master plan class environmental assessment for downtown

Master Plan Class

Environmental Assessment for

Downtown Mississauga Road Improvements

Public Information Centre # 2

Thursday September 25, 2014 5:30 p.m. to 8:00 p.m.

Mississauga Civic Centre Great Hall

Welcome to Public Information Centre # 2 for the

Master Plan Class Environmental Assessment for Downtown Mississauga Road

Improvements

• Please Sign In

• Meet with Study Team Members

• Review the display materials and discuss

your questions and ideas with the Study Team

• Please fill out a comment sheet and return

it to the Study Team in person, by email or fax by October 9, 2014

Project Descriptions The overall study area is bounded by Rathburn Road West to the north, Burnhamthorpe Road West to the south, City Centre Drive/Kariya Gate to the east and Duke of York Boulevard to the west. Within the study area, there are four potential road improvement projects: • Project 1 - Square One Drive from Duke of York Boulevard to Hammerson Drive. • Project 2 - Extension of Princess Royal Drive from Duke of York Boulevard to the proposed “Mercer

Street”. • Project 3 - Proposed “The Exchange” from City Centre Drive to the proposed private extension of

Princess Royal Drive. • Project 4 - Proposed “Mercer Street” from City Centre Drive to the proposed extension of Princess

Royal Drive. Project 1 is a section of Square One Drive which currently serves as a private road access to the Square One Shopping Centre. The City's Official Plan and moreover, the Downtown21 Master Plan proposes that Square One Drive ultimately be a two-way minor collector street, continuous from Hurontario Street to Rathburn Road West. The proposed road improvements will focus on creating a more multi-modal street that will suit all users, including pedestrians, cyclists, transit riders and drivers. Project 2, Project 3 and Project 4 are newly planned city roads that will facilitate a significantly improved pedestrian, cyclist and traffic environment in the southwest corner of the Square One Shopping Centre property as shown in the study area. Study Area Map

Study Purpose PIC #1 was held on June 25, 2014 to introduce the project and study scope, discuss issues to be addressed by the Class EA Study, and allow opportunity for public participation. The information presented included: • Existing and future conditions within the

study area (traffic, social, environmental). • Overview of Master Plan and Class

Environmental Assessment Study process. • Problem/opportunity statement. • Identification and evaluation of alternative

solutions and evaluation criteria. • Assessment of preliminary preferred

alternative solution. • Next steps in the process.

The City is studying the opportunity to reconstruct Square One Drive from Duke of York Boulevard to Hammerson Drive and the construction of new roads including the extension of Princess Royal Drive east of Duke of York Boulevard and two new roads “The Exchange” and “Mercer Street”.

Please note: Main Street has been formally renamed to “The Exchange” and North-South

Road to “Mercer Street”. Some correspondence below may refer to the old names.

Background

Purpose of Public Information Centre # 2

• The purpose of today’s PIC is to: • Provide stakeholders the opportunity to meet with the Project

Team and participate and provide input in the decision making process.

• Present various design concepts and how they have been evaluated by the study team.

• Present the preliminary preferred design concept to address the preferred master plan solution.

• Identify next steps in the process.

• We will present information and request input on the following: • Study background and Master Plan and Class Environmental

Assessment Study process. • Results of environmental and technical studies completed to date. • Feedback from PIC#1. • Existing and future traffic volumes. • Alternative design concepts evaluated. • Preliminary preferred design concepts for all four projects to

address the preferred master plan solution. • Mitigation measures for preliminary preferred design. • Next steps to completion of EA process.

Municipal Class EA Process A Municipal Class Environmental Assessment (EA) is a five phase study that identifies potential positive and negative effects of projects such as road improvements, facility expansions or to facilitate a new service.

The study is being carried out in accordance with the Master Plan Process (Approach #3) as outlined in the Municipal Class Environmental Assessment (October 2000, as amended in 2007 and 2011), which is approved under the Ontario Environmental Assessment Act. Approach #3 follows Phases 1 to 4 of the Class EA process.

The process includes an extensive evaluation of impacts on the natural and social environment, which includes the impacts to plants and animals, soils, traffic patterns, and to residents and businesses in the community.

Phase 1 Problem /Opportunity

Spring 2014

Phase 2 Alternative Solutions

Summer 2014

Phase 3 Alternative Design Concepts

Fall 2014

Phase 4 Master Plan Environmental Report

Winter 2014/2015

Phase 5 Implementation

2015/2016

Notice of Commencement

and PIC # 1

Conduct PIC # 1

We are here PIC # 2

Notice of Completion

30 Day Public Review Period

Class EA Project Classification Municipal Class EA Definition for Classifications Construction of a new roads or other linear paved facilities are considered a: • Schedule B Class EA project if the project’s construction cost is anticipated to be under 2.4 million

dollars. • Schedule C Class EA project if the project’s construction cost is anticipated to be equal or exceed

2.4 million dollars. Project 1 Square One Drive from Duke of York Boulevard to Hammerson Drive is currently operating as a 2 lane private roadway facilitating access to the shopping centre. The construction cost to bring Square One Drive to a municipal standard is anticipated to exceed 2.4 million dollars, and as such, this project is considered a Schedule C Class EA Project under the Municipal Class EA process. Project 2 Construction cost for the extension of Princess Royal Drive from Duke of York Boulevard to the proposed "Mercer Street" is anticipated to be less than 2.4 million dollars, and as such, this project is considered a Schedule B Class EA Project under the Municipal Class EA process. Project 3 Construction cost for the proposed "The Exchange" from City Centre Drive to the proposed private extension of Princess Royal Drive is anticipated to be less than 2.4 million dollars, and as such, this project is considered a Schedule B Class EA Project under the Municipal Class EA process. Project 4 Construction cost for the proposed "Mercer Street" from City Centre Drive to the proposed extension of Princess Royal Drive is anticipated to be less that 2.4 million dollars, and as such, this project is considered a Schedule B Class EA Project under the Municipal Class EA process.

This Master Plan Class EA process will follow Approach #3 of the Municipal Class Environmental Assessment Process and complete all 4 Phases of the Class EA process.

PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5

Problem or Opportunity

Alternative Solutions

Alternative Design Concepts

For Preferred Solution

Master Plan Class EA Study

Report

Implementation (Will Be Conducted

as separate projects)

Tree Inventory • Tree inventory conducted in August 2014. • Existing trees are represented by 7 species located along the driveways within the parking areas. • No naturally occurring (i.e. self-seeded) trees are present. • Condition of the trees range from good to poor, and range in size from 3 cm to 18 cm Diameter at

Breast Height (DBH). • Existing trees in landscaped areas could be removed to construct a new road, as trees are

generally not suitable for transplanting.

Wildlife Review • Bird species observed mainly consist of those that are adapted to urban environments, such as

red-winged blackbirds, northern cardinal, and the song sparrow. • There are no designated natural areas within the study area and no Species at Risk.

Aquatic Environment Review • Located within the Mary Fix Creek and Cooksville Creek (CC) Watersheds (creeks do not run

directly through study area). • Quantity and quality of storm water run-off impacts a large portion of Mississauga, extending to

the waterfront and Lake Ontario. • Cooksville Creek in fair to poor condition as a result of garbage, vandalism, and erosion. • No fish were observed during the site visit; likely only tolerant, warmwater species inhabit CC.

Archaeological Assessment • A Stage 1 Archaeological Assessment was completed by Archaeological Services Inc. (ASI) in

September 2014. ASI determined that there is no potential for archaeological resources within study area since the lands are completely disturbed.

Heritage Review • A Cultural Heritage Resource Assessment was completed by ASI in September 2014. The Square

One Shopping Centre has been identified as a Built Heritage Resource (BHR) since this complex is historically and contextually associated with mid-twentieth-century settlement patterns, commercial processes, and suburban planning in the City of Mississauga. However, no negative impacts are anticipated to this BHR.

Environmental Studies

Existing Land Use Surrounding Area Land Use • Land use within the Study area designated as mixed use and open space. • Sheridan College Hazel McCallion Campus is located between Prince of

Wales Drive and Rathburn Road West and Duke of York Boulevard and Living Arts Drive.

• Parkland is located west of the Sheridan College buildings between Prince of Wales Drive and Rathburn Road West.

• Various other commercial and residential developments are located on the streets surrounding the study area:

– Retail uses along Rathburn Road West. – Office uses in 151 and 201 City Centre Drive. – Civic uses include the Living Art Centre, Central Library, City Hall

and Mississauga Celebration Square on the west side of Duke of York Boulevard.

2014 Existing Traffic Volumes

Centre View

City Centre

Rathburn

Square One

Robert Speck

Princess Royal

Burnhamthorpe

250

375

675

2075 2000

1350

650

100

2400

25

00

2150

2150

24

00

1875

1650

Conf

ered

erat

ion

900

1350

Livi

ng A

rts

Duke

of Y

ork

City

Cen

tre

625

625

1350

550

400

Weekday PM peak hour traffic volumes by direction

425

575

325

300

550

575

Study Background Downtown 21 Master Plan – Main Street (renamed to “The Exchange”) The Main Street District is envisioned as the heart of the Downtown Core, with a broad mix of active street level retail, restaurants, cafes, patios and entertainment facilities with a mix of uses above. The District will be a vibrant, walkable place that is active at all times of the day. The Main Street District is intended to bring together the commercial activity of the north, the Civic Centre district to the west, with the residential developments to the south. The District straddles Burnhamthorpe Road West, extending southward to Kariya Drive and northward to Square One Shopping Centre. The Civic District and Duke of York are the western boundary with Kariya Drive and the Office District being the eastern boundary. The vision for this District is to create an active lively pedestrian oriented urban place in the heart of the emerging “downtown” that would serve as a model, catalyst and attractor for ongoing investment in the larger area. Some of the key objectives include: creating a “main street” district that connects from Square One Shopping Centre across Burnhamthorpe Road West to the larger residential communities to the south of Burnhamthorpe Road West; and to incorporate a broad mix of uses and users that would contribute to making this a vibrant part of the city fabric.

Study Background

City of Mississauga Strategic Plan A key goal of the City’s Strategic Plan is to Create a Vibrant Downtown that will be the civic and cultural soul of the city as well as a strong economic centre. Downtown 21 Master Plan – Framework Plan The basis for the Downtown Core Local Area Plan is the Downtown21 Master Plan, which was received by Council in April 2010. The Downtown21 Master Plan sets the direction for transforming the Downtown Core from a suburban model to an urban mixed use centre. The objective is to create a high quality, pedestrian friendly, human scaled environment that is a meaningful place for all citizens and also continues to attract lasting public and private investment in the Downtown to support existing and planned infrastructure, particularly higher order transit. With the ongoing commitment to public transit infrastructure combined with transit supportive developments this area will develop as a key mobility hub within the Greater Toronto Area. The existing road pattern is made up of super blocks. An expanded road network is proposed that will create an urban pattern of development blocks that are walkable in scale and well connected. The new road network will result in urban scaled blocks, providing routing options for vehicular, servicing and goods movement, pedestrian and cycling movement within the Core. The scale of the streets is to be narrower with special attention paid to the public realm and elements within the boulevard to ensure a comfortable, enjoyable and safe pedestrian environment.

S E C T I O N 1 : E X E C U T I V E S U M M A R Y 1 0

Framework Plan

Existing Commercial

Existing Institutional

Existing Office

Parks & Open Space

Existing Residential Tower

Future Development

Highway 403

Burnhamthorpe Road

Rathburn Road

Hur

onta

rio

Stre

et

Conf

eder

ation

Par

kway

City Centre Drive

Princess Royal Drive

Prince of Wales Drive

Livi

ng A

rts

Dri

ve

Centre View Drive

Webb Drive

Gra

nd P

ark

Dri

ve

Duk

e of

Yor

k Bl

vd

Square One Drive

Shipp Drive

Robert Speck Parkway

Kari

ya D

rive

Mai

n St

reet

Mississauga Valley Road

Elm Street

Framework PlanBuilding massing represents conceptual frontage priority conditions and is not intended to represent full block build-out. The details will be examined through comprehensive precinct planning as development proceeds.

Study Background Transit Plan The long-term urban intensification of Downtown Mississauga is tied to the ability to serve it with both conventional and higher order transit. Downtown Mississauga is already a central hub for local and inter-regional transit services with the City Centre Transit Terminal (CCTT) on Rathburn Road West providing a key transfer location for transit service throughout the city and region (GO Transit). The Mississauga Transitway and the Hurontario-Main Light Rail Transit will provide east-west and north-south higher order transit services connecting between the region and Downtown Mississauga. The Hurontario-Main Light Rail Transit (LRT) Project The Hurontario-Main LRT Project is a new 23.2 kilometer dedicated Light Rail Transit system from Port Credit GO Station in Mississauga to the GO Station in downtown Brampton. Subject to funding, the objective would be to have the system built and operational by 2021. The LRT alignment in downtown Mississisauga includes segments of Burnhamthorpe Road West, Duke of York Boulevard, Rathburn Road and Hurontario Street. The Master Plan Class EA study ahs considered the LRT along with future traffic conditions and roadway design already completed under the approved LRT project. Mississauga Transitway The Mississauga Transitway is currently being constructed by the City of Mississauga and GO Transit (a division of Metrolinx). When fully complete in 2016/2017, the 18 kilometre transitway will have 12 stations beginning at Winston Churchill Boulevard in the west and ending at Renforth Drive in the east. In the downtown, The Mississauga Transitway will run along Rathburn Road West providing connections to the existing City Centre Transit Terminal (CCTT), Go Bus Terminal and Brampton Transit. MiWay Transit Service Square One Drive is in the middle of the City’s Transit hub. Currently the study section of Square One Drive operates as a 2 lane private roadway that supports the CCTT and interconnecting GO Transit and Brampton Transit buses. The full reconstruction of Square One Drive to City municipal road standards will enhance and support both local and Regional transit services and the Hurontario-Main LRT (Light Rail Transit) projects.

Mississauga Cycling Master Plan The Mississauga Cycling Master Plan (approved by Council in 2010) is a long term plan to foster a culture where cycling is an everyday activity, build a comprehensive cycling network, and adopt a safety-first approach to cycling.

Needs and Opportunity • Review road and access options in the vicinity of Square One Shopping

Centre. • Plan City roads that will facilitate an improved pedestrian, cyclist and

vehicle traffic environment in connection with the anticipated mixed use context.

• Provide additional network to improve connectivity movement and access to existing and planned land use.

• Enhance the character of the Downtown Core, providing a high quality public realm.

• Create the urban and pedestrian environment in a manner that aligns with the strategic directions of the City.

The Preferred Solution to meet the anticipated needs and opportunities in the study area is to complete road improvements for all four project area while providing improvements to transit (e.g. LRT) and transportation demand management. This recommendation was presented at PIC#1 and has formed the basis for the alternative design concepts presented at PIC#2.

PIC#1 Feedback Category Comments Study Team Response Development Plans Why is Main Street South not included in EA study area? We have a very aggressive timeline on this EA to accommodate the

current expansion of Square One Shopping Mall. EA approvals and design for Main Street South could take more time. However, since this EA is being completed as a Master Plan approach, which is inclusive of all project areas, the City could issue an addendum to this EA to cover other road improvement projects in the study area, which could include Main Street South.

Is the Main Street North alignment as shown on drawing coordinated with the future Main Street South alignment?

The study team is aware of Main Street South alignment and this alignment has been coordinated with Main Street North (“The Exchange”).

Region of Peel will be undertaking a twinning of the watermain along Burnhamthorpe (construction 2016). Region will be commencing the EA shortly. Region would like to keep in touch with the City to understand what information sharing could be made between projects. Agreement to send plan illustrating the proposed upgrades.

Study team will stay in contact with the Region regarding the watermain project.

What level of development is being assumed and land use assumptions?

Appropriate future development plan to determine traffic conditions has been considered.

Project Schedule When is the EA planned to be complete?

We are aiming for filing the ESR by end of 2014, so a 6-month schedule.

Category Comments Study Team Response Cycling/ Multi-Use Path

In support of on-board bike lines compared to MUTs, in general. Comment noted.

Generally happy to see the proposed road improvements. Will the multi-use path would continue east along Rathburn from Station Gate? Pleased to hear that it would be extended.

The design of Rathburne Road is not part of this project. Study team advised that the multi-use trail would be extended along Rathburn Road, subject to further review.

Suggested Design and Operational Improvements

Concern that stone retaining wall along Cooksville Creek is being undermined due to damage caused by rats. Section of the wall is falling into the creek. Concern that there has not been adequate resolution to this issue. Public transit service along Hurontario, especially during the weekends, should be improved. More buses at less frequency. Difficulty boarding the bus due to bus capacity maxed out.

Study team encouraged respondent to provide more details of concerns on the comment form so that the issue can be appropriately responded to. City staff will follow regarding the status of this investigation. City Transit staff will review written stakeholder comments to understand which bus route needs operational improvements.

Access Issues Reference was made to Morguard’s recent letter, which was sent to the LRT project team concerning an access issue to 201 City Centre Drive.

The study team is aware of this issue raised by Morguard; however this is outside the scope of this Master Plan Class EA Study.

Concerns of truck access to the area and limitation of turn along LRT corridor and effects on access to Square One and concerns regarding Morguard’s access.

We are in the early stages of the study and we will be looking at land use and traffic projections. Truck access will be addressed along the four projects. A traffic report is being compiled addressing these issues, which will be included with the final Master Plan EA Report.

PIC#1 Feedback

Alternative Design Concepts Project # 1 – Square One Drive Option A: 2 Lanes. Option B: 2 Lanes and Parking Lanes. Option C: 2 Lanes, Bus Bays and Modified Parking Lanes.

Project # 2 – Princess Royal Drive Option A: 3 Lanes with Parking Lay-bys. Option B: 4 Lanes. Option C: 4 Lanes with dedicated left turn lane at Duke of York. Option D: 5 Lanes at Duke of York and 4 Lanes at Mercer Street. Project # 3 – "The Exchange“ Option A: 2 Lanes. Option B: 2 Lanes with Parking Lay-bys.

Project # 4 – "Mercer Street" Option A: 2 Lanes with Parking Lay-bys. Option B: 3 Lanes with Parking Lay-bys. Option C: 4 Lanes with on-street parking.

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CITY FILE #:REFERENCE #:

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DUKE OF YORK BOULEVARD TO STA 3+260.0

3 Ronell Crescent,Collingwood, Ontario, L9Y 4J6telephone (705) 446-0515fax (705) 446-2399

R.J. Burnside & Associates Limited

web www.rjburnside.com

LEGEND:

EXISTING EASEMENT LIMITS

PROPERTY BOUNDARY

OPTION A2 LANES

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MA

TCH

LIN

E -

STA

. 3+2

60.0

DU

KE

OF

YO

RK

B

OU

LEV

AR

D

SQUARE ONE DRIVE

MA

TCH

LIN

E -

STA

. 3+2

60.0

OPTION B2 LANES AND PARKING LANES

OPTION C - PRELIMINARY PREFERRED2 LANES, BUS BAYS AND MODIFIED PARKING LANES

FUTURE LRT

FUTURE LRT

FUTURE LRT

CONSULTANT

EXISTING SEARSFFE=158.05

IB(MISS)

E E E E E E E E E E E E E E E E E E E E E E E E E E

E

E

E

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05 Ø0.05 Ø0.05

Ø0.05Ø0.05

EE

EE

EE

EE

EE

EE

EE

W W

WW

WW

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

IB(MISS)


E

E

E


E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05 Ø0.05 Ø0.05

Ø0.05Ø0.05

EE

EE

EE

EE

EE

EE

EE

W W

WW

WW

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

3.25

3.25

EXISTING SOUTH CURB TO REMAINEAST OF HAMMERSON DRIVE

EXISTING NORTH CURB TO REMAINEAST OF HAMMERSON DRIVE

R10.5±(EXISTING)

R8.0±(EXISTING)

R8.0±(EXISTING)



3+28

0

3+30

0

3+32

0

3+34

0

3+36

0

3+38

0

3+40

0

3+42

0

3+44

0

3+46

0

3+48

0

3+48

7




A3

A3


IB(MISS)


E

E

E


E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05

Ø0.05Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05 Ø0.05 Ø0.05

Ø0.05Ø0.05

EE

EE

EE

EE

EE

EE

EE

W W

WW

WW

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

IB(MISS)


E

E

E


E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05

Ø0.05Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05 Ø0.05 Ø0.05

Ø0.05Ø0.05

EE

EE

EE

EE

EE

EE

EE

W W

WW

WW

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E



3.25

3.25



R10.5±(EXISTING)

R8.0±(EXISTING)

R8.0±(EXISTING)

R8.5

PARKING

2.10

2.10

PARKING

PARKING

3+28

0

3+30

0

3+32

0

3+34

0

3+36

0

3+38

0

3+40

0

3+42

0

3+44

0

3+46

0

3+48

0

3+48

7




B3

B3


IB(MISS)


E

E

E


E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05

Ø0.05Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05 Ø0.05 Ø0.05

Ø0.05Ø0.05

EE

EE

EE

EE

EE

EE

EE

E

W W

WW

WW

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

IB(MISS)


E

E

E


E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05

Ø0.05Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05 Ø0.05 Ø0.05

Ø0.05Ø0.05

EE

EE

EE

EE

EE

EE

EE

E

W W

WW

WW

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

3.50

3.50



R10.5±(EXISTING)

R8.0±(EXISTING)

R8.0±(EXISTING)

R8.5

PARKING

3.25

3.25 PARKING

PARKING

PICK UP / DROP-OFF

TAXI WAITING AREA

3+28

0

3+30

0

3+32

0

3+34

0

3+36

0

3+38

0

3+40

0

3+42

0

3+44

0

3+46

0

3+48

0

3+49

5







C3

C3

3.25LANE

3.25LANE

13.29BOULEVARD

26.60RIGHT-OF-WAY

2% 2%2%

PROW

L PROW

L

CSQUARE ONE DRIVE

L


0.50CURB

0.50CURB (EXISTING)

SECTION A3-A3

3.25LANE

3.25LANE

9.08BOULEVARD

26.60RIGHT-OF-WAY

2% 2%2%

PROW

L PROW

L

HAMMERSON DR2.10

PARKING2.10

PARKING

CSQUARE ONE DRIVE

L


0.50CURB

0.50CURB (EXISTING)

SECTION B3-B3

3.50LANE

3.50LANE

6.28BOULEVARD

26.60RIGHT-OF-WAY

2% 2%2%

PROW

L PROW

L

3.25PARKING

3.25PARKING

CSQUARE ONE DRIVE

L


0.50CURB

0.50CURB (EXISTING)

SECTION C3-C3

File

Nam

e: 0

3534

4_S

OD

Opt

ions

- S

OD

-1 &

2.d

wg

Dat

e P

lotte

d: S

epte

mbe

r 23,

201

4 - 2

:05p

m

SCALE: N.T.S.



HORZ. SCALE:

PROJ. NO.:

DRAWING NUMBER

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:DV

1:500

DA

DV

300035344

SEPTEMBER 2014

SQUARE ONE S

HOPPING C

ENTRE

DUKE OF YORK BLV

D

CITY C

ENTRE D

RIVE

RATHBURN R

D WSQUARE O

NE DR.

HAMMERSON DR.

CITY CENTRE D

R.

SITE LOCATION

HAM

MER

SON

DR

IVEMA

TCH

LINE

- STA

. 3+260.0

SQUARE ONE DRIVE

SQUARE ONE DRIVEROAD DESIGN OPTIONS

STA 3+260.0 TO HAMMERSON DRIVE




LEGEND:


PROPERTY BOUNDARY

OPTION A2 LANES

OPTION B2 LANES AND PARKING LANES

OPTION C - PRELIMINARY PREFERRED2 LANES, BUS BAYS AND MODIFIED PARKING LANES

MA

TCH

LINE

- STA

. 3+260.0

SQUARE ONE DRIVE

MA

TCH

LINE

- STA

. 3+260.0

SQUARE ONE DRIVE

CONSULTANT

HAM

MER

SON

DR

IVEH

AMM

ERSO

N

DR

IVE

DCB 87

CB 88 MH 65

DCB 89

DCB 87

CB 92

CB 88 MH 65

SL

SL

E

E

E

E

E

E

E

E

E

E

E

UNABLE TO TONE PAST THIS POINT

DCB 87

CB 88 MH 65

DCB 89

DCB 87

CB 92

CB 88 MH 65

SL

SL

E

E

E

E

E

E

E

E

E

E

E


1+100

1+1201+120

-0+0

20

-0+0

00

0+02

0

0+04

0

0+06

0

0+08

0

0+10

0

0+12

0

0+14

0

3.00

3.25

3.25

CURB & GUTTER

PARALLEL PARKINGSPACE (TYP.)

6.70

3.00

26m ROW

R8.5R8.5

R3.0

R3.0

R8.5R8.5

A

A

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

26.00RIGHT-OF-WAY

4 LANES THROUGH SECTION

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

0.50CURB

0.50CURB

PROW

L PROW

LC

PRINCES ROYAL DRIVEL

SECTION B-B

3.25LANE

2%

2.75PARKING /PLANTER

5.50BOULEVARD

2%

2%

PROW

L

3.00LANE

PROW

L26.00

RIGHT-OF-WAY3.25

LANE

2%


5.50BOULEVARD

2%

2%

CPRINCES ROYAL DRIVE

L

SECTION A-A

DCB 87

CB 88 MH 65

DCB 89

DCB 87

CB 92

CB 88 MH 65

SL

SL

E

E

E

E

E

E

E

E

E

E

E


DCB 87

CB 88 MH 65

DCB 89

DCB 87

CB 92

CB 88 MH 65

SL

SL

E

E

E

E

E

E

E

E

E

E

E


1+100

1+1201+120

-0+0

20

-0+0

00

0+02

0

0+04

0

0+06

0

0+08

0

0+10

0

0+12

0

0+14

0

CURB & GUTTER

26m ROW

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

R8.5

R8.5

R3.0

R3.0

R8.5

R8.5

B

B

DCB 87

CB 88 MH 65

DCB 89

DCB 87

CB 92

CB 88 MH 65

SL

SL

E

E

E

E

E

E

E

E

E

E

E


DCB 87

CB 88 MH 65

DCB 89

DCB 87

CB 92

CB 88 MH 65

SL

SL

E

E

E

E

E

E

E

E

E

E

E


1+100

1+1201+120

-0+0

20

-0+0

00

0+02

0

0+04

0

0+06

0

0+08

0

0+10

0

0+12

0

0+14

0

R3.0

26m ROW

3.25

3.25

3.25

3.25

3.25

3.25

4.50

3.00

R8.5 R8.5

R8.5

R3.0

R8.5

C

C

DCB 87

CB 88 MH 65

DCB 89

DCB 87

CB 92

CB 88 MH 65

SL

SL

E

E

E

E

E

E

E

E

E

E

E


DCB 87

CB 88 MH 65

DCB 89

DCB 87

CB 92

CB 88 MH 65

SL

SL

E

E

E

E

E

E

E

E

E

E

E


1+100

1+1201+120

-0+0

20

-0+0

00

0+02

0

0+04

0

0+06

0

0+08

0

0+10

0

0+12

0

0+14

0

26m ROW

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.00

R=50.14m

R3.0

R3.0

R8.5

R8.5

D

D

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

26.00RIGHT-OF-WAY


3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

0.50CURB

0.50CURB

PROW

L PROW

LC


SECTION C-C

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

26.00RIGHT-OF-WAY


3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

0.50CURB

0.50CURB

PROW

L PROW

LC


SECTION D-D

File

Nam

e: 0

3534

4_P

R O

ptio

ns -

PR

D-1

.dw

g D

ate

Plo

tted:

Sep

tem

ber 2

2, 2

014

- 2:5

5pm

SCALE: N.T.S.



HORZ. SCALE:

PROJ. NO.:

DRAWING NUMBER

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:DV

1:500

DA

DV

300035344

SEPTEMBER 2014

DU

KE

OF

YO

RK

BO

ULE

VA

RD

SQUARE ONE S

HOPPING C

ENTRE

DUKE OF YORK BLV

D

CITY C

ENTRE D

RIVE

RATHBURN R

D W

SQUARE ONE D

R.

HAMMERSON DR.

CITY CENTRE D

R.

SITE LOCATION

PRINCESS ROYAL

DRIVE

PRINCESS ROYAL DRIVEROAD DESIGN OPTIONS

CONSULTANT




LEGEND:


PROPERTY BOUNDARY

OPTION A3 LANES WITH PARKING LAY-BYS

PRINCESS

ROYALDRIVE

OPTION B4 LANES

PRINCESS

ROYALDRIVE

OPTION C4 LANES WITH DEDICATED LEFT TURN LANE MODIFIED AT DUKE OF YORK BOULEVARD

PRINCESS

ROYALDRIVE

OPTION D - PRELIMINARY PREFERRED5 LANES AT DUKE OF YORK BOULEVARD AND 4 LANES AT MERCER STREET

DU

KE

OF

YO

RK

BO

ULE

VA

RD

DU

KE

OF

YO

RK

BO

ULE

VA

RD

ME

RC

ER

STR

EE

T

ME

RC

ER

STR

EE

TM

ER

CE

RS

TRE

ET

ME

RC

ER

STR

EE

T


FUTURE LRT FUTURE LRT

FUTURE LRT FUTURE LRT

NOTES:1. LANE WIDTHS TO BE FINALIZED DURING THE DETAILED

DESIGN PHASE.

DCB 103CB 107

CB 101

DCB 103DCB 104CB 106CB 107 CB 105

CB 101

DCB 103CB 107

CB 101

DCB 103DCB 104CB 106CB 107 CB 105

CB 101

2+000

2+020

2+040

2+060

2+080

2+1000+20

0

0+22

0

0+24

0

0+26

0

0+28

0

23m ROW

R8.5 R8.5

R8.5 R8.5

A A

SECTION A-A

3.25LANE

2%

7.75BOULEVARD

2%

PROW

LPROW

L23.00

RIGHT-OF-WAY3.25

LANE

2%

7.75BOULEVARD

2%

CMAIN STREET

L0.50CURB

0.50CURB

SECTION B-B

3.25LANE

2%


5.50BOULEVARD

2%

2%

PROW

LPROW

L23.00

RIGHT-OF-WAY3.25

LANE

2%


5.50BOULEVARD

2%

2%

CTHE EXCHANGE

L

DCB 103CB 107

CB 101

DCB 103DCB 104CB 106CB 107 CB 105

CB 101

DCB 103CB 107

CB 101

DCB 103DCB 104CB 106CB 107 CB 105

CB 101

2+000

2+020

2+040

2+060

2+080

2+1000+20

0

0+22

0

0+24

0

0+26

0

0+28

0

R8.5 R8.5

6.70


23m ROW

R8.5R8.5

B B

File

Nam

e: 0

3534

4_Th

e E

xcha

nge

Opt

ions

- TE

-1.d

wg

Dat

e P

lotte

d: S

epte

mbe

r 24,

201

4 - 9

:20a

m

SCALE: N.T.S.



HORZ. SCALE:

PROJ. NO.:

DRAWING NUMBER

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:DV

1:500

DA

DV

300035344

SEPTEMBER 2014

CITY CENTRE DRIVE

SQUARE ONE S

HOPPING C

ENTRE

DUKE OF YORK BLV

D

CITY C

ENTRE D

RIVE

RATHBURN R

D W

SQUARE ONE D

R.

HAMMERSON DR.

CITY CENTRE D

R.

THE

EX

CH

AN

GE

PRINCESS ROYAL DRIVE

THE EXCHANGEROAD DESIGN OPTIONS

CONSULTANT




OPTION A2 LANES

LEGEND:


PROPERTY BOUNDARY

CITY CENTRE DRIVE

THE

EX

CH

AN

GE


OPTION B - PRELIMINARY PREFERRED2 LANES WITH PARKING LAY-BYS

APPROPRIATE LOCATION FOR TRAFFICSIGNAL IS TO BE DETERMINED

(1517)

DCB 96

CB 94

CB 95

MH 71

MH 72

MH 70

DCB 96

CB 93

CB 92

MH 71

MH 72

CB97

EE

EE

EE

E

EE

EE

EE

E E E E E E E E E E E E E E E E E E E E E E E E

E

E

E

MH 70

CB 94

CB 95

DCB 108

(1517)

DCB 96

CB 94

CB 95

MH 71

MH 72

MH 70

DCB 96

CB 93

CB 92

MH 71

MH 72

CB97

EE

EE

EE

E

EE

EE

EE


E

E

E

MH 70

CB 94

CB 95

DCB 108

1+000

1+020

1+040

1+060

1+080

1+100

1+1201+120

0+08

0

0+10

0

0+12

0

0+14

0

0+16

0

3.25 3.25

6.70 PARALLEL PARKING

SPACE (TYP.)

CURB & GUTTER

6.70

3.00

26m ROW

R8.5

R8.5 R8.5

R8.5

R8.5R8.5

A A

SECTION A-A

3.25LANE

2%


7.00BOULEVARD

2%

2%

PROW

LPROW

L26.00

RIGHT-OF-WAY3.25

LANE

2%


7.00BOULEVARD

2%

2%

CMERCER STREET

L

SECTION B-B

3.25LANE

2%


5.50BOULEVARD

2%

2%

PROW

L

3.00LANE

PROW

L26.00

RIGHT-OF-WAY3.25

LANE

2%


5.50BOULEVARD

2%

2%

CMERCER STREET

L

(1517)

DCB 96

CB 94

CB 95

MH 71

MH 72

MH 70

DCB 96

CB 93

CB 92

MH 71

MH 72

CB97

EE

EE

EE

E

EE

EE

EE


E

E

E

MH 70

CB 94

CB 95

DCB 108

(1517)

DCB 96

CB 94

CB 95

MH 71

MH 72

MH 70

DCB 96

CB 93

CB 92

MH 71

MH 72

CB97

EE

EE

EE

E

EE

EE

EE


E

E

E

MH 70

CB 94

CB 95

DCB 108

1+000

1+020

1+040

1+060

1+080

1+100

1+1201+120

0+08

0

0+10

0

0+12

0

0+14

0

0+16

0

3.25 3.00 3.25

6.70

R8.5 R8.5

3.25

3.25

3.25

3.25

R8.5

R8.5


R8.5

R8.5

B B

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

26.00RIGHT-OF-WAY

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

0.50CURB

0.50CURB

PROW

L PROW

L

SECTION C-C

CMERCER STREET

L

(1517)

DCB 96

CB 94

CB 95

MH 71

MH 72

MH 70

DCB 96

CB 93

CB 92

MH 71

MH 72

CB97

EE

EE

EE

E

EE

EE

EE


E

E

E

MH 70

CB 94

CB 95

DCB 108

(1517)

DCB 96

CB 94

CB 95

MH 71

MH 72

MH 70

DCB 96

CB 93

CB 92

MH 71

MH 72

CB97

EE

EE

EE

E

EE

EE

EE


E

E

E

MH 70

CB 94

CB 95

DCB 108

1+000

1+020

1+040

1+060

1+080

1+100

1+1201+120

0+08

0

0+10

0

0+12

0

0+14

0

0+16

0

3.25

3.25

3.25

3.25

R=50.14m

3.25 3.25

R8.5

3.25 3.25

R76.0R8.5

BOTH CURB LANES TO BE USED FORON-STREET PARKING DURING

OFF-PEAK HOURS

R8.5

C C

File

Nam

e: 0

3534

4_M

erce

r Opt

ions

- M

S-1

.dw

g D

ate

Plo

tted:

Sep

tem

ber 2

4, 2

014

- 9:2

2am

SCALE: N.T.S.



HORZ. SCALE:

PROJ. NO.:

DRAWING NUMBER

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:DV

1:500

DA

DV

300035344

SEPTEMBER 2014

CITY CENTRE DRIVE

SQUARE ONE S

HOPPING C

ENTRE

DUKE OF YORK BLV

D

CITY C

ENTRE D

RIVE

RATHBURN R

D W

SQUARE ONE D

R.

HAMMERSON DR.

CITY CENTRE D

R.

SITE LOCATION

ME

RC

ER

STR

EE

T

MERCER STREETROAD DESIGN OPTIONS

CONSULTANT




OPTION A2 LANES WITH PARKING LAY-BYS

LEGEND:


PROPERTY BOUNDARY

CITY CENTRE DRIVE

OPTION B3 LANES WITH PARKING LAY-BYS

CITY CENTRE DRIVE

OPTION C - PRELIMINARY PREFERRED4 LANES

ME

RC

ER

STR

EE

T

ME

RC

ER

STR

EE

T

PRINCESSROYAL DRIVE

PRINCESSROYAL DRIVE

PRINCESSROYAL DRIVE


2031 Traffic Volumes

Centre View

City Centre

Rathburn

Square One

Robert Speck

Princess Royal

Burnhamthorpe

575

390

760

1800 1875

1560 900

100

2000

2300

18

25 18

50

1900

15

75

1675

Conf

ered

erat

ion 1

050

1350

Livi

ng A

rts

Duke

of Y

ork

City

Cen

tre

700 70

0

1550

620

600

Weekday PM peak hour traffic volumes by direction

Mer

cer

The

Exch

ange

740

625

700

525 350

700 575

350

325

250

• Traffic forecasts generated using Hurontario LRT model. • The model considers future population/employment growth both in the City and the GTHA. • The model considers future planned transportation network improvements in the GTHA

including LRT along Hurontario Street and Downtown Mississauga.

Evaluation Criteria Transportation and Transit Management • Balancing of all travel modes • Facilitating active transportation • Traffic management • Existing and future transit routing • Impacts to vehicular level of service • Impacts and reliability of transit • Impacts on modal choice • Impacts to transit level of service Natural Environment • Impacts to the natural environment • Landscaping • Required mitigation for trees • Terrestrial assessment • Impact to existing vegetation • Number of species impacted Socio – Economic Environment • Provision for a safe and comfortable pedestrian

and cycling environment • Routing, walkability and short-trips • Pedestrian quality of street sections,

streetscape amenity and urban design elements

• Promoting development of downtown as envisioned

• Impacts to existing and planned development • Interface with streets to support adjacent land

use • Commercial land use

Cultural Environment • Impacts to archaeological and heritage

features

City Building • Strategic Priorities

• Promoting balanced mobility • Multi-purpose public right-of-way

• Supports Downtown Local Area Plan • Downtown 21 Master Plan Objectives • Light Rail Transit (LRT) and Transitway • Downtown Parks Provision Strategy

Land Use • Supports existing and planned land use context • Create development blocks with potential for

active street frontage • Relationship to mixed-use urban vision for

downtown core and Main Street District • Property acquisition

Implementation • Impacts to existing utilities • Street tree conflicts with utilities • Ability to phase implementation of works • Construction timing Financial • Cost of construction and implementation • Ongoing maintenance (roads and streetscape

costs) • Cost of utility (relocation of existing and new

utilities) • Property acquisition cost

Evaluation of Alternative Design Concepts Project #1 – Square One Drive Project #2 – Princess Royal Drive

Criteria Option A 2 Lanes

Option B 2 Lanes and

Parking Lanes

Option C 2 Lanes, Bus Bays

and Modified Parking Lanes

Option A 3 Lanes with

Parking Lay-bys

Option B 4 Lanes

Option C 4 Lanes with

Dedicated Left Turn Lane Modified at

Duke of York Blvd.

Option D 5 Lanes at Duke of York Blvd. and 4

Lanes at Mercer St.

Transportation & Transit Management

Natural Environment

Socio-Economic Environment

Cultural Environment

City Building

Land Use

Implementation

Financial

Recommendation Not Preferred Not Preferred Preferred Not Preferred

Not Preferred

Not Preferred

Preferred

Least Preferred Most Preferred

Evaluation of Alternative Design Concepts Project #3 – The Exchange Project #4 – Mercer Street

Criteria Option A 2 Lanes

Option B 2 Lanes with

Parking Lay-bys

Option A 2 Lanes with

Parking Lay-bys

Option B 3 Lanes with

Parking Lay-bys

Option C 4 Lanes with

on-street parking

Transportation & Transit Management

Natural Environment

Socio-Economic Environment

Cultural Environment

City Building

Land Use

Implementation

Financial

Recommendation Not Preferred Preferred Not Preferred Not Preferred Preferred

Least Preferred Most Preferred

Impact and Mitigation of the Preliminary Preferred Design

Area of Impact Potential Impact Mitigation Measures Terrestrial Environment

• Loss of trees. • Construction impacts (e.g. damage to

rootzone). • No significant species or Species at Risk

present.

• Transplant trees where feasible. • Replace trees to replace lost benefits of trees (shade,

air pollution reduction, etc.) . • Greater variety of tree species and provision

conditions to encourage tree vitality (i.e. adequate soil volume and drainage).

• Preservation of retained trees using tree protection measures.

• Restore vegetation as soon as possible. • Provide restorative landscape plan.

Construction: Dust / Noise / Traffic

• Increased dust and noise during construction period.

• Increased traffic resulting from contractor vehicles and reduced access to area.

• Dust suppression measures (e.g. water truck) to be implemented as needed.

• Noise to be limited by Noise Control By-law (360-79) restrictions and hours.

• Implement traffic control plan during construction. • Stage construction activities to minimize periods of

disruption in proximity of adjacent land uses. • Prepare emergency program to ensure quick

resolution of servicing problems.

Impact and Mitigation of the Preliminary Preferred Design

Area of Impact Potential Impact Mitigation Measures Pedestrian and Cyclist Safety

• Use of certain sidewalks to be eliminated or restricted during the construction process.

• No existing bicycle lanes and none planned.

• Signage identifying pedestrian safe passage will be provided.

• Cyclists to be subject to same road restrictions as vehicles; however, Square One Drive will have wider lanes between Transit Terminal and Hammerson Drive for improved cyclist comfort.

• Maintain continuity of pedestrian walkway system as much as possible.

Property / Land Use

• Traffic flow / access disruptions. • Additional easement beyond road right-of-way to be determined through development process.

• Signage to provide advance notice of disruption and detours during the construction period.

• Preserve existing amenities as much as possible. • Consult with public agency and/or adjacent land

owners / tenants regarding temporary access routes.

Surface Water Quality • Increased possibility of sedimentation of stormwater during the construction period.

• Maintain and monitor Erosion & Sediment Control (ESC) measures.

EXISTINGTARGET

FFE=158.81

IB(MISS)CP

CP

CC

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

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ST ST ST ST ST ST

E

E

E

E

E

E

E

DCB 64

DCB 59

DCB 58

DCB 52

CB 57 CB 53

CB 54

CB 65

62

CB 63

CB 61

CB 60

MH109

MH108

MH111 MH110

MH112

MH 40

MH 39

MH 36 MH 35 MH 34

MH 38

CB

CB130

CB131

MH114

SL

SL

SL

MH113


CB129

IB(MISS)CP

CP

CC

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

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EE

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ST ST ST ST ST ST

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DCB 59

DCB 58

DCB 52

CB 57 CB 53

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CB 65

62

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CB 61

CB 60

MH109

MH108

MH111 MH110

MH112

MH 40

MH 39

MH 36 MH 35 MH 34

MH 38

CB

CB130

CB131

MH114

SL

SL

SL

MH113


CB129

R8.5R8.5

30.0m

30.0m



26.3m ROW 25.35m ROW

2.10

2.10

BUSES ONLY

BUSES ONLY

3.253.50

3.253.502+

960

2+98

0

3+00

0

3+02

0

3+04

0

3+06

0

3+08

0

3+10

0

3+12

0

3+14

0

3+16

0

3+18

0

3+20

0

3+22

0

3+24

0

3+26

0

SHELTER

SHELTER

24 PARKING SPACES REMOVED


MATCH EXISTING CURB

MATCH EXISTING CURB

MATCHEXISTING CURB




3.50

3.50

2.10

TAXI WAITING AREA

2.10

PICK UP / DROP -OFF

PICK UP /DROP -OFF

PICK UP /DROP -OFF


H

H


IB(MISS)

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DCB 33

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MH 37

MH 24

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CB

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CB 32

DCB 29

MH 31IB(MISS)

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DCB 35

DCB 44DCB 37

DCB 33

DCB 36

DCB 46DCB 51

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CB 31

MH 37

MH 24

MH 21

MH 22

MH 23

MH 20

MH 25

CB

CB 43A

CB 32

DCB 29

MH 31

3.50

3.50



R10.5±(EXISTING)

R8.0±(EXISTING)

R8.0±(EXISTING)

R8.5

PARKING

3.25

3.25 PARKING

PARKING

PICK UP / DROP-OFF

TAXI WAITING AREA

3+26

0

3+28

0

3+30

0

3+32

0

3+34

0

3+36

0

3+38

0

3+40

0

3+42

0

3+44

0

3+46

0

3+48

0

3+49

5




MATCH EXISTING CURB




I

I

DRIVEWAY CONSOLIDATED

3.50LANE

3.50LANE

7.25BOULEVARD

25.35RIGHT-OF-WAY

2% 2%2%

PROW

L PROW

L

0.50CURB

2.10PARKING

2.10PARKING

CSQUARE ONE

DRIVE

L


0.50CURB (EXISTING)2 LANE @ PINCH

WITH PARKING3.50

LANE3.50

LANE6.28

BOULEVARD

26.60RIGHT-OF-WAY

2% 2%2%

PROW

L PROW

L

2 LANE WITH 3.25mWIDE PARKING

3.25PARKING

3.25PARKING

CSQUARE ONE DRIVE

L


0.50CURB

0.50CURB (EXISTING)

File

Nam

e: 0

3534

4_P

refe

rred

Int -

PIO

-2.d

wg

Dat

e P

lotte

d: S

epte

mbe

r 23,

201

4 - 1

:43p

m

SCALE: N.T.S.


PRELIMINARY PREFERRED DESIGN:OPENING DAY SCENARIO

SQUARE ONE DRIVE


HORZ. SCALE:

PROJ. NO.:

DRAWING NUMBER

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:DV

1:500

JV

DV

300035344

SEPTEMBER 2014

SQUARE ONE S

HOPPING C

ENTRE

DUKE OF YORK BLV

D

CITY C

ENTRE D

RIVE

RATHBURN R

D WSQUARE O

NE DR.

HAMMERSON DR.

CITY CENTRE D

R.

SITE LOCATION

DU

KE

OF

YO

RK

BO

ULE

VA

RD

HAM

MER

SON

DR

IVE

SQUARE ONE DRIVE

MA

TCH

LIN

E -

STA

. 3+2

60.0

MA

TCH

LINE

- STA

. 3+260.0

SQUARE ONE DRIVE

SECTION H-H




LEGEND:


PROPERTY BOUNDARY

CONSULTANT

SECTION I-I

(1517)

(1517)

WIT 0.13W

DCB 96

DCB 87

DCB 103

CB 94

CB 88

CB 84

CB 86

CB 95

CB 107

CB 101

MH 71

MH 72

MH 70

MH 65

DCB 96

DCB 89

DCB 87DCB 85

DCB 103DCB 104

CB 93

CB 92

CB 88

CB 84

CB 86

CB 106CB 107 CB 105

CB 101

MH 71

MH 72

MH 65

CB97

WW

WW

WW

WW

EE

EE

EE

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E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE

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ADDITIONAL TOPOAPPROXIMATE LOCATION



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UNABLE TO TONE HYDRO SERVICE,NO ACCESS TO HYDRO ROOM


UNABLE TO TONE PAST THIS POINTADDITIONAL TOPO ELEMENTAPPROXIMATE LOCATION OFSTREET LIGHT


UNABLE TO TONE GAS MAINDUE TO FROZEN VALVES



MH 70

CB 94

CB 95

DCB 108

PARKING LOTENTRANCE CONC. SIDEWALK

(1517)

(1517)

WIT 0.13W

DCB 96

DCB 87

DCB 103

CB 94

CB 88

CB 84

CB 86

CB 95

CB 107

CB 101

MH 71

MH 72

MH 70

MH 65

DCB 96

DCB 89

DCB 87DCB 85

DCB 103DCB 104

CB 93

CB 92

CB 88

CB 84

CB 86

CB 106CB 107 CB 105

CB 101

MH 71

MH 72

MH 65

CB97

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MH 70

CB 94

CB 95

DCB 108


2+000

2+020

2+040

2+060

2+080

2+100

1+000

1+020

1+040

1+060

1+080

1+100

1+1201+120

-0+0

20

-0+0

00

0+02

0

0+04

0

0+06

0

0+08

0

0+10

0

0+12

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0+14

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0+16

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0+20

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0+22

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0+24

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0+26

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0+28

0

0+29

8

6.70


23m ROW

26m ROW

R8.5

R8.5 R8.5

R8.5

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.00

R=50.14m

3.25 3.25

R8.5

3.25 3.25

R8.5

R76.0R8.5

MATCH EXISTING CURB

MATCH EXISTING CURB


OFF-PEAK HOURS

R8.5R8.5

PARKING LOTDRIVEWAY

PARKING LOTDRIVEWAY

D

D

E E C C

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

26.00RIGHT-OF-WAY

4 LANE

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

0.50CURB

0.50CURBP

ROWL P

ROWL

CMERCERSTREET

L

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

26.00RIGHT-OF-WAY

4 LANE

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

0.50CURB

0.50CURBP

ROWL P

ROWL

CPRINCESS

ROYAL DRIVE

L

CTHE EXCHANGE

LP

ROWL

3.25LANE

2%


5.50BOULEVARD

2%

2%

23.00RIGHT-OF-WAY

2 LANE(WITH PARKING)

3.25LANE

2%


5.50BOULEVARD

2%

2%

PROW

L

File

Nam

e: 0

3534

4_P

refe

rred

Int -

PIO

-1.d

wg

Dat

e P

lotte

d: S

epte

mbe

r 24,

201

4 - 9

:42a

m

SCALE: N.T.S.



HORZ. SCALE:

PROJ. NO.:

DRAWING NUMBER

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:

CONSULTANT

DV

1:500

JV

DV

300035344

SEPTEMBER 2014

DU

KE

OF

YO

RK

BO

ULE

VA

RD

CITY CENTRE DRIVE

SQUARE ONE S

HOPPING C

ENTRE

DUKE OF YORK BLV

D

CITY C

ENTRE D

RIVE

RATHBURN R

D W

SQUARE ONE D

R.

HAMMERSON DR.

CITY CENTRE D

R.

SITE LOCATION

PRINCESS

ROYALDRIVE

PRIVATE DRIVEWAY




SECTION D-D

SECTION E-E

SECTION C-C

LEGEND:


PROPERTY BOUNDARY

ME

RC

ER

S

TRE

ET

THE

EX

CH

AN

GE



PRELIMINARY PREFERRED DESIGN:OPENING DAY SCENARIO

PRINCESS ROYAL DRIVE, MERCER STREET& THE EXCHANGE


DESIGN PHASE.

EXISTINGTARGET

FFE=158.81

IB(MISS)CP

CP

CC

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

WW

W

W

W

W

W

W

W

W

W

WW

W

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WWWWWWWWWWW



ST ST ST ST ST ST

E

E

E

E

E

E

E

DCB 64

DCB 59

DCB 58

DCB 52

CB 57 CB 53

CB 54

CB 65

62

CB 63

CB 61

CB 60

MH109

MH108

MH111 MH110

MH112

MH 40

MH 39

MH 36 MH 35 MH 34

MH 38

CB

CB130

CB131

MH114

SL

SL

SL

MH113


CB129

IB(MISS)CP

CP

CC

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

WW

W

W

W

W

W

W

W

W

W

WW

W

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WWWWWWWWWWW



ST ST ST ST ST ST

E

E

E

E

E

E

E

DCB 64

DCB 59

DCB 58

DCB 52

CB 57 CB 53

CB 54

CB 65

62

CB 63

CB 61

CB 60

MH109

MH108

MH111 MH110

MH112

MH 40

MH 39

MH 36 MH 35 MH 34

MH 38

CB

CB130

CB131

MH114

SL

SL

SL

MH113


CB129

3.253.50

3.253.50



3.50

3.50

R8.5R8.5

30.0m

30.0m



2.10

BUSES ONLY

BUSES ONLY

3.253.50

3.253.50

2.10

PICK UP / DROP -OFF

2+96

0

2+98

0

3+00

0

3+02

0

3+04

0

3+06

0

3+08

0

3+10

0

3+12

0

3+14

0

3+16

0

3+18

0

3+20

0

3+22

0

3+24

0

3+26

0

SHELTER

SHELTER

R3.3

R3.3

26.3m ROW




25.35m ROW

2.10

2.10PICK UP /

DROP -OFF

PICK UP /DROP -OFF


F

F H

H


IB(MISS)

EEEEEEEEEE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E


E

E

E


E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

Ø0.05 Ø0.05 Ø0.05 Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05 Ø0.05 Ø0.05

Ø0.05Ø0.05 Ø0.05

Ø0.05Ø0.05

WW

WW

WW

WW

WW

WW

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW

WW

WW

WW

WW

WW

WW

WW

W

W

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

E


WW

WW

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W W W W W W W

WW

WW

WW

WW

WW

WW

WW

WW

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW

W

W

W

W

W


WW

WW

ST

W W

WW

WW

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

EE

EE

EE

E

E

E


EE

E

E

E

E

E

E

DCB 34

DCB 35

DCB 44DCB 37

DCB 33

DCB 36

DCB 46DCB 51

43

CB 31

MH 37

MH 24

MH 21

MH 22

MH 23

MH 20

MH 25

CB

CB 43A

CB 32

DCB 29

MH 31IB(MISS)

EEEEEEEEEE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E


E

E

E


E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

Ø0.05 Ø0.05 Ø0.05 Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05

Ø0.05Ø0.05

Ø0.05 Ø0.05

Ø0.05

Ø0.05 Ø0.05 Ø0.05

Ø0.05Ø0.05 Ø0.05

Ø0.05Ø0.05

WW

WW

WW

WW

WW

WW

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW

WW

WW

WW

WW

WW

WW

WW

W

W

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

E


WW

WW

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W W W W W W W

WW

WW

WW

WW

WW

WW

WW

WW

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW

W

W

W

W

W


WW

WW

ST

W W

WW

WW

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

EE

EE

EE

E

E

E


EE

E

E

E

E

E

E

DCB 34

DCB 35

DCB 44DCB 37

DCB 33

DCB 36

DCB 46DCB 51

43

CB 31

MH 37

MH 24

MH 21

MH 22

MH 23

MH 20

MH 25

CB

CB 43A

CB 32

DCB 29

MH 31

3.50

3.50



R10.5±(EXISTING)

R8.0±(EXISTING)

R8.0±(EXISTING)

R8.5

PARKING

3.25

3.25 PARKING

PARKING

PICK UP / DROP-OFF

TAXI WAITING AREA

3+26

0

3+28

0

3+30

0

3+32

0

3+34

0

3+36

0

3+38

0

3+40

0

3+42

0

3+44

0

3+46

0

3+48

0

3+49

5







I

I

DRIVEWAY CONSOLIDATED

3.25LANE

3.40SIDEWALK

2.00STREETSCAPE

3.25LANE

2.90SIDEWALK

2.00STREETSCAPE

26.30RIGHT-OF-WAY

2% 2%2% 2%

CSQUARE ONE

DRIVE

L

PROW

L PROW

L

0.75SPLASH PAD 0.50

CURB

0.75SPLASH PAD

0.50CURB

4 LANE 3.50LANE

3.50LANE 3.50

LANE3.50

LANE7.25

BOULEVARD

25.35RIGHT-OF-WAY

2% 2%2%

PROW

L PROW

L

0.50CURB2 LANE @ PINCH

WITH PARKING 2.10PARKING

2.10PARKING

CSQUARE ONE

DRIVE

L


0.50CURB (EXISTING) 3.50

LANE3.50

LANE6.28

BOULEVARD

26.60RIGHT-OF-WAY

2% 2%2%

PROW

L PROW

L

2 LANE WITH 3.25mWIDE PARKING

3.25PARKING

3.25PARKING

CSQUARE ONE DRIVE

L


0.50CURB

0.50CURB (EXISTING)

File

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tted:

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ber 2

3, 2

014

- 12:

05pm

SCALE: N.T.S.



HORZ. SCALE:

PROJ. NO.:

DRAWING NUMBER

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:DV

1:500

JV

DV

300035344

SEPTEMBER 2014

SQUARE ONE S

HOPPING C

ENTRE

DUKE OF YORK BLV

D

CITY C

ENTRE D

RIVE

RATHBURN R

D WSQUARE O

NE DR.

HAMMERSON DR.

CITY CENTRE D

R.

SITE LOCATION

DU

KE

OF

YO

RK

BO

ULE

VA

RD

HAM

MER

SON

DR

IVE

SQUARE ONE DRIVE

MA

TCH

LIN

E -

STA

. 3+2

60.0

MA

TCH

LINE

- STA

. 3+260.0

SQUARE ONE DRIVE

SECTION F-F SECTION H-H

CONSULTANT




LEGEND:


PROPERTY BOUNDARY

PRELIMINARY PREFERRED DESIGN:ULTIMATE SCENARIO

SQUARE ONE DRIVE

FUTURE LRT

SECTION I-I

(1517)

(1517)

WIT 0.13W

DCB 96

DCB 87

DCB 103

CB 94

CB 88

CB 84

CB 86

CB 95

CB 107

CB 101

MH 71

MH 72

MH 70

MH 65

DCB 96

DCB 89

DCB 87DCB 85

DCB 103DCB 104

CB 93

CB 92

CB 88

CB 84

CB 86

CB 106CB 107 CB 105

CB 101

MH 71

MH 72

MH 65

CB97

WW

WW

WW

WW

EE

EE

EE

E

EE

EE

EE


E




EE

EE

EE

E

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

SL

SL

SL

SL

SL

SL

E

E

E

E

E

E

E

E

E

E

E

SL

SL

E

E

E

E

EE

EE

E

E

E

E

E

E








MH 70

CB 94

CB 95

DCB 108


(1517)

(1517)

WIT 0.13W

DCB 96

DCB 87

DCB 103

CB 94

CB 88

CB 84

CB 86

CB 95

CB 107

CB 101

MH 71

MH 72

MH 70

MH 65

DCB 96

DCB 89

DCB 87DCB 85

DCB 103DCB 104

CB 93

CB 92

CB 88

CB 84

CB 86

CB 106CB 107 CB 105

CB 101

MH 71

MH 72

MH 65

CB97

WW

WW

WW

WW

EE

EE

EE

E

EE

EE

EE


E




EE

EE

EE

E

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

SL

SL

SL

SL

SL

SL

E

E

E

E

E

E

E

E

E

E

E

SL

SL

E

E

E

E

EE

EE

E

E

E

E

E

E








MH 70

CB 94

CB 95

DCB 108


2+000

2+020

2+040

2+060

2+080

2+100

1+000

1+020

1+040

1+060

1+080

1+100

1+1201+120

-0+0

20

-0+0

00

0+02

0

0+04

0

0+06

0

0+08

0

0+10

0

0+12

0

0+14

0

0+16

0

0+18

0

0+20

0

0+22

0

0+24

0

0+26

0

0+28

0

0+29

8

26m ROW

R8.5 R8.5

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.00

R=50.14m

R3.0

R3.0

3.25 3.25

R8.5

3.25 3.25

R76.0R8.5


OFF-PEAK HOURS

R8.5

6.70


23m ROW

R8.5R8.5

D

D

E E C C

APPROPRIATE ACCESS POINTS FOR THEFUTURE DEVELOPMENT TO BE DETERMINEDDURING THE DEVELOPMENT PROCESS

APPROPRIATE ACCESS POINTS FOR THEFUTURE DEVELOPMENT TO BE DETERMINEDDURING THE DEVELOPMENT PROCESS

FUTURE PARK

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

26.00RIGHT-OF-WAY

4 LANE

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

0.50CURB

0.50CURBP

ROWL P

ROWL

CMERCERSTREET

L

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

26.00RIGHT-OF-WAY

4 LANE

3.25LANE

2%

6.00BOULEVARD

2%

3.25LANE

0.50CURB

0.50CURBP

ROWL P

ROWL

CPRINCESS

ROYAL DRIVE

L

CTHE EXCHANGE

LP

ROWL

3.25LANE

2%


5.50BOULEVARD

2%

2%

23.00RIGHT-OF-WAY

2 LANE(WITH PARKING)

3.25LANE

2%


5.50BOULEVARD

2%

2%

PROW

L

File

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ate

Plo

tted:

Sep

tem

ber 2

4, 2

014

- 9:3

5am

SCALE: N.T.S.



HORZ. SCALE:

PROJ. NO.:

DRAWING NUMBER

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:DV

1:500

JV

DV

300035344

SEPTEMBER 2014

DU

KE

OF

YO

RK

BO

ULE

VA

RD

CITY CENTRE DRIVE

SQUARE ONE S

HOPPING C

ENTRE

DUKE OF YORK BLV

D

CITY C

ENTRE D

RIVE

RATHBURN R

D W

SQUARE ONE D

R.

HAMMERSON DR.

CITY CENTRE D

R.

SITE LOCATION

ME

RC

ER

STR

EE

T

THE

EX

CH

AN

GE

PRINCESS

ROYALDRIVE


SECTION D-D

SECTION E-E

SECTION C-C

CONSULTANT




LEGEND:


PROPERTY BOUNDARY

PRELIMINARY PREFERRED DESIGN:ULTIMATE SCENARIO

PRINCESS ROYAL DRIVE, MERCER STREET& THE EXCHANGE


DESIGN PHASE.

FUTURE LRT



Invitation for Participation • Public input is an important component of the decision-

making process. • You are invited to provide comments by completing the

forms provided and submitting forms to the Study Team members below on or before October 9, 2014.

• We will review all materials presented today and incorporate feedback from public, agencies, property owners, etc.

• We will respond to written questions and comments. • Based on input, confirm preferred design. • Prepare Master Plan Environmental Report. • Place Report on public record for 30-day review period. • Filing of EA tentatively scheduled for December 2014.

THANK-YOU FOR ATTENDING

Abdul W. Shaikh, P. Eng., PMP City Project Manager City of Mississauga 201 City Centre Drive, Suite 800 Mississauga, ON L5B 2T4 Tel: 905-615-3200 ext. 3734 Fax: 905-615-3173 E-mail: [email protected]

Philip A. Rowe, C.E.T. Consultant Project Manager R.J. Burnside & Associates Limited 6990 Creditview Road, Unit 2 Mississauga, ON L5N 8R9 Tel: 905-821-5919 Fax: 905-821-1809 E-mail: [email protected]

master plan class environmental assessment for downtown

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