BANK STREET RENEWAL RIVERSIDE DRIVE TO LEDBURY AVENUE FUNCTIONAL - - PowerPoint PPT Presentation

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BANK STREET RENEWAL RIVERSIDE DRIVE TO LEDBURY AVENUE FUNCTIONAL DESIGN STUDY PUBLIC OPEN HOUSE DECEMBER 6, 2016 AGENDA PURPOSE OF STUDY STUDY TIMELINE STUDY CONTEXT CORRIDOR DESIGN CRITERIA RECOMMENDED FUNCTIONAL

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SLIDE 1

BANK STREET RENEWAL

RIVERSIDE DRIVE TO LEDBURY AVENUE

FUNCTIONAL DESIGN STUDY

PUBLIC OPEN HOUSE DECEMBER 6, 2016

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SLIDE 2

AGENDA

  • PURPOSE OF STUDY
  • STUDY TIMELINE
  • STUDY CONTEXT
  • CORRIDOR DESIGN CRITERIA
  • RECOMMENDED FUNCTIONAL DESIGN (NORTH TO SOUTH)
  • FEEDBACK & DISCUSSION

2

BANK STREET FUNCTIONAL DESIGN STUDY

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SLIDE 3

3

Alta Vista Drive

Billings Bridge Station

PURPOSE OF STUDY

DEVELOP AN UPDATED FUNCTIONAL DESIGN PLAN – BANK STREET FROM RIVERSIDE NORTH TO LEDBURY AVENUE UPDATE INCORPORATES:

  • 2007 PRELIMINARY DESIGN REPORT
  • 2008 BANK/RIVERSIDE INTERSECTION MODIFICATIONS
  • 2012 BANK STREET CDP
  • 2013 OFFICIAL PLAN / TRANSPORTATION MASTER PLAN (TMP)
  • SEGREGATED CYCLING FACILITY
  • TRANSIT PRIORITY MEASURES

BANK STREET FUNCTIONAL DESIGN STUDY

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SLIDE 4

STUDY TIMELINE

4

BANK STREET FUNCTIONAL DESIGN STUDY

START ANALYSIS OF EXISTING

CONDITION

1ST ROUND OF

CONSULTATIONS

P&BCG AND TAC

(JUNE 2016)

DEVELOP DRAFT

FUNCTIONAL DESIGN PLAN

MODIFY PLAN BASED

ON CONSULTATION GROUP INPUT

FINAL REPORT (FEB. 2017)

TRANSFER TO INFRASTRUCTURE SERVICES DEPARTMENT

(FEB. 2017)

WE ARE HERE: PUBLIC OPEN HOUSE

(DEC. 2016)

REFINE AND DEVELOP

RECOMMENDED PLAN

(JAN. 2016) RMA APPROVAL PROCESS

TO BE FOLLOWED UNDER DELEGATED AUTHORITY

(CITY PREFERRED

APPROACH)

2ND ROUND OF

CONSULTATIONS

P&BCG AND TAC

(NOVEMBER 2016)

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SLIDE 5

STUDY CONTEXT

2012 BANK STREET COMMUNITY DESIGN PLAN (CDP)

5

BANK STREET FUNCTIONAL DESIGN STUDY

  • FRAMEWORK FOR FUTURE DEVELOPMENT:

– POLICY DIRECTIONS IN THE CITY’S OFFICIAL PLAN –

SITE SPECIFIC OBJECTIVES

  • CDP’S 13 CAPITAL PROJECTS:

– #1 – BANK STREET RECONSTRUCTION

PROJECT

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SLIDE 6

STUDY CONTEXT

2013 TRANSPORTATION MASTER PLAN (TMP)

6

BANK STREET FUNCTIONAL DESIGN STUDY

  • TRANSPORTATION VISION 2031:

– COMPLETE STREETS – WALKING / CYCLING – TRANSIT-ORIENTED DEVELOPMENT

  • BANK STREET IDENTIFIED AS:

– ARTERIAL MAIN STREET – CROSS-TOWN BIKEWAY OR SPINE ROUTE (CYCLING) – ISOLATED TRANSIT PRIORITY (ULTIMATE NETWORK) 2031 AFFORDABLE TRANSIT NETWORK ULTIMATE TRANSIT NETWORK

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SLIDE 7

STUDY CONTEXT

TRANSIT SERVICES

7

BANK STREET FUNCTIONAL DESIGN STUDY

  • OPERATING ROUTES:

– 1 – 5 – 8 – 41 – 112 – 148

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SLIDE 8

STUDY CONTEXT

COMPLETE STREETS AND MULTI-MODAL LEVEL OF SERVICE (MMLOS)

8

BANK STREET FUNCTIONAL DESIGN STUDY

  • COMPLETE STREETS:

– BALANCE THE SAFETY AND

MOBILITY OF ALL USERS

– DEVELOPMENT OF THE MMLOS GUIDELINES

  • MMLOS

– COMPARISON OF MODES – RELATIVE

ATTRACTIVENESS/COMFORT

– TRADE-OFFS

CITY’S INTERSECTION MMLOS TARGETS

🚷 🚳 🚍 🚛 🚘

1 RIVERSIDE DRIVE WESTBOUND A A D D E 2 RIVERSIDE DRIVE EASTBOUND A A D D E 13 HERON ROAD C B D D D 19 ALTA VISTA DRIVE A C D D E 20 WALKLEY ROAD A C D D E

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SLIDE 9

STUDY CONTEXT

TRANSPORTATION ANALYSIS

9

BANK STREET FUNCTIONAL DESIGN STUDY

  • TRAFFIC VOLUMES AND SIMULATION:

– AM AND PM PEAK HOUR – FUTURE (2031) CONDITIONS: – CITY TRANS REGIONAL MODEL SHOWS

TRAFFIC DECREASE (~5%)

– RESULTS IN THIS PRESENTATION ARE FROM

ANALYSES USING EXISTING VOLUMES

  • COLLISION DATA

(500) (1075) (235) (25) 225 480 150 10    M  275 (210)  375 (475)  100 (190) (250) 375  (375) 350  (285) 85  L    150 1150 135 (0) (215) (900) (145) Bank Street Walkley Bank Street Walkley

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SLIDE 10

CORRIDOR DESIGN CRITERIA

GENERAL DESIGN CRITERIA

10

BANK STREET FUNCTIONAL DESIGN STUDY

  • MINIMUM 1.5M MEDIAN
  • 4.0-5.0M DEPRESSED MEDIAN
  • 37.5M ULTIMATE RIGHT-OF-WAY
  • 50 KM/H DESIGN SPEED
  • 3.25M GENERAL LANES
  • 3.5M CURB LANES

1.80 1.80

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SLIDE 11

CORRIDOR DESIGN CRITERIA

DEPRESSED MEDIAN DESIGN

11

BANK STREET FUNCTIONAL DESIGN STUDY

  • EXISTING TWO-WAY LEFT-TURN LANES:

– IDENTIFIED FOR REMOVAL WITHIN CDP – COMMUNITY CONCERNS –

HIGH COLLISION RATES

  • FUNCTIONAL DESIGN:

– 1.5M MEDIAN WITH 3.25M-3.5M

ONE-WAY LEFT TURN LANES

– DEPRESSED MEDIAN FOR MULTIPLE

ACCESSES

Existing Conditions Proposed Condition Proposed Condition

Raised 1.5m Median w/ Left-Turn Lanes Depressed 4.0-5.0m Median

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SLIDE 12

CORRIDOR DESIGN CRITERIA

CRITERIA FOR PEDESTRIAN AND CYCLING REALM

12

BANK STREET FUNCTIONAL DESIGN STUDY

  • PREFERRED (WITH BOULEVARD):

– 1.2M BUFFER – 1.5M CYCLE TRACK – 1.5-2.5M LANDSCAPE / AMENITY

BOULEVARD

– 1.8M SIDEWALK

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SLIDE 13

CORRIDOR DESIGN CRITERIA

CRITERIA FOR PEDESTRIAN AND CYCLING REALM

13

BANK STREET FUNCTIONAL DESIGN STUDY

  • PREFERRED (NO BOULEVARD):

– 1.2M BUFFER – 1.8M CYCLE TRACK – 0.2M DELINEATOR STRIP – 2.0M SIDEWALK – 1.8M BUS STOP PAD

  • MINIMUM:

– 0.65M BUFFER – 1.5M CYCLE TRACK – 0.2M DELINEATOR STRIP – 1.8M SIDEWALK – 1.2M BUS STOP PAD

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SLIDE 14

RECOMMENDED FUNCTIONAL DESIGN

FROM NORTH TO SOUTH – AREAS OF INTEREST

14

BANK STREET FUNCTIONAL DESIGN STUDY ELEVEN AREAS:

  • RIVERSIDE NORTH
  • RIVERSIDE SOUTH
  • BILLINGS BRIDGE SHOPPING CENTRE ACCESS
  • KILBORN PLACE
  • BLUE HERON MALL

Walkley Road

Walkley Station Billings Bridge Station

Ledbury Avenue

  • HERON ROAD
  • BETWEEN HERON AND ERIE
  • ALTA VISTA DRIVE
  • WALKLEY ROAD
  • NOTTING HILL AVENUE
  • BETWEEN NOTTING HILL AND KITCHENER

Notting Hill Avenue Blue Heron Mall Entrance

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SLIDE 15

RIVERSIDE DRIVE NORTH

15

BANK STREET FUNCTIONAL DESIGN STUDY

Walkley Road

Walkley Station Billings Bridge Station

Ledbury Avenue

  • EXISTING CONDITIONS
  • GRADE SEPARATED RIDEAU RIVER EASTERN PATHWAY
  • RECOMMENDED FUNCTIONAL DESIGN

Notting Hill Avenue Blue Heron Mall Entrance

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SLIDE 16

RIVERSIDE DRIVE NORTH

EXISTING CONDITIONS

16

BANK STREET FUNCTIONAL DESIGN STUDY

  • LANE CONFIGURATION

– TWO THROUGH LANES FOR

NORTHBOUND, SOUTHBOUND, AND WESTBOUND VEHICLES

– DEDICATED WBL LANE

  • NORTH CROSSWALK

– NO CROSSRIDE FACIILITY – CONSTRAINED NORTH CORNERS

  • COLLISION HISTORY:

– CYCLING FATALITY IN 2013

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SLIDE 17

RIVERSIDE DRIVE NORTH

RIDEAU RIVER EASTERN PATHWAY CROSSING

17

BANK STREET FUNCTIONAL DESIGN STUDY

  • CITY/NCC GRADE SEPARATED RIDEAU

RIVER EASTERN PATHWAY:

– CONSTRUCTION 2018 – MAJORITY OF EAST-WEST

CYCLING/PEDESTRIAN TRAFFIC REMOVED FROM INTERSECTION

Conceptual Rendering

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SLIDE 18

RIVERSIDE DRIVE NORTH

RIDEAU RIVER EASTERN PATHWAY CROSSING

18

BANK STREET FUNCTIONAL DESIGN STUDY

  • NO CHANGE TO LANE CONFIGURATION
  • NORTH LEG CROSSING

– SEPARATED CROSSRIDE – ACCOMMODATES ALL USERS AND

MOVEMENTS

– NORTH CORNERS REMAIN

CONSTRAINED

  • NORTHBOUND CYCLISTS :

– TRANSITION TO MIXED TRAFFIC USING

BIKE LANE WITH ADVANCED STOP BAR

– OR CROSSRIDE TO NORTHEAST

CORNER

Recommended Functional Design

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SLIDE 19

RIVERSIDE DRIVE SOUTH

19

BANK STREET FUNCTIONAL DESIGN STUDY

Walkley Road

Walkley Station Billings Bridge Station

Ledbury Avenue

  • EXISTING CONDITIONS
  • RECOMMENDED FUNCTIONAL DESIGN

Notting Hill Avenue Blue Heron Mall Entrance

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SLIDE 20

RIVERSIDE DRIVE SOUTH

EASTBOUND VEHICLE CAPACITY AND WEAVING

20

BANK STREET FUNCTIONAL DESIGN STUDY

  • LANE CONFIGURATION

– TWO THROUGH LANES FOR

NORTHBOUND, SOUTHBOUND, AND

EASTBOUND VEHICLES – DEDICATED EBL, EBR AND NBR LANES

  • EXISTING WEAVING ISSUE:

– TWO WEAVES

  • 60M IN LENGTH FOR LEFT TURN

CHANNEL

  • 35M IN LENGTH FOR RIGHT TURN

CHANNEL

  • NORTHERN EXTENT OF BANK STREET

BIKE LANES

  • LARGE EASTBOUND RIGHT-TURN ISLAND

Existing Conditions

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SLIDE 21

RIVERSIDE DRIVE SOUTH

EASTBOUND VEHICLE CAPACITY AND WEAVING

21

BANK STREET FUNCTIONAL DESIGN STUDY

  • RECOMMENDED FUNCTIONAL DESIGN:

– REMOVE RIGHT-TURN CHANNELS – PROTECTED CYCLING CROSSINGS – EB RIGHT-TURN LANE NOW A

THROUGH-RIGHT LANE – IMPROVES VEHICLE CAPACITY AND WEAVING

Recommended Functional Design

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SLIDE 22

BILLINGS BRIDGE SHOPPING CENTRE

SPECIFIC ISSUES AND CONCERNS

22

BANK STREET FUNCTIONAL DESIGN STUDY

Walkley Road

Walkley Station Billings Bridge Station

Ledbury Avenue

  • COMMERCIAL/APARTMENT ACCESS
  • UNSIGNALIZED NORTHBOUND LEFT-TURN

– EXISTING ISSUE

  • RECOMMENDED FUNCTIONAL DESIGN

Notting Hill Avenue Blue Heron Mall Entrance

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SLIDE 23

BILLINGS BRIDGE SHOPPING CENTRE

COMMERCIAL/APARTMENT ACCESS

23

BANK STREET FUNCTIONAL DESIGN STUDY

  • UNSIGNALIZED WBT AND WBL

FROM APARTMENT COMPLEX

/COMMERCIAL ACCESS

DIFFICULT TO COMPLETE

  • RECOMMENDED FUNCTIONAL

DESIGN:

– NEW CENTRE MEDIAN – APARTMENT

COMPLEX/COMMERCIAL ACCESS RIGHT-OUT ONLY

Recommended Functional Design Existing Conditions

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SLIDE 24

BILLINGS BRIDGE SHOPPING CENTRE

UNSIGNALIZED NORTHBOUND LEFT-TURN

24

BANK STREET FUNCTIONAL DESIGN STUDY

  • EXISTING ISSUE:

– NBL STORAGE LENGTH

INSUFFICIENT

– VEHICLES QUEUE BEYOND TRANSITWAY INTERSECTION – BLOCK TRANSIT VEHICLES Existing Conditions

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SLIDE 25

BILLINGS BRIDGE SHOPPING CENTRE

UNSIGNALIZED NORTHBOUND LEFT-TURN

25

BANK STREET FUNCTIONAL DESIGN STUDY

  • RECOMMENDED FUNCTIONAL DESIGN:

–

ENDS NB LEFT-TURN STORAGE BY EXTENDING MEDIAN (MATCHES

EXISTING HATCHING) – VEHICLES QUEUE INTO GENERAL NB

VEHICLE LANE DURING PEAK PERIODS

– TRANSIT NOT IMPACTED

  • REMOVE RIGHT-TURN ISLAND AT

NORTHWEST CORNER OF TRANSITWAY INTERSECTION

Recommended Functional Design

Extended Median 2-Way Cycle Track + Sidewalk

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SLIDE 26

KILBORN PLACE

SPECIFIC ISSUES AND CONCERNS

26

BANK STREET FUNCTIONAL DESIGN STUDY

Walkley Road

Walkley Station Billings Bridge Station

Ledbury Avenue

  • CYCLING CONNECTION TO KILBORN PLACE

– RECOMMENDED FUNCTIONAL DESIGN

Notting Hill Avenue Blue Heron Mall Entrance

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SLIDE 27

KILBORN PLACE

CYCLING CONNECTION TO KILBORN PLACE

27

BANK STREET FUNCTIONAL DESIGN STUDY

  • IMPROVE CYCLING CONNECTION FROM

BANK STREET (NORTH) TO KILBORN AVENUE VIA KILBORN PLACE

  • RECOMMENDED FUNCTIONAL DESIGN:

– TWO-WAY CYCLING FACILITY FROM TRANSITWAY INTERSECTION TO KILBORN PLACE – SEPARATE SIDEWALK

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SLIDE 28

BLUE HERON MALL

SPECIFIC ISSUES AND CONCERNS

28

BANK STREET FUNCTIONAL DESIGN STUDY

Walkley Road

Walkley Station Billings Bridge Station

Ledbury Avenue

  • DIFFICULT EASTBOUND LEFT-TURN EXITING BLUE HERON MALL

– EXISTING CONDITIONS – OPTION 1: SIGNALIZE EXISTING ACCESS – OPTION 2: NEW SIGNALIZED ACCESS

Notting Hill Avenue Blue Heron Mall Entrance

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SLIDE 29

BLUE HERON MALL

EXISTING CONDITIONS

29

BANK STREET FUNCTIONAL DESIGN STUDY

  • EXISTING TWO-WAY LEFT-TURN

LANE

  • DIFFICULT FOR VEHICLES TO

MAKE LEFT TURNS

  • EXISTING SIGNALIZED

PEDESTRIAN CROSSING

Existing Conditions

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SLIDE 30

BLUE HERON MALL

OPTION 1: SIGNALIZED EXISTING ACCESS

30

BANK STREET FUNCTIONAL DESIGN STUDY

  • INCREASE “THROAT LENGTH”

OF BLUE HERON MALL ENTRANCE

  • SHARED ACCESS TO 1515 AND

1525 BANK STREET

  • REMOVE EXISTING PEDESTRIAN

CROSSING

  • APPROXIMATELY 115M

BETWEEN CROSSWALKS OF

RANDALL AVENUE AND NEW

SIGNALIZATION

Option 1

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SLIDE 31

BLUE HERON MALL

OPTION 2: NEW SIGNALIZED ACCESS

31

BANK STREET FUNCTIONAL DESIGN STUDY

  • “SPLITS THE DIFFERENCE”

BETWEEN RANDALL AVENUE AND HERON ROAD

  • SHARED ACCESS TO 1515 AND

1525 BANK STREET

  • CLOSER TO EXISTING

SIGNALIZED PEDESTRIAN CROSSING

  • ASSESSMENT OF OPTIONS

INCLUDES IMPACTS ON PROPERTY, CIRCULATION, AND AFFECTS TO PARKING

Option 2

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SLIDE 32

HERON ROAD

32

BANK STREET FUNCTIONAL DESIGN STUDY

Walkley Road

Walkley Station Billings Bridge Station

Ledbury Avenue

  • EXISTING CONDITIONS
  • ASSESSMENT OF OPTIONS

Notting Hill Avenue Blue Heron Mall Entrance

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SLIDE 33

HERON ROAD

EXISTING CONDITIONS

33

BANK STREET FUNCTIONAL DESIGN STUDY

Limited Space

  • LANE CONFIGURATION

– TWO THROUGH LANES – TWO NORTHBOUND LEFT-TURN LANES – RIGHT-TURN CHANNELS ON THREE CORNERS – EB AND WB RIGHT-TURN LANES

  • ADEQUATE VEHICLE CAPACITY

– OVERALL INTERSECTION LOS E (E) – WBT OVERCAPACITY IN THE PM PEAK – WBT HIGHEST TRANSIT DELAY (AM & PM)

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SLIDE 34

HERON ROAD

RECOMMENDED FUNCTIONAL DESIGN

34

BANK STREET FUNCTIONAL DESIGN STUDY

  • CHANGES FROM EXISTING

– CYCLE TRACKS – REMOVE RIGHT TURN CHANNEL / ISLAND

ON SOUTHWEST CORNER

  • AVERAGE ‘PEDESTRIAN EXPOSURE TO

TRAFFIC AT SIGNALIZED INTERSECTIONS’ (PETSI) SCORE IMPROVES BY 7.75 POINTS

Recommended Functional Design

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SLIDE 35

BETWEEN HERON AND ERIE

SPECIFIC ISSUES AND CONCERNS

35

BANK STREET FUNCTIONAL DESIGN STUDY

Walkley Road

Walkley Station Billings Bridge Station

Ledbury Avenue

  • DEPRESSED MEDIAN TREATMENT

– RECOMMENDED FUNCTIONAL DESIGN

Notting Hill Avenue Blue Heron Mall Entrance

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SLIDE 36

BETWEEN HERON AND ERIE

DEPRESSED MEDIAN TREATMENT

36

BANK STREET FUNCTIONAL DESIGN STUDY

  • EXISTING TWO-WAY LEFT-TURN LANE
  • RECOMMENDED FUNCTIONAL DESIGN:

– DEPRESSED CONCRETE MEDIAN (4.0- 5.0M WIDE) – BREAKS IN MEDIAN AT UNSIGNALIZED

INTERSECTIONS

  • TEXTURED TREATMENT
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SLIDE 37

ALTA VISTA DRIVE

37

BANK STREET FUNCTIONAL DESIGN STUDY

Walkley Road

Walkley Station Billings Bridge Station

Ledbury Avenue

  • EXISTING CONDITIONS
  • RECOMMENDED FUNCTIONAL DESIGN

Notting Hill Avenue Blue Heron Mall Entrance

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SLIDE 38

ALTA VISTA DRIVE

EXISTING CONDITIONS

38

BANK STREET FUNCTIONAL DESIGN STUDY

  • LANE CONFIGURATION

– THREE NB LANES, TWO SB LANES – NB AND SB LEFT-TURN LANES – WBL AND SHARED WB LANE – NORTHBOUND RIGHT-TURN CHANNEL – WEST LEG IS ACCESS 1770 BANK STREET

  • ADEQUATE VEHICLE CAPACITY

– OVERALL INTERSECTION LOS B (C)

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SLIDE 39

ALTA VISTA DRIVE

RECOMMENDED FUNCTIONAL DESIGN

39

BANK STREET FUNCTIONAL DESIGN STUDY

  • CYCLE TRACKS AND CROSSRIDES
  • 3RD NBT LANE BECOMES A DEDICATED

NORTHBOUND RIGHT-TURN LANE

– REMOVE NORTHBOUND BUS BAY

  • REMOVES NORTHBOUND RIGHT-TURN

CHANNELIZATION

  • UNABLE TO ADD A NEW SOUTH CROSSWALK

– BUSINESSES ACCESSES ON WEST SIDE OF

ROAD LIMIT CROSSWALK LANDING AREA

– CROSSING CANNOT OCCUR ACROSS A

DOUBLE LEFT-TURN

Recommended Functional Design

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SLIDE 40

WALKLEY ROAD

40

BANK STREET FUNCTIONAL DESIGN STUDY

Walkley Road

Walkley Station Billings Bridge Station

Ledbury Avenue

  • EXISTING CONDITIONS
  • RECOMMENDED FUNCTIONAL DESIGN

Notting Hill Avenue Blue Heron Mall Entrance

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SLIDE 41

WALKLEY ROAD

EXISTING CONDITIONS

41

BANK STREET FUNCTIONAL DESIGN STUDY

  • LANE CONFIGURATION

– TWO THROUGH LANES ON ALL

APPROACHES, AND THREE NBT LANES

– TWO LEFT TURN LANES ON THREE

APPROACHES, AND ONE NBL LANE

– RIGHT-TURN CHANNELS ON ALL CORNERS – NB AND SB RIGHT TURN LANES

  • ADEQUATE VEHICLE CAPACITY

– OVERALL INTERSECTION LOS C (E)

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SLIDE 42

WALKLEY ROAD

RECOMMENDED FUNCTIONAL DESIGN

42

BANK STREET FUNCTIONAL DESIGN STUDY

  • CHANGES FROM EXISTING

– CYCLE TRACKS – NEW 2ND NORTHBOUND LEFT-TURN LANE – REMOVE RIGHT TURN CHANNELS / ISLANDS

ON EAST CORNERS

– 3RD NB LANE AND NB RIGHT-TURN LANE

BECOME A RIGHT-TURN LANE (TRANSIT EXCEPTED)

  • AVERAGE ‘PEDESTRIAN EXPOSURE TO

TRAFFIC AT SIGNALIZED INTERSECTIONS’ (PETSI) SCORE IMPROVES BY 15 POINTS

Recommended Functional Design

Right-turn Only; Transit Excepted

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SLIDE 43

NOTTING HILL AVENUE

43

BANK STREET FUNCTIONAL DESIGN STUDY

Walkley Road

Walkley Station Billings Bridge Station

Ledbury Avenue

  • NEW SIGNALIZATION - RECOMMENDED FUNCTIONAL DESIGN

Notting Hill Avenue Blue Heron Mall Entrance

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SLIDE 44

NOTTING HILL AVENUE

RECOMMENDED FUNCTIONAL DESIGN

44

BANK STREET FUNCTIONAL DESIGN STUDY

  • REDUCES DISTANCE WITHOUT PEDESTRIAN

CROSSING

– EXISTING 465M BETWEEN CROSSWALKS OF WALKLEY AND KITCHENER – REDUCED TO 190M AND 250M BETWEEN

CROSSWALKS

  • POSSIBLE FUTURE ACTIVE TRANSPORTATION

ROUTE TO WALKLEY STATION

– SIGNALIZATION PROPOSED IN PRELIMINARY

WORK OF LRT STAGE 2 STATION

CONNECTIVITY STUDY Recommended Functional Design

slide-45
SLIDE 45

BETWEEN NOTTING HILL AND KITCHENER

SPECIFIC ISSUES AND CONCERNS

45

BANK STREET FUNCTIONAL DESIGN STUDY

Walkley Road

Walkley Station Billings Bridge Station

Ledbury Avenue

  • DEPRESSED MEDIAN TREATMENT

– RECOMMENDED FUNCTIONAL DESIGN

Notting Hill Avenue Blue Heron Mall Entrance

slide-46
SLIDE 46

BETWEEN NOTTING HILL AND KITCHENER

DEPRESSED MEDIAN TREATMENT

46

BANK STREET FUNCTIONAL DESIGN STUDY

  • EXISTING TWO-WAY LEFT-TURN LANE
  • RECOMMENDED FUNCTIONAL DESIGN:

– DEPRESSED CONCRETE MEDIAN (4.0- 5.0M WIDE) – BREAKS IN MEDIAN AT UNSIGNALIZED

INTERSECTIONS

  • TEXTURED TREATMENT
slide-47
SLIDE 47

FEEDBACK & DISCUSSION

47

BANK STREET FUNCTIONAL DESIGN STUDY

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