

All movements


EBL 57 247

EBT n/a n/a

EBR n/a n/a

WBL n/a n/a

WBT 5 0

WBR 5 9

NBL n/a n/a

NBT 2 6

NBR n/a n/a

SBL 23 9

SBT 15 14

SBR 231 113

The anticipated weekday AM and PM peak hour intersection conditions for the future horizon with Project at

the key and study intersection are presented in Table 11.



Table 11: Future Horizon + Project Intersection Conditions


AM Peak 6:30 – 7:30

PM Peak 3:00 – 4:00

LOS (Average Delay

in seconds)

LOS (Average Delay

in seconds)


Signalised B

(11.6) B

(10.8)


Signalised B

(16.3) B

(19.8)


(9.0) A

(9.2)

Plywood / Robson / Hwy 17

Free / Yield A

(8.0) A

(8.4)


(0.0) A

(1.9)


Stop A

(8.1) A

(9.1)

7 Conclusion

As concluded from the previous report, the Project generates minimal amount of additional traffic flowing

into the road network. As illustrated by the result tables for each scenario in this technical note:

● All intersections operate at adequate levels (LOS A or B) during both the AM and PM peak periods;

● No movements have been highlighted as a critical movement (LOS D or higher or a v/c ratio over 0.75);

and

● No changes to the LOS grades of any of the intersections.

As the expected conditions for the five previously studied intersections have had minimal or no change, the

recommendations provided at the end of the previously submitted report are retained.



Appendices



A. Intersection Turning Movement Counts

Timberland Y South of Pine Rd

Vehicle Classification SummaryProject: #5874: Mott MacDonald - Timberland Y Intersection Count

Municipality: Surrey

Weather: Clear

Passenger

Cars

Heavy

Vehicles (3 or

more axles)

Morning Volume 228 162 390

(06:30 - 07:30)% 58.5% 41.5% 100.0%

Volume

%

Afternoon Volume 315 145 460

(15:00 - 16:00)% 68.5% 31.5% 100.0%

Total Volume 543 307 850

(2 Hours)% 63.9% 36.1% 100.0%

Tuesday, June 26, 2018

Time PeriodEntering

Intersection

Vehicle Classification

Total


Project: #5874: Mott MacDonald - Timberland Y Intersection Count Morning Peak PeriodMunicipality: Surrey

Weather: Clear

Vehicle Class: All Motorized Vehicles

Peak Hour Traffic by Movement to

31

2

73

TMS Ltd. Access

279 11

65 23

15

2

NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS

left thru right left thru right left thru right left thru right N S W E

Peak Hour 23 15 274 2 65 5 6 0 0 10 0

PHF 0.44 0.54 0.74 0.25 0.71 0.63 0.50 0.00 0.00 0.83 0.00

Peak 15 X 4 52 28 372 8 92 8 12 0 0 12 0

Average Hour 23 15 274 2 65 5 6 0 0 10 0

Survey Total 23 15 274 2 65 5 6 0 0 10 0

6:30 2 5 64 2 11 1 0 0 0 2 0

6:45 13 7 72 0 12 1 1 0 0 3 0

7:00 7 1 45 0 23 2 2 0 0 3 0

7:15 1 2 93 0 19 1 3 0 0 2 0

Timberland Rd


Tim

ber

lan

d R

d

6

5

All Motorized Vehicles

15

0

7:30 AM6:30 AM

27

4

476

23

390

Wes

tran

Inte

rmo

dal

Ltd

. Acc

ess

0

390

106

119

80

10 0

Time

0.82

65

2

Total

Volumes

390

85



Weather: Clear

Vehicle Class: Passenger Cars


20

6

22

TMS Ltd. Access

180 0

22 15

11

0



Peak Hour 15 11 180 0 22 0 0

PHF 0.34 0.39 0.63 0.00 0.69 0.00 0.00

Peak 15 X 4 44 28 288 0 32 0 0

Average Hour 15 11 180 0 22 0 0

Survey Total 15 11 180 0 22 0 0

6:30 1 4 43 0 3 0 0

6:45 11 7 40 0 4 0 0

7:00 3 0 25 0 7 0 0

7:15 0 0 72 0 8 0 0

Tim

ber

lan

d R

d

0


7:30 AM6:30 AM

Timberland Rd

22

0

80

35

Wes

tran

Inte

rmo

dal

Ltd

. Acc

ess

Total

Volumes

320

Time

228

62

51

0.71

228

228

18

0

11

15

0Passenger Cars



Weather: Clear

Vehicle Class: Heavy Vehicles (3 or more axles)


10

6

51

TMS Ltd. Access

99 11

43 8

4 2



Peak Hour 8 4 94 2 43 5 6

PHF 0.50 0.50 0.73 0.25 0.67 0.63 0.50

Peak 15 X 4 16 8 128 8 64 8 12

Average Hour 8 4 94 2 43 5 6

Survey Total 8 4 94 2 43 5 6

6:30 1 1 21 2 8 1 0

6:45 2 0 32 0 8 1 1

7:00 4 1 20 0 16 2 2

7:15 1 2 21 0 11 1 3


Total

VolumesTime

6:30 AM

39

45

7:30 AM

44

43

162

162

5

6

180

2

Timberland Rd

94

4 8

Heavy Vehicles (3 or more axles)

Wes

tran

Inte

rmo

dal

Ltd

. Acc

ess

34

0.90

Tim

ber

lan

d R

d

162



Weather: Clear

Vehicle Class: Bicycles

Note:


0 0

TMS Ltd. Access

0 0

0 0

0 0

NORTH Approach SOUTH Approach WEST Approach EAST Approach BIKES in X-WALKS


Peak Hour 0 0 0 0 0 0 0 0 0 0 0

PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Peak 15 X 4 0 0 0 0 0 0 0 0 0 0 0

Average Hour 0 0 0 0 0 0 0 0 0 0 0

Survey Total 0 0 0 0 0 0 0 0 0 0 0

6:30 0 0 0 0 0 0 0 0 0 0 0

6:45 0 0 0 0 0 0 0 0 0 0 0

7:00 0 0 0 0 0 0 0 0 0 0 0

7:15 0 0 0 0 0 0 0 0 0 0 0

0


0

Wes

tran

Inte

rmo

dal

Ltd

. Acc

ess

0

0

0

7:30 AM6:30 AM

Crosswalk bike volumes shown are cyclists who rode their bike across the crosswalk and are not included in the pedestrian volume totals

0

0.00

0

Total

Volumes

Bicycles

0 0

0

0

Timberland Rd

0

0

0

0

Time

0

0

Tim

ber

lan

d R

d

0

0


Project: #5874: Mott MacDonald - Timberland Y Intersection Count Afternoon Peak PeriodMunicipality: Surrey

Weather: Clear

Vehicle Class: All Motorized Vehicles


13

2

32

8

TMS Ltd. Access

111 11

309 8

13

8



Peak Hour 8 13 111 8 309 0 11 0 0 1 0

PHF 0.50 0.65 0.52 0.50 0.68 0.00 0.55 0.00 0.00 0.25 0.00

Peak 15 X 4 16 20 212 16 456 0 20 0 0 4 0

Average Hour 8 13 111 8 309 0 11 0 0 1 0

Survey Total 8 13 111 8 309 0 11 0 0 1 0

15:00 3 4 23 2 114 0 2 0 0 0 0

15:15 1 5 17 4 79 0 5 0 0 0 0

15:30 4 2 18 2 66 0 3 0 0 1 0

15:45 0 2 53 0 50 0 1 0 0 0 0

148

111

106

Total

Volumes

460

Timberland Rd

1 0

Time

309

8


95

Tim

ber

lan

d R

d

0.78

592

460

0

460

4:00 PM3:00 PM

13

11

1

8

11

Wes

tran

Inte

rmo

dal

Ltd

. Acc

ess

0

0

All Motorized Vehicles



Weather: Clear

Vehicle Class: Passenger Cars


95

22

0

TMS Ltd. Access

90 10

207 3

2 3



Peak Hour 3 2 90 3 207 0 10

PHF 0.38 0.50 0.49 0.38 0.66 0.00 0.50

Peak 15 X 4 8 4 184 8 316 0 20

Average Hour 3 2 90 3 207 0 10

Survey Total 3 2 90 3 207 0 10

15:00 1 1 17 1 79 0 2

15:15 0 1 14 0 56 0 5

15:30 2 0 13 2 44 0 3

15:45 0 0 46 0 28 0 0

3

207

Timberland Rd

Tim

ber

lan

d R

d

315

315

Passenger Cars

Wes

tran

Inte

rmo

dal

Ltd

. Acc

ess

90

2

315

3:00 PM

74

4:00 PM

0

64

76

101

0.78

404


Total

VolumesTime

10

3



Weather: Clear

Vehicle Class: Heavy Vehicles (3 or more axles)


37

10

8

TMS Ltd. Access

21 1

102 5

11

5



Peak Hour 5 11 21 5 102 0 1

PHF 0.63 0.69 0.75 0.31 0.73 0.00 0.25

Peak 15 X 4 8 16 28 16 140 0 4

Average Hour 5 11 21 5 102 0 1

Survey Total 5 11 21 5 102 0 1

15:00 2 3 6 1 35 0 0

15:15 1 4 3 4 23 0 0

15:30 2 2 5 0 22 0 0

15:45 0 2 7 0 22 0 1

5

102

Timberland Rd

Tim

ber

lan

d R

d

145

145

Heavy Vehicles (3 or more axles)

Wes

tran

Inte

rmo

dal

Ltd

. Acc

ess

21

11

145

3:00 PM

32

4:00 PM

0

31

35

47

0.77

188


Total

VolumesTime

1

5



Weather: Clear

Vehicle Class: Bicycles

Note:


1 0

TMS Ltd. Access

1 0

0 0

0 0

NORTH Approach SOUTH Approach WEST Approach EAST Approach BIKES in X-WALKS


Peak Hour 0 0 1 0 0 0 0 0 0 0 0

PHF 0.00 0.00 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Peak 15 X 4 0 0 4 0 0 0 0 0 0 0 0

Average Hour 0 0 1 0 0 0 0 0 0 0 0

Survey Total 0 0 1 0 0 0 0 0 0 0 0

15:00 0 0 0 0 0 0 0 0 0 0 0

15:15 0 0 0 0 0 0 0 0 0 0 0

15:30 0 0 0 0 0 0 0 0 0 0 0

15:45 0 0 1 0 0 0 0 0 0 0 0

0

0

Timberland Rd

0 0

Tim

ber

lan

d R

d

1

1

Bicycles

Wes

tran

Inte

rmo

dal

Ltd

. Acc

ess

0

0

1 0

1

3:00 PM

1

4:00 PM

0

0

0

0

0.25

4


Total

VolumesTime

Crosswalk bike volumes shown are cyclists who rode their bike across the crosswalk and are not included in the pedestrian volume totals

0

0



B. Synchro Plots

Base AM.syn

07/09/2018

Tann

ery

Rd

811

145

14389200

16238

103 A

Ave

0

13020

26770

29

2060

Container Traffic 00

T MS Acce ss

5 5Westran Access 2

2315278

57

Timberland Rd

Robson Rd

Robso

n Rd

029

2083

00Robson Rd

29 Robson Rd103103

Plywood Rd00

T annery Rd

631323

10318015

112

0

250806 SFPR

1900184

SFPR

Pine

Rd

34 01 8

3

Timberland Rd 5581

Tannery Rd

9627136Pi

ne R

d

3 001 1

0 0

Elevator Rd

0 2063

Alaska Way00

Ele vato r Rd 00

Gunderson Rd 029

Robson Rd200

E lev

ator

Rd

00

SFPR 870432

SFPR

1925752

Base PM.syn

07/09/2018

T ann

ery

Rd

363 8 5

10970584

60488

103A

Ave

0

30010

12980

165

6015


TMS Access

0 9Westran Access 6

914122

247

Timberland Rd

Robson Rd

Robso

n Rd

0101

733

50 Robson Rd0

106 Robson Rd

4020

Plywood Rd 590

T annery Rd

240232

20515534

310

3

2152200 SFPR

846261

SFPR

Pine

Rd

38 01 5

8

Timberland Rd 9250

3 Tannery Rd

1479842P

i ne

Rd

3 809

0 0

Elevator Rd

0 7 26

Alaska Way00

El evator Rd

50

Gunderson Rd0

101Robson Rd

70 E

leva

tor R

d

00

SFPR 2238763

SFPR

954344

2023 without project AM.syn

07/09/2018

Tann

ery

Rd

817

145

14989200

18240

103 A

Ave

0

13080

26790

29

2240


T MS

Acce

ss5 5Westran Access 2

2315296

63

Timberland Rd

Robson Rd

Robso

n Rd

023

2083

00 29 Robson Rd121103

Plywood Rd00

Robson Rd23 Robson Rd10318

New Developm

ent60

T annery Rd

631335

10318615

512

2

252806 SFPR

1900190

SFPR

Pine

Rd

34 01 8

3

Timberland Rd 5641

Tannery Rd

9628936Pi

ne R

d

3 001 1

0 0

Elevator Rd

0 2063

Alaska Way00

Ele vato r Rd

00

Gunderson Rd 023

Robson Rd200

E lev

ator

Rd

00

SFPR 870438

SFPR

1925754

2023 without project PM.syn

07/09/2018

T ann

ery

Rd

366 8 5

11270584

65493

103A

Ave

0

30040

13030

180

6915


TMS Access

0 9Westran Access 6

914131

262

Timberland Rd

Robson Rd

Robso

n Rd

0101

733

50 121 Robson Rd4920

Plywood Rd590

Robson Rd 106 Robson Rd

409

New Developm

ent150

T annery Rd

240238

20515835

310

8

2202200 SFPR

846264

SFPR

Pine

Rd

38 01 5

8

Timberland Rd 9265

3 Tannery Rd

14710742P

i ne

Rd

3 809

0 0

Elevator Rd

0 7 26

Alaska Way00

El evator Rd

500

Gunderson Rd0

101 Robson Rd

70 E

leva

tor R

d

00

SFPR 2238766

SFPR

954349

2023 with project AM.syn

07/09/2018

Tann

ery

Rd

824

145

15589200

21243

103 A

Ave

0

13140

26830

47

131103

P lywood Rd

00

T MS Acce ss

5 5

Westran Access 2

2315314

73

4710

Timberland Rd

234

10

Robson Rd

Robso

n Rd

035

1796

60Robson Rd 0

41Robson Rd

11318

Ne w De vel op m

e nt60

T annery Rd

631348

10319316

112

6

255806 SFPR

1900197

SFPR

Pine

Rd

34 01 8

3Timberland Rd5741

Tannery Rd

9630936Pi

ne R

d

3 001 1

0 0

Elevator Rd

0 1779

Alaska Way00

Ele vato r Rd

60

Gunderson Rd 035

Robson Rd170

E lev

ator

Rd

00

SFPR 870444

SFPR

1925758

2023 with project PM.syn

07/09/2018

T ann

ery

Rd

378 8 5

12370584

72500

103A

Ave

0

30150

13100

201

7420

Plywood Rd 590

TMS Access

0 9Westran Access 6

914138

283

26038

Timberland Rd

9425

Robson Rd

Robson R

d

0127

857

590Robson Rd 0

186Robson Rd

659

New

Developme nt

150

T annery Rd

240261

20517036

711

5

2272200 SFPR

846276

SFPR

Pine

Rd

38 01 5

8Timberland Rd9286

3

Tannery Rd

14714242P

i ne

Rd

3 809

0 0

Elevator Rd

0 8 49

Alaska Way00

El evator Rd 590

Gunderson Rd 0127

Robson Rd

80 E

leva

tor R

d

00

SFPR 2238777

SFPR

954356

2028 without project AM.syn

07/09/2018

Tann

ery

Rd

817

145

7289200

18240

103 A

Ave

0

12310

2667

TMS Access

5 5Westran Access 2

2315219

51

310

Timberland Rd

161

Robs

on R

d

0 0 00290

5111418

600

T annery Rd

631258

10318615

511

0

252806 SFPR

1900190

SFPR

Pine

Rd

34 01 8

3Timberland Rd 5521

Tannery Rd

9621236Pi

ne R

d

3 001 1

Elevator Rd

Gunderson Rd

Elev

ator

Rd

123177

2667 SFPR870361

SFPR

1925742

1308

266718

029

53610

0

0 5512

10

Robson Rd412829

21014

00

4318

0000

2028 without project PM.syn

07/09/2018

Tann

ery

Rd

366 8 5

9370584

65493

103 A

Ave

0

29850

1279

T MS Acce ss

0 9

Westran Access 6

914112

238

1860

Timberland Rd

78

Robs

on R

d

0 0 300144

0

105391500

T annery Rd

240219

20515835

384

2202200 SFPR

846264

SFPR

Pine

Rd

38 01 5

8Timberland Rd 9241

3

Tannery Rd

1478842Pi

ne R

d

3 809

Elevator Rd

Gunderson Rd

Elev

ator

Rd

298519

1279 SFPR 2238747

SFPR

954325

3004

127946

0101

1835430

114 4

Robson Rd65715

6151320

3 184

296

00043

2028 with project AM.syn

07/09/2018

T ann

ery

Rd

823

145

7289200

21243

103A

Ave

0

12310

2669

5 52

2315231

57Timberland Rd

Robs

on R

d

0 0 00350

5110318

600

T annery Rd

631264

10319216

111

2

255806 SFPR

1900196

SFPR

Pine

Rd

34 01 8

3Timberland Rd 5601

Tannery Rd

9622436P

i ne

Rd

3 001 1

Elevator Rd

Gunderson Rd

Ele

v ato

r Rd

123183

2669 SFPR870361

SFPR

1925744

1314

266924

035

44590

0

5713

13

Robson Rd810957

28130

436

4415

0000

2028 with project PM.syn

07/09/2018

T ann

ery

Rd

368 8 5

8970584

72500

103A

Ave

0

29810

1280

TMS A

cces s

0 9

Westran Access 6

914113

253Timberland Rd

Robs

on R

d

0 0 300170

0

105491500

T annery Rd

240217

21116136

785

2272200 SFPR

846273

SFPR

Pine

Rd

38 01 5

8Timberland Rd 9256

3

Tannery Rd

1478942P

i ne

Rd

3 809

Elevator Rd

Gunderson Rd

Ele

v ato

r Rd

298125

1280 SFPR 2238743

SFPR

954326

3006

128064

0127

2034430

114 10

Robson Rd155434

7166420

4 978

277

00043

rIntersection Addendum...Under no circumstances may this Report or any extract or summary thereof be...

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