PHIBBS TRANSIT EXCHANGE · 3.50 3.50 varies 3.50 original ground lane lane lane varies painted median 3.30 to 3.50 left turn bus only ex. 1.50 bike lane ex. 3.50 lane ex. 4.50 lane

DA

TE

: 2

01

9-0

2-2

8, 1

3:5

9 F

IL

E: O

:\P

ro

j\2

12

1-0

03

33

-0

0-M

oT

I-P

hib

bs T

ra

nsit E

xch

an

ge

D

eta

ile

d D

esig

\1

0.0

D

RA

WIN

GS

\1

0.3

E

ng

in

ee

rin

g\P

hib

bs T

ra

nsit E

xch

an

ge

- 1

24

62

\P

ha

se

1

B

-L

in

e A

cce

ss\D

ra

win

gP

ro

du

ctio

n\0

00

_C

ove

rK

eyP

la

nL

eg

en

d\R

1-8

80

-0

00

.d

wg

PHIBBS TRANSIT EXCHANGE

PROJECT NO. 12462-0001

D. NYLAND, CHIEF ENGINEER

ISSUED FOR TENDERMARCH 1, 2019

PHASE 1 B-LINE ACCESS

M

A

I

N

S

T

R

E

E

T

HA

RB

OU

R A

VE

NU

E

MO

UN

TA

IN

H

IG

HW

AY

OR

WE

LL S

TR

EE

T

O

X

F

O

R

D

S

T

R

E

E

T

BOND STREET

DO

LLA

RT

ON

HIG

HW

AY

B

A

R

R

O

W

S

T

R

E

E

T

DOMINION STREET

R

I

C

H

M

O

N

D

S

T

R

E

E

T

TR

AN

S-C

AN

AD

A H

WY

N

o. 1

S

E

Y

M

O

U

R

B

O

U

LE

V

A

R

D

C

N

R

A

I

L

R1-8

80-1

01

B

C

H

Y

D

R

O

R

.O

.W

.

TO

DE

EP

CO

VE

T

O

W

E

S

T

V

A

N

C

O

U

V

E

R

IR

O

N

W

O

R

K

E

R

S

M

E

M

O

R

IA

L

B

R

ID

G

E

O

R

W

E

L

L

S

T

R

E

E

T

PH

IBB

S

EX

CH

AN

GE

100+315.06

100+000

100+100 100+200 100+300

R

1

-

8

8

0

-

1

0

2

LIM

IT O

F C

ON

ST

RU

CT

ION

ST

A 1

00+1

11.4

84T

IE T

O E

XIS

TIN

GN

546

1338

.975

E 4

9779

0.85

2

LIM

IT O

F C

ON

ST

RU

CT

ION

ST

A 1

00+

315.

058

TIE

TO

EX

IST

ING

N 5

4613

45.8

99

E 4

9799

3.78

3

L100 B

-LIN

E

VANCOUVER

PITT

LAKE

FRASER RIVER

BURRARD INLET

PROJECT

LOCATION

REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER REV

BRITISHCOLUMBIA

CAD FILENAME

PLOT DATE

SCALE

MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE

REV DATE REVISIONS NAME

R1-880-001.................................

R1-880-002.................................

R1-880-101, 102.........................

R1-880-301.................................

R1-880-401, 402.........................

KEY PLAN

SCALE 1:2,000

AS SHOWN

DA

TE

: 2

01

9-0

2-2

8, 1

4:0

1 F

IL

E: O

:\P

ro

j\2

12

1-0

03

33

-0

0-M

oT

I-P

hib

bs T

ra

nsit E

xch

an

ge

D

eta

ile

d D

esig

\1

0.0

D

RA

WIN

GS

\1

0.3

E

ng

in

ee

rin

g\P

hib

bs T

ra

nsit E

xch

an

ge

- 1

24

62

\P

ha

se

1

B

-L

in

e A

cce

ss\D

ra

win

gP

ro

du

ctio

n\0

00

_C

ove

rK

eyP

la

nL

eg

en

d\R

1-8

80

-0

01

.d

wg

KEY PLAN AND DRAWING INDEX

LEGEND

PLAN

TYPICAL SECTIONS AND DETAILS

GEOMETRICS AND LANING,

SIGNING AND PAVEMENT MARKINGS AND

SPOT ELEVATIONS

LOCATION PLAN

N.T.S.

DRAWING INDEX

2121-00333-00 12462-0001 1 R1-880-001



SOUTH COAST REGION

HIGHWAY ENGINEERING GEOMATICS

R1-880-001

2/28/2019

KEY PLAN AND DRAWING INDEX

Suite 200858 Beatty StreetVancouver BCCanada V6B 1C1Tel 604 683 8521

SURVEY CONTROL

POINT NORTHING EASTING ELEVATION DESCRIPTION

LM 87H3710 5462026.525 496222.961 71.241 GCM

DH 1074 5461422.938 497857.745 4.478 TH_MAG

DH 1076 5461472.189 497709.273 6.285 TH_MAG

DH 1078 5461503.625 497890.752 5.667 TH_REBAR

DH 1079 5461491.422 497842.736 6.027 TH_MAG

DH 1080 5461545.985 497841.373 6.638 TH_MAG

DH 1081 5461414.926 497938.950 3.365 TH_MAG

DH 1082 5461389.804 497897.647 3.519 TH_REBAR

DH 1083 5461383.876 497800.147 5.295 TH_MAG

DH 1084 5461323.858 497847.891 4.937 TH_MAG

DH 1086 5461372.940 498168.375 3.865 TH_MAG

DH 1087 5461331.045 498009.021 4.207 TH_MAG

DH 1089 5461331.960 497981.896 4.597 TH_MAG

DH 1090 5461406.643 497968.854 7.997 TH_SPK

DH 1091 5461418.034 497993.487 7.764 TH_SCR

DH 1093 5461336.317 498042.980 4.238 TH_MAG

DH 1094 5461380.022 498241.062 4.529 TH_MAG

DH 1095 5461472.619 498158.787 5.812 TH_SPK

DH 1096 5461457.907 498175.288 5.389 TH_SPK

DH 1099 5461576.625 497999.924 11.235 TH_SPK

DH 1100 5461500.772 497928.278 9.802 TH_SPK

DH 1107 5461533.276 497845.996 6.550 TH_MAG

DH 2536 5461374.647 497657.416 6.118 TH_MAG

DH 12128 5461355.104 497977.466 4.124 TH_SCR

DH 12142 5461360.038 498034.589 4.162 TH_SCR

DH 20000 5461326.901 497780.157 5.688 TH_SCR

NOTES:

ALL LOCAL COORDINATES ARE DERIVED BY FIRST SCALING FROM THE TACK POINT (0,0)AND THEN REMOVING THE MILLIONS PLACE DIGIT FROM THE NORTHING.

SCALE FACTOR=1/0.9995951

STATIC RESULTS PROCESSED USING GCM 87H3710

FIELD SURVEY WAS CONDUCTED ON NOV. 22-DEC. 22, 2018 & JAN. 8, 2019.

DRAWING COORDINATE SYSTEM IS UTM NAD83 CSRS.

PROJECT No. 12462-0001



STA 100+111.484 - STA 100+315.058

0.20 km

LANDMARK KILOMETRE INVENTORY

MAIN ST. SEGMENT 0505 (EASTBOUND) km 0.13 to km 0.33

DATE

REGIONAL MANAGER ENGINEERING

DATE

REGIONAL DIRECTOR

McElhanney Consulting Services Ltd.

REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER

DATE

SENIOR DESIGNER

DATE

DATE

DATE

DATE

REV

BRITISHCOLUMBIA

DRAWN

QUALITY ASSURANCE

QUALITY CONTROL

DESIGNED

CAD FILENAME

PLOT DATE

SCALE



Valve

Gas Valve

Water Valve

Service Valve

Fire Hydrant

UNDERGROUND (EXISTING)

Breather / Vent Pipe

Fuel / Gas Pump

ROAD SIGNS (EXISTING)

Underground Marker

Road Sign One Post

Road Sign Two Post

Fuel Tank

Standard Davit Pole

Delineator Post

Mail Box

Decorative Tree

Commercial Sign

Existing Lot Line

TOPOGRAPHY (EXISTING)

LOT BOUNDARIES (EXISTING)

MAN-MADE FEATURES (EXISTING)

Garden, Lawns, Vegetation

LEGEND

Fence

Concrete Barrier (CRB, CMB, etc)

Retaining Wall

Road Shoulder

Drainage Grate

Junction Box

Utility Pole

ELECTRICAL (EXISTING)

Culvert Outlet

Electrical Outlet

Lamp Standard

Traffic Signal Control Box

Edge of Water

Culvert Inlet

Kiosk

Traffic Signal

SURVEY (EXISTING)

METERS (EXISTING)

Power Pole with Transformer

Power / Phone with Transformer

Pedestal (Telus)

Telephone Booth

Reference Point

Catch Basin / Manhole

Manhole

Catch Basin

Power / Phone Guy Pole

Anchor Guy Line

Power / Phone Pole

DRAINAGE (EXISTING)

Power Pole

Telephone Pole

Power Guy Pole

Phone Guy Pole

AERIAL UTILITIES (EXISTING)

DETAIL (EXISTING)

Benchmark

Detail Hub

Standard Iron Pin

Gate Post

Guard Post

Tree

Flag Pole

Paintline Solid

Paintline Broken

Right of Way

Pavement Edge

LINETYPES (PROPOSED)

Ditch Edge

Top of Slope

Base of Slope

PED

T

OIP

GP

Post

FP

DP

MB

CI

CO

JB

UP

LS

K

V

SV

GV

WV

FH

BP

FP

FT

UM

Asphalt

Well

Existing Pavement Edge

Underground Fibre Optic Cable

FO FO

Existing Ditch Center / Drainage

15

Index Contour

Intermediate Contour

15

15

PROP. R.O.W.

DA

TE

: 2

01

9-0

2-2

8, 1

4:1

7 F

IL

E: O

:\P

ro

j\2

12

1-0

03

33

-0

0-M

oT

I-P

hib

bs T

ra

nsit E

xch

an

ge

D

eta

ile

d D

esig

\1

0.0

D

RA

WIN

GS

\1

0.3

E

ng

in

ee

rin

g\P

hib

bs T

ra

nsit E

xch

an

ge

- 1

24

62

\P

ha

se

1

B

-L

in

e A

cce

ss\D

ra

win

gP

ro

du

ctio

n\0

00

_C

ove

rK

eyP

la

nL

eg

en

d\R

1-8

80

-0

02

.d

wg

Existing Watermain

Existing Sanitary Sewer

Existing Underground Telephone

Existing Underground Utility

Existing Underground Power

Existing Storm Sewer

Existing Gasmain

Concrete/Asphalt Removal


2121-00333-00 12462-0001 1 R1-880-002



SOUTH COAST REGION


B. OYSTENSEN

R. BEDARD

M. ZELT

2019-03-01

2019-03-01

2019-03-01

2019-03-01

R1-880-002.DWG

2/28/2019

LEGEND


Approved Sealed

Concrete Bus Pad

Curb

ROAD PATTERNS (PROPOSED)

J. VORLICEK

Pedestrian Sidewalk Fence

Retaining Wall

Light Standard

LS

Standpipe

SD

Clearing and Grubbing

CL. & GR.

UM

UM

CO

CO

CI

JB

E

N

5461400

497800

E

N

5461400

497850

E

N

5461400

497900

E

N

5461400

497950

E

N

5461350

497800

E

N

5461350

497850

E

N

5461350

497900

E

N

5461350

497950

CO

NC

. S/W

ASPHALT SIDEWALK

ASPHALT PATHWAY

ASPHALT PATHWAYASPHALT PATHWAY

CONCRETE SIDEWALK

ASPHALTISLAND

CO

NC

. PA

D

(TY

P.)

PR

OP

OS

ED

BU

S B

AY

#2

PRO

POSED

BUS BAY #1

PR

OP

OS

ED

BU

S B

AY

#11

SC1

SC2

SC3

SC4

SC5

SC6

SC7

SC8

SC10

SC11

SC12

SC13

SC14

SC15

100+200

100+300 100+315.06

96°35'14"

89°55'03"85°01'30"

86°23'40"

R212.417 Lt

Δ 8°53'36"Tc 16.519Arc 32.971Ec 0.641

R 190.000 LtΔ 6°40'24"Tc 11.077Arc 22.129Ec 0.323

R 1000.000 RtΔ 1°22'10"Tc 11.951Arc 23.900Ec 0.071

E 4

9779

1.50

1

PI 1

00+

163.

689

N 5

4613

35.0

65E

497

842.

796

PI 1

00+1

39.8

33N

546

1335

.028

E 4

9781

8.91

5

PI 1

00+1

12.3

04N

546

1338

.193

E 4

9779

1.50

1

PI 1

00+

218.

815

N 5

4613

39.8

47E

497

897.

730

LIMIT OF CONSTRUCTION

LIMIT

OF C

ONSTRUCTION

SC16

SC17

SC18

SC19

SC20

SC21

SC22

SC23

PC

C 1

00+1

28.7

56

PC

C 1

00+1

50.8

85

BC

100

+20

6.86

5

PC

C 1

00+1

28.7

56

PC

C 1

00+1

50.8

85

EC

100

+17

6.47

7

EC

100

+23

0.76

5

R 300.000 LtΔ 4°53'16"Tc 12.804Arc 25.592Ec 0.273

PHIBBS TRANSIT

EXCHANGE

T

R

A

N

S

-C

A

N

A

D

A

H

IG

H

W

A

Y

N

o

.1

O

R

W

E

L

L

S

T

R

E

E

T

MAIN STREET

M

A

I

N

S

T

R

E

E

T

E

B

T

O

H

W

Y

.

N

o

.

1

E

B

O

N

-

R

A

M

P

L

A

N

E

T

R

A

N

S

-C

A

N

A

D

A

H

IG

H

W

A

Y

N

o

.1

EB

O

FF

-R

AM

P

CONCRETE CURBTYPE 'D' AS PERDNV SSD-R.12

ERADICATE PAINTLINES

REMOVE RAISED MEDIAN

TEMPORARY BUS ACTIVATEDTRAFFIC SIGNAL

NEW CONCRETE BUS PAD(TYP.) SEE DETAIL ONDWG. R1-880-301

RELOCATE BUSSTOP SIGN

RELOCATE BUS STOP SIGN

REMOVE EXISTINGCONCRETE BUS PAD (TYP.)

PROPOSED TEMPORARY BUS STOP (TYP.)

c/w WITH TEMPORARY ASPHALT

WHEELCHAIR PAD

TIE TOEXISTING

CONSTRUCTNEW CURB

ADJUST BUS BAY

TIE TO EXISTING

ADJUST BUS BAY

EX

. BU

S B

AY

#3

EX

. BU

S B

AY

#10

EX

. BU

S B

AY

#11

REMOVE SIGN

PROPOSED ASPHALT SIDEWALK

- 50mm - 19mm MEDIUM MIX (CLASS 1)

- 150mm - 25mm WELL GRADED BASE

REMOVE RAISED MEDIAN

ERADICATEPAINTLINE

RELOCATE SIGN 'PARKING

FOR RESIDENTS OF 1500

OXFORD ST. ONLY

CONSTRUCT NEW CURB

TIE TO EXISTING

TIE TOEXISTING

PROPOSED ASPHALT SIDEWALK- 50mm - 19mm MEDIUM MIX (CLASS 1)- 150mm - 25mm WELL GRADED BASE

LANDSCAPEWALL, TYP.

ASPHALTLET-DOWN

REMOVE SIGN

REMOVE SIGN

EX

. BU

S B

AY

#2

EX

. BU

S B

AY

#1

CONCRETE CURBTYPE 'D' AS PERDNV SSD-R.12

RELOCATE BUSSTOP SIGN

PEDESTRIAN SIDEWALKFENCE AS PERSP741-07.01, TYP.

NOTE:BC 100+095.785INCOMING TANGENT AZ=105°28'42"

LIM

IT O

F C

ON

ST

RU

CT

ION

P.O

.T. 1

00+

315.

058

TIE

TO

EX

IST

ING

N 5

4613

45.8

99E

497

993.

783

LIM

IT O

F C

ON

ST

RU

CT

ION

P.O

.C. 1

00+1

11.4

84T

IE T

O E

XIS

TIN

GN

546

1338

.975

E 4

9779

0.85

2

L

Y

N

N

C

R

E

E

K

A

P

A

R

T

M

E

N

T

S

L100 B-LINE

C

L

.

&

G

R

.

C

L

.

&

G

R

.

C

L

. &

G

R

.

CL. &

G

R.

FOR TEMPORARY TRAFFIC SIGNALAND LIGHTING INSTALLATION SEE PBXENGINEERING DESIGN DRAWINGPACKAGE

SC25

SC24

REMOVE CB

REMOVE CB

SAW CUT POINT TABLE

Name

SC1

SC2

SC3

SC4

SC5

SC6

SC7

SC8

SC10

SC11

SC12

SC13

SC14

SC15

SC16

Northing

5461405.9638

5461403.0499

5461386.9059

5461381.1664

5461380.6504

5461369.4093

5461370.4681

5461367.0424

5461366.0367

5461366.7692

5461379.9292

5461385.9060

5461400.1675

5461406.3036

5461397.4028

Easting

497903.4123

497904.2368

497910.3235

497914.4249

497916.7566

497923.1627

497924.9941

497927.6692

497932.8798

497933.8395

497923.5628

497917.2812

497911.1186

497904.6104

497934.3287

SAW CUT POINT TABLE

Name

SC17

SC18

SC19

SC20

SC21

SC22

SC23

SC24

SC25

Northing

5461393.4181

5461375.6347

5461371.5957

5461391.9022

5461392.3797

5461394.5488

5461395.5112

5461391.8764

5461380.4314

Easting

497941.3619

497946.4612

497942.7612

497936.9384

497935.3505

497932.9277

497932.6381

497943.1619

497946.8519


DATE

SENIOR DESIGNER

DATE

DATE

DATE

DATE

REV

BRITISHCOLUMBIA

2121-00333-00 12462-0001 1 R1-880-101



SOUTH COAST REGION


MAIN STREET

B. OYSTENSEN

R. BEDARD

M. ZELTDRAWN

QUALITY ASSURANCE

QUALITY CONTROL

DESIGNED 2019-03-01

2019-03-01

2019-03-01

R1-880-100.DWG

2/28/2019

CAD FILENAME

PLOT DATE

SCALE



PLAN

0 12m1:2502

DA

TE

: 2

01

9-0

2-2

8, 1

4:2

1 F

IL

E: O

:\P

ro

j\2

12

1-0

03

33

-0

0-M

oT

I-P

hib

bs T

ra

nsit E

xch

an

ge

D

eta

ile

d D

esig

\1

0.0

D

RA

WIN

GS

\1

0.3

E

ng

in

ee

rin

g\P

hib

bs T

ra

nsit E

xch

an

ge

- 1

24

62

\P

ha

se

1

B

-L

in

e A

cce

ss\D

ra

win

gP

ro

du

ctio

n\1

00

_P

la

ns\R

1-8

80

-1

00

.d

wg



INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS

COMPILED FROM SOME RECORD DRAWINGS AND SOME SURVEYS, AND MAY

NOT BE COMPLETE. CONTRACTOR SHALL EXPOSE AND CONFIRM THE

LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES AND ADVISE THE

ENGINEER OF ANY POTENTIAL CONFLICT.

THIS DRAWING AND DESIGN SHALL NOT BE USED, REUSED OR REPRODUCED

WITHOUT THE CONSENT OF McELHANNEY CONSULTING SERVICES LTD.

McELHANNEY WILL NOT BE HELD RESPONSIBLE FOR THE IMPROPER OR

UNAUTHORIZED USE OF THIS DRAWING AND DESIGN.

CL. & GR. TOTAL THIS SHEET= 0.0100 ha

Professional Seal

101

2019-03-01

FOR GEOMETRICS AND LANING, SIGNING AND PAVEMENT

MARKINGS AND SPOT ELEVATIONS SEE DWG. R1-880-401

FOR TYPICAL SECTIONS AND DETAILS SEE DWG. R1-880-301

REFERENCE DRAWINGS

J. VORLICEK

UM

UM

CO

CO

E

5

4

6

1

5

0

0

4

9

7

7

0

0

E

N

5

4

6

1

5

0

0

4

9

7

7

5

0

E

N

5

4

6

1

4

5

0

4

9

7

7

0

0

E

N

5

4

6

1

4

5

0

4

9

7

7

5

0

E

N

5

4

6

1

4

5

0

4

9

7

8

0

0

E

N

5

4

6

1

4

5

0

4

9

7

8

5

0

E

N

5

4

6

1

4

0

0

4

9

7

7

5

0

E

N

5

4

6

1

4

0

0

4

9

7

8

0

0

E

N

5

4

6

1

4

0

0

4

9

7

8

5

0

5

4

6

1

3

5

0

4

9

7

8

5

0

CO

NC

. S/W

CONC. S/W

ASPHALT

SID

EWAL

K

CONC. D/W

AS

PH

ALT

D/W

190.000 Lt

LIM

IT O

F C

ON

ST

RU

CT

ION

LIM

IT O

F C

ON

ST

RU

CT

ION

OR

WE

LL

S

TR

EE

T

OXFORD STREET

LANE

L

A

N

E

EB

O

FF

-R

AM

P

E

B

O

F

F

-

R

A

M

P

TIE TO EXISTINGASPHALT DRIVEWAY

BUS BUS BUS

PROPOSED TEMPORARY BUS STOP (TYP.)c/w WITH TEMPORARY ASPHALTWHEELCHAIR PAD

PROPOSED ASPHALT SIDEWALK- 50mm - 19mm MEDIUM MIX (CLASS 1)- 150mm - 25mm WELL GRADED BASE

PROPOSED TEMPORARY BUSSTOP (TYP.) c/w WITH TEMPORARYASPHALT WHEELCHAIR PAD

RELOCATE SIGN

RELOCATE SIGN 'PARKINGFOR RESIDENTS OF 1500OXFORD ST. ONLY

PROPOSED ASPHALT SIDEWALK50mm - 19mm MEDIUM MIX (CLASS 1)150mm - 25mm WELL GRADED BASE

EXISTINGCROSSWALK

M

O

U

N

T

A

I

N

H

W

Y

.

LYNN CREEK APARTMENTS

CL. & GR.

CL. & GR.

CL. & GR. CL. & GR.

CL. & GR.

CL. & GR.


DATE

SENIOR DESIGNER

DATE

DATE

DATE

DATE

REV

BRITISHCOLUMBIA

2121-00333-00 12462-0001 1 R1-880-102



SOUTH COAST REGION


OXFORD STREET

B. OYSTENSEN

R. BEDARD

M. ZELTDRAWN

QUALITY ASSURANCE

QUALITY CONTROL

DESIGNED 2019-03-01

2019-03-01

2019-03-01

R1-880-100.DWG

2/28/2019

CAD FILENAME

PLOT DATE

SCALE



PLAN

0 12m1:2502

DA

TE

: 2

01

9-0

2-2

8, 1

4:2

3 F

IL

E: O

:\P

ro

j\2

12

1-0

03

33

-0

0-M

oT

I-P

hib

bs T

ra

nsit E

xch

an

ge

D

eta

ile

d D

esig

\1

0.0

D

RA

WIN

GS

\1

0.3

E

ng

in

ee

rin

g\P

hib

bs T

ra

nsit E

xch

an

ge

- 1

24

62

\P

ha

se

1

B

-L

in

e A

cce

ss\D

ra

win

gP

ro

du

ctio

n\1

00

_P

la

ns\R

1-8

80

-1

00

.d

wg


McElhanney Consulting Services Ltd.CL. & GR. TOTAL THIS SHEET= 0.0160 ha

Professional Seal

1

0

2










FOR GEOMETRICS AND LANING, SIGNING AND PAVEMENT

MARKINGS AND SPOT ELEVATIONS SEE DWG. R1-880-402


REFERENCE DRAWINGS

PHIBBS TRANSIT

EXCHANGE

2019-03-01J. VORLICEK

C/L L100 B-LINE

MAIN STREET

VARIES(1.5 EX.) 3.50 3.50

VARIES

3.50

ORIGINAL

GROUND

LANELANE LANE

VARIES

PAINTED

MEDIAN

3.30 to 3.50LEFT TURN

BUS ONLY

EX. 1.50BIKE

LANE

EX. 3.50LANE

EX. 4.50LANE

RAISED

MEDIAN

EX. 4.25LANE

BIKE

LANE

1:75

50 mm SUPERPAVE 12.5 mm MIX

180 mm - 19 mm MEDIUM MIX (CLASS 1)

200 mm - 25 mm WELL GRADED BASE

425 mm - SELECT GRANULAR SUB-BASE

VARIES

SEE JOINT DETAIL (TYP.)

SA

WC

UT

0.30 0.30

SA

WC

UT

JOINT DETAILMILL EXISTING ASPHALT

AND PAVE

PROPOSED ASPHALT

AS

PH

ALT

S

AW

CU

T

MILL EXISTING ASPHALT 50mm

VA

RIE

S

50m

m

0.30

1:7.5

BUS PAD DETAIL

0.3

CONCRETE CURB - TYPE D

DNV SSD-R.12

3.0mCONCRETE BUS PAD

ORIGINAL

GROUND

CONC. S/W REF.

DWG. SP582-07.01

LAYOUT POINT SEE DWG. 401

NOTE:

CONTROL JOINTS SHALL BE SAW CUT TRANSVERSELY

INTO THE SLAB 5mm WIDE x 90mm DEEP AT 5.0m (MAX.)

CENTRES

1:50

225 mm PORTLAND CONCRETE200 mm - 25 mm WELL GRADED BASE300 mm SELECT GRANULAR SUB-BASE

MATCH EXISTING

VARIESISLAND

MATCH EXISTING

230 mm SUPERPAVE 12.5 mm MIX


425 mm - SELECT GRANULAR SUB-BASE

VARIESAISLE

REMOVE EXISTING CONCRETE

BUS PAD AND PLACE ASPHALT TO

MATCH EXISTING

EXISTING ASPHALT

PASSENGER PLATFORM

PROPOSEDASPHALTVARIES

AS

PH

AL

T

SA

WC

UT

SEE JOINT DETAIL

ON THIS DWG.

150mm x 150mm x 10mm REBAR MESH.

(SEE DETAIL ON THIS DWG.)

ASPHALT SIDEWALK DETAIL - WITH FENCE AND WALL

1:75

50 mm 19 mm MEDIUM MIX (CLASS 1)


ORIGINAL GROUND

PEDESTRIAN SIDEWALK FENCE

(SP741-07.01), TYP.

1.8 mSIDEWALK

ALLAN BLOCK WALL OR

APPROVED EQUIVALENT

2.0%

EXISTING CURB

0.3

ORIGINAL GROUND

1.8 m OR AS SHOWNSIDEWALK

2.0%

EXISTING CURB

50 mm 19 mm MEDIUM MIX (CLASS 1)


ASPHALT SIDEWALK DETAIL

1:75

100mm - WELL GRADED GRANULAR BASE

2

:

1

MIN. 300 OFFSETFROM FACE OF

WALL TO EX. SLOPE

REBAR MESH DETAIL1:20

TIE 10 mm STEEL REBAR @ EACH JUNCTION

IN 150 X 150 MESH PATTERN.

TERMINATE BARS 50 mm FROM VERTICAL

EDGES, AND 150 mm FROM BOTTOM OF SLAB

150 mm

15

0 m

m


DATE

SENIOR DESIGNER

DATE

DATE

DATE

DATE

REV

BRITISHCOLUMBIA

2121-00333-00 12462-0001 1 R1-880-301

SOUTH COAST REGION


B. OYSTENSEN

R. BEDARD

M. ZELTDRAWN

QUALITY ASSURANCE

QUALITY CONTROL

DESIGNED 2019-03-01

2019-03-01

2019-03-01

2019-03-01

R1-880-300.DWG

2/28/2019

CAD FILENAME

PLOT DATE

SCALE



TYPICAL SECTIONS AND DETAILS

DA

TE

: 2

01

9-0

2-2

8, 1

4:2

4 F

IL

E: O

:\P

ro

j\2

12

1-0

03

33

-0

0-M

oT

I-P

hib

bs T

ra

nsit E

xch

an

ge

D

eta

ile

d D

esig

\1

0.0

D

RA

WIN

GS

\1

0.3

E

ng

in

ee

rin

g\P

hib

bs T

ra

nsit E

xch

an

ge

- 1

24

62

\P

ha

se

1

B

-L

in

e A

cce

ss\D

ra

win

gP

ro

du

ctio

n\3

00

_T

yp

ica

lS

ectio

ns\R

1-8

80

-3

00

.d

wg


Approved Sealed


AS SHOWN

J. VORLICEK



CO

NC

. S/W

ASPHALT SIDEWALK

ASPHALT PATHWAY

ASPHALT PATHWAYASPHALT PATHWAY

CONCRETE SIDEWALK

ASPHALTISLAND

CO

NC

. PA

D

(TY

P.)

E

N

5461400

497800

E

N

5461400

497850

E

N

5461400

497900

E

N

5461400

497950

E

N

5461350

497800

E

N

5461350

497850

E

N

5461350

497900

E

N

5461350

497950

PR

OP

OS

ED

BU

S B

AY

#2

PRO

POSED

BUS BAY #1

PR

OP

OS

ED

BU

S B

AY

#11

END CONCRETE CURB

TYPE D (DNV SSD-R.12)

TIE TO EXISTING

CONCRETE CURB TYPE D(DNV SSD-R.12)

R=500R=22

BEGIN CONCRETE CURB TYPE D(DNV SSD-R.12)TIE TO EXISTING CURB

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

3.50

18.10

3.50

12.00

PHIBBS TRANSIT

EXCHANGE

T

R

A

N

S

-C

A

N

A

D

A

H

IG

H

W

A

Y

N

o

.1

O

R

W

E

L

L

S

T

R

E

E

T

MAIN STREET

M

A

I

N

S

T

R

E

E

T

E

B

T

O

H

W

Y

.

N

o

.

1

E

B

O

N

-

R

A

M

P

100+200

100+300 100+315.06

PC

C 1

00+1

28.7

56

PC

C 1

00+1

50.8

85

BC

100

+20

6.86

5

PC

C 1

00+1

28.7

56

PC

C 1

00+1

50.8

85

EC

100

+17

6.47

7

EC

100

+23

0.76

5

96°35'14"

89°55'03"

85°01'30"86°23'40"

R212.417 Lt

Δ 8°53'36"Tc

16.519Arc 32.971Ec 0.641

R 190.000 LtΔ 6°40'24"Tc 11.077Arc 22.129Ec 0.323

R 300.000 LtΔ 4°53'16"Tc 12.804Arc 25.592Ec 0.273

R 1000.000 RtΔ 1°22'10"Tc 11.951Arc 23.900Ec 0.071

2.45

3.5

3.5

3.5

3.5

3.5

3.5

R=0.75

1.5

1.5

3.7

1.55

3.5

2.4

3.5

3.5

3.5

3.5

3.5

3.5

3.5

1.5

1.5

3.5

3.5

0.1

3.5

600mm WHITE STOP BAR

YELLOW HATCH2:1 AND 600mm WIDE10m SPACING (TYP.)


100mm SOLID WHITE LINE

YELLOW PAINTED HATCH600mm WIDE. 10m SPACING (TYP.)


RESTRICTED LANE DIAMOND (TYP.)

NOTE:BC 100+095.785INCOMING TANGENT AZ=105°28'42"

R=15

LIM

IT O

F C

ON

ST

RU

CT

ION

P.O

.C. 1

00+1

11.4

84T

IE T

O E

XIS

TIN

GN

546

1338

.975

E 4

9779

0.85

2

LIM

IT O

F C

ON

ST

RU

CT

ION

P.O

.T. 1

00+

315.

058

TIE

TO

EX

IST

ING

N 5

4613

45.8

99E

497

993.

783

R-001POST-MOUNTED

1

.

8

0

m

300mm WHITE CROSSWALK

2.5m WIDE

3m WIDE - 600mm WHITE

ZEBRA CROSSWALKR=3.8

R=2

1

.

5

0

m

EB

O

FF

-R

AM

P

BE

GIN

SO

LID

WH

ITE

LIN

E10

0+18

1.49

5


100mm SOLID YELLOW LINE

3

36

3

36 3

100mm 3x6x3 WHITE LINE

6 3


EN

D S

OLI

D W

HIT

E L

INE

EN

D 3

x6x3

WH

ITE

LIN

EB

EG

IN W

HIT

E C

RO

SS

-HA

TC

H10

0+25

2.45

7

BE

GIN

SO

LID

WH

ITE

LIN

EB

EG

IN 3

x6x3

WH

ITE

LIN

E10

0+26

9.83

2


EN

D S

OLI

D W

HIT

E L

INE

TIE

TO

EX

IST

ING

100+

303.

726

BE

GIN

SO

LID

WH

ITE

LIN

EB

EG

IN S

OLI

D Y

ELL

OW

LIN

E10

0+19

1.05

5

EN

D S

OLI

D Y

ELL

OW

LIN

E10

0+24

6.01

3

EN

D 1

5 R

AD

CU

RV

EB

EG

IN T

AP

ER

100+

255.

108

EN

D S

OLI

D W

HIT

E L

INE

BE

GIN

15

RA

D C

UR

VE

BE

GIN

SO

LID

YE

LLO

W L

INE

100+

246.

097


YELLOW HATCH2:1 AND 600mm WIDE10m SPACING (TYP.)

EN

D S

OLI

DY

ELL

OW

LIN

EE

ND

3x6

x3W

HIT

E L

INE

EN

D T

AP

ER

100+

315.

058

0.9

1.75

1.50

0.12.

4

0.95

RA

D. P

T.

100+

167.

614

EN

D 3

x6x3

WH

ITE

LIN

E10

0+16

7.63

0



0.2

BE

GIN

3x6

x3 W

HIT

E L

INE

100+

195.

574


EN

D S

OLI

D W

HIT

E L

INE

EN

D T

AP

ER

100+

167.

595

1.0

BE

GIN

TA

PE

R10

0+14

8.97

12.

5

BE

GIN

3x6

x3 W

HIT

E L

INE

BE

GIN

SO

LID

YE

LLO

W L

INE

S

BE

GIN

SO

LID

WH

ITE

LIN

E

100+

111.

484

PI 1

00+

218.

815

N 5

4613

39.8

47E

497

897.

730

PI 1

00+

163.

689

N 5

4613

35.0

65E

497

842.

796

PI 1

00+1

12.3

04N

546

1338

.193

E 4

9779

1.50

1

PI 1

00+1

39.8

33N

546

1335

.028

E 4

9781

8.91

5

LIMIT OF CONSTRUCTION

WHITE LEFTTURN ARROW

300mmWHITE

PAINTEDCROSSWALK

2.5m WIDE

1.5

100mm - 0.5 x 0.5 x 0.5 YELLOW LINE

WHITE THRU ARROW


WHITE CROSS-HATCH150mm WIDE @ 1.5:1AND 5.5m SPACING

200mm WHITE LINE (TYP.)

R-009-2(MOUNT ONSIGNAL POLE)

R-200-IL

(MO

UN

T O

N E

X.

SIG

NA

L PO

LE) E

X. R

-015-L

EX

. (C

US

TOM

)

EX

. (R

-009

-1)

R-1

06(A

DD

BE

LOW

)

(ON

NE

W S

IGN

AL

PO

LE)

EX

. (W

-012

)

W-3

29(A

DD

BE

LOW

)

EX

. (CU

ST

OM

)

EX

. (R-009-1)

R-1

06(A

DD

TO

EX

. SIG

N)

(ON

NE

W S

IGN

AL

PO

LE)

P-002-R

600mm WHITE

STOPBAR

300mm WHITE CROSSWALK

2.5m WIDE

600mm WHITE

STOPBAR

EX.

EX

. R-001

EX

. R-016-1R

EX

. R-009-Ta

3m WIDE - 600mmWHITE PAINTEDZEBRA CROSSWALK

3.50

18.50

LIMIT

OF C

ONSTRUCTION

BEGIN CONCRETE CURBTYPE D (DNV SSD-R.12)

BEGIN PEDESTRIANSIDEWALK FENCE(SP741-07.01)

END PEDESTRIANSIDEWALK FENCE(SP741-07.01)END WALL

BEGIN WALL

BEGIN PEDESTRIAN SIDEWALK FENCE(SP741-07.01)BEGIN WALL

END PEDESTRIAN SIDEWALK FENCE(SP741-07.01)

L13

L14

L19

L15

L16

L17

L18

1.80

END WALL

SIDEWALK LETDOWNSSD-R.15, TYP.

L100 B-LINE

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

EXISTING ASPHALT PATHWAY

EX

. CO

NC

. S/W

R-109-1L

CU

ST

OM

TA

B

(ON

SIG

NA

L AR

M)

WHITE THRUARROW

EN

D W

HIT

E C

RO

SS

-HA

TC

H10

0+26

7.91

9

LAYOUT POINT TABLE

Name

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

Elevation

3.881

3.674

3.661

3.617

3.434

3.484

3.467

3.560

3.493

3.589

3.641

3.801

Northing

5461406.4077

5461403.3578

5461399.6455

5461398.1427

5461381.7976

5461383.2987

5461381.1449

5461379.3562

5461377.2021

5461367.7442

5461369.8984

5461366.3511

Easting

497903.8063

497904.6693

497909.9892

497906.8252

497914.5884

497917.7502

497918.7732

497923.1284

497920.3698

497927.7555

497930.5141

497933.2917

LAYOUT POINT TABLE

Name

L13

L14

L15

L16

L17

L18

L19

Elevation

3.519

3.483

3.497

3.422

3.516

3.549

3.587

Northing

5461396.9473

5461394.2792

5461392.3017

5461393.2665

5461375.4831

5461374.5184

5461372.3661

Easting

497933.9217

497936.9018

497937.4688

497940.8332

497945.9325

497942.5681

497943.1853


DATE

SENIOR DESIGNER

DATE

DATE

DATE

DATE

REV

BRITISHCOLUMBIA

2121-00333-00 12462-0001 1 R1-880-401



SOUTH COAST REGION


MAIN STREET

B. OYSTENSEN

R. BEDARD

M. ZELTDRAWN

QUALITY ASSURANCE

QUALITY CONTROL

DESIGNED 2019-03-01

2019-03-01

2019-03-01

R1-880-400.DWG

2/28/2019

CAD FILENAME

PLOT DATE

SCALE



GEOMETRICS AND LANING, SIGNING AND

PAVEMENT MARKINGS, AND SPOT ELEVATIONS

0 12m1:2502

DA

TE

: 2

01

9-0

2-2

8, 1

4:2

7 F

IL

E: O

:\P

ro

j\2

12

1-0

03

33

-0

0-M

oT

I-P

hib

bs T

ra

nsit E

xch

an

ge

D

eta

ile

d D

esig

\1

0.0

D

RA

WIN

GS

\1

0.3

E

ng

in

ee

rin

g\P

hib

bs T

ra

nsit E

xch

an

ge

- 1

24

62

\P

ha

se

1

B

-L

in

e A

cce

ss\D

ra

win

gP

ro

du

ctio

n\4

00

_G

eo

me

tricsL

an

in

g\R

1-8

80

-4

00

.d

wg












FOR PLAN SEE DWG. R1-880-101


REFERENCE DRAWINGS

Professional Seal

401

2019-03-01

NEW TRAFFIC SIGN SCHEDULE

R-009-2 1 0STA. 100+170.808

LEFTDO NOT ENTER SYMBOL AND TEXT

R-106 2 0

STA. 100+250.469LEFT

DO NOT BLOCK INTERSECTIONSTA. 100+268.631

LEFT

R-200-1L 1 0STA. 100+187.449

RIGHTHOV DIAMOND / BUS SYMBOLS DOWN LEFT-ANGLED ARROW

W-329 1 0 - SUNBURST 'NEW' TAB

R-109-1L 1 0STA. 100+269

RIGHTLEFT TURN SIGNAL

CUSTOM 1 0STA. 100+269

RIGHTBUSES ONLY TAB

7 0

J. VORLICEK

CO

NC

. S/W

CONC. S/W

ASPHALT

SID

EWAL

K

CONC. D/W

AS

PH

ALT

D/W

E

5

4

6

1

5

0

0

4

9

7

7

0

0

E

N

5

4

6

1

5

0

0

4

9

7

7

5

0

E

N

5

4

6

1

4

5

0

4

9

7

7

0

0

E

N

5

4

6

1

4

5

0

4

9

7

7

5

0

E

N

5

4

6

1

4

5

0

4

9

7

8

0

0

E

N

5

4

6

1

4

5

0

4

9

7

8

5

0

E

N

5

4

6

1

4

0

0

4

9

7

7

5

0

E

N

5

4

6

1

4

0

0

4

9

7

8

0

0

E

N

5

4

6

1

4

0

0

4

9

7

8

5

0

5

4

6

1

3

5

0

4

9

7

8

5

0

LANE

OR

WE

LL

ST

RE

ET

OXFORD STREET

R300.000 Lt

Δ 4°53'16"

Tc12.804

25.592

26.80m

3.00m

12.30m 8.20m 12.00m

3.00m

1.80m

3.00m

1.50m

3.00m

1.50m

7.40m

EX. TRANSITION FROM OLD TO NEW CURB(NEWLY CONSTRUCTED)

L

A

N

E

BUS BUS BUS

PS-002-RPOST-MOUNTED

PS-002-LPOST-MOUNTED

PS-003-L

POST-MOUNTED

PS-003-RPOST-MOUNTED

R-001POST-MOUNTED

1.80m

300mm WHITE CROSSWALK2.5m WIDE

3m WIDE - 600mm WHITEZEBRA CROSSWALK

R=3.8R=2

1.50m

3.00m

EX. LETDOWN FOR PARKADE ACCESS(NEWLY CONSTRUCTED)

8.20m

EX. MODO CAR SHARE PARKING

EB

O

FF

-R

AM

P

E

B

O

F

F

-

R

A

M

P

EN

D 3x6x3 W

HITE

LINE

M

O

U

N

T

A

I

N

H

I

G

H

W

A

Y

EXISTINGCROSSWALK

R-009-2

(MOUNT ON

SIGNAL POLE)

P-002-L

P-002-R

600mm WHITESTOPBAR

300mm WHITE CROSSWALK2.5m WIDE

600mm WHITESTOPBAR

EX

.

EX

. R-001

EX

. R-016-1R

EX

. R-009-T

a

L

S

6.00m

BU

S S

TO

PI.D

. PO

LE

BU

S S

TO

PI.D

. PO

LE

BU

S S

TO

PI.D

. PO

LE(EX

. SIG

NS

)

(EX

. SIG

N)

(RE

LOC

AT

ED

)R

EM

OV

ELE

FT

AR

RO

W

EX

. CO

NC

. S/W


DATE

SENIOR DESIGNER

DATE

DATE

DATE

DATE

REV

BRITISHCOLUMBIA

2121-00333-00 12462-0001 1 R1-880-402



SOUTH COAST REGION


OXFORD STREET

B. OYSTENSEN

R. BEDARD

M. ZELTDRAWN

QUALITY ASSURANCE

QUALITY CONTROL

DESIGNED 2019-03-01

2019-03-01

2019-03-01

R1-880-400.DWG

2/28/2019

CAD FILENAME

PLOT DATE

SCALE



GEOMETRICS AND LANING, SIGNING AND

PAVEMENT MARKINGS, AND SPOT ELEVATIONS

0 12m1:2502

DA

TE

: 2

01

9-0

2-2

8, 1

4:2

8 F

IL

E: O

:\P

ro

j\2

12

1-0

03

33

-0

0-M

oT

I-P

hib

bs T

ra

nsit E

xch

an

ge

D

eta

ile

d D

esig

\1

0.0

D

RA

WIN

GS

\1

0.3

E

ng

in

ee

rin

g\P

hib

bs T

ra

nsit E

xch

an

ge

- 1

24

62

\P

ha

se

1

B

-L

in

e A

cce

ss\D

ra

win

gP

ro

du

ctio

n\4

00

_G

eo

me

tricsL

an

in

g\R

1-8

80

-4

00

.d

wg












Professional Seal

4

0

2

PHIBBS TRANSIT

EXCHANGE

2019-03-01

FOR PLAN SEE DWG. R1-880-102


REFERENCE DRAWINGS

NEW TRAFFIC SIGN SCHEDULE

P-002-L 1 1 NO PARKING SYMBOL BUS STOP - LEFT ARROW

P-002-R 1 1 NO PARKING SYMBOL BUS STOP - RIGHT ARROW

PS-002-L 1 1WARNING DIAMOND - PEDESTRIAN CROSSING AHEAD SYMBOL -LEFT

PS-002-R 1 1WARNING DIAMOND - PEDESTRIAN CROSSING AHEAD SYMBOL -RIGHT

PS-003-L 1 1 PEDESTRIAN CROSSING SYMBOL - LEFT

PS-003-R 1 1 PEDESTRIAN CROSSING SYMBOL - RIGHT

R-001 1 1 STOP SIGN

1RELOCATED 'PARKING FOR RESIDENTS OF 1500 OXFORD ST ONLY'(REMOVE LEFT ARROW FROM EX. SIGN)

TOTAL SIGNSTHIS SHEET

8 7

J. VORLICEK

Documents

PHIBBS TRANSIT EXCHANGE · 3.50 3.50 varies 3.50 original ground lane lane lane varies painted median 3.30 to 3.50 left turn bus only ex. 1.50 bike lane ex. 3.50 lane ex. 4.50 lane