Lansdowne Revitalization
Transportation Impact and Assessment Study and Transportation Demand

Management Plan

Terms of Reference

1                   Background

Throughout 2009, Ottawa City Council provided incremental guidance and approval to the Lansdowne Park Revitalization/Redevelopment Project, referred to as the Lansdowne Partnership Plan (L.P.P.).  With regard to transportation, the related impacts and requirements of the redevelopment proposal has also been addressed in increasing level of detail as the process advanced.

The most recent transportation analysis is contained in the 28 August 2009 report prepared for the Ottawa Sports and Entertainment Group (OSEG) titled “Lansdowne Development Transportation Strategy”.  The key content of this document, and its relationship to the City’s Official Plan and Transportation Plan policy framework, were presented to the joint Transportation Committee and Transit Committee on 08 October 2009. 

At a macro-level, the Transportation Strategy addressed two broad scenarios.  One was the transportation-related impacts and requirements of the estimated “day-to-day” activity related to the proposed retail, office, residential and hotel land uses.  The other was the transportation-related impacts and requirements of the periodic “activities/events” in the Civic Centre and/or Stadium, including any overlap with the ongoing daily activities.  For both scenarios, the Transportation Strategy identified:

·         the preliminary impacts and requirements of the LPP for all travel modes in the context of previous Council direction and City policy;

·         a preliminary and innovative Transportation Demand Management Plan to address travel requirements; and

·         transportation-related action items for further study, including the need for a comprehensive Transportation Impact and Assessment (TIA) Study consistent with the City’s Transportation Study Guidelines, but focussed on the specific impacts and requirements of the LPP.  A copy of Chapter 6 of this report titled “Transportation Strategy and Related Action Plan” of the Transportation Strategy is included as Attachment A to this Terms of Reference.

 

The key determinations related to the Transportation Strategy, as reported to Transportation and Transit Committee, were that:

·         The strategy embodies principles and directions of the Official Plan (OP) and Transportation master Plan (TMP) in the context of City Council Directions of April 22, 2009 which included:

o        revitalizing the stadium and Civic Centre;

o        reducing the hard surface area and increasing green and public open space

o        enhancing links to pedestrian and cycle systems; and

o        advancing transit options.

·          The strategy focuses on day-to-day activities and special events;

·          The strategy builds on past experiences;

·          The strategy is high level – while a certain level of assessment had been done to confirm that it can be made to work, additional detailed work remains to be done, and develop a Transportation Management Plan for the LPP;

·          The additional work would be undertaken through a more detailed Transportation Study;

·          Key areas where additional work is required as part of the study to develop the Plan includes the following:

o        confirm availability of on-street parking;

o        secure arrangements with off-site parking lot owners (Carleton University, Confederation Heights);

o        continued discussions with NCC to confirm opportunities/options related to Queen Elizabeth Driveway;

o        determining specifics of transit and shuttle bus operational requirements for various event sizes;

o        develop aggressive TDM promotional and communications initiatives that would be rolled out for events.

City Council, at its November 2009 session, approved and directed the conduct of a number of activities including a more comprehensive Transportation Study undertaken in accordance with the Council-approved Transportation Impact Study guidelines and the development of a TDM Plan for the Lansdowne revitalization.  The Terms of Reference for this Study and for the TDM plan are provided herein.

2                   Development Proposal

The land use details of the LPP have evolved over the course of 2009 and will be refined in early 2010 for input into the subject Transportation Impact Assessment.  As a broad overview, the Lansdowne revitalization will include:

 

·         a refurbished 24,000 seat open air stadium, with expansion potential to 40,000 seats for unique special events;

·         a refurbished 11,000 person capacity Civic Centre;

·         general retail and possibly a food store and cinemas;

·         a Bank Street office tower;

·         a Bank Street hotel;

·         residential uses in the form of condominium apartments and possible stacked townhomes along Holmwood; and

·         a design competition for the public realm “green” space at the east end of the site between the stadium and the Rideau Canal, including integration of the Horticultural Building, the Aberdeen Pavilion and providing a permanent home for the Ottawa Farmers Market

The previous version of the Site Concept Plan that was included in the aforementioned Transportation Strategy is included as Attachment B for general reference.  Photographs of Lansdowne Park in its local context are included as Attachment C.

3       Study Objectives

As the revitalization program conditionally approved by Council in November 2009 will require a Zoning By-Law Amendment to permit uses to be located within the new mixed-use development area (commercial, office, hotel, residential), the City’s TIA Guidelines recommend the conduct of a comprehensive Community Transportation Study (CTS) to address the proposal’s transportation impacts and requirements. 

As there are two distinct components to the LPP (day-to-day activities and periodic events), the overall objectives of the transportation analysis will need to be different for each.  The focus of the “day-to-day” scenario will be the more traditional TIA assessment looking at parking needs, site access issues, pedestrian/cyclist connectivity, ability to accommodate traffic during peak periods, level of transit service and modal share assumptions, and types of TDM initiatives to reduce single occupant vehicles and increase other modes of travel. 

The focus of the “event” analysis would be to build upon the Transportation Strategy and provide greater clarity around interventions needed to support getting people to and from Lansdowne Park for different sized Civic Centre/Stadium events.  The focus would be based upon increased local transit service, satellite parking and bus shuttles, and the interventions required with regard to traffic operations, parking prohibitions, emergency services, etc. and clearly demonstrating how this would work and what the impacts/issues would be (such as additional bus service on Bank Street, shuttle buses along Lakeview, potential use of QED, on-street parking loss, etc.). 

The overlap analysis is essentially the cumulative impacts related to “day-to-day” on-site activity when an “event” is also occurring at Lansdowne.  This impact will be quantified, to the extent possible, to allow an understanding of what this means with respect to transportation issues and overall community (neighbourhood and business) impact to allow Council to make determinations as to the acceptability of the traffic impacts and overall impacts when giving consideration to giving its final approval to the Lansdowne revitalization program and Partnership agreement with OSEG.

Within this framework, and within a study area (Figure 1) bounded by Bronson Avenue (including Queen Elizabeth Driveway to Preston Street), Highway 417, Main Street and Riverside Drive, the objectives of the study will be to provide professional transportation and transit planning services to produce a thorough Transportation Impact Assessment, Transit Service Plan and Transportation Demand Management Plan that address the relevant issues.  The study area may extent beyond the area described in Figure 1 to provide information to Council on traffic conditions related to the various scenarios associated with the Lansdowne redevelopment.

4       Transportation Issues

The following transportation issues, at a minimum, are to be addressed in the respective aforementioned studies.  At the meeting with key community representative, held on January 26, 2010 at City Hall to review these Terms of Reference, a number of issues were raised by those in attendance prior to having the opportunity to thoroughly review the Terms of Reference.  The draft Terms of Reference presented at this stakeholder meeting has been modified with this final Terms of Reference including additional items to respond to the comments provided dealing with the conduct and scope of the study.  Other comments were reflected in the draft Terms of Reference, and those that are more general in nature, have been included as Attachment D.  These will be reviewed and addressed as appropriate during the conduct of the study.

·         Pedestrian – target modal share (range), network connectivity, protected crossing of Bank Street (to/from bus stops), crossing of Queen Elizabeth Driveway, on-site circulation and capacity; interaction with general traffic; effect on an additional pedestrian bridge across the Rideau Canal; 

·         Cycling – target modal share (range), network connectivity, on-site storage and crossing requirements along Queen Elizabeth Driveway;

·         Transit Planning and Operations including – transit ridership forecasting (range), evaluation of transit-priority measures on Bank Street, assessment of travel time/delays; arrival/departure frequencies, bus storage requirements (where); fleet/labour requirements; confirmation of off-site shuttle locations, routings and facility requirements for all significant on-site activity combinations;

·         Traffic flow – evaluate area intersection operation and performance, particularly in close proximity to the site; evaluation of proposed traffic management measures; assessment of travel times/delays; identify Highway 417 access routes; evaluate community traffic infiltration (either avoiding congestion or searching for on-street parking space) identify emergency response routes, particularly for major stadium events, on-site and area circulation and interaction with pedestrian movements – minimize conflict between pedestrians and vehicles especially buses;

·         Site access points – safe accommodation of pedestrian, bicycle and vehicular traffic at all proposed site driveway connections;

·         Parking – on-site capacity and related vehicle access/egress and circulation; off-site parking capacity (on-street supply and shuttle lot supply...varies by time and day); impacts of large Civic Centre/Stadium events on on-street parking on study area primary streets, event parking impacts on study area businesses and residents; and sufficient on-site parking for Farmer’s Market;

·         Transportation Demand Management –research TDM programs of other venues; establish range of potential effectiveness; and recommend specific measures.

·         Other – taxi operations, potential of water taxis on Rideau Canal, service vehicle impacts/requirements, comparison to other stadiums of similar scale with respect to transportation infrastructure.


·         Queen Elizabeth Driveway – recognition and accounting for the integrity, role, function of Queen Elizabeth Drive as a signature and historical component of NCC parkway system; pedestrian and bicycle crossing requirements.

 

5       Assessment

The foregoing transportation issues can take on varying levels of significance depending on the time of day, day of the week, and whether or not there is an event occurring in the Civic Centre and/or the Stadium and the nature of any activities/events occurring in the open space area.  Each proposed on-site land use has its own unique traffic generation, parking requirement, peak period of activity and combined transit service requirement.  Transit resource requirements are also an important consideration when establishing event timing.  As such, the assessment to determine impacts and to develop TDM strategies has to be given to the following scenarios/time periods:

          Day-to-day activities

·         office, hotel and residential commuter peaks - weekday (AM and PM peak periods); and

·         retail peak – Saturday and/or Sunday (1:00-2:00 PM) and weekday evening (6:00 – 9:00 PM).

Event Activities

 

·         hockey - inbound peak – Friday (6:30 – 7:30 PM) or Sunday (1:00-2:00 PM) – Oct to April;

·         hockey outbound peak - Friday (10:00 – 11:00 PM) or Sunday (4:30 to 5:30 PM);

·         football/soccer inbound peak – weekday evening (6:30 – 7:30 PM) or weekend (1:00-2:00 PM) – July to Nov;

·         football/soccer outbound peak - weekday evening (10:00 – 11:00 PM) or weekend (4:30 to 5:30 PM);

·         large events – Friday evenings, Saturday or Sunday afternoon/evening;

·         NCC’s Rideau Canal programmed events (tulip festival, Winterlude, etc.); and

·         Ottawa Farmers Market – Saturday/Sunday daytime.

Based on the various combinations of land use activities that could impact overall pedestrian, cycling, transit, parking and traffic solutions for the Lansdowne revitalization, it will be necessary to identify the numerous combinations of activities that have meaningful impacts and requirements.  Likely scenarios include, but are not limited to:

·         Scenario 1 – daytime including office, hotel, residential and retail (AM Peak hour, PM peak hour and SAT peak hour);

·         Scenario 2 – weekday evening including significant retail (restaurant; cinema) and with/without OHL Hockey (up to 10,000) [Friday evening];

·         Scenario 3 – full retail and CFL Football/soccer (up to 25,000) [Saturday and Sunday afternoons and Friday evenings]; and

·         Scenario 4 – some retail (restaurant; cinema) and large event (up to 40,000) [weekend evening].

 

Note that the transportation assessment of event activities will focus on arrival conditions at the site, although consideration will also be given to departure conditions from the site where data are available.

Where appropriate, the overlapping effect of the Farmers Market and other programmed events for the site’s open space will also be assessed.

6       Study Area

As depicted on Figure 1, the study area, for purposes of the CTS, is generally bounded by Bronson Avenue to the west (including Queen Elizabeth Driveway to Preston Street), Highway 417 to the north, Main Street to the east and Riverside Drive to the south.  This area defines the area where it is considered important to provide for an understanding of expected traffic conditions related to the scenarios to be examined.  Should it be determined through the conduct of the study, that additional analysis is required outside this area, the additional analysis required will be undertaken consistent with sound transportation engineering practice.

Within the study area there will need to be different levels of focus and detail.  The primary focus with regard to traffic operations will be on Bank Street (Sunnyside to Glebe) and Queen Elizabeth Drive adjacent to the site (Bank to Fifth).  Secondary focus will be on Bank Street (downtown to Riverside), Queen Elizabeth Driveway (downtown to Preston) and Sunnyside (Bronson to Riverside). 

With regards to local streets, Holmwood Avenue and Fifth Avenue will be important considerations due to their connectivity to Bronson Avenue and Queen Elizabeth Driveway and their proximity to Lansdowne.  Glebe Avenue and Powell Avenue are also through connections between Bank and Bronson as is Sunnyside which is a through connection between Bronson and Riverdale. These streets are included in the area to be assessed and should it be determined that they are potentially streets that will experience changes in traffic conditions attributable to any of the assessment scenarios, they will be examined in the level of detail required consistent with the City’s TIA guidelines and sound transportation engineering practice.   While all other local streets that are not major connecting streets in the study area will be potentially impacted by the larger scale events, quantifying the impact may be excessively challenging due to the hundreds of block faces in the study area, the absence of existing traffic data and inability to accurately estimate human driving patterns/behaviour over such a large study area.  The consultant will use professional judgement to arrive at possible conclusions with respect to potential impacts on local streets and to assist in this, will undertake an analysis of some representative internal intersections to determine current conditions and to undertake a sensitivity analysis.

7       Analysis Constraints

In addition to the aforementioned constraints related to site traffic impacts on an expansive local street network, other factors that will be of some constraint and need to be acknowledged, include:

·         for the key intersections within the study area, only weekday peak hour traffic counts are currently available at most locations.  There are very few, if any, Saturday counts available at key signalized intersections, there are likely no evening traffic counts, and there are likely to be no counts for any time period at the hundreds of local street intersections within the study area.  The City will provide the consultant all available traffic data for the study area’s local street network and will undertake some additional counts where it is deemed important to have current data.  The analysis to assess the various scenarios will, therefore, be based on a combination of data analysis and professional judgement and qualitative assessment where there may not be data; and

·         there is sometimes uncertainty with estimating auto, transit, pedestrian and cycling trip generation from sporting events as it is a function of modal shares arrival/departure patterns of patrons and auto occupancy.  As such, plausible ranges for these key variables must be considered to provide some level of sensitivity analysis with regard to traffic impact, parking requirements and transit service requirements.

8       Work Plan Requirements

To meet the objectives of the Lansdowne Revitalization Program, this Transportation Impact Assessment will require the completion of a number of major tasks, appropriate consultation and preparation of deliverables.  These are itemized, as follows, and are to be considered the minimum requirements.

8.1      Major Tasks

Confirm Base Conditions

a)     confirm the uses/activities to be accommodated/provided for as part of the Lansdowne Revitalization (uses and floor areas for new development, range of Civic Centre and Stadium activities/events and times for these, programmed activities/events for the open space area;

b)     confirm/formulate demand scenarios to provide a full range for meaningful analyses;

c)     develop, in consultation with the City, data collection program (including some local street intersections internal to adjacent communities) required to establish baseline conditions for those time periods corresponding to the above-noted demand scenarios (i.e. weekday evening; Saturday afternoon);

d)     update existing conditions analyses undertaken for the LPP Transportation Strategy completed in August 2009 for additional time periods to the extent reasonable;

e)     confirm, in consultation with the City, background traffic growth on area roads;

f)       confirm, in consultation with the City, the horizon year for analysis purposes;

g)     re-examine assumptions and estimates presented in the LPP Transportation Strategy completed in August 2009 related to transit ridership forecasting in order to confirm transit service requirements (includes routings, stops, frequency, fleet/labour requirements) for each scenario, including regular day-to-day operation;

h)     confirm, in consultation with the City, feasible targets for transit, walk, cycle modal shares for each scenario, and confirm measures (including TDM);

 


Assessment of Scenarios

i)        assess projected pedestrian activity and identify appropriate network/intersection modifications (includes area circulation, requirement for protected crossings (Bank Street and Queen Elizabeth Driveway), interaction with other travel modes) for each scenario;

j)       assess projected bicycle activity and identify appropriate network modifications (includes area circulation, requirement for facilities/amenities including bike parking to support increased use of bikes, interaction with other travel modes) for each scenario;

k)      confirm and assess shuttle operations (includes an evaluation of travel time to/from shuttle locations and the impact of candidate transit priority measures) for each scenario;

l)        assess traffic operations (includes an evaluation of projected congestion levels on major study area road/intersections and develop appropriate traffic management plans) for each scenario.  Identify new traffic control measures, if appropriate;

m)    liaise with City Project Manager for the Bank Street Reconstruction project to maximize successful integration of the two projects with respect to traffic operation, pedestrian crossing and storage accommodation, transit service and urban design;

n)     assess traffic operations related to access/egress at the selected satellite parking lots;

o)     for the off-site shuttles, determine functional requirements of the related shuttle service including on-site operation, platform requirements and bus routing to Lansdowne Park;

p)     for on-site bus loading/unloading during major events, confirm bus access/egress requirements to/from Queen Elizabeth Drive and on-site bus circulation and platform requirements.  Also, related pedestrian movement and queuing space requirements, and crowd control to minimize pedestrian/vehicle conflicts;

q)     assess on-site and off-site parking needs to support each scenario in the context of supporting increased use of non-auto travel for day-to-day and for events/activities;

r)       assess on-site parking operations with respect to inbound processing capacity (i.e., how quickly can vehicles be processed, where will queues form) and outbound operations (i.e., how long to exit site after an event) including minimizing vehicle/pedestrian conflicts.  Also address goods delivery and set-up requirements for events;

s)      estimate the loss of parking related to implementation of transit priority measures;

t)      estimate of on-street parking demand related to various event sizes and identify/quantify as best possible other off-street parking opportunities in area including private property where zoning allows;

u)     for each scenario, consider development of a simulation model to aid in the assessment of transit and traffic operations, and to provide visualization of projected operations on Bank Street (Sunnyside to Fifth) and Queen Elizabeth Driveway (Bank to Fifth);

v)     provide qualitative assessment of the traffic impact on the local street network for each scenario;

w)    recommend appropriate event programming to minimize concurrent on-site activities and to maximize the ability to provide good transit service and good off-site shuttle service;

x)      for major events, identify Emergency Response Routes and the temporary related loss of on-street parking, if any; and

y)     in conducting the foregoing tasks, the following issues and concerns identified through the Fall 2009 community consultations will be responded to and addressed through the conduct of the CTS, and where appropriate, as part of the TDM plan to be developed.

o         Concerns about access and egress to the site including access to Bank from Queen Elizabeth Driveway;

o         Desire to have access from Queen Elizabeth Driveway directly to and from the site before the Bank Street Bridge, particularly if a hotel is proposed for this corner of the property;

o         Desire to see right turn movements only from Wilton to Bank;

o         Concerns about pedestrian and cyclist safety along Bank, particularly in relation to Wilton and Bank intersection;

o         Desire to have a footbridge from Old Ottawa East community to Lansdowne;

o         Concerns about impact of transportation and parking on Sunnyside, Bank (from Queensway through to Rideau River), in Old Ottawa East along Main Street and St. Paul’s University campus;

o         Concerns about the impact of increased events on on-street parking availability to residents, retail and restaurant customers;

o         Concern about late night traffic-generated noise pollution due to conclusion of events after 11:00 p.m.;

o         Farmers Market wishes to have sufficient on-site parking for its customers;

o         Glebe Community Association’s concern about impact of underground parking access on-site on pedestrian flows along Bank; and

o         Concern about on-site truck deliveries, shipping and garbage removal supporting retail, hotel and office development.

 

Determinations and Recommendations

z)      based on the findings from the foregoing analysis:

o        recommend appropriate network modifications to maximize pedestrian and cyclist connectivity to the site and to support increased use of these travel modes for day-to-day and event activity;

o        determine a transit operations plan to support day-to-day activity and Civic Centre/Stadium events and activities for each scenario;

o        determine a traffic operations plan to support day-to-day activity and Civic Centre/Stadium events/activities and to support the transit operations plan;

o        recommend on-site and off-site parking operations and management measures for each scenario.

o        determine, in consultation with OSEG and the Lansdowne Strategic Design Review and Advisory Panel on-site circulation needs (site accesses, parking facility access points, loading, etc.), that is focused on ensuring the site is a pedestrian focused site;

o        recommend the appropriate level of TDM Plan and TDM measures for each on-site land use; and

o        develop an implementation and performance/monitoring plan for all events and the various combined event scenarios with regard to bus volumes, on-street parking removal, traffic control, transit priority, street closures and TDM measures.

8.2      Consultation

·         as required meetings with City project manager and support staff;

·         as required meetings with City Transit Services staff regarding transit service options, requirements and impacts for combined site activities;

·         as required meetings with NCC staff on transportation matters related to Queen Elizabeth Driveway as well as other transportation and transit options and analyses;

·         as required meetings with Parks Canada staff on matters related to the Rideau Canal;

·         as required meetings with community group/BIA representatives prior to the study being finalized;

·         one presentation to NCC Executive Management;

·         one presentation to Transportation and Transit Committee; and

·         attendance at the Council meeting where the LPP will be considered.

8.3      Study Deliverables

Consultant Deliverables

·         draft and final copies of the Community Transportation Study, including a Traffic Impact Assessment for the proposed “day-to-day” activities, a Transportation Strategy (requirements and impacts) related to Civic Centre/Stadium “events”, a Transit/Shuttle Bus Plan for all activity scenarios, a Traffic Operations framework for special events, and a Transportation Demand Management Plan for all on-site uses/events; and

·         transportation-related exhibits and presentation material for:

o        local community/BIA representatives meetings; and

o        Committee/Council.

Services to be Provided by the City of Ottawa

·         general direction of the Consultant in the provision of services, as necessary;

·         any available plans, reports and other data pertaining to the project, including intersection turning movement counts, parking data, transit data; and

·         transit planning assistance.

Timeframe

·         May 2010 (in advance of June 2010 Council).


 

 

 

Attachment A

 

Transportation Strategy and Related Action Plan

(extracted from 28 August 2009, Lansdowne Development Transportation Strategy prepared for OSEG)

The Transportation Strategy developed in August 2009 and related action plan provide additional context for the CTS to be undertaken and for the TDM plan to be developed for the Lansdowne Revitalization.  They are provided in Attachment A and are to be considered as part of the Terms of Reference.

 


 

6.0    Transportation Strategy and Related Action Plan

6.1      Transportation Strategy

Based on the foregoing information and analysis, the transportation strategy for Lansdowne Park is broken down into four components; Site Development, Off-Site needs, Operational Requirements and Transit Service.  These are described in the ensuing text.

Site Development Strategy

·         Provision of 1100 below-grade public parking spaces and 135 at-grade public parking spaces to support the day to day commercial activities associated with development of Lansdowne Park.

·         The provision of parking for the proposed residential and hotel components will be generally self-contained (210 and 50 spaces respectively) and will be an addition to the foregoing shared-used public parking space total.

·         Development of activity staging or multi-use areas in the planned front yard (between Aberdeen Pavilion and Queen Elizabeth Drive) can also serve as additional parking (380 spaces) for larger Civic Centre/Stadium events, or for delivery of shuttle services during exceptional high demand activities.

·         Maintain four vehicular access points, two from Bank Street and two from the Queen Elizabeth Drive and locate access to the below-grade parking (1100 spaces) to minimize interference with pedestrian movement and to reinforce the focus of Lansdowne Park as a pedestrian area.

·         Provide a four-lane driveway width at the site’s signalized connection to Bank Street in order to have sufficient capacity to efficiently accommodate traffic entering and exiting the proposed 1100 space below-grade parking garage.

·         Design below-grade parking access/egress points to be three lanes (reversible) to accommodate the peak demands of getting cars in and out during major events.

·         Provide visible and direct vehicular access/egress to/from Bank Street for the proposed hotel, as hotel patrons may not be familiar with Ottawa or the site.

·         Provide a centralized loading area for the commercial use and define an on-site loading route that provides access/ egress from Bank Street that minimizes interference with pedestrian areas and regular vehicle access needs.

·         Locate loading space for the Stadium/Civic Centre where it will not interfere with pedestrian movement and define an on-site truck route that provides efficient access/egress to/from Bank Street.

·         Provide well defined pedestrian/cycle connections/links to off-site pedestrian/cycle facilities.

·         Provide sufficient pedestrian storage/gathering areas along the site’s Bank Street frontage to safely accommodate large event pedestrian volumes as they enter/leave the site, wait to cross Bank Street and wait for transit.

·         Provide secure bike parking to meet By-Law requirements and locate these where they are easily accessible.

·         Build into the site development program typical Transportation Demand Management measures and other supporting uses (such as bicycle rental or Virtucar).

·         For large major events, provide an on-site location for shuttle drop off and pick up to bring people from and to off-site satellite parking lots for the largest events.  As enhanced Route 1 and 7 bus service will be operating on Bank Street, the additional shuttle buses would operate on Queen Elizabeth Drive, thereby requiring the on-site transit stop to be close to the site’s eastern (Queen Elizabeth Drive) frontage.

Off-Site Needs Strategy

·         Implement the Bank Street Rehabilitation to coincide with the Lansdowne Park development and ensure that the design for Bank Street supports the access, transit and pedestrian needs of the Lansdowne development program.

·         Secure off-site parking through arrangements with owners of identified lands to enable the provision of efficient, high quality shuttle bus service.  This is required to reduce on-site and adjacent community parking pressures during the infrequent and largest scale events at the site.

·         Identify and secure off-site areas for staging larger trucks associated with supporting major events at either the Civic Centre or Stadium.

·         Secure the support of the NCC for limited temporary and specific use of the Queen Elizabeth Drive for the purpose of transit shuttle services to support the largest scale (45,000+) major events at the Stadium as agreed to on an annual basis (the NCC must be able to first accommodate the Capital events where the Driveway is closed).

·         Secure an agreement with OC Transpo to provide transit shuttle service for major Stadium events to/from satellite parking lots and to/from rapid transit facilities, as appropriate.

·         Secure the support of the NCC and Parks Canada for the provision of seasonal boat docking facilities on the Rideau Canal at the key access point(s) to Lansdowne Park from the Queen Elizabeth Drive/Canal corridor.

Operational Strategy

·         Management of on-site day-to-day circulation activities including: uninterrupted access to the parking garage, control of service and goods delivery to off-peak periods (and not at night when it could impact on the hotel and residential land uses).

·         Managing on-site parking including: priority spots for office use “car poolers”, requirement for pre-paid passes for major Civic Centre/Stadium events, implementing reversible lanes at garage access/egress points for larger events so as to efficiently process entering/exiting vehicles, and directing exiting traffic to Queen Elizabeth Drive following large events to minimize impacts on pedestrians and on Bank Street transit service except during the largest scale (45,000+) events when the Queen Elizabeth Drive is closed to general traffic.

·         For mid-size to major events, varying levels of traffic control will be required including; possible signal timing adjustments, police control of Bank Street pedestrian crossings, police control of access/egress to Queen Elizabeth Drive, on-street parking prohibition for 2 hours before to 2 hours after large events, road closures (Bank Street and Queen Elizabeth Drive), and police escorts for transit vehicle after major events when adjacent streets are closed to vehicles, but are used by pedestrians.

·         Proponent should consider organizing pre and post event activities on site to mitigate peak traffic demands.

·         City should consider creating a local traffic stakeholder group for addressing various concerns and assist in coordinating appropriate measures. The group could include representatives from police, parking services, City planning and transport officials, local community associations, and the proponent.

Transit Service Strategy

·         With the rehabilitation of Bank Street, improve transit service by; incorporating the proposed northbound lay-by-lane, relocating the adjacent bus stops to the north of the site’s signalized driveway intersection, widening adjacent sidewalks and providing sufficient pedestrian storage areas on both sides of Bank Street.

·         Maintain the basic Routes 1 and 7 service, and increase frequency if/as required to respond to day-to-day needs.

·         For mid-size events (4000 to 10,000) add additional buses on Bank Street as per Table 18.

·         For mid-size events (10,000 to 15,000) add additional Bank Street buses and enforce existing parking/stopping restrictions along Bank Street, as per Table 18.

·         For larger events (15,000 to 25,000) add extra Bank Street buses and ban parking in both directions for a period of 2 hours before and 2 hours after the event, as per Table 18.

·         For large events (25,000 to 35,000) add extra Bank Street buses and convert the curb lanes on Bank Street to bus-only lanes for a period of 2 hours before and 2 hours after the event, as per Table 15.  The extra Bank Street buses noted in Table 18 will be compromised of additional Route 1 or 7 buses, special buses running from Billings Bridge Station to downtown.  Shuttle buses (not on the Queen Elizabeth Driveway) serving the off-site parking lots will be in addition to these conventional transit service requirements.

·         For the infrequent large scale events (35,000 to 45,000), add extra Bank Street buses and close Bank Street to traffic (expect buses) from Sunnyside Avenue north to Fifth Avenue for a period of 2 hours before and 2 hours after the event, as per Table 18.  The extra Bank Street buses in Table 15 will be compromised of additional Route 1 or 7 buses, special buses running from Billings Bridge Station to downtown, and shuttle buses serving the off-site parking lots will be in addition to these conventional transit service requirements.

·         For the very infrequent largest scale events (45,000+), add extra Bank Street buses and close both Bank Street and Colonel By Drive to all but buses for a period of 2 hours before and 2 hours after the event, as per Table 15.  The extra Bank Street buses will be compromised of additional Route 1 or 7 buses, special buses running from Billings Bridge Station to downtown, and shuttle buses serving the off-site parking lots (including those using the Queen Elizabeth Drive).  The closure of Queen Elizabeth Drive is necessary to accommodate high frequency (every 30 to 60 seconds) shuttle bus service between the downtown transitway station and Lansdowne, and between other south, north and west remote parking lots and/or rapid transit stops and Lansdowne.

6.2      Transportation Action Plan

Based on the foregoing analysis of; site-generated traffic for the range of proposed on-site activities; the range of transit model splits likely achievable for these activities, the on-site and off-site parking supply and demand; and the layout and operation of the proposed site plan, the following Transportation Action Plan has been developed to assist in achieving the ideal Transportation Strategy for Lansdowne Redevelopment.  This Transportation Strategy will be a component of the MOU between the City and OSEG to ensure that parking, traffic, transit, pedestrian and bicycle components/requirements and needs, related to the development program, will be implemented.

6.2.1   On-Site Parking

 

Action By

a)     Confirm that the parking requirements for the proposed hotel and residential development (210 and 50 spaces respectively) will be provided on-site and are independent of the day-to-day 1235 on-site public parking space allocation for the retail/office/cinema land uses.

City / OCSG

b)     Confirm that an on-site supply of 1875 parking spaces, which includes the 380 overflow parking spaces in the eastern activity area, and the likely availability of only approximately 1000 of these parking spaces during hockey games, is agreeable to the 67s hockey operation.

OCSG

c)     Confirm that the proposed number of on-site parking spaces meet the By-law requirements for the proposed new land uses.

City

d)     For events at Lansdowne Park, develop a program whereby on-site parking can only be used if pre-purchased with an event ticket.

OCSG

 

6.2.2   Site-Traffic Generation

 

Action By

e)     Confirm the design and timing of construction of the Bank Street Rehabilitation adjacent to Lansdowne Park including the provision of a southbound left-turn lane.

City

f)       Work with the City of Ottawa Bank Street Rehabilitation Design Team to ensure a design of the Bank Street interface between the two projects that meets the desired urban design, streetscape design, pedestrian storage and transit system requirements to the maximum extent possible and to the satisfaction of all involved parties.  This could include the feasibility assessment, or not, of a pedestrian grade separation over/under Bank Street at Lansdowne Park.

OCSG / City

 

6.2.3   Site Plan Transportation Function

 

Action By

g)     Confirm the appropriate amount and quality of pedestrian and bicycle network connectivity between proposed on-site and existing off-site systems.

OCSG

h)     Confirm the status of a pedestrian/bicycle linkage of the north end of the site to the Holmwood/O’Connor intersection.

OCSG / City

i)        Confirm the Bank Street entrance roadway design (four-lane cross section) and the connection to the below-grade parking garage that provides efficient vehicular access/egress while minimizing pedestrian and bicycle conflicts to the extent possible.

OCSG

j)       Confirm the strategy for accommodating, or not, large tractor trailer trucks on-site for special events.

OCSG

k)      Confirm an on-site vehicular circulation system that provides an efficient and easily understood access/egress system to Bank Street and Queen Elizabeth Drive, which is compatible with a high quality on-site pedestrian and bicycle environment, and with improved connectivity and integration with Queen Elizabeth Drive.

OCSG / Delcan / City

l)        Confirm the on-site event sizes and occasions when the activity area at the east end of the site can be used for overflow parking.

OCSG / City

m)    Confirm how the activity area and/or adjacent on-site roadways would be used, during the larger attended special events, as a passenger drop-off/pick-up point for supplementary transit service on Queen Elizabeth Drive connecting the site to rapid transit lines and/or off-site parking lots.

OCSG / Transit Services / Delcan

n)     Ensure the Site Plan locates the appropriate amount of bicycle parking in the appropriate locations.

OCSG / City

o)     Contact Virtucar to arrange on-site accommodation at an appropriate location.

OCSG

p)     Provide a TDM tool kit to future on-site office and retail tenants that is suitable to their business and will maximize the use of alternative travel modes.

OCSG / Delcan

 


6.2.4   Shuttle Service and Requirements

 

Action By

q)     Confirm which of those off-site private parking facilities identified in Table 13 would be available for parking and shuttle bus service during special events at Lansdowne Park.

OCSG

r)       Confirm that remote parking and shuttle bus service is required for event sizes over 15,000 attendance and monitor future events in the 10,000 to 15,000 attendance range to determine if it would be effective and affordable to provide remote parking and shuttle bus service for this size event.

 

s)      Once the available off-site parking lots have been identified, confirm with the City’s Transit Services Branch, which lots are preferred with regard to ease of access to Lansdowne Park and ease of bus loading/unloading.

OCSG / Transit Services

t)      Once the available and preferred off-site parking lot(s) have been confirmed, develop a matrix that links the range of Lansdowne Park event attendance with the number of OC Transpo buses required to serve each remote parking lot.

Transit Services / Delcan

u)     Confirm who will be responsible for implementing and operating the off-site shuttle parking lot(s) and related transit service.

OCSG / City

 

6.2.5   Off-Site Traffic Control

 

Action By

v)     For special events whose attendance will trigger varying degrees of supplemental transit service, lane closures (except for transit), street closures and police control, confirm who the key contact are with each of: Transit Services, Traffic Operations, Traffic Signal Operations, City Police, Emergency Services, business community, adjacent community associations and the National Capital Commission.  Also confirm who will coordinate, implement and be overall responsible for these activities.

City / OCSG

w)    For events that require removal of on-street parking on Bank Street, confirm with the City (Traffic Operations and Transit Services), both the time and physical limits of the parking ban, and who will be responsible for related implementation and operation.  Also confirm the business community contact as loss of on-street parking will impact on adjacent businesses.

City / Traffic Operations / Transit Services

 


6.2.6   Off-Site Loading

 

Action By

x)      If the intent is to have off-site unloading for large vehicles, find a suitable location and determine implications.  Alternatively, make a decision that all deliveries will be by smaller single unit or small tractor trailer trucks whose size is compatible with the design objectives of this site.  Exceptions could be made for media vehicles for the larger events that are televised.  Also develop a schedule for deliveries that is compatible for the day-to-day use of the Lansdowne site.

OCSG

 

 


 

 

 

Attachment B

 

Previous Site Concept Plan

 

 

 

 

 

 


 

 

 

 

Attachment C

 

Photographs of Existing Lansdowne Park


 

 

 

Attachment D

 

Community Representative Comments at January 26, 2010 Meeting to Review Draft Transportation Study Terms of Reference


On 26 January 2010, a draft version of these Terms of Reference (ToR) was presented to members of the Community.  The meeting was hosted at City Hall (4:00 to 6:30 PM) by City Manager Kent Kirkpatrick and City staff members John Smit, Phil Landry, Paul Jordan and Pat Scrimgeour.  Community associations attending this preliminary meeting included:


 


 

The purpose of the meeting was for City staff to highlight the objectives of the Lansdowne Revitalization Transportation Impact Assessment and Transportation Demand Management Plan, and solicit feedback from the Community.  The following is a summary of the issues raised by the Community:

General

·         requested additional time to review draft ToR

·         the independence of proposed Consultant was questioned; consider a third party review as a minimum

·         collaborative approach is desirable

·         questioned what if the study does not demonstrate this proposal will work from a transportation perspective

·         inquired about the relationship of this study to the City of Ottawa TIS Guidelines

 

Study Area

·         impact of activities at Lansdowne are considered to extend beyond the study area limits identified within the ToR

·         consider expanding the detailed traffic assessment of Bank Street Corridor to include Chamberlain to the north to Riverdale to the south

·         for larger events, include assessment of Highway 417 at Mann (westbound traffic) and Rochester (eastbound traffic)

Pedestrians and Cyclists

·         limited reference to cycling and pedestrian access

·         evaluate opportunities for on-site bicycle parking (noted high demand for events like Bluesfest)

·         consider impact of new pedestrian bridge across the Rideau Canal on Ottawa East (would relieve volume of cyclists using Bank Street Bridge and Pretoria Bridge)

·         perform pedestrian and cycling counts on Bank Street during events to determine if cross-section is appropriate

Parking

·         expressed need for adequate parking supply

·         consider permitting 1 hour parking on Holmwood during large events to allow market patrons to visit the market

 

Traffic Operations

·         traffic infiltration to local streets should be considered, there was specific mention of Powell, Glebe and Wilton

·         current traffic counts may be impacted by construction, and should review conditions prior to construction

·         need to understand the impacts of increased traffic in the community and relation to schools, parks, etc.

·         consider impact of closing Pretoria Bridge prior to and following events at Lansdowne

 

Other

·         consider noise and quality of life issues

·         would like to see a simulation of traffic conditions for each scenario

·         remove existing community park from Lansdowne drawing

Commentary

Some comments provided by participants at the January 26, stakeholder meeting were addressed in the draft terms of reference and other comments have been incorporated in the final terms of reference where it was determined that these needed to be part of the final terms of reference.  Other comments, many of which are noted in this appendix are considered broad in nature and not necessarily specific to the ToR for this study.  They are however considered important and where  appropriate and to the extent reasonable, the issues identified are to be  addressed by the Lansdowne Revitalization Transportation Impact and Assessment Study or as part of the overall Revitalization plan where they are related to broader community concerns.