Lowes Wu - Landscape Architecture Portfolio 2023 by loweswu

LOWES WU

Landscape Architecture Portfolio Selected Works | 2023

LOWES WU

Phone: 647-223-6726 Email: loweswu97@gmail.com LinkedIn: linkedin.com/in/loweswu

ABOUT ME I am a Landscape Designer currently based in Toronto, Ontario. I am passionate about the outdoor environment and aim to create sustainable designs that mitigate the effects of climate change while restoring native ecology and creating a positive human experience, improving health and wellbeing. This portfolio highlights the projects that I completed in the past in my current and past professional experiences.

EDUCATION

Bachelor of Landscape Architecture University of Guelph September 2015 - April 2019 International Exchange Swedish University of Agricultural Sciences (SLU) January 2018 - June 2018

PROFESSIONAL EXPERIENCE

Landscape Designer AECOM Canada Ltd. | March 2021 - Present Project Coordinator NAK Design Strategies | October 2019 - November 2020 Landscape Designer Royal Stone Landscaping & Design | April 2017 - September 2018

SOFTWARE SKILLS

- AutoCad - Civil 3D - MicroStation - SketchUp

- Adobe Photoshop - Adobe Illustrator - Adobe InDesign - Microsoft Office

TABLE OF CONTENTS

NATHAN PHILLIPS SQUARE

ONTARIO LINE SOUTH

DUNDAS BRT

TORONTO ISLAND WTP

QEW/CREDIT RIVER IMPROVEMENT

Contract No. FIN2023-001

D A. BARKER WATER TREATMENT PLANT EXPANSION T 2 - WTP EXPANSION

FOR TENDER

RAYMOND A. BARKER WTP

AYSON COTTAGE & RECREATION WHITES BAY

UNTITLED TORONTO

NOTTAWASAGA

HEN ISLAND

H W 26 A Y

SITE LOCATION

N RO T HU REE ST

R. C.N.R.

RAGLAN ST.

COLLINGWOOD HARBOUR C.N.

BAY

PR ETT PA Y R RK IVE WA R Y

EET FIRST STR

AN RAGL . ST

ARIO HURONT STREET

HIGH STREET

HIG HW 2 6 AY # HUMEET STRE

N.R.

C.N

SIXTH LANE

H SIXT ET STRE . .R

AR POPL AD RO SIDE

TOWNSHIP OF CLEARVIEW

KEY PLAN N.T.S.

AECOM PROJECT NO. 60665174 AINLEY PROJECT NO. 120078

BRESSA DUC

RESIDENTIAL LANDSCAPE DESIGN

01 NATHAN PHILLIPS SQUARE Toronto, Ontario | AECOM | 2022 - Ongoing

INTRODUCTION AECOM has been engaged by the City of Toronto for the preservation, repair, enhancement, and sustainability of Nathan Phillips Square (NPS), an iconic and cherished landmark in the Toronto urban landscape. The redesign aims to improve the square’s perimeter, create smaller gathering spaces for individuals and groups, and enhance pedestrian accessibility. The revitalization of Nathan Phillips Square is envisioned to establish a more functional and environmentally sustainable meeting space for future generations. In the project’s initial phases, I conducted site visits alongside my Landscape Architecture manager to assess existing conditions. I prepared presentation materials for design charrettes and actively engaged with stakeholders to develop design solutions. Throughout the design phase, I collaborated closely with the Landscape Architect, contributing to the drafting of the drawing package for detailed design submissions.

HAGERMAN STREET

OSGOODE LANE

QUEEN STREET

BAY STREET

NPS | EXISTING CONDITIONS - BAY STREET

EXISTING CONDITIONS ANALYSIS

BAY STREET

NPS | EXISTING CONDITIONS - BAY STREET B

FOOD TRUCK PARKING DIMENSION

EXISTING MATURE TREES IN GOOD CONDITION

SCULPTURE

HAGERMAN STREET

SCULPTURE

EXISTING MATURE TREES IN GOOD CONDITION

ACCESS TO RAMP

LAYBY FOR DAYCARE

PLANTER DEFINES PEDESTRIAN MOVEMENT

HAGERMAN STREET

ACCESS TO RAMP

LAYBY FOR DAYCARE

PLANTER DEFINES PEDESTRIAN MOVEMENT

G FOOD TRUCK PARKING DIMENSION

7.5M X 2.5M

BICYCLE PARKING

PEDESTRIAN RAMPD

RAMP

STACKING DISTANCE

4 C C

B B

1 MATURE TREES EXISTING MATURE HEAVILYEXISTING PRUNED ON TREES HEAVILY PRUNED ON BUILDING SIDE BUILDING SIDE

STACKING DISTANCE

BAY STREET

RAMP LANDING

BAY STREET

RAMP LANDING

RAMP

BICYCLE PARKING PEDESTRIAN RAMP

RAMP

B 1

7.5M X 2.5M

3 G

QUEEN STREET

ALBERT STREET

POTENTIAL LOCATION

FOR HOT DOG VENDORS POTENTIAL LOCATION FOR HOT DOG VENDORS

2 POTENTIAL ACCESSIBLE POTENTIAL RAMP TO ACCESSIBLE ELEVATED RAMP TO ELEVATED WALKWAY WALKWAY

NPS EXISTINGCONDITIONS CONDITIONS- -HAGERMAN HAGERMANSTREET STREET NPS || EXISTING 1

POTENTIAL LOCATION FOR FOOD TRUCKS 1 DAYCARE MAIN ENTRANCE 3 4 POTENTIAL34 LOCATION DAYCARE MAIN ENTRANCE FOR FOOD TRUCKS 22 DAYCARE SECONDARY 45 EX. ACCESS FOR VENDORS TO DAYCARE SECONDARY ENTRANCE VENDORS TO BE MAINTAINED 45 EX. ACCESS FOR ENTRANCE BE MAINTAINED

ACESSIBLE TRANSITION FROM 6 56 ACESSIBLE TRANSITION FROM 5 BAY ST. LEVEL TO PLAZA LEVEL

BAY ST. LEVEL TO PLAZA LEVEL

QUEEN STREET

The Bay Street Edge of Nathan Phillips Square, while generously sized with well-established plantings, trees, and large seating areas, lacks vibrancy and public realm appeal. Pedestrians tend to move swiftly through this area, attributed in part to a lack of engaging uses at street level on the building side and the functional and physical separation from the rest of the street due to the ramped access to underground parking. The only access points to the Square and City Hall from the East are at the two far corners and mid-block at the Albert Street intersection.

HAGERMAN STREET A

OSGOODE OSGOODE LANE LANE

RAMP RAMP- -SERVICE SERVICE ACCESS ACCESSTO TOCITY CITY HALL HALL

HAGERMAN STREET HAGERMAN STREET

BIKEBIKE LOCKERS EXISTING LOCKERS EXISTING STEPS EXISTING ANDAND BIKEBIKE RACKS RACKS EXISTING STEPS EXISTING RAMP EAST WEST EAST WEST EXISTING RAMP PEDESTRIAN CITY HALL PEDESTRIAN CITY HALL CONNECTION CONNECTION

D BAY STREET

PROTECTION SLOPED TREETREE PROTECTION ZONEZONE SLOPED PLANTING AREA PLANTING AREA EXISTING MATURE TREES EXISTING MATURE TREES (TALL SHRUBS/ (TALL SHRUBS/ PERENNIAL PERENNIAL RAMP - SERVICE EXIT EXIT RAMP - SERVICE

BAY STREET

Y OURURY ARAM RMEOETET STSRTRE

EXISTING PEDESTRIAN ACCESS EXISTING EXISTING PEDESTRIAN PEDESTRIAN BRIDGE BRIDGE

ELIZABETH STREET ELIZABETH STREET

CHESTNUT CHESTNUT STREET STREET

WHEEL-TRANS WHEEL-TRANS DROP OFF DROP OFF

Positioned at the northern boundary of the square, the narrow area between Hagerman Street and City Hall primarily serves as a service access point, characterized by limited, undefined, and underutilized public space. This situation is influenced by the functional arrangement of vehicular access and ramp locations, along with fencing and grading challenges.

NPS | EXISTING CONDITIONS - OSGOODE LANE

EXISTING CONDITIONS ANALYSIS

NPS | EXISTING CONDITIONS - OSGOODE LANE

UNDER ELEVATED WALKWAY AREA, USED FOR TEMPORARY STORAGE OF CROWD CONTROL BARRIER

C AREA USED TO STORE REPLACEMENT PAVERS

SPACE ALLOCATED FOR MEDIA, UNEVEN PAVING AROUND TREE AREA USED TO STORE TRUCKS/ SERVICE VEHICLES PITS - AREA CORDONED OFF REPLACEMENT PAVERS

HAGERMAN STREET

EXISTING SCUPLTURE GARDEN

UNIVERSITY OF TORONTO RESIDENCE

EXISTING BOLLARDS, EXISTING BOLLARDS, TEMPORARY TEMPORARY CONCRETE BLOCKS

EXISTING CHILDERN’S PLAY AREA

EXISTING ELEVATED WALKWAY

EXISTING CHILDERN’S EXISTING PLAY AREA EXISTING PEACE THEATRE

SCUPLTURE GARDEN

GARDEN

CONCRETE BLOCKS

RAMP TO PARKING GARAGE

OSGOODE LANE

NEW TORONTO EXISTING GATE COURTHOUSE

GARBAGE COMPACTOR ENCLOSURE

EXISTING GATE - ACCESS LAW COURTS CONTROL TO NATHAN PHILLIPS SQUARE (OSCJ)

EXISTING RETAINING WALL WITH HANDRAIL

EXISTING GATE - ACCESS CONTROL TO NATHAN PHILLIPS SQUARE

EXISTING BUS

TEMPORARY INFOMATION SHELTER (EVERY SUMMER, TEMPORARYBOOTH INFOMATION MAY-SEPT) BOOTH (EVERY SUMMER,

EXISTING CEREMONIAL A B ACCESS

MAY-SEPT)

EXISTING CHECKER BOARD

TEMPORARY INFOMATION TABLES/ SEATING EXISTING CHECKER BOARD BOOTH (EVERY SUMMER, TABLES/ SEATING MAY-SEPT) VIEW TO CEREMONIAL RAMP

VIEW TO CEREMONIAL EXISTING CHECKER BOARD RAMP TABLES/ SEATING OLD CITY HALL

EXISTING PARKING FOR FOOD TRUCKS AND DROP OFF TOURIST BUSES

BAY STREET

EXISTING HOT VENDORS EXISTING PARKING FOR FOOD TRUCKS 3 DOG STAIR AND ELEVATOR 1 EXISTING AND DROP OFF TOURIST BUSES ACCESS TO PARKING EXISTING PARKING FOR FOOD TRUCKS EXISTING HOT DOG VENDORS AND DROP TOURIST BUSES 2 OFF

BAY STREET

OLD CITY HALL

C 1

EXISTING EXISTING PEDESTRIAN PEDESTRIAN BRIDGE BRIDGE

ICE RINK & REFLECTING POOL

0 10 20 QUEEN STREET 1:1000

EXISTING EXISTING CROSSWALK

QUEEN STREET

CROSSWALK

PEDESTRIAN G CONNECTION PEDESTRIAN

EXISTING CONNECTION F CROSSWALK F OSGOODE HALL GARDENS PEDESTRIAN

OSGOODE HALL CONNECTION GARDENS

VIEW TO ARCHER

ICE RINK & EXISTING REFLECTING POOL MATURE TREES

ICE RINK & REFLECTING POOL

40m

ACCESS TO PARKING GARAGE

E E

IRSS LEGACY GARDEN UNDER CONSTRUCTION (ESTIMATED COMPELETION: JULY 2024)

ACCESS TO ACCESS TO PARKING PARKING GARAGE GARAGE

EXISTING EXISTING PATH ACCESS PEDESTRIAN QUEEN STREET QUEEN STREET BRIDGE

EXISTING MATURE TREES

EXISTING STAIR AND ELEVATOR CEREMONIAL 1 VIEW OLDTO CITY HALL ACCESS TORAMP PARKING

EXISTING STAIR AND ELEVATOR 2 EXISTING HOT DOG VENDORS ACCESS TO PARKING

D D

RAMP ACCESS TO CITY EXISTING VENT HALL PARKING GARAGE EXISTING VENT TO REMAIN TO REMAIN 3 EXISTING VENT F F TO REMAIN

EXISTING MATURE TREES

BAY STREET

C 1

2C B1

0 1:1000

E E

OSGOODE HALL GARDENS

EXISTING SOUP KITCHEN IN L.S.O. BUILDING

D D

LIMIT OF NEWRAMPRAMP ACCESS TO CITY EXISTING LIMIT OF NEW ACCESS TO CITY EXISTING PAVERS HALLHALL PARKING GARAGE PATH PATH ACCESS PAVERS PARKING GARAGE ACCESS

LIMIT OF NEW CEREMONIAL PAVERS EXISTINGEXISTING CEREMONIAL EXISTING BUS ACCESS EXISTING BUS ACCESS SHELTER SHELTER

OSGOODE HALL/ LAW SOCIETY OF ONTARIO

BOLLARDS

EXISTING REMOVEABLE BOLLARDS

IRSS LEGACY GARDEN UNDER CONSTRUCTION (ESTIMATED EXISTING COMPELETION: JULY 2024)

GARBAGE COMPACTOR ENCLOSURE

OSGOODE LANE

OSGOODE HALL GARDENS

EXISTING SOUP KITCHEN IN L.S.O. BUILDING

OSGOODE HALL/ LAW SOCIETY OF ONTARIO

EXISTING BOLLARDS

EXISTING GATE CONTROLLED ACCESS TO COURTHOUSE, CITY HALL/ NATHAN PHILLIPS SQUARE

EXISTING REMOVEABLE BOLLARDS

LAWC COURTS (OSCJ)

EXISTING RETAINING WALL WITH HANDRAIL

CONTROLLED ACCESS TO COURTHOUSE, CITY HALL/ NATHAN PHILLIPS SQUARE

VIEW TO ARCHER

EXISTING PLANTERS

(2010) EXISTING PLANTERS (2010)

G G

INDIAN EXISTING RESIDENTIAL PLANTERS SCHOOL(2010) INDIAN SURVIVORS

RESIDENTIAL SCHOOL SURVIVORS

INDIAN RESIDENTIAL SCHOOL SURVIVORS

OSGOODE HALL GARDENS

OSGOODE LANE

NEW TORONTO COURTHOUSE

Y OUR ARMREET ST

NPS | EXISTING CONDITIONS - QUEEN STREET NPS | EXISTING CONDITIONS - QUEEN STREET A CHESTNUT STREET B

OSGOODE OSGOODE LANELANE

CHESTNUT STREET

WALKWAY CONNECTION TO SHERATON HOTEL

Osgoode Lane, delineating the western boundary of the Square, primarily serves as a pedestrian thoroughfare, accommodating maintenance and vehicular access for event setups within the square. The lane extends between Queen and Armoury Streets.

EXISTING ELEVATED WALKWAY CONNECTION TO SHERATON HOTEL

EXISTING THEATRE

EXISTING PEACE GARDEN

EXISTING ELEVATED WALKWAY

QUEEN STREET

HAGERMAN STREET

SPACE ALLOCATED FOREXISTING MEDIA, TRUCKS/ SERVICE VEHICLES

OSGOODE EXISTING LANEELEVATED

UNEVEN PAVING AROUND TREE AREA UNDER ELEVATED WALKWAY, USED FOR TEMPORARY STROAGE OF PITS - AREA CORDONED OFF CROWD CONTROL BARRIER

QUEEN STREET

G G

40m

Queen Street, the forecourt leading into Nathan Phillips Square from the south, is a hub of activity. It serves as the initial experience for most visitors arriving by different modes of transportation. Activities include east-west pedestrian movement, gathering at the south-facing edge towards City Hall, enjoying shade under tree canopies, playing chess, using the information booth, and patronizing food trucks and hot dog vendors.

8534

5485 RESHAPED TRAFFIC ISLAND

2286 6248

TPA PARKING RAMP

NEW RAILING

P1 STAIR

EAST PLAZA ENTRANCE

HYDRO VAULT

WOLF ENTRANCE

SEAL ENTRANCE

8534 DISAPPEARING FOUNTAIN JETS

TORONTO CITY HALL

RETAINING WALL IN PLENUM SPACE FOR FOUNTAIN AREA REFER TO STRUCTURAL DRAWINGS

TORONTO SIGN

C RETAINING WALL IN PLENUM SPACE REFER TO STRUCTURAL DRAWINGS

LOON ENTRANCE

EXISTING PAVING TO REMAIN

ELEVATED WALKWAY

OSGOODE LANE 09

5487 8518

OSGOODE HALL

PAVER D

2440

D 6

PRECAS 1:100

D D

D B

C C

B B

3 D

F 6

4 4 F F

3 3

4 4

439 43920

B B

D D

1220

610

1220 1220

3 5

uare\Project Files\L - Landscape\Sheets\60676438-LS501

Print Date: 2023-10-27 3:10:59 PM

D D

Printed By: Wu, Lowes Printed By: Wu, Lowes

B B

C C

1:50

4392

:59 PM PM

1220

TYPICAL PAVING MODULES

4880 4880

5MM RADIUS, ALL EDGES

MODULE 6

Owner's Contract Number :

MODULE 3

4880

Owner's Project Number :

Printed By: Wu, Lowes

MODULE 3

9 PM

5MM RADIUS, ALL EDGES

C D (2489) C TEL: 416.392.CITY C TTY: 416.338.0TTY (0889) MODULE 3

D D

PAVING SECTION

4880

PAVER F

4880 4880

PAVER F

ALL SIZES, SEE DETAIL 2/LS502 ALL SIZES, FOR TYPICAL2/LS502 SEE DETAIL PAVING SECTION FOR TYPICAL

2440 2440

PAVER D

MODULE 5

MODULE 2

MODULE 2 City of Toronto MODULE 2 Corporate Real Estate Management (CREM) Project Management Office 4880 55 John Street Toronto,D ON M5V 3C6 C

Nathan Phillips Square PRECAST PLANK PRECAST PLANK PLAN DIMENSIONS, PLAN 1 DIMENSIONS, PRECASTB PLANK DIMENSIONS, PLAN 100 Queen Street West 1:50 1:50 1 1:50 Toronto, ON M5H 2N2

1:75

1:10

TYPICA LENGTH

7320

PRECAST PLANK, SECTION

UNDISTURBED GRADE

QUEEN STREET SECTION BETWEEN GRIDLINES K & L

2440 2440

2440

ALL SIZES, SEE DETAIL 2/LS502 FOR TYPICAL PAVING SECTION

℄

PAVER F

MODULE 4

MODULE 1 PRECAST CONCRETE, CUSTOM COLOR, CUSTOM FINISH

PAVER D

2440 CURB & GUTTER REFER TO CIVIL DRAWINGS

B D

3660

E E

PAVER D

3660 3660

4877 4877

PAVER C

6 6

4877

PRECAST CONCRETE PLANK PAVING SEE DETAIL 2/LS502

PAVER C

610 OR 1220

5 5

4880 C

5MM RADIUS, ALL EDGES MODULE 1

MODULE 1

4 4

CONCRETE BOLLARD

DRAINAGE LAYER

1220 1220

MODULE 3

EXISTING VENT

SOIL CELLS

PAVER B PAVER B

2650 Queensview Drive, Suite 2440 209 2440 Ottawa, Ontario K2B 8H6 2440 C Contact:C Stuart Benson C C stuart.benson@stsdinc.com

C D

PLANTER

200mm HIGH PLANTER CURB EDGE

PAVER C

1:50

D C

PLANTER

PLANTING SOIL MIX

2440 2440

Security Sub-Consultant:

PRECAST PLANK DIMENSIONS, Security Through SafePLAN Design Inc

4880

TOP OF THE UNDERGROUND GARAGE

1220

2 2

SOIL CELLS

SEAT WALL WITH WOOD BENCH MOUNTED ON TOP OF WALL

SOIL CELLS

TRENCH DRAIN SEE 2/LS503 DETAIL

PAVER B

PAVER F

MODULE 2

EXISTING PLAZA TO PRECAST CONCRETE PLANK PAVING SEE DETAIL 7/LS502

PRECAST CONCRETE PLANK PAVING SEE DETAIL 3/LS502 OR 4/LS502

PLANTING SOIL MIX

1 1

F F

1:250

PLANK PAVING DETAILS

2440

Date (yyyy-mm-dd) :

2023-10-25 QUEEN STREET - GRADING PLAN SOUTH-EAST

ELEVATED WALKWAY

610

2023-10-18

Date (yyyy-mm-dd) :

Approved :

+TC88.78 BC88.63

Checked :

+89.48

2440

L-101

+89.58

1:75

2023-10-11

N/A

Date (yyyy-mm-dd) :

PLANT Architect Inc. Nathan Phillips Square Preservation 1 E Suite 500, 317 Adelaide St. West Toronto, ON M5VLandscape 1P9 Tel: 416.979.2012 OVERALL LANDSCAPE PLAN nps@branchplant.com Page Size : Sheet : Rev : C Waterproofing Sub-Consultant: ANSI D Sheet : Scale : Pinnacle Group ALLTri-Tech SIZES, of : 1 : 500 SEE DETAIL 2/LS502 73FOR Industrial Parkway North, Unit 3 TYPICAL PAVING SECTION Aurora, Ontario L4G 4C4 Contact: Todd Palmer tpalmer@ttpg.ca3

150

UNDISTURBED GRADE

Printed By: Wu, Lowes

DRAINAGE LAYER

610 610

Maja Kacar

89.08+

+89.48

Date (yyyy-mm-dd) :

Shalini Ullal

1220 1220

D Title Block Revision Designed by Eric Leitner. ©2022 AECOM Canada All Rights Reserved. ANSIANSI D Title Block Revision 0.1. 0.1. Designed by Eric Leitner. ©2022 AECOM Canada Ltd. Ltd. All Rights Reserved.

2023-07-31

Design Sub-Consultant: Title :

MODULE 1

2022-12-09

Lowes Wu A Reviewed :

3660

4877

+TC88.75 BC88.60

+89.04 B

0.5%

9.5

QUEEN STREET SECTION BETWEEN GRIDLINES F & G QUEEN STREET SECTION & ELEVATION A-A

N/A

Shalini Ullal Drawn :

+89.48

IPMS 2 (m²) :

(yyyy-mm-dd) : MATCHDateLINE

Designed :

PLANTING SOIL MIX

Ran Ran

TD C

+TC88.63 BC88.48

+89.06

IPMS 1 (m²) :

Not Applicable

PAVER C

2022

BIM/VDC Manager :

Sustainability Target :

David Nowicki

4 +89.08

2.9%

+89.28

2440

Ali Pandidan

Project Administrator :

+89.28

60676438

1220

BIKE SHARE RENTAL STATIONS

LAW COURTS (OSCJ) 04

PAVER B

+89.04

+89.46

+89.58

SOIL CELLS CURB & GUTTER REFER TO CIVIL DRAWINGS

HYDRO VAULT

89.08+

+89.28

+89.46

0 +89.58

89.48+

Version :

+TC88.69 BC88.54

+89.04

SOUTHWEST TPA PARKING RAMP

PLANTER

EXISTING RABBIT STAIRCASE ENTRANCE

ARMOURY STREET

MOOSE ENTRANCE

+89.15

9.5

except as agreed by AECOM and its client, as required by law or Filename : for use by governmental reviewing agencies. AECOM accepts no 60676438-L101101 responsibility, and denies any liability whatsoever, to any party that Project AECOM's Number : express written consent. Project Manager : modifies this drawing without

+89.04

2.7%

1. DEPTH OF THE UNDERGROUND B GARAGE SHOWN ON THE SECTIONS IS EX. PLANTING BEDS TO REMAIN 1 2 INDICATIVE. B T 2. INFILL SHALL BE PLACED AS AECOM 2023-10-27Ltd.Issued for 65% Submission C Canada U REQUIRED BETWEEN THE DRAINAGE 105 Commerce Drive, 7th Floor B Valley 2023-07-31 Issued for 25% Re-Submission 2022-12-09 Issued for 25% Submission AOntario Markham, L3T 7W3 LAYER BELOW THE SOIL CELLS AND 2440 F V Mark for the Date This drawing has been prepared use of AECOM's clientDescription and GARAGE ROOF STRUCTURE. may not be used, reproduced or relied Revision upon by thirdHistory parties, V1

+89.15

+89.46

SHARED SINGLE LANE VEHICULAR ACCESS TO NATHAN PHILLIPS SQUARE AND LOW SOCIETY

TOP OF THE UNDERGROUND GARAGE

EXISTING FENCED IN STORAGE AREA

NORTHWEST TPA PARKING RAMP

CHESTNUT STREET

200mm HIGH PLANTER CURB EDGE PRECAST CONCRETE PLANK PAVING SEE DETAIL 3/LS502

TD +89.28

+TC88.69 BC88.54

+89.14

EMERGENCY RAMP

IRSS LEGACY GARDEN (Under Construction)

MAINTENANCE STAIR

INFILL

EXISTING GARBAGE COMPACTOR ENCLOSURE

+89.24

EXISTING PLAZA TO PRECAST CONCRETE W2 PLANK PAVING SEE DETAIL 7/LS502

PEACE GARDEN

PRECAST CONCRETE PLANK PAVING SEE DETAIL 1/LS502

+89.01

PLAYGROUND

G +TC88.75 BC88.60

2.3%

SCULPTURE COURT

4420 3351 4575

SUNDIAL

Printed By: Wu, Lowes

BEAR ENTRANCE

+89.24

+89.26

Owner's Contract Number :

1220 1220

+89.01

89.30+

+89.58

+TC88.81 BC88.67

RABBIT STAIRS

Nathan Phillips Square 100 Queen Street West Toronto, ON M5H 2N2

EX. ELEVATED WALKWAY CONNECTION TO SHERATON HOTEL

+TC88.75 BC88.60

+89.11

+89.24

416.392.CITY (2489) TTY: 416.338.0TTY (0889)

LOCATION FOR SPEAKER'S CORNER

NOTES:

+89.39

+89.75

C TEL:

8534

+TC88.67 BC88.52

2.3%

+89.39

City of Toronto 2 Corporate Real Estate 9.5 +8 +89.75 Management (CREM) Project Management Office 55 John Street +89.58 Toronto, ON M5V 3C6

C:\Users\lowes.wu\DC\ACCDocs\AECOM\60676438-Nathan Phillips Square\Project Files\L - Landscape\Sheets\60676438-LG101

6248 2286

8534

+89.02

+89.44

Owner's Project Number :

8534

SKATE RENTALS

+89.26

+89.44

EXISTING PATH ENTRANCE Q

THEATRE

+89.58

B +TC88.73 BC88.58

+89.03

2.3%

CONCESSION

THE ARCHER

1220

HAGERMAN STREET ENTRANCE

UNIVERSITY OF TORONTO RESIDENCE

610

8534

+ 89.35

9.5

610

+89.43 .50

+89.58

8534

+88.97

9 Security Through Safe Design Inc +8 2650 Queensview Drive, Suite 209 Ottawa, Ontario K2B 8H6 2+ Contact: 8Stuart Benson 9.7 stuart.benson@stsdinc.com

Tri-Tech Pinnacle Group 73 Industrial Parkway North, Unit 3 Aurora, Ontario L4G 4C4 Contact: Todd Palmer tpalmer@ttpg.ca

QUEEN ST. LAY-BY N

35 5485

8534

DEER ENTRANCE

PLAZA

TPA PARKING RAMP

ICE RINK & REFLECTING POOL

8534

ELEVATED WALKWAY ABOVE

34 8534

Waterproofing Sub-Consultant:

Print Date: 2023-10-27 1:23:26 PM

TROUT ENTRANCE

ELIZABETH STREET

LOCATION OF INFORMATION BOOTH.

610

NORTHEAST RAMP TO LOADING WITH NEW GUARD RAILS

8537

T S

C:\Users\lowes.wu\DC\ACCDocs\AECOM\60676438-Nathan Phillips Square\Project Files\L - Landscape\Sheets\60676438-L101

8534

QUEEN STREET

33 8534

PLANT Architect Inc. Suite 500, 317 Adelaide St. West Toronto, ON M5V 1P9 Tel: 416.979.2012 nps@branchplant.com

8534

32 8534

Security Sub-Consultant:

8534

6m WIDE CEREMONIAL/ EMERGENCY ACCESS

8534

LIGHT BOLLARDS (TYP) REFER TO ELECTRICAL DRAWINGS

8534

CEREMONIAL RAMP ABOVE

31 8534

RABBIT STAIR / ELEVATORS

Print Date: 2023-10-30 12:34:15 AM

GEESE ENTRANCE

Design Sub-Consultant:

WATERPROOFING OF SUSPENDED SLAB. REPLACE DAMAGED PAVERS

HAGERMAN STREET

Printed By: Wu, Lowes

B C

8534

4572

8534

6248

8534

2286

8534

8537

8534

1220

8534

1220

8534

1220

8534

1220

8534

1220

8534

1220 1220

6096 3658

ALIGN

BAY STREET 02

LOCATION FOR HOTDOG VENDORS (3)

FOOD TRUCK LAY-BY (4 TRUCKS)

1220

SECONDARY ACCESS TO PLAZA FOR EVENTS

GRADING PLAN QUEEN STREET

105 Commerce Valley Drive, 7th Floor Markham, Ontario L3T 7W3

This drawing has been prepared for the use of AECOM's client and may not be used, reproduced or relied upon by third parties, except as agreed by AECOM and 1 its client, as required by law or for use by governmental reviewing agencies. AECOM accepts no responsibility, and denies any liability whatsoever, to any party that modifies this drawing without AECOM's express written consent.

8534

DAY-CARE LAY-BY (4 SPOTS)

4295

AECOM Canada Ltd.

OVERALL LANDSCAPE PLAN 01

1220 1220

ALBERT STREET

WORKING DRAWINGS

02 ONTARIO LINE SOUTH

OSGOODE STATION

Toronto, Ontario | AECOM | 2021 - Ongoing

INTRODUCTION

QUEEN STREET W

QUEEN STATION

SOUTHWEST ENTRANCE

QUEEN STATION

UNIVERSITY AVE

SEE ENLARGEMENT

QUEEN STREET W SIMCOE STREET

YONGE STREET

The Ontario Line, a forthcoming subway in Toronto, spans 15.6 kilometers from Exhibition/Ontario Place to the Ontario Science Centre, connecting communities across the city. AECOM, shortlisted for the design of the South section, particularly Queen and Osgoode stations, played a key role. Collaborating with teams in AECOM, I contributed to the landscape drawing package during the bid and detail design phases. This involved creating plans, details, and renderings, as well as coordinating with civil engineers and architects to ensure accurate elevation data for soil planning.

NORTHEAST ENTRANCE

QUEEN STREET W

NORTHEAST ENTRANCE

SIZE: A

REFER TO DETAIL No. 4, 5 & 6 / 1414_SOC-SOCSC-DOS-DDE-LND0-34002 FOR JOINT TYPES

60mm KING 2-1-9 DRY PACK SETTING BED (AFTER STONE COMPRESSION)

CCW MiraDRAIN 9900 DRAINAGE SHEET

REFER TO DETAIL No. 9, 10 &11, / OLS_xx040_L5000

200mm PAVING CONCRETE BASEDETAILS GRANITE

GAS

15M RB @ 300 E.W. (EPOXY COATED)

WWF - 152x152x18.7x18.7 (GALVANIZED)

MATCHLINE - FOR CONTINUATION SEE THIS DWG.

150mm GRANULAR 'A' COMPACTED

REFER TO DETAIL No. 4, 5 & 6 / 1414_SOC-SOCSC-DOS-DDE-LND0-34002 FOR JOINT TYPES 75mm GRANITE PAVER

GAS

60mm KING 2-1-9 DRY PACK SETTING BED (AFTER STONE COMPRESSION)

CCW MiraDRAIN 9900 DRAINAGE SHEET

// GAS GAS

WWF - 152x152x18.7x18.7 (GALVANIZED)

// // // //

// //

GAS

GAS GAS

// //

GAS

34002

1. APPLY BASE THIN SET MORTAR ON SCALE 1:20 THE BOTTOM FACE OF EACH STONE

DETAIL

PAVER BAND WITH RAISED PLANTERS DOW 756 SMS, 6mm TOOLED SEALANT JOINT, 1.5mm MAX. TOOLED DEPTH

GRANITE PAVING ON A CONCRETE BASE SCALE 1:20 DOW 756 SMS, 6mm TOOLED SEALANT JOINT, 1.5mm MAX. TOOLED DEPTH

34002

GAS

SCALE 1:20

GAS

COMPACTED SUBGRADE GRANITE PAVING ON A REINFORCED HEAVY NOTE: DUTY CONCRETE BASE

34002

GAS

DETAIL

GRANITE PAVING ON A CONCRETE BASE

SEE ENLARGEMENT

NOTE: 1. APPLY BASE THIN SET MORTAR ON THE BOTTOM FACE OF EACH STONE

DETAIL

////

GAS

34002

// //

GAS

// //

GAS

// // MATCHLINE - FOR CONTINUATION SEE THIS DWG.

COMPACTED SUBGRADE

NOTE: 1. APPLY BASE THIN SET MORTAR ON THE BOTTOM FACE OF EACH STONE

PAVER BAND WITH RAISED PLANTERS

150mm GRANULAR 'A' COMPACTED

COMPACTED SUBGRADE

GAS

150mm CONCRETE BASE

SIZE: ANSI D

GAS

DETAIL

REFER TO DETAIL No.

GAS

60mm KING 2-1-9 DRY PACK SETTING BED (AFTER STONE COMPRESSION)

GAS

100mm GRANITE PAVER

150mm CONCRETE BASE

MATCHLINE - FOR CONTINUATION SEE THIS DWG.

GAS

NORTH ENTRANCE LANDSCAPE PAN //

SIZE: ANSI D

WORKING DRAWINGS - OSGOODE STATION

REFER TO DETAIL NO. 4, 5 & 6 / 1414_SOC-SOCSC-DOS-DDE-LND0-34002 FOR JOINT TYPES

75mm GRANITE PAVER

+/- 1.27m

25 October 2023

GAS

// GAS

GAS

REVISIONS

SCALE 1:20

0.8m DESIGNED BY:

CHECKED BY:

APPROVED BY:

34002

SCALE 1:20

DETAIL

TYPICAL EXPANSION JOINT IN GRANITE PAVERS

34002

TYPICAL FALSE JOINT IN GRANITE PAVERS

SCALE 1:20

34002

DD DRAWING METROLINX PROJECT NO.

261620

LANDSCAPE LAYOUT PLAN NORTH ENTRANCE AND STREETSCAPE

DRAWN BY:

DWG. NO.

REFERENCE DRAWINGS CHECKED BY:

STAMPS

REV.

1414_SOC-SOC-SC-DOS-DPL-LND0-31004

SHEET

REVISIONS

APPROVED BY:

AS SHOWN

DRAWN BY:

CHECKED BY:

APPROVED BY:

STAMPS

AS SHOWN

DWG NO.

DD DRAWING

GAS

1:200

FILE: 1414_SOC-SOC-SC-DOS-DDE-LND0-34002.DWG PLOT DATE: PLOTTED BY: PVM

GAS

// GAS

GAS

25 October 2023

APPROVED BY:

STAMPS

DETAIL

TYPICAL JOINTS IN GRANITE PAVERS

261620

STAMPS

LANDSCAPE LAYOUT PLAN NORTH ENTRANCE AND STREETSCAPE DWG. NO.

1414_SOC-SOC-SC-DOS-DPL-LND0-31004

REV.

SHEET

OLS Title Block Template DWT: v1.4

GAS

GAS GAS

25 October 2023

FILE: 1414_SOC-SOC-SC-DOS-DDE-LND0-34002.DWG PLOT DATE: PLOTTED BY: PVM

// CHECKED BY:

DETAIL

34002

METROLINX PROJECT NO.

DRAWN BY:

REFERENCE DRAWINGS

DWG NO.

DRAWN BY:

// //

GAS

4.5m

1:200

GAS

PLOT DATE:

34002

SCALE 1:20 GAS

9.37 mm DIA. OPEN CELL BACKER ROD

5 JOINTS IN THE PAVER ALLOW FOR EXPANSION LAYOUT AT MAX. 3.0m O/C TYPICAL FALSE JOINT IN GRANITE PAVERS

TREMCO ILLMOD 600 JOINT FILLER

DETAIL

9.37 mm DIA. OPEN CELL BACKER ROD

OLS Title Block Template DWT: v1.4

GAS

GAS GAS

GAS

33001

GAS

6mm SAWCUT GROOVE DRYPACK

DRYPACK

GAS

REVISIONS

GAS

// 1

1:50

SECTION/ELEVATION B-B

31004

OSGOODE STATION

ALLOW FOR EXPANSION JOINTS IN THE PAVER LAYOUT AT MAX. 3.0m O/C //

DOW 756 SMS, 6mm TOOLED SEALANT JOINT 1.5mm MAX. TOOLED DEPTH

REVISIONS

QUEEN ST W

0.44m

SCALE 1:20

DWG NO.

9.37 mm DIA. OPEN CELL BACKER ROD

TYPICAL EXPANSION JOINT IN GRANITE PAVERS //

GAS

DETAIL //

FILE: 1414_SOC-SOC-SC-DOS-DPL-LND0-31004.DWG PLOT DATE: PLOTTED BY: PVM

// REFERENCE DRAWINGS

QUEEN ST W

OS-DSE-LND0-33001.DWG

DOW9.37mm 756 SMS,DIA. OPEN CELL BACKER ROD 6mm TOOLED SEALANT JOINT, DRY PACK FILLDEPTH 1.5mm MAX. TOOLED

DRYPACK

SEE ENLARGEMENT

9.37 mm DIA. OPEN CELL BACKER ROD

UNIVERSITY AVE SECTION & ELEVATION A-A LAYOUT PLAN

6mm SAWCUT GROOVE DRYPACK

TREMCO ILLMOD 600 JOINT FILLER

OSGOODE STATION OSGOODE STATION

DOW 756 SMS, 6mm TOOLED SEALANT JOINT 1.5mm MAX. TOOLED DEPTH

DRYPACK

SECTION/ELEVATION A-A

1:50

2 33001

DD DRAWING

JAMES ST

YONGE ST

JAMES ST

TREE REMOVALS AND PROTECTION PLAN

QUEEN ST E

REFERENCE DRAWINGS

REVISIONS

DRAWN BY:

CHECKED BY:

APPROVED BY:

1:300

JAMES ST

DD DRAWING METROLINX PROJECT NO.

261620

STAMPS

LANDSCAPE TREE REMOVALS AND PROTECTION PLAN DWG. NO.

10 12m

REV.

SHEET

1414_SOC-SOC-SC-EQS-DPL-LND0-31001

JAMES ST

DWG NO.

QUEEN ST E YONGE ST

VICTORIA ST

QUEEN ST W

32.0m

APPROVED BY:

32.0m

1.19m 3.0m

3.5m

8.5m

31007

1:300 0

REVISIONS

DRAWN BY:

QUEEN ST W 4

STAMPS

8.5m

LANDSCAPE TREE REMOVALS AND PROTECTION PLAN

DD DRAWING

10 12m

261620

VICTORIA ST

YONGE ST ST VICTORIA

3.25m

0.15m

METROLINX PROJECT NO.

STAMPS

QUEEN ST E

METROLINX PROJECT NO. 261620 74.0m

DWG. NO.

1414_SOC-SOC-SC-EQS-DPL-LND0-31001

REV.

SHEET

OLS Title Block Template DWT: v1.4

CHECKED BY:

YONGE ST

YONGE ST DESIGNED BY:

DD DRAWING

te DWT: v1.4

REFERENCE DRAWINGS

DRAWN BY:

1.19m 3.0m

SOIL PLAN

8.5m

REVISIONS

QUEEN ST E 74.0m

3.5m

32.0m

REFERENCE DRAWINGS 32.0m

QUEEN STATION

QUEEN ST W

31001

3.5m

26 October 2023

1.19m 3.0m

3.5m

8.5m

PLOT DATE:

EE REMOVALS AND PROTECTION PLAN

C-SC-EQS-DPL-LND0-31007.DWG

VICTORIA ST

31001

OLS Title Block Template DWT: v1.4

TREE REMOVALS AND PROTECTION PLAN

YONGE ST

SIZE: ANSI D

QUEENPLAN STATION SOIL

JAMES ST

FILE: 1414_SOC-SOC-SC-EQS-DPL-LND0-31001.DWG PLOT DATE: PLOTTED BY: PVM SIZE: ANSI D

27 October 2023

QUEEN ST W

UEEN STATION

NO.

VICTORIA ST

WORKING DRAWINGS - QUEEN STATION

MIXED USE USE MIXED

TYPE C

MIXED USE

TYPE A MIXED USE USE USE MIXED TYPE A TYPEMIXED F-2 MIXED USE

LITTLE JOHN LANE

TYPE E-1b

MIXED USE

TYPE A MIXED USE TS MIXED USE USE A MIXED TYPE MIXED USE

FROM STA. 70+700 (WEST OF SHEPPARD AVENUE) TO STA. 80+300 (EAST OF EDENHURST DRIVE)

2 LA-101

STREETSCAPE STREETSCAPE

STREETSCAPE STREETSCAPE RIGHT OF WAY (R.O.W.)

TS TYPE A TYPE TS TYPE TYPE A A A

TS OFFICE

HIGH DENSITY

MIXED USE USE MIXED

STREETSCAPE TYPOLOGY:

TS TYPE E-1b TYPE E-1b

TYPE C

TS TS

TYPE A TYPE C TYPE C A TYPE BRT STATION

TYPE D

BRT STATION

TS USE MIXED

MIXED USE

TYPE C TYPE C

TYPE F-2

MIXED USE

BRT STATION

MIXED USE

TS TS TS TS TS TS

BRT STATION

TS TS TS TS TS TS

BRT STATION

MIXED BRT STATION

TYPE A TS RESIDENTIAL TS HIGH DENSITY TS TS

MIXEDDUNDAS USE STREET WEST

OFFICE

()*+,-.ÿ01213ÿ455+6,7ÿ8*9ÿ:*;*ÿ01213 <22ÿ)ÿ MIXED USE

TS TS

TYPE C TYPE A

MIXED USE

BRT STATION BRT STAT

TS TS

TS TS TS RESIDENTIAL TS

MIXED USE RESIDENTIAL RESIDENTIAL HIGHHIGH DENSITY DENSITY MIXED USE

HIGH DENSITY RESIDENTIAL HIGH DENSITY

OFFICE OFFICE

2 LA-101

BRT STATION

CAMILLA ROAD

TYPE A TYPE F-2 TYPE A ATYPE A TYPETYPE F-2 RESIDENTIAL

MIXED USE

RESIDENTIAL BRT OFFICE STATION BRT STATION DUNDAS STREET WEST HIGH DENSITY

FROM STA. 70+700 (WEST OF SHEPPARD AVENUE) TO STA. 80+300 (EAST OF EDENHURST DRIVE)

A A TYPE F-2F-2 TYPE TYPE TYPE

MIXED USE

TYPE D TYPE D

STREET WEST MIXED DUNDAS USE

TYPE C

RESIDENTIAL MEDIUM DE MIXED USE USE MIXED MIXED USE MEDIUM DE RESIDENTIAL

RESIDENTIAL MEDIUM DENSITY RESIDENTIAL MEDIUM DENSITY

LA-101

TYPE A TYPE A

TYPE E-1b

TYPE D

1 LA-101

MIXED USE

DUNDAS STREET WEST DUNDAS STREET WEST MIXED USE

TYPE C

DUNDAS STRE MIXEDET USE W

TYPE A A TYPE

DUNDAS STREET WEST MIXED USE UTILITY MIXED USE USE MIXED MIXED USE UTILITY

BRT STATION

STREETSCAPE

711 1 1 4 2 2 445 33 5 2 4 54254 1! "#4 0#0 4$ % &" '

MIXED USE

TYPE A A A TYPETYPE ATYPE

DUNDAS STREET WEST DUNDAS STREET WESTD RESIDENTIAL MEDIUM

Y4 27

MIXED USE MIXED USE USE MIXED MIXED USE

MIXED USE

TYPE A

STREETSCAPE DUNDAS STREET WEST

LEGEND:

BRT STATION

CAMILLA ROADCAMILLA ROAD KIRWIN AVENUE KIRWIN AVENUE HW HURONTARIO STREET CAMILLA ROAD KIRWIN AVENUE

TYPE A

TYPE F-2

BRT STATION

TYPE A C C TYPE TYPE A TYPE

GENERAL NOTES: MIXED USE OFFICE 2 STREETSCAPE TYPOLOGY:

EDENHURST DRIVE

MIXED USE

LITTLE JOHN LANE

JAGUAR VALLEY DRIVE

TYPE A

SHEPPARD AVENUE SHEPPARD AVENUE

MIXED USE

CONFEDERATI CONFEDERA C

CONFEDERAT

RUGBY RUGBY ROAD ROAD RU CONFEDERAT

MIXED USE

LITTLE LITTLE JOHN JOHN LANE LANE LITTLE JOHN LANE

1 LA-101

TYPE D

MIXED USE

UTILITY

RESIDENTIAL MEDIUM DENSITY

UTILITY UTILITY

STREETSCAPE PLAN

PEDESTRIAN PATH

MIXED USE

TYPE D

TYPE D TS TYPEMIXED F-1a TYPE F-2 USE

PEDESTRIAN PEDESTRIAN JAGUAR JAGUAR PATH PATH VALLEY VALLEY DRIVE DRIVE VALLEY DRIVE PEDESTRIAN PATH JAGUAR

TYPE F-2

MIXED USE USE MIXED

MIXED USE

LITTLE JOHN LANE

TYPE F-1a

MIXED USE

UTILITY

TYPE C TYPE A A C TYPE TYPE

TYPE C C TYPE

MATCH LINE STA. 70+700 MATCH LINE STA. 70+700

SHEPPARD AVENUE

MATCH LINE STA. 70+700

MIXED USE

KIRWIN AVENUE

MIXED USE

UTILITY

PEDESTRIAN PATH

MIXED USE

FROM STA. 70+000 (WEST OF RUGBY ROAD) TO STA. 70+700 (EAST OF HURONTARIO STREET)

MIXED USE

TS TS TS TS

LA-101 LA-101 FROM STA.STA. 70+000 (WEST OF RUGBY ROAD) TO STA. 70+700 (EAST OF HURONTARIO STREET) FROM 70+000 (WEST OF RUGBY ROAD) TO STA. 70+700 (EAST OF HURONTARIO STREET) TS FROM STA. 70+000 (WEST OF RUGBY ROAD) TO STA. 70+700 (EAST OF HURONTARIO STREET) TS

PEDESTRIAN JAGUAR VALLEY DRIVE PATH SHEPPARD SHEPPARD AVENUE AVENUE SHEPPARD AVENUE

MATCH LINE STA. 70+700

In my role for the Dundas Bus Rapid Transit TYPE B (BRT) project, I took on TYPE theAtask of preparing landscape plans forSTREETSCAPE the section between Confederation Parkway and Neilson Drive. My TYPE C TYPE A focus was on identifying different streetscape typologies in this area. To make the information more accessible, I worked on creating streetscape enlargements and section elevations, aiming to provide a clear understanding of the diverse zones within each streetscape typology. My goal was to contribute to the improvement of the Dundas BRT system by emphasizing the importance TYPE A TYPE A TYPE F-2 of an integrated and visually appealing public STREETSCAPE transportation network.

TYPE A TYPE B TYPE F-1a TYPE F-2 TYPE B BTYPE A TYPE F-1a F-2F-2 TYPE TYPE F-1a D DF-2 TYPE TYPE TYPE B TYPE TYPE F-1a TYPE TYPE TYPE C BRT STATION TYPE A TYPE A TYPE A STREETSCAPE 1 DUNDAS STREET WEST BRT STATION TS TYPE C TYPE A TYPE A TYPE A 1 1 LA-101 FROM STA. 70+000 (WEST OF RUGBY ROAD) TO STA. 70+700 (EAST OF HURONTARIO STREET) STREETSCAPE 1

SHEPPARD AVENUE

RESIDENTIAL HIGH DENSITY

MIXED USE

1 LA-101

MIXED USE BRT STATION BRT STATION

FROM STA. 70+000 (WEST OF RUGBY ROAD) TO STA. 70+700 (EAST OF HURONTARIO STREET)

MATCH MATCH LINE LINE MATCH LINE STA. STA. 70+700 70+700 STA. 70+700

RUGBY ROAD

STREETSCAPE STREETSCAPE

PEDESTRIAN PATH JAGUAR VALLEY DRIVE JAGUAR VALLEY DRIVE

TYPE C

CONFEDERATION PARKWAY

BRT STATION

MOTOR VEHICLE COMMERCIAL

KEY PLAN

FROM STA. 70+000 (WEST OF RUGBY ROAD) TO STA. 70+700 (EAST OF HURONTARIO STREET)

Mississauga, Ontario | AECOM | 2022 - Ongoing TYPE A A TYPE

INTRODUCTION

TYPE F-1b

MIXED USERESIDENTIAL MIXED USE MIXED USE HIGH DENSITY

MIXED USE

STREETSCAPE

TS TS

COOK STREET

MIXED USE USE MIXED

OFFICE

TS TS

TYPE E-1a

TYPE F-1a TYPE F-2TS TS RESIDENTIAL TYPE B HIGH DENSITY

TYPE AMIXED USE

MOTOR COMMERCIAL RESIDENTIAL RESIDENTIAL VEHICLE HIGHHIGH DENSITY DENSITY COMMERCIAL

STREETSCAPE

RESIDENTIAL HIGH DENSITY

TYPE D

LITTLE JOHN LANE

DUNDAS BRT

MOTOR TYPE B VEHICLE

RUGBY ROAD

TYPE A

MOTOR MOTOR VEHICLE VEHICLE COMMERCIAL COMMERCIAL

MATCH LINE STA. 70+000

TYPE C

TYPE B

RESIDENTIAL HIGH DENSITY

MIXED USE

RUGBY ROAD

MAT STA

M ST M ST

TYPE A

COMMERCIAL

OFFICE MIXED M OFFICE

TYPE C 010

TYPE C TYPE C

STREETSCAPE NOTES: GENERAL NOTES:

MIXED USE LEGEND: 2 2 LA-101 PROPOSED BRT LANE FOR CITY OF MISSISSAUGA FROM STA. 70+700 (WEST OF SHEPPARD AVENUE) TO STA. 80+300 (EAST OF EDENHURST DRIVE) 2 STANDARD DETAILS TREES TO BE PLANTED 8 m O.C. LA-101 LA-101 FROM STA.STA. 70+700 (WEST OF SHEPPARD AVENUE) TO STA. 80+300 (EAST OF EDENHURST DRIVE) FROM 70+700 (WEST OF SHEPPARD AVENUE) TO STA. 80+300 (EAST OF EDENHURST DRIVE) TYPE - REFER TOLANE LA-201 REFER TO DWG. LA-301 LA-101 PROPOSED BRT FOR CITY OFR.O.W. MISSISSAUGA STANDARD DETAP WAY (R.O.W.) FROM STA. RIGHT 70+700OF (WEST OF SHEPPARD AVENUE) TOA STA. 80+300 (EAST OF EDENHURST DRIVE) ALONG THE ADJACENT LIMIT OF GRADING FOR STREETSCAPE TYPES, ENLARGEMENT AND REFER TO PROPOSED BRT STATION TYPE A - REFER TO LA-201 LA-301OUTSIDE THE R.O.W. T TYPE B - REFER TO LA-202 - DWG. PLANTING SECTIONS, REFER TO DWGS. LA-201 TO LA-209 LIMIT OF GRADING PROPOSED TRAFFIC FOR STREETSCAPE TYPES, ENLARGEMENT A PROPOSED BRT STATION TYPE A TYPE A PROPERTY OWNERS TYPE C TYPE C TYPE B REFER TO LA-202 TYPE C REFER TO LA-203 TS/SL SIGNAL W/STREET LIGHT SECTIONS, REFER TO DWGS. TO LA-2 PROPOSED MULTI-USE PATH - NOTES: FURNITURE ZONELA-201 ADJACENT TO PROPOSED TRAFFIC GENERAL STREETSCAPE TYPE C - TYPOLOGY: REFER TO LA-203 TYPE D - REFER TO LA-204 TS/SL LEGEND: SL GENERAL NOTES: AREAS TO BE SODDED WHEN W N NOTES: TYPOLOGY: GENERAL NOTES: STREETSCAPE TYPOLOGY: PROPOSED STREET LIGHT SIGNAL W/STREET LIGHT STREETSCAPE PROPOSED MULTI-USE PATH NOTES: STREETSCAPE LEGEND: LEGEND: 2 MEDIANS: GENERAL-STREETSCAPE NOTES: STREETSCAPE TYPE D - TYPOLOGY: REFER TO LA-204 PROPOSED CYCLE TRACK TYPE E REFER TO LA-205 LEGEND: FURNITURE ZONE ADJACENT TO SL PROPOSED STREET LIGHT LA-101 PROPOSED BRT LANE -MEDIANS: FOR CITY OF MISSISSAUGA STANDARD DETA RIGHT OF WAY (R.O.W.) FROM STA. 70+700 (WEST OF SHEPPARD AVENUE) TO STA. 80+300 (EAST OF EDENHURST DRIVE) PERMEABLE PAVING W/ TREES P PROPOSED BRTBRT LANE - -FORFOR CITY OFAEMISSISSAUGA STANDARD DETAILS PROPOSED CYCLE TRACK PROPOSED LANE PROPOSED TREE CITY OF MISSISSAUGA STANDARD DETAILS RIGHT OF WAY (R.O.W.) TYPE REFER TO LA-201 LA-205 RIGHT OF WAY (R.O.W.) TYPE F - REFER TOLANE LA-206 TYPE -- REFER TO REFER TO DWG. LA-301 - OF TO BE 8 mDETA - TREES TREES TOPLANTED BE PLANTED 8O.C. mO PROPOSED BRT FOR CITY MISSISSAUGA STANDARD RIGHT OF WAY (R.O.W.) LOW VEGETATION (SHRUBS AND ORNAMENTAL PROPOSED SIDEWALK MISSISSAUGA STANDARD DETAI TYPE A REFER TO LA-201 TYPE A REFER TO LA-201 REFER TO DWG. LA-301 REFER TO DWG. LA-301 LIMIT OF GRADING PROPOSED TREE FOR STREETSCAPE TYPES, ENLARGEMENT AP R.O.W. ALONG THETHE ADJACENT PROPOSED BRT R.O.W. ALONG ADJACEN TYPE LA-206 AFBE LA-201 TYPE G - REFER TOSTATION LA-207 REFER TO LA-301 TYPE - REFER TO LA-202 TOB PLANTED AT MEDIANS WIDER FURNITURE - DWG. PROPOSED SIDEWALK TO BE 1.5 LIMIT OF GRADING - AND LOW VEGETATION (SHRUBS AND ORNAMENTA LIMIT OFZONE GRADING - -GRASSES) FORFOR STREETSCAPE TYPES, ENLARGEMENT AND STREETSCAPE TYPES, ENLARGEMENT PROPOSED SIDEWALK PROPOSED BRT STATION PROPOSED STATION TYPE B - REFER TOSTATION LA-202 TYPE B - REFER TO LA-202 SECTIONS, TO DWGS. LA-201 TO LA-20 - REFER OUTSIDE THETHE R.O.W. -PLANTING PLANTING OUTSIDE R.OAT LIMIT OFBRT GRADING FOR STREETSCAPE TYPES, ENLARGEMENT PROPOSED TRAFFIC PROPOSED BRT THAN 1.5 m REFER PERMEABLE PAVING/SOD TYPE REFER TODWGS. LA-207 BG--REFER REFER TO LA-202 TYPE H - REFER TO LA-208 - TOPROPOSED CYCLE TRACK TO BE TYPE C LA-203 GRASSES) BE PLANTED AT MEDIANS WIDE SECTIONS, TO DWGS. LA-201 TO LA-209 FURNITURE ZONE SECTIONS, TO LA-201 TO LA-209 TS/SL NOTES: PROPOSED TRAFFIC PROPOSED TRAFFIC GENERAL STREETSCAPE TYPOLOGY: PROPERTY OWNERS PROPERTY OWNERS STREETSCAPE NOTES: TYPE C - REFER TO LA-203 SECTIONS, REFER TO DWGS. LA-201 TO LA-20 SIGNAL W/STREET LIGHT LEGEND: TYPE C - REFER TO LA-203 PROPOSED MULTI-USE PATH MEDIANS 1.4 m WIDTH OR LESS TO BE PAVED W/ TS/SLTS/SL PROPOSED TRAFFIC LOCATION OF HYDR OPOLES WIL THAN 1.5 m PERMEABLE PAVING/SOD C LA-203 TYPE D H -- REFER REFER TO TO LA-204 LA-208 TYPE I - REFER TO LA-209 TYPE SIGNAL LIGHT SIGNAL W/STREET LIGHT PROPOSED MULTI-USE PATH PROPOSED MULTI-USE PATH TS/SL - -FURNITURE ZONE ADJACENT TO MEDIAN -W/STREET LOW PLANTING FURNITURE ZONE ADJACENT UNIT PAVING SL PROPOSED STREET LIGHT SIGNAL W/STREET LIGHT TYPE D - REFER TO LA-204 PROPOSED MULTI-USE PATH COORDINATED WITH LIGHT TYPE D - REFER TO LA-204 -MEDIANS: MEDIANS 1.4 AND m WIDTH OR LESS TO BE PAVED PROPOSED BRT LANE FOR CITY OF MISSISSAUGA STANDARD DETAILS RIGHT OF WAY (R.O.W.) SL SL PROPOSED AREAS TO BE WHEN W - PROPOSED TREES TO BE PLANTED 8 m O.C. IN FURNITURE ZONETYPE WIDERE 2 m AND AREAS TOSODDED BE SODDED WHE TYPE I THAN REFER TOINLA-205 LA-209 TYPE D LA-204 STREET LIGHT PROPOSED STREET LIGHT CYCLE TRACK -- REFER TO - LOW PLANTING TYPE A - REFER TO LA-201 REFER TOMEDIAN DWG. LA-301 MEDIANS: SL PROPOSED UNIT PAVING PROPOSED STREET LIGHT PROPOSED CYCLE TRACK R.O.W. THE ADJACENT WHERE SPACE IS AVAILABLE CYCLE TRACK TYPE E - REFER TO LA-205 TYPE E ALONG - REFER TO LA-205 PROPERTIESMEDIANS: FURNITURE ZONE ADJACENT TO FURNITURE ZONE ADJACENT MEDIANS: LIMIT OF GRADING FOR STREETSCAPE TYPES, ENLARGEMENT AND CYCLE TRACK PROPOSED BRT STATION PROPOSED TREE EADJACENT LA-205 TYPE B - REFER TO LA-202 TYPE - REFER TO LA-206 - PROPOSED PLANTING OUTSIDE THE R.O.W. TO BE COORDINATED WITHF PERMEABLE PAVING W/ TREES P PERMEABLE PAVING W/ TREE LOW VEGETATION (SHRUBS AND ORNAMENTA PROPOSED TREE PROPOSED TREE SECTIONS, REFER TO DWGS. LA-201 TO LA-209 PROPOSED SIDEWALK TYPE F - REFER TO LA-206 TYPE F - REFER TO LA-206 PROPOSED TRAFFIC PROPERTY OWNERS TYPE C REFER TO LA-203 PROPOSED TREE LOW VEGETATION (SHRUBS AND ORNAMENTAL LOW VEGETATION (SHRUBS AND ORNAMENTAL F -- REFER TO TS/SL PROPOSED SIDEWALK PROPOSED SIDEWALK TYPE G REFER TO LA-206 LA-207 STANDARD DETAI STANDARD DE GRASSES) TOMISSISSAUGA BEMISSISSAUGA PLANTED MEDIANS WIDE FURNITURE ZONE SIGNAL W/STREET LIGHT PROPOSED MULTI-USE PATH LOW VEGETATION (SHRUBSAT AND ORNAMENTA - PROPOSED FURNITURE ZONE TO RESIDENTIAL DEVELOPMENT AND PARKING SIDEWALK TYPE G- G REFER TO ADJACENT LA-207 TYPE - REFER TO LA-207 TYPE D -ZONE REFER TO LA-204 GRASSES) TO BE PLANTED AT MEDIANS WIDER GRASSES) TO BE PLANTED AT MEDIANS WIDER FURNITURE FURNITURE ZONE PROPOSED SIDEWALK TO BE 1.5 PROPOSED SIDEWALK TO BE THAN 1.5 m PERMEABLE PAVING/SOD SL AREAS TO BE SODDED WHEN WIDTH IS 1 m, AND PAVED WHEN < 1m G - WIDTH LA-207 PROPOSED STREET LIGHT TYPE H REFERISTO LA-208 GRASSES) TO BE PLANTED AT MEDIANS WIDE MEDIANS: FURNITURE ZONE THAN 1.5TO m THAN 1.5 PERMEABLE PERMEABLE PAVING/SOD PROPOSED CYCLE TRACK TYPE E - PAVING/SOD REFER TO LA-205 TYPE H - REFER TO ADJACENT LA-208 PROPOSED TRACK TO BE H - REFER TO LA-208TO COMMERCIAL PROPOSED CYCLE TRACK TO - TYPE FURNITURE ZONE PLAZA BEmPAVED W/ MEDIANS 1.4-m WIDTH ORCYCLE LESS TO BE PAVED THAN 1.5- m PERMEABLE PAVING/SOD REFER TOLESS LA-208 TYPE IH --PER REFER TO LA-209 - IN-MEDIANS 1.4AS m WIDTH TO BE W/ UNIT 1.4 m WIDTH OR LESS TOPAVED BE PAVED W/ PAVING MEDIAN - LOW PLANTING PERMEABLE PAVING W/ TREES PLANTED TREEMEDIANS GRATES CITYOR OF PROPOSED TREE - 1.4-m LOCATION OFLESS HYDR WIL LOCATION OF HYDR TYPE F - REFER TO LA-206 TYPE I - REFER TO LA-209 TYPE I - REFER TO LA-209 MEDIANS WIDTH OR TOOPOLES BEOPOLES PAVED MEDIAN - LOW PLANTING LOW VEGETATION (SHRUBS AND ORNAMENTAL MEDIAN - LOW PLANTING PROPOSED SIDEWALK MISSISSAUGA STANDARD DETAIL UNIT PAVING UNIT PAVING TYPE I REFER TO LA-209 COORDINATED WITH LIGHT COORDINATED WITH LIG - LOW AT PLANTING TYPE G - REFER TO LA-207 UNIT PAVING ANDAND GRASSES)MEDIAN TO BE PLANTED MEDIANS WIDER

STREETSCAPE ENLARGEMENTS TYPE A SECTION CONDITION 1

TYPE C

FURNITURE ZONE PERMEABLE PAVING/SOD

TYPE H - REFER TO LA-208

MEDIAN - LOW PLANTING

TYPE I - REFER TO LA-209

CONDITION 2

1 LA-201

CONDITION 1

THAN 1.5 m MEDIANS 1.4 m WIDTH OR LESS TO BE PAVED W/ UNIT PAVING

SECTION

1 LA-201

SECTION

CONDITION 2

PEDESTRIAN SCALE LIGHT POLES LOCATED MID WAY BETWEEN HYDRO POLES

PEDESTRIAN SCALE LIGHT POLES LOCATED MID WAY BETWEEN STREETLIGHT STANDARDS

PEDESTRIAN SCALE LIGHT POLES LOCATED MID WAY BETWEEN HYDRO POLES

PEDESTRIAN SCALE LIGHT POLES LOCATED MID WAY BETWEEN STREETLIGHT STANDARDS

CONDITION 1

SECTION

CONDITION 1

PROPOSED SIDEWALK TO BE 1.5-2 m WIDE. SEE CIVIL DWGS. PROPOSED CYCLE TRACK TO BE 2 m WIDE. SEE CIVIL DWGS. LOCATION OF HYDR OPOLES WILL BE DETERMINED DURING DETAILED DESIGN AND COORDINATED WITH LIGHT STANDARDS AND LANDSCAPE 1 LA-203

1 LA-203

40m

CONDITION 2

1:1000

0 10 CONDITION 2 1:1000

0 1:10001:1000

40m

010

1020

2030

40m 30

40m

1:1000

CONCRETE SIDEWALK

40m

1:1000

CONCRETE SIDEWALK

PEDESTRIAN SCALE LIGHT POLES LOCATED MID WAY BETWEEN STREETLIGHT STANDARDS

PEDESTRIAN SCALE LIGHT POLES LOCATED MID WAY BETWEEN HYDRO POLES

CONCRETE SIDEWALK

PEDESTRIAN SCALE LIGHT POLES LOCATED MID WAY BETWEEN STREETLIGHT STANDARDS

PEDESTRIAN SCALE LIGHT POLES LOCATED MID WAY BETWEEN HYDRO POLES

CONCRETE SIDEWALK

CONCRETE SIDEWALK CONCRETE SIDEWALK

PAVED MEDIAN ZONE UNIT PAVING > 1 m CONCRETE < 1 m

ASPHALT CYCLE TRACK WITH ANTI-SKID PAINT

PAVED MEDIAN ZONE UNIT PAVING > 1 m CONCRETE < 1 m

ASPHALT CYCLE TRACK WITH ANTI-SKID PAINT

CONCRETE SIDEWALK

ASPHALT CYCLE TRACK WITH ANTI-SKID PAINT

PLAN

2 LA-201

0.50

VARIES

0.50

0.60

0.50 RND

0.50 RND NOTE LOCATION OF HYDRO POLES WILL BE DETERMINED DURING DETAILED DESIGN AND COORDINATED WITH 0.50 RND NOTE LIGHT STANDARDS AND LANDSCAPE LOCATION OF HYDRO POLES WILL BE DETERMINED DURING DETAILED DESIGN AND COORDINATED WITH LIGHT STANDARDS AND LANDSCAPE

1.80-2.00

PLAN PLAN

0.60

2 LA-203

3.50 VEHICULAR LANE 3.50

3.50 LT VEHICULAR LANE VARIES 3.50 VARIES

TRANSIT PLATFORM

3.58

3.43

TRANSIT LANE

4.20 TRANSIT PLATFORM

3.58

3.43

4.20

VEHICULAR LANE

3.50

VEHICULAR LANE 0.30 3.50 BUFFER

VEHICULAR LANE 0.50 3.50

0.30 BUFFER

CYCLE TRACK

3.50 RT THROUGH/ VEHICULAR LANE 0.50 3.50 2 0.50 LA-203

2.00

0.60 2.00

TRANSIT LANE

2.00

0.50

2.00

0.60

SIDEWALKSIDEWALK

0.50 RND

TRANSIT LANE

1.80-2.00

PROPOSED PROPOSED R.O.W. R.O.W.

1.80-2.00

LT VEHICULAR LANE

CYCLE TRACK

1.80-2.00 0.60

VEHICULAR LANE

LIGHT POLE LIGHT ZONE POLE ZONE

2.00

THROUGH/ RT VEHICULAR LANE

BUFFER BUFFER

3.50

SIDEWALKSIDEWALK

3.50 VEHICULAR LANE 0.50

3.50

LIGHT POLE LIGHT ZONE POLE ZONE

3.50 VEHICULAR LANE VARIES

HYDRO MOUNTED LIGHT STANDARD WITH PEDESTRIAN LIGHT

PROPOSED PROPOSED R.O.W. R.O.W.

3.50

SIDEWALKSIDEWALK

3.50 TRANSIT LANE

3.50

PROPOSED PROPOSED R.O.W. R.O.W.

3.50 TRANSIT LANE

CYCLE TRACK

TRANSIT LANE

VARIES VARIES

VEHICULAR LANE

CYCLE TRACK

3.50

VEHICULAR LANE

STREETLIGHT STANDARD WITHSHELTER PEDESTRIAN LIGHT BUS

CYCLE TRACK

2 LA-201

3.50

BUFFER BUFFER

3.50 3.50 VEHICULAR LANE VEHICULAR LANE 0.50

TRANSIT LANE

BUS SHELTER

MEDIAN - CONCRETE HYDRO MOUNTED LIGHT STANDARD WITH PEDESTRIAN LIGHT MEDIAN - CONCRETE

CYCLE TRACK

0.60

2.00

MEDIAN MEDIAN

0.60

1.80-2.00

VEHICULAR LANE VEHICULAR LANE

LIGHT POLE LIGHT POLE ZONE ZONE

PLAN 0.50 RND

1.80-2.00

CYCLE TRACK

0.50 RND

CYCLE TRACK

STREETLIGHT STANDARD WITH PEDESTRIAN LIGHT LIGHT POLE LIGHT ZONE POLE ZONE

HYDRO MOUNTED LIGHT STANDARD WITH PEDESTRIAN LIGHT SIDEWALKSIDEWALK

STREETLIGHT STANDARD WITH PEDESTRIAN LIGHT

PROPOSED PROPOSED R.O.W. R.O.W.

ASPHALT CYCLE TRACK WITH ANTI-SKID PAINT HYDRO MOUNTED LIGHT STANDARD WITH PEDESTRIAN LIGHT

STREETLIGHT STANDARD WITH PEDESTRIAN LIGHT

0.50 RND

NOTE LOCATION OF HYDRO POLES WIL DURING DETAILED DESIGN AND NOTE LIGHT STANDARDS AND LANDSC -

LOCATION OF HYDRO POLES WIL DURING DETAILED DESIGN AND LIGHT STANDARDS AND LANDSC

exwm

depth METRIC

TORONTO ISLAND WATER TREATMENT PLANT

GP GP

BUSH

HMH

TRV_PT TRV_PT

A/G H

KEY PLAN

BM 12020150505 EL=78.98 (meas)

TRV_PT

BUSH

HMH

TRV_PT

UNK

TRV_PT

HP MH

TRV_PT

HCM

TRV_PT

BUSH

HMH

TRV_PT

BM 76.84

(meas)

X X X

X X

X X X

X X X X

TRV_PT

X X X

TRV_PT

GP HCM

BUSH

HMH

BM 76.84

TRV_PT

(meas)

TRV_PT

CHEM

TRV_PT

X X X

X X

X X X

X X X X

X X X

Toronto, Ontario | AECOM | 2023 - Ongoing

MEASUREMENTS SHOWN ON THESE PLANS ARE IN METERS UNLESS OTHERWISE NOTED

BM 12020150505 EL=78.98 (meas)

METRIC MEASUREMENTS SHOWN ON THESE PLANS ARE IN METERS UNLESS OTHERWISE NOTED

TRV_PT

TRV_PT TRV_PT

TRV_PT

HP HMH MH

TRV_PT

HMH

TRV_PT

BM TRV_PT

EL=78.83 (meas)

TRV_PT

HMH

TRV_PT

BUSH

EL=78.83 (meas)

BUSH TRV_PT

TRV_PT

WV FH

TRV_PT

HMH

STM MH

TRV_PT

BUSH

TRV_PT

WV FH

TRV_PT

STM MH

TRV_PT

BUSH

HMH TRV_PT

HMH

A/G H

PED

TRV_PT

CATV PED

WV FH

WV WV WV WV

HMH

TRV_PT

PROPERTY LINE (TYP.)

HCM

KEY PLAN

HP BE

3.0m H

PROPERTY LINE

A/G

RAVINE AND NATURAL FEATURE PROTECTION BY-LAW

LIMIT OF DISTURBANCE

HP BE

SOD

POLLINATOR SEED MIX. FOR SEED MIX REFER TO DWG No. L0501

PERMEABLE PAVING REFER TO CIVIL DWGS.

LAWN SEED MIX. FOR SEED MIX REFER TO DWG No. L0501

WOODLOT RESTORATION SEED MIX. FOR SEED MIX REFER TO DWG No. L0501.

NOTES:

ST ST M

EXPANSION JOINT

M ST

=76.950

SAW CUT

RETAINING WALL, REFER TO CIVIL DWGS.

SOD SEED POLLINATOR SEED MIX. FOR MIX REFER TO DWG No. L0501

POLLINATOR SEED MIX. FOR SEED

LAWN SEED MIX. FOR SEED MIX MIX REFER TO DWG No. L0501 REFER TO DWG No. L0501

LAWN SEED MIX. FOR SEED MIX

WOODLOT RESTORATION SEED MIX. FOR REFER TO DWG No. L0501 SEED MIX REFER TO DWG No. L0501.

WOODLOT RESTORATION SEED MIX. FOR SEED MIX REFER TO DWG No. L0501.

FOR SEED MIXTURE LISTS REFER TO TABLES 3 TO 5 ON DWG No. L0501 LONG POND

POST

NOTES: 1.

FOR SEED MIXTURE LISTS REFER TO TABLES 3 TO 5 ON DWG No. L0501

SHORELINE

BIN STORAGE, REFER TO ARCH DWGS.

TRANSFORMER, REFER TO ELECTRICAL DWGS.

ENGINEERING AND CONSTRUCTION SERVICES

HP BE SF

UV & RESIDUAL MANAGEMENT FACILITY (RMF) BUILDING, REFER TO ARCH DWGS

FOR SEED MIXTURE LISTS REFER TO TABLES 3 TO 5 ON DWG No. L0501

1. BE

CONCRETE PAVING, REFER TO CIVIL DWGS

NOTES:

ASPHALT PAVING, REFER TO CIVIL DWGS.

9:15 AM .WU\DC\ACCDOCS\AECOM\CI-AMER (CAN) 60585902-TORONTO ISLAND WTP\PROJECT FILES\900 DESIGN COLLABORATION\06-L\SHEETS\60585902-SHT-30-L0102.DWG

A/G

AGGREGATE BANDS

PERMEABLE PAVING, REFER TO CIVIL DWGS.

BUILDING OVERHEAD DOOR

A/G

BUILDING ENTRANCE

SOD

Ø WMN

REFER TO CIVIL DWGS. CONCRETE PAVING, REFER TO CIVIL DWGS EX. 300mm

1:3000

REFER TO CIVIL DWGS.

N ASPHALT PAVING, WM mØ 300m REFER TO CIVIL DWGS. EX. ASPHALT PAVING,

BE L SF L

SF SF

=76.950 SF

Water

MH MH

A/G

TRV_PT TRV_PT

A/G

CATV PED

A/G

TRV_PT

BUSH

AGGREGATE BANDS

PERMEABLE PAVING, REFER TO CIVIL DWGS. PERMEABLE PAVING,

PED

A/G

BUILDING ENTRANCE

1:3000

A/G

TRV_PT

KEY PLAN

BUILDING OVERHEAD DOOR SF

AGGREGATE BANDS

TRV_PT

HCM

A/G

TRV_PT

BUSH

TRV_PT

PROPERTY LINE (T

PROPERTY LINE (TYP.)

TRV_PT

HMH

BUILDING OVERHEAD DOOR F

A/G

BUSH

THMH

A/G

HMH

BM 76.65 (meas)

PROPERTY LINE

A/G H

HMH

TRV_PT

HCM

RAVINE AND NATURAL FEATURE RAVINE AND NATURAL FEATURE PROTECTION BY-LAW PROTECTION BY-LAW

A/G H

A/G

LL SF

BUSH

HMH

TRV_PT

HMH

TRV_PT

PED

TRV_PT

HMH

BUSH

CATV PED

TRV_PT

2 A/G 2023-05-26 12:00:52 PM :\USERS\LOWES.WU\DC\ACCDOCS\AECOM\CI-AMER (CAN) 60585902-TORONTO ISLAND WTP\PROJECT FILES\900 DESIGN COLLABORATION\06-L\SHEETS\60585902-SHT-30-L0102.DWG

TRV_PT

BUSH PED TRV_PT

WV FH

TRV_PT

STM MH

WV WV WV WV

TRV_PT

A/G H

HMH

TRV_PT

X X X X X

TRV_

TRV_PT

BUILDING ENTRANCE

EL=78.83 (meas)

TRV_PT

LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE

TRV_

TRV_PT

BUSH

WV WV WV WV

PROPERTY LINE

SF SF

CATV FH HPPED

LEGEND

A/G

TRV_PT

PN: 60585902 Last Plotted: 2023-05-26 12:00:52 PM H Filename: C:\USERS\LOWES.WU\DC\ACCDOCS\AECOM\CI-AMER (CAN) 60585902-TORONTO ISLAND WTP\PROJECT FILES\900 DESIGN COLLABORATION\06-L\SHEETS\60585902-SHT-30-L0102.DWG A/G

WMN

TRV_PT

WMN

MH MH

TRV_PT

HMH

TRV_PT

A/G

X X X

TRV_PT

TRV_PT TRV_PT

PED

TRV_PT

WV FH

1:3000

A/G

CHEM

A/G

X X

WMN WMN

X X X X

CATV PED

BUSH

ROAD

(meas)

X X X

KEY PLAN

HCM

BM 76.84

MH MH

LEGEND

A/G

HMH

TRV_PT

SF UNK

TRV_PT

BUSH

TRV_PT TRV_PT

UNK

TRV_PT

BUSH

CATV PED

HMH

TRV_PT

PED

TRV_PT

FOR CONTINUATION, REFER TO MATCHLINE A-A' ON THIS DWG.

PED

TRV_PT

SERVICE

UNK

WMN WMN

UNK

TRV_PT

PED

BM 12020150505 EL=78.98 (meas)

TRV_PT

BUSH

A/G

TRV_PT

BUSH TRV_PT

TRV_PT

HMH

HP BE

TRV_PT

HMH

TRV_PT

SF SF

A/G H

HMH

BUSH

HMH

BUSH

BM 76.65 (meas)

WMN WMN

BUSH

HMH

TRV_PT

HMH

BM 76.65 (meas)

HMH

A/G H

The Island Water Treatment Plant, one of Toronto’s crucial facilities, underwent a significant enhancement through Phase 2, managed by AECOM under the City’s supervision. My role involved contributing to essential landscape plans, including the overall landscape design, materials plan, green roof planting plan, and detailed specifications. The project encompassed the design of key facilities such as an ultraviolet disinfection unit, a new residual management facility, and the LEGEND necessary upgrades to the plant’s electrical substation. Notably, the green roof was meticulously designed to mirror the natural surroundings, featuring three distinct plant mixes with varying heights, creating a visually dynamic wave-like pattern. This unique design would be observable from above, providing a captivating view for travelers as airplanes depart and arrive at Billy Bishop Airport.

HMH

LANDSCAPE PLAN

METRIC MEASUREMENTS SHOWN ON THESE PLANS ARE IN METERS UNLESS OTHERWISE NOTED

A/G

INTRODUCTION

HMH

TRV_PT

BUSH

HMH

TRV_PT

HMH

TRV_PT

HCM GENERATOR, REFER TO ELECTRICAL DWGS. A'

Water

A/G H

FENCING, REFER TO CIVIL DWGS.

MAY 2023

No.

DATE

ISSUED FOR 95% SUBM

FOR CONTINUATION, REFER TO MATCHLINE A-A' ON THIS DWG.

ISLAND WATER TREATMENT PLANT

EL=78.83 (meas)

BUSH CB TRV_PT

CB BM

TRV_PT

HMH HW

TRV_PT

WV FH

TRV_PT TRV_PT TRV_PT

STM MH

TRV_PT

BUSH

HP BUSH

HMH TRV_PT

HMH

MH MH

WORKING DRAWINGS

HMH

TRV_PT

HMH HMH

BUSH

TRV_PT

BM 76.65 (meas)

TRV_PT

HMH

TRV_PT

BUSH TRV_PT TRV_PT

TRV_PT

PED

PED TRV_PT

BUSH

WV WV

CATV PED

TRV_PT TRV_PT

PED

TRV_PT

CATV PED

WV FH

WV MH MH

WV WV WV WV

PROPERTY LINE (TYP.)

HMH

TRV_PT

HCM

KEY PLAN

GREEN ROOF PLANTING PLAN

TRV_PT

1:3000

PROPERTY LINE

POST

ROOF WALKWAY H

MAXX GREEN ROOF SYSTEM, REFER TO DETAIL No. 1 ON THIS DRAWING

G A/

LEGEND

WMN

PLANTING PALETTE WMN

WMN

WHITE STONECROP

-ISSUED FOR 95% SUBMISSION SUED FOR 95% SUBMISSION

D.N. D.N.

REVISIONS

INITIAL

DRAGON’S BLOOD STONECROP S.U. S.U.

SIGNED

DIRECTOR,

WATER TREATMENT AND SUPPLY ORNAMENTAL ALLIUM

H G

VEGETATED MODULES - SIZE: 305MM X 305MM - MANUFACTURER: LIVEROOF OR APPROVED EQUAL

REFER TO ARCH DWGS FOR FURTHER INFORMATION ON ROOF CONSTRUCTION

CONTRACTOR TO CONFIRM QUANTITIES

HCM

Water

UV DISINFECTION AND RESIDUALS MANAGEMENT FACILITY GREEN ROOF PLANTING PLAN

SIMON HOPTON, P. ENG DIRECTOR,

DESIGN & CONSTRUCTION STONECROP NEON MAJOR INFRASTRUCTURE

NOTES:

ISLAND WATER TREATMENT PLANT

ENGINEERING AND CONSTRUCTION SERVICES WILLIAM FERNANDES, P.ENG

TYPE 3 - CUSTOM MIX BY LIVEROOF (SEE BELOW) = ±159 m2 OR APPROVED EQUAL BASE PLANTS (FULL COVERAGE): SEDUM REFLEXUM 'BLUE SHIMMER' SEDUM SPURIUM 'SOCCERBALL' SEDUM SEXANGULARE ELATUM SEDUM ALBUM 'CHLOROTICUM' ACCENT PLANTS (2 EACH / sq.m.): SCHIZACHYRIUM SCOPARIUM EUPHORBIA MYRSINITES A/

TYPE 2 - TOUGH EXTREME MIX BY LIVEROOF = ±591 m2 OR APPROVED EQUAL BASE PLANTS (FULL COVERAGE): SEDUM ALBUM 'CORAL CARPET' SEDUM FLORIFERUM WINTER CHERRY RED SEDUM HYBRIDUM 'IMMERGRUNCHEN' SEDUM MIDDENDORFFIANUM VAR. 'STRIATUM' SEDUM SPURIUM 'ROSEUM' ACCENT PLANTS: ALLIUM TANGUTICUM 'SUMMER BEAUTY' (1 PER EVERY 2 MODULES) SEDUM KAMTSCHATICUM 'TAKAHIRA DAKE' (1 PER EVERY 2 OR 3 MODULES) SEDUM SPECTABILE 'NEON' (1 PER EVERY 2 MODULES

TYPE 1 - SANGRIA MIX BY LIVEROOF = ±491 m2 OR APPROVED EQUAL BASE PLANTS (FULL COVERAGE): SEDUM ALBUM 'PURPLE ICE' SEDUM ALBUM 'CORAL CARPET' SEDUM SPURIUM 'BRONZE BEAUTY' SEDUM SPURIUM CINNABAR SEDUM SPURIUM RHUBARB

W W

GUIDE WIRE

DESIGN:

BABY TEARS STONECROP PLAN D.N.

DRAFTING:

LOW ROOF

ROOF ANCHOR c/w GUIDE WIRE

MIDDLE ROOF

PN: 60585902 H Last Plotted: 2023-05-26 12:07:35 PM G A/ Filename: C:\USERS\LOWES.WU\DC\ACCDOCS\AECOM\CI-AMER (CAN) 60585902-TORONTO ISLAND WTP\PROJECT FILES\900 DESIGN COLLABORATION\06-L\SHEETS\60585902-SHT-30-L0104.DWG

G A/ M

LOW-MID ROOF

REFER TO ARCH DWGS M

HIGH ROOF

SLOPE ARROW (MIN. 2%)

ROOF DRAIN

L.W.

CHECK:

SCALE:

1:200

DRAWING

DATE:

2023-03-03

NUMBER:

S.U.

LITTLE BLUESTEM CONTRACT No. CONTRACT NO

L0104

MAY 2023

No.

DATE

ISSUE

05 QEW/CREDIT RIVER IMPROVEMENT Mississauga, Ontario | AECOM | 2021 - 2022

INTRODUCTION In my capacity at AECOM, I played a pivotal role in the QEW/Credit River Improvement project, a substantial undertaking commissioned by the Ministry of Transportation (MTO) and Infrastructure Ontario (IO). Covering a stretch of 2.6 kilometers in the City of Mississauga, the project aimed at enhancing the landscape affected by improvement works. I actively contributed to the preparation of landscape designs, focusing on the restoration of elements disrupted during the project. Presented here are chosen plans from the Landscape design package, showcasing my involvement in this impactful initiative. KEY PLAN QEW WESTBOUND

MIS

SISS ROA AUGA D

SEE ENLARGEMENT

QEW EASTBOUND

D STBOUN

QEW WE

HURONTARIO

STREET

D STBOUN QEW EA

SILVER MAPLE Vt Tam

Rt Qr

3 1

20 20 20

Vt Rt Vt Rt

20 20 20 20

TREMBLING ASPEN Rt 20

3 20

20 Dl

20 Rt

20 Dl

20 Rt

WHTIE SPRUCE

This drawing has been prepared for the use of AECOM s client and may not be used, reproduced or relied upon by third parties, except as agreed by AECOM and its client, as required by law or for use by governmental reviewing agencies. AECOM accepts no responsibility, and denies any liability whatsoever, to any party that modifies this drawing without AECOM s express written consent. Do not scale this document. All measurements must be obtained from the stated dimensions.

WORKING DRAWINGS

PLANTING PLAN

RED OAK STAGHORN SUMAC N

PLANTING PALETTE

AMERICAN CRANBERRY BUSH HONEYSUCKLE

06 RAYMOND A. BARKER WATER TREATMENT PLANT EXPANSION Collingwood, Ontario | AECOM | 2022 - Ongoing

INTRODUCTION The Town of Collingwood drinking water is provided from the Raymond A. Barker Treatment Plant (WTP) located on Raglan Street in the Town of Collingwood. The expansion will repurpose the existing membrane building and construct a new membrane building to meet future anticipated water supply requirements. The objectives were to design a space that would accommodate the employees and the public as well as surfers that will access Nottawasaga Bay from the site. Some landscape elements included in the design were an art mural in the wave-shaped plaza, stone seat walls, interpretive signs, a bike rack, and planting. I provided design ideas during the early stage and was responsible for drafting the landscape drawing package.

RAGLAN STREET

NOTTAWASSAGA BAY

NEW MEMBRANE BUILDING

PLAZA PLANTING PLAN

PLANTING PALETTE

EX. BEACH

EX. LIMESTONE TRAIL

SCULPTURE

N FISHERMAN AREA

LEGEND

Approved: _____ S.U

ISO A1 594mm x 841mm

WORKING DRAWINGS

PROPERTY LINE / R.O.W.

Checked: _____ S.U

CCTV (SECURITY CAMERA) SWALE

N.P Designer: _____

AS 2

140

*NOTE: ASSORTED PERENNIALS TO BE SELECTED IN COORDINATION WITH ARTIST. SHOWN QUANTITIES ARE BASED ON 300MM O.C. PLANT SPACING. (ON AVERAGE)

CONTRACT 2 - WTP EXPANSION

DECIDUOUS TREE

TREE PLANTING SOIL REQUIREMENT: PROVIDE MIN 20 M3 OF PLANTING SOIL PER TREE. PLANT TREES IN CONTINUOUS SOIL TRENCHES OR OVERSIZED TREE PITS MAX. 1.5M DEEP, TO MEET THIS REQUIREMENT.

CONIFEROUS TREES

2 RAGLAN STREET COLLINGWOOD, ON L9Y 4T2

DECIDUOUS SHRUBS (IN PLANT BED) CONIFEROUS SHRUBS (IN PLANT BED)

FISHERMAN AREA CO 1

110

PERENNIALS (IN PLANT BED)

NOTTAWASSAGA BAY

SUGAR MAPLE

CONSULTANT

PLANT BED BP 1

SOD

GOLD MOUND SPIREA

SEED

1 DECIDUOUS TREE PLANTING PS 2

PUBLIC PARKING LOT

L-502

2 CONIFEROUS TREE PLANTING XX 1

ASC 1

SCALE: N.T.S.

L-502

105 Commerce Valley Drive W, Markham Ontario L3T 7W3 905.886.7022 tel 905.886.9494 fax www.aecom.com

PLANT KEY PLANT QUANTITY

SCALE: N.T.S.

3 SHRUB PLANTING

L-502

SCALE: N.T.S.

ARMOUR STONE AS 1 17 CO 1

CONTINUTATION - REFER TO L-101 DWG.

CO 1

TO 5

PG 6

TC 19

ROOT CROWN TO BE SET 25mm PLAZA ABOVE EXISTING GRADE

BP 1 QR 3

AS 1

EX. SURGE CHAMBER

REMOVE CONTAINER AND SLIT ROOTBALL VERTICALLY 3 TIMES DECORATIVE METAL EVENLY AROUND THE SCREEN & GATE CIRCUMFERENCE TO 13mm DEPTH

CANADA YEW

75mm SHREDDED CEDAR BARK MULCH (NOT DYED)

I/R BP 1

SIDES OF PIT GENTLY TAPERED AND SCARIFIED

DESCRIPTION

200MM DEEP REGISTRATION TRIPLE MIX

20 TO 3

500MM DEEP TRIPLE MIX

DATE

50MM SHREDDED CEDAR BARK MULCH (NOT DYED)

200MM DEEP TRIPLE MIX

50MM SHREDDED CEDAR 1 SEP 14, 2023 ISSUED FOR CONSTRUCTION BARK MULCH DYED) 0 JUNE(NOT 6, 2023 ISSUED FOR TENDER

CHAMBER

ROOTBALL , FLUSH WITH FINISH GRADE

PRAIRIE DROPSEED

LOOSEN ROOTS IF TANGLED AND ISSUE/REVISION FAN THEM OUT TO PROMOTE PROPER GROWTH INTO THE SOIL

CHAMBER

PLANT PARKING LOT

GROUNDCOVER PLANTED MIN. 300MM O.C.

SET ROOT CROWN AT, OR SLIGHTLY HIGHER THAN EXISTING GRADE

ART WALL

Last saved by: LOWES.WU(2023-09-14) Last Plotted: 2023-09-14 Project Management Initials: Filename: C:\USERS\LOWES.WU\DC\ACCDOCS\AECOM\CI-AMER (CAN) 60665174-RAYMOND A. BARKER WATER TREATMENT\PROJECT FILES\900 DESIGN COLLABORATION\40-DETAIL DESIGN-C2\06-L\06-L.2-DWG\SHEETS\60665174-SHT-40-L-104.DWG

RAYMOND A. BARKER WATER TREATMENT PLANT EXPANSION

LIGHT POLE

TING

PROJECT

BUILDING ENTRANCE / EXIT

SCARIFY BOTTOM OF PLANTING HOLE

UNDISTURED SUBGRADE OR COMPACTED BACKFILL SOIL MIXTURE

Sept 14, 2023

MAIN ENTRANCE CANOPY OUTLINE ROOTBALL SET ON UNDISTURBED GROUND

DRIVEWAY

S'GM' 8

2 CONIFEROUS TREE PLANTING IN CONTINUOUS PLANT BED 4 SHRUB PLANTING L-502 SCALE: N.T.S.

L-502

SCALE: 1:50

MEMBRANE BUILDING

1. FOR OVERALL SITE LAYOUT AND GRADING REFER TO CIVIL DWGS.

S'GM' 7

VARIES REMOVE CONTAINER AND SLIT ROOTBALL VERTICALLY 3 TIMES EVENLY AROUND THE VARIES CIRCUMFERENCE TO 13mm DEPTH

75mm SHREDDED CEDAR BARK MULCH (NOT DYED)

SIDES OF PIT GENTLY TAPERED AND SCARIFIED

2. FOR PLAZA LAYOUT AND GRADING REFER TO DWGS. No. L-102 & L-103.

FOR SITE SERVICING REFER TO CIVIL DWGS. SCALE:3.1:10

4. FOR OVERALL PLANTING AND RESTORATION PLAN REFER TO DWG. No. L-101.

CONTINUTATION - REFER TO L-101 DWG.

ROOT CROWN TO BE SET 25mm ABOVE EXISTING GRADE

3 SHRUB PLANTING PLANTING 5 PERENNIAL SCALE: N.T.S.

L-502 L-502

HIGH LIFT BUILDING (FORMERLY EXISTING PLANT)

SWALE - SEED

NOTES:

5. FOR PLANTING DETAILS REFER TO DWG. No. L-502. 6. FOR LIGHTING / CONDUITS AND SECURITY CAMERAS ( CCTV), REFER TO ELECTRICAL DWGS.

ROOTBALL SET ON UNDISTURBED GROUND

PLAZA PLANTING PLAN

GROUNDCOVER PLANTED MIN. 300MM O.C.

100MM TOPSOIL, LOOSEN ROOTS IF TANGLED AND FAN THEM OUT TO PROMOTE PROPER GROWTH INTO THE SOIL

NOTE: PLANT GROUNDCOVER IN TRIANGULAR PATTERN AS SHOWN IN PLAN VI

6 GROUNDCOVER PLANTING

L-502

SCALE: 1:10

NSCALE 1:150

BLACK EYED SUSAN

SHEET NUMBER

GROUNDCOVER PLANTING

SET ROOT CROWN AT, OR NATIVE GRASSES SLIGHTLY HIGHER THAN EXISTING GRADE

ROOTBALL , FLUSH WITH FINISH GRADE VARIES

COMMON MILKWEED MIN 300mm O.C., STAGGERED

50MM SHREDDED CEDAR BARK MULCH (NOT DYED) 1.5-2.0M

SOD

150MM TOPSOIL

200MM DEEP TRIPLE MIX

SLOPE VARIES. 50MM SHREDDED CEDAR REFER TO CIVIL DRAWINGS BARK MULCH (NOT DYED)

SLOPE VARIES. REF CIVIL DRAWINGS

200MM DEEP TRIPLE MIX

UNDISTURBED SUBGRADE OR COMPACTED BACKFILL SOIL MIXTURE

60665174

SHEET TITLE

L-104

SCARIFY BOTTOM OF PLANTING HOLE

500MM DEEP TRIPLE MIX

7 SWALE - SEED

UNDISTURBED SUBGRADE OR COMPACTED BACKFILL SOIL MIXTURE PROJECT NUMBER

NOTE:

UNDISTURED SUBGRADE OR COMPACTED BACKFILL SOIL MIXTURE

PLAN VIEW

GROUNDCOVER IN TRIANGULAR PATTERN AS SHOWN IN PLAN VIEW (MIN 300MM) FOR EACH PLANT SWALE - SOD 8 PLANT

CONTRACTOR TO PROVIDE SHOP DRAWINGS AND DESIGN CALCULATIONS, STAMPED BY AN 300 ENGINEER LICENSED TO PRACTICE IN ONTARIO. 3%

300

185

1 CONCRETE MULTI-USE PATHWAY (MUP) SCALE: N.T.S. SIGN PATHWAY (MUP) 1 PLANT MULTI-USE 1 CONCRETE

L-501

SCALE: N.T.S. L-505

FRONT VIEW

3 UNIT PAVERS PATTERN & COLOUR SCALE: N.T.S. 3 UNIT PAVERS PATTERN 7 & COLOUR SCALE: N.T.S.

300

SCALE: 1:20

L-505

BUILDING, REFER TO ARCHITECTURAL DWGS.BUILDING, REFER TO ARCHITECTURAL DWGS.

5 · ·

6 CONCRETE BENCH PAD L-501 SCALE: 1:20 BENCH PAD 6 CONCRETE ARMOUR STONE L-501

I/R

SCALE: 1:20

CONCRETE SEAT WALLS IN THE PLAZA

ALL STONES TO BE APPROVED BY THE LANDSCAPE GRASSES, REFER TO DWG. No. L-104 ARCHITECT PRIOR TO INSTALLATION. AND PER No.5/L-502 AS DET. SKATEBOARD DETERRENTS TO BE INSTALLED · ALL STONES TO BE APPROVED BY THEINSTRUCTIONS LANDSCAPE AND AT RECOMMENDED GRASSES, DWG. No. L-104 MANUFACTURER'S ARMOUR STONEREFER 600W xTO 450H x 1200L, ALL QUARRY STONE TO HAVE SPLIT OR457MM NATURALLY ARCHITECT PRIOR TODISTANCES: INSTALLATION. (18") FROM SEAT WALL ENDS AND AND DET. No.5/L-502 EMBEDDED 50mm. 914MM (36") BETWEEN UNITS, BOTH SIDES. WEATHERED FACES, NO EXPOSED DRILL MARKINGS ARMOUR STONE 600W x 450H x 1200L, · ALL QUARRY STONE TO HAVE SPLIT OR NATURALLY EMBEDDED 50mm. SOD ON 150MM WEATHERED FACES, NO EXPOSED DRILL MARKINGS TOPSOIL 1200 L SOD ON 150MM TOPSOIL 1200 L 450

400

MANUFACTURED BY SKATESTOPPERS OR APPROVED EQUAL

450 450

400

450

SH 50

100

200

500

SUBGRADE COMPACTED TO 98% SPMDD SUBGRADE COMPACTED TO 98% SPMDD NOTES: 1. CONCRETE BENCH PAD COLOUR WITHIN AREAS A-1, A-2 AND A-3 (INDICATED ON L-102), TO MATCH COLOUR OF ADJACENT UNIT PAVERS. FINISH - LIGHT SANDBLAST FINISH NOTES: 2. FOR REFER TO DETAIL No.1 / L-504. 1. BENCH CONCRETE BENCH PAD COLOUR WITHIN AREAS A-1, A-2 AND A-3 (INDICATED ON L-102), TO MATCH COLOUR OF ADJACENT UNIT PAVERS. FINISH - LIGHT SANDBLAST FINISH 2. FOR BENCH REFER TO DETAIL No.1 / L-504.

450

450 500

670

300

SCALE: 1:20

CONCRETE FOUNDATION

670

PLAZA PAVING - REFER TO DETAIL No. 2 ON THIS DRAWING PLAZA PAVING - REFER TO DETAIL No. 2 ON THIS DRAWING

4 SKATEBOARD DETERRENT

L-501

SUBGRADE COMPACTED TO 95% SPMDD SUBGRADE COMPACTED TO 95% SPMDD

10 Ma 90 ww

WWF - 152 X 152 X 18.7 X 18.7 BENCH - SURFACE MOUNTED (GALVANIZED) TO CONCRETE PAD. REFER TO DETAIL No. 1/L-504 BENCH - SURFACE MOUNTED TO CONCRETE PAD. REFER TO DETAIL No. 1/L-504

300

SCALE: 1:20

CONCRETE BASE FINISH GRADE

125mm THICK CONCRETE, 1900mmL x 670mmW

3 INTERPRETIVE SIGNS

L-501

300

PARKING

125mm WWF - 152 X 152 THICK X 18.7 CONCRETE, X 18.7 1900mmL x 670mmW (GALVANIZED)

4 STONE SEAT WALL

8 STONE SEAT WALL L-501 SCALE: 1:20 8 STONE SEAT WALL

2 CONCRETE BENCH PAD

SCALE: 1:15

NOTE: · ALL STONES TO BE APPROVED BY THE LANDSCAPE THE CONTRACTOR SHALL SUBMIT THE FABRICATOR'S DETAILED FABRICATION / SHOP DRAWINGS, PRODUCT INFORMATION, ARCHITECT PRIOR TO INSTALLATION. AND SPECIFICATIONS FOR THE COMPLETE ASSEMBLY OF THE PRE-CAST CONCRETE SEATING WALL FOR APPROVAL PRIOR TO NOTE: · ALL STONES TO BE APPROVED BY THE LANDSCAPE FABRICATION. SHOP DRAWINGS SHALL BE SEALED BY A STRUCTURAL LICENSED IN THE PROVINCE OF ONTARIO. THE CONTRACTOR SHALL SUBMIT THE FABRICATOR'S DETAILED ENGINEER FABRICATION / SHOP DRAWINGS, PRODUCT INFORMATION, · ALL QUARRY STONE TO HAVE SPLIT OR NATURALLY ARCHITECT PRIOR TO INSTALLATION. AND SPECIFICATIONS FOR THE COMPLETE ASSEMBLY OF THE PRE-CAST CONCRETE SEATING WALL FOR APPROVAL PRIOR TO WEATHERED FACES, NO EXPOSED DRILL MARKINGS FABRICATION. SHOP DRAWINGS SHALL BE SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE PROVINCE OF ONTARIO. 25mm RADIUS · ALL QUARRY STONE TO HAVE SPLIT OR NATURALLY 50MM COVER ON TOP AND SIDES 600 WEATHERED FACES, NO EXPOSED DRILL MARKINGS ARMOUR STONE 450W x 550H x 800L, EXPANSION JOINT (TYP) 25mm RADIUS 500 MIN. 450 W EMBEDDED 100mm. APPLY 50MM COVER ON TOP AND SIDES 600 *SEED ON LIMESTONE SCREENING FINISH ARMOUR STONE 450W x 550H x 800L, EXPANSION JOINT (TYP) PRECAST CONCRETE SEAT WALL, 100mm 450 W 500 MIN. AROUND ALL STONES. EMBEDDED 100mm. APPLY 32MPa CONCRETE, 6% AIR ENTRAINED; TOPSOIL *SEED ON LIMESTONE SCREENING FINISH LIGHTPRECAST SANDBLASTED FINISHSEAT ON WALL, CONCRETE 100mm AROUND ALL STONES. CONCRETE MULTI-USE PATHWAY PLAZA L-505 SCALE: N.T.S. ALL EXPOSED FACES 32MPa CONCRETE, 6% AIR ENTRAINED; TOPSOIL ON GRANULAR BASE. REFER TO LIGHT SANDBLASTED FINISH ON DETAIL No.1 ON THIS DRAWING. CONCRETE MULTI-USE PATHWAY PLAZA ALL EXPOSED FACES ON GRANULAR BASE. REFER TO FOR PAVEMENT STRUCTURE DETAIL No.1 ON THIS DRAWING. REFER TO DETAIL No. 2 ON C.I.P. CONCRETE FOOTING THIS DRAWING FOR PAVEMENT STRUCTURE 200mm GRANULAR 'A' COMPACTED 15M @300mm E.W. T&B, E.F. REFER TO DETAIL No. 2 ON 150 TYP. TO 98% SPMDD C.I.P. CONCRETE FOOTING THIS DRAWING ONE POST - PANEL SIZE: 600mm x 900mm TWO POST - PANEL SIZE: 750mm x 1200mm 200mm GRANULAR 'A' COMPACTED 75mm 15M COVER @300mm E.W. T&B, E.F. 400 150 TYP. 19mm CLEAR STONE WRAPPED SUBGRADE COMPACTED TO 98% SPMDD TO 98% SPMDD 50mm DRIVECEL FILLED WITH IN GEOTEXTILE 75mm COVER COMPACTED GRANULAR 'B' 400 19mm CLEAR STONE WRAPPED SUBGRADE COMPACTED TO 98% SPMDD 50mm DRIVECEL FILLED WITH * OR PLANTING BED IN GEOTEXTILE 150MM Ø PERFORATED SUBDRAIN, L-505 SCALE: N.T.S. 300 SIGNAGE SYSTEM BY FONTASY SIGN & DISPLAY INC. OR APPROVED EQUAL COMPACTED GRANULAR 'B' WRAPPED IN GEOTEXTILE; REFER * OR PLANTING BED L-103 FOR LAYOUT 150MMTO Ø PERFORATED SUBDRAIN, 300 WRAPPED IN GEOTEXTILE; REFER TO L-103 FOR LAYOUT

7 CONCRETE SEAT WALL L-501 SCALE: 1:20 7 CONCRETE SEAT WALL

GRAD 300

4 CLEARSTONE AT EXISTING SURGE CHAMBER L-501 SCALE: 1:20 FRONT VIEW AT EXISTING SURGE CHAMBER 4 CLEARSTONE 2 PLANT / PLAZA SIGN L-501 SCALE: 1:20

5 DECORATIVE AGGREGATE BANDS WITH RESTRAINTS L-501 SCALE: 1:20 AGGREGATE 5 DECORATIVE CONCRETE SEAT WALL BANDS WITH RESTRAINTS

19mm CLEAR STONE, EXISITNG SURGE CHAMBER 100mm DEEP 19mm CLEAR STONE, WORD 1 WORD 2 PLAZA 100mm DEEP 270R BY TERRAFIX FILTER FABRIC

L-501

WATER TREATMENT PLANT EXISITNG SURGE CHAMBER

50mm OPEN GRADED CRUSHED ANGULAR STONE, 300mm DEEP, WRAPPED INGRADED GEOTEXTILE 50mm OPEN CRUSHED ANGULAR STONE, 300mm DEEP, WRAPPED IN GEOTEXTILE

AT BUILDING , BUILDING CANOPY OVERHANG WALLS & SOFTSCAPE 9.52MM (3/8") EPOXIED SPLIT PEA AT BUILDING , BUILDING CANOPY OVERHANG GRAVEL, 100mm DEEP.9.52MM (3/8") EPOXIED WALLS & SOFTSCAPE

NOTES:

GRAD

RAYMOND A. BARKER

120

L-501

SCALE: 1:15

WELDED WIRE FENCE EQ MOUNTED ON TOP OF RETAINING WALL, REFER TO DETAIL No.MOUNTED 1/L-503 ON WELDED WIRE FENCE TOP OF RETAINING WALL, REFER TO CONCRETE RETAINING DETAILWALL. No. 1/L-503 REFER TO STRUCTURAL DWGS. CONCRETE RETAINING WALL. REFER TO STRUCTURAL DWGS.

FILTER FABRIC 270R BY TERRAFIX

9.52mm (3/8") EPOXIED SPLIT PEA GRAVEL*, 1. SIGNAGE SYSTEM FOR PAVEMENT STRUCTURE 100mm DEEP. EPOXY -ROMPOX ® - PROFI DEKO SPLIT PEA GRAVEL*, DEEP. EPOXY 9.52MM100MM (3/8") EPOXIED SPLIT PEA a) INFORMATION PANEL REFER TO DETAIL No. 2 ON BY ROMEX CANADA OR APPROVED EQUAL 9.52mm (3/8") EPOXIED SPLIT PEA GRAVEL*, -ROMPOX ® - PROFI DEKO BY(3/8") ROMEX PANEL SIZE: AS INDICATED. GRAVEL, 100mm DEEP.9.52MM EPOXIED THIS DRAWING FOR PAVEMENT STRUCTURE 100mm DEEP. EPOXY -ROMPOX - PROFI DEKO OR APPROVED EQUAL MATERIAL: F40 ALUMINUM FRAME. MIN. 40mm THICK FRAME WITH A TERRAFIX 13MM RADIUS®EDGE, COMPLETE WITH SUNGLAZE™ ENAMEL GRAPHICS PANEL. GRAPHICS SPLITCANADA PEA GRAVEL*, 100MM DEEP. EPOXY FILTER FABRIC 270R BY REFER TO DETAIL No. 2 ON BY ROMEX CANADA OR APPROVED EQUAL PANEL TO BE ANTI GRAFFITI, AND PROVIDE A 10 YEAR WARRANTY AGAINST EXCESSIVE FADING, DELAMINATION, BREAKAGE AND WEATHERING. ARTWORK AND -ROMPOX ® - PROFI DEKO BY ROMEX VARIES THIS DRAWING FILTER FABRIC 270R TERRAFIXEQUAL CONTENT: TO BE PROVIDED BY THE TOWN. CONTRACTOR TO COORDINATE. CANADA ORBY APPROVED 3.2mm x 102mm ALUMINUM FILTER FABRIC 270R BY TERRAFIX b) POST AND MOUNTING SYSTEM (HEIGHT ADJUSTABLE) 3.2mm x 102mm ALUMINUM EDGE EDGE PERMASTRIP, VARIES POST WITH 13R CORNERS, COMPLETE WITH 'GROUND KEY' MOUNTING SYSTEM. NOMINAL HEIGHT ABOVE GROUND: 1015mm FILTER FABRIC 270R BY TERRAFIX P80 SOLID ALUMINUM EXTRUSION PERMASTRIP BY PERMALOC PERMALOC 3.2mmBY x 102mm ALUMINUM c) FINISH - ALL FRAME AND POST TO BE PAINTED 3.2mm x 102mm ALUMINUM EDGE EDGE PERMASTRIP, d) COLOUR: TO BE SELECTED BY THE LANDSCAPE ARCHITECT. 300mm ALUMINUMBY STAKE BY PERMASTRIP PERMALOC BY PERMALOC e) SYSTEM TO BE DESIGNED FOR WIND LOAD AS PER OBC PART 4 CLIMATIC DATA PERMALOC LOCKED INTO 50mm THICK PAVEMENT STRUCTURE PRE-FORMED LOOPS ONSTAKE EDGING 300mm ALUMINUM BY REINFORECEMENT MODULES WITH 2. INSTALLATION: ONE POST SIGN - SURFACE MOUNTED ON CONCRETE PAVING; TWO POST FILLED SIGN INSTALLED WITHIN DECORATIVE AGGREGATE EDGE - FOOTING PERMALOC LOCKED INTO 150 3% GRANULAR 50mm 'A' THICK PAVEMENT STRUCTURE 300 DIA, MIN. 1500mm DEEP CONC. CAISSON PRE-FORMED LOOPS ON EDGING REINFORECEMENT MODULES FILLED WITH STAINLESS STEEL ANCHORBY BOLT, 150 SHOP DRAWINGS AND DESIGN CALCULATIONS, 3% 3. CONTRACTOR TO PROVIDE STAMPED AN ENGINEER LICENSED TO PRACTICE IN ONTARIO. GRANULAR 'A' 300mm O.C. (TYP) STAINLESS STEEL ANCHOR BOLT, 300mm O.C. (TYP) SUBGRADE COMPACTED TO 95%SPMDD SUBGRADE COMPACTED * OR AGGREGATE SELECTED IN 150mm Ø SUBDRAIN, WRAPPED IN TO 95%SPMDD COORDINATION WITH ARTIST GEOTEXTILE; REFER TO L-103 FOR LAYOUT * OR AGGREGATE SELECTED IN 150mm Ø SUBDRAIN, WRAPPED IN COORDINATION WITH ARTIST GEOTEXTILE; REFER TO L-103 FOR LAYOUT

900

300

AT PLAZA PAVING

100mm x 400mm x 100mm PROMENADE PLANK , FINISH: IL CAMPO (70%); UMBRIANO (30%) PATTERN: 100mmRUNNING x 400mm BOND x 100mm COLOURS: GRANITE BLEND (70%) ; STEEL GREY (30%) PATTERN: RUNNING CONCRETE BASE BOND COLOURS: GRANITE BLEND (70%)(70%); ; STEEL GREY (30%) UMBRIANO (30%) A-3 PROMENADE PLANK , FINISH: IL CAMPO FINISH GRADE (182m2) 100mm x 400mm x 100mm A-3 PROMENADE PLANK , FINISH: IL CAMPO (70%); UMBRIANO (30%) PATTERN: (182m2) 100mmRUNNING x 400mm BOND x 100mm COLOURS: LIGHT GREY (70%), OPAL BLEND (30%) PATTERN: RUNNING BOND CONCRETE FOUNDATION COLOURS: LIGHT GREY (70%), OPAL BLEND (30%) NOTE: 1. FOR ANGLES OF EACH UNIT PAVING AREA REFER TO L-102 LAYOUT NOTE: 1. FOR ANGLES OF EACH UNIT PAVING AREA REFER TO L-102 LAYOUT

1200

(186m2) A-2 (186m2)

PATTERN & COLOUR

2R CO

PATTERN & COLOUR

120

WATER TREATMENT PLANT A-2

1500

300

L-501

PROMENADE PLANK(BY , IL CAMPO DESCRIPTION UNILOCK, or approved equal) 100mm x 400mm x 100mm PROMENADE PLANK , IL CAMPO PATTERN: 100mmRUNNING x 400mm BOND x 100mm COLOUR: DARK CHARCOAL PATTERN: RUNNING BOND COLOUR: DARK CHARCOAL PROMENADE PLANK , FINISH: IL CAMPO (70%); UMBRIANO (30%)

C E

VARIES REFER TO CIVIL DWGS. VARIES REFER TO CIVIL DWGS.

2090

AT PLAZA PAVING

DESCRIPTION (BY UNILOCK, or approved equal)

A-1 AREA (80m2) A-1 (80m2)

2 RAGLAN STREET

SCALE: 1:20

R W P

55 55

L-501

2000

SIDE VIEW

AREA

RAYMOND A. BARKER

1200

900

2 UNIT PAVING - PLAZA SCALE: 1:20 2 UNIT PAVING - PLAZA

EQ L-501

270

1 PLANT/PLAZA SIGN

19mm CLEAR STONE

150

300

SIDE VIEW

TOP VIEW

* MODULES: DRIVE CELL BY GRIDFORCE , OR APPROVED EQUAL. * MODULES: DRIVE CELL BY GRIDFORCE , OR APPROVED EQUAL.

150mm Ø SUBDRAIN, WRAPPED IN FILTER FABRIC 270R BY TERRAFIX GEOTEXTILE; REFER TO L-103 FOR LAYOUT SUBDRAIN, WRAPPED IN 19mm 150mm CLEAR Ø STONE GEOTEXTILE; REFER TO L-103 FOR LAYOUT

2090

AUTOMOTIVE GRADE PAINT TO BE USED IN ALL MASKED AND PAINTED APPLICATIONS.

TO 98% SPMDD 250mm GRANULAR 'A' COMPACTED TO 98% SPMDD SUBGRADE COMPACTED TO MIN.98% SPMDD SUBGRADE COMPACTED TO MIN.98% SPMDD

FILTER FABRIC 270R BY TERRAFIX

ALL PAINTED OR POWDER COATED SURFACE TO HAVE A SATIN FINISH.

50mm PAVEMENT STRUCTURE REINFORCEMENT MODULES* FILLED WITH COMPACTED GRANULAR 'A' 50mm PAVEMENT STRUCTURE REINFORCEMENT FILLED WITH COMPACTED GRANULAR 'A' 250mmMODULES* GRANULAR 'A' COMPACTED

300

2000

300

Checked: _____ S.U

N.P Designer: _____

TOP VIEW

300

STRUCTURAL AND ATTACHMENT DETAILS TBD BY SIGN SUPPLIER.

245

PLAZA ENLARGEMENT PLAN

POLYMERIC SAND

ALL SURFACES TO BE FLAT AND EVEN - NO DEFORMATION OR BUCKLING OF ANY SHEET MATERIALS OR PANELS.

315

DESIGN FOR WIND LOAD AS PER OBC PART 4 CLIMATIC DATA.

VISIBLE FASTENERS, BRACKETS, SUPPORT STRUCTURES, AND ADHESIVES TO BE MINIMIZED, MADE OF NON-CORRODING ELEMENTS, PAINTED TO MATCH AND COUNTERSUNK WHERE POSSIBLE.

185

WORKING DRAWINGS

NO VISIBLE SEAMS. ALL EDGES AND SEAMS WELDED AND FINISHED SMOOTH (NO SHARPS).

9.5MM THICK ALUMINUM LETTERS PIN MOUNTED FLUSH WITH MECHANICAL FASTENERS, POWDER COATED TO MATCH WHITE. 100mm THICK PRECAST UNIT PAVERS FONT: CLEARVIEW ADA, FONT HEIGHTS AS INDICATED. PROMENADE PLANK BY UNILOCK, OR APPROVED EQUIVALENT CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF THE SIGNAGE SYSTEM INCLUDING FOUNDATION AND ANCHORAGE.100mm CONTRACTOR TO THICK PRECAST UNIT PAVERS 25mm SAND SETTING BED REVIEW GEOTECHNICAL REPORT FOR THE DESIGN OF THE FOUNDATION. PROMENADE PLANK BY UNILOCK, OR APPROVED EQUIVALENT POLYMERIC SAND 25mm SAND SETTING BED FOUNDING LEVEL SHALL BE AT LEAST 1.5M BELOW FINISH GRADE.

2. 3.

200

6MM THICK ALUMINUM ENCLOSURE WITH INNER FRAME AS REQUIRED FOR STRENGTH AND STIFFNESS,, MECHANICALLY FASTENED TO CONCRETE BASE, NO VISIBLE FASTENERS. ALL CORNERS WELDED AND FINISHED SMOOTH. ALL SIDES AND EDGES POWDER COATED. COLOUR DARK GRAY. FINAL COLOUR TO BE SELECTED BY LANDSCAPE ARCHITECT.

1500

ISO A1 59 Approved: _____ S.U

Last saved by: PURVESN(2023-06-06) Last Plotted: 2023-09-14 Project Management Initials: Filename: C:\USERS\LOWES.WU\DC\ACCDOCS\AECOM\CI-AMER (CAN) 60665174-RAYMOND A. BARKER WATER TREATMENT\PROJECT FILES\900 DESIGN COLLABORATION\40-DETAIL DESIGN-C2\06-L\06-L.2-DWG\SHEETS\60665174-SHT-40-L-505.DWG

ISO A1 594mm x 841mm

Approved: _____ S.U

Checked: _____ S.U

N.P Designer: _____

t saved by: LOWES.WU(2023-09-14) Last Plotted: 2023-09-14 Project Management Initials: name: C:\USERS\LOWES.WU\DC\ACCDOCS\AECOM\CI-AMER (CAN) 60665174-RAYMOND A. BARKER WATER TREATMENT\PROJECT FILES\900 DESIGN COLLABORATION\40-DETAIL DESIGN-C2\06-L\06-L.2-DWG\SHEETS\60665174-SHT-40-L-501.DWG

EDGES CHAMFERED AT 25MM RADIUS. 2.

9 ARMOUR STONE L-501 SCALE: 1:20 9 ARMOUR STONE L-501

SCALE: 1:20

200mm GRANULAR 'A' COMPACTED TO 98% SPMDD 200mm GRANULAR 'A' COMPACTED SUBGRADE COMPACTED TO 98% SPMDD TO 98% SPMDD

SUBGRADE COMPACTED TO 98% SPMDD

L-

Checked: _____ S.U

300

TO 98% SPMDD

FILTER FABRIC 270R BY TERRAFIX

WORKING DRAWINGS N.P Designer: _____

2 UNIT PAVING - PLAZA

AREA

1829

Approved: _____ S.U

1829

Checked: _____ S.U

SUBGRADE COMPACTED TO 95%SPMDD B

CONCRETE RETAINING WALL

5 DECORATIVE AGGREGATE BANDS WITH RESTRAINTS

CONCRETE RETAINING WALL

400

SOD ON 150MM TOPSOIL

181

ARMOUR STONE 600W x 450H x 1200L, EMBEDDED 50mm.

7 CONCRETE SEAT WALL

L L-5011200SCALE: 1:20

450

400

180

CONCRETE RETAINING 3 WALL. REFER TO STRUCTURAL DWGS TOP OF WALL

CONCRETE RETAINING FINISH GRADE WALL. REFER TO STRUCTURAL DWGS

FINISH GRADE

Sept 14, 2023

450

WALL 8 STONE SEAT PUBLIC ART - LOCATION

L-501

SCALE: 1:20

FOR SCULPTURE

1 WELDED WIRE FENCE

L-503

SCALE: AS SHOWN

L-503

SHEET TITLE

CLAMPS

BASE PLATE

BASE PLATE, WITH 4 X HOLES TO ACCOMMODATE FIXING AND SUBGRADE COMPACTED WELDED GUSSETS. TO 98% SPMDD

191

NOTES FOR DETAILS #1 AND · #2:ALL STONES TO BE APPROVED BY THE LANDSCAPE

GRASSES, REFER TO DWG. No. L-104 ARCHITECT PRIOR TO INSTALLATION. AND DET. No.5/L-502 190 1. COLOUR: JET BLACK. FINAL COLOUR TO BE SELECTED BY THE LANDSCAPE ARCHITECT ARMOUR STONE 600W x 450H x 1200L, · ALL QUARRY STONE TO HAVE SPLIT OR NATURALLY FROM THE MANUFACTURER'S STANDARD RANGE. EMBEDDED 50mm. ENLARGEMENT A WEATHERED FACES, NO EXPOSED DRILL MARKINGS NOTES FOR DETAILS #1 AND #2: 189 CL 2. MOUNTING: POSTS TO BE SURFACE MOUNTED. SOD ON 150MM ARMOUR STONE 450W x 550H x 800L, TOPSOIL 1200 L 1. COLOUR: JET BLACK. FINAL COLOUR TO BE SELECTED BY THE LANDSCAPE ARCHITECT EMBEDDED 100mm. APPLY

LIMESTONE SCREENING FINISH : WELDED WIRE FENCE MOUNTING/FOUNDATION SHALL BE DESIGNED 3. SHOPFROM DRAWINGS THE MANUFACTURER'S STANDARD RANGE. ENLARGEMENT A AROUND ALL STONES. BY THE SUPPLIER. PROVIDE SHOP DRAWINGS STAMPED BY P.ENG. FOR REVIEW.

188

2. CONCRETE MULTI-USE PATHWAY ON GRANULAR BASE. REFER TO DETAIL No.1 ON THIS DRAWING. 3.

187

MOUNTING: POSTS TO BE SURFACE MOUNTED.

450

SHOP DRAWINGS: WELDED WIRE FENCE MOUNTING/FOUNDATION SHALL BE DESIGNED BY THE SUPPLIER. PROVIDE SHOP DRAWINGS STAMPED BY P.ENG. FOR REVIEW.

WELDED WIRE FENCE

200mm GRANULAR 'A' COMPACTED TO 98% SPMDD SUBGRADE COMPACTED TO 98% SPMDD

SWALE WITH LOW NATIVE GRASSES

C E

C L

200 150 CL 2 C L

183

MAX 3:1 SLOPE STONE SEAT WALL, 450mm HT. (TYP.)

MULTI-USE PATHWAY, STONE 9 ARMOUR

L-501

R W P

200mm GRANULAR 'A' COMPACTED TO 98% SPMDD

3.50m WIDE (4m WIDE WHERE SCALE: 1:20 NO STONE SEAT WALL)

SUBGRADE COMPACTED TO 98% SPMDD TYPICAL HINGE DETAIL SCALE 1:10 182

SHORELINE RESTORATION. REFER TO DWGS. C-701 TO 703

181 180

WATER LEVEL

PLAZA OR APPROVED EQUAL CLEARVU BY COCHRANE

179 178 177 176

SCALE

AS SHOWN

200 150

186

184

SLOPE

PANEL PATTERN STYLE TO BE SELECTED IN COORDINATION WITH MURAL ARTIST

450

185

CLEARVU BY COCHRANE OR APPROVED EQUAL

SCALE: AS SHOWN

FINISH

192

SCALE: 1:20

HARDSCAPE DETAILS

177

CONCRET FINISH GRA WA STRUCT

6 CONCRETE BENCH PAD

200mm GRANULAR 'A' COMPACTED DECORATIVE AGGREGATE EDGE TO 98% SPMDD

BENCH WITH BACKREST. (TYP.)

2.1m HT. MIN / FOR MURAL PAINTING BY SELECTED ARTIST

CLEAR STONE

TOP O

CONCRETE RE WALL. RE STRUCTURAL T

WELDED GUSSETS. SINGLE BOLT COMB CLAMPS.

NOTES: 1. CONCRETE BENCH PAD COLOUR WITHIN AREAS A-1, A-2 AND A-3 (INDICATED ON L-102), TO MATCH COLOUR OF ADJACENT UNIT PAVERS. FINISH - LIGHT SANDBLAST FINISH 2. FOR BENCH REFER TO DETAIL No.1 / L-504.

300

SUBGRADE CONCRETE SEAT WALL, COMPACTED TO 98% SPMDD 450mm HT. (TYP.)

* OR PLANTING BED ENLARGEMENT A SCALE 1:10 PUBLIC ART - CONCRETE WALL,

CONCRETE RETAINING WALL. REFER TO STRUCTURAL DWGS.

60665174 1

178

175

SECTION A-A SCALE 1:30

FLUSH FINISH

PROJECT NUMBER

179

176

500 MIN. OUTSIDE450 W

ISSUED FOR CONSTRUCTION 150

50mm DRIVECEL FILLED WITH EX. SURGE CHAMBER REGISTRATION COMPACTED GRANULAR 'B'

ALL STONES TO BE APPROVED BY THE LANDSCAPE CONCRETE PAVING GRASSES, REFER TO DWG. No.FENCE L-104 WELDED WIRE 150MM Ø PERFORATED SUBDRAIN, 300 DET. No.5/L-502 ARCHITECT TO INSTALLATION. (REFER TO CIVIL DWGS.) AND 183 PRIORWRAPPED 1.8m HT. IN GEOTEXTILE; REFER

TO L-103 FOR LAYOUT ALL QUARRY STONE TO HAVE SPLIT OR NATURALLY WEATHERED 182 FACES, NO EXPOSED DRILL MARKINGS

*SEED ON 100mm TOPSOIL 200

200

19mm CLEAR STONE WRAPPED IN GEOTEXTILE

SEP 14, 2023

OUTSIDE ALL QUARRY STONE TO HAVE SPLIT OR NATURALLY INSIDE WEATHEREDSECTION FACES, NO A-AEXPOSED DRILL MARKINGS SCALE 1:30

Ø14 1 JUNE 27, 2023 ISSUED FOR ADDENDUM #2 C.I.P. CONCRETE FOOTING FLUSH FINISH JUNE 6, 2023 ISSUED FOR TENDER 15M @300mm E.W. T&B,0E.F. ENLARGEMENT A I/R DATE DESCRIPTION SCALE 1:10 75mm COVER

150 TYP.

SCALE: 1:20

184

300

185

L-501

150

6 CONCRETE BENCH PAD

200 150

150

500

FOR PAVEMENT STRUCTURE REFER TO DETAIL No. 2 ON THIS DRAWING

OUTSIDE TOP OF WALL

SECTION B-B SCALE 1:30

ALL STONES TO BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

200

450

186

PRECAST CONCRETE SEAT WALL, 32MPa CONCRETE, 6% AIR ENTRAINED; Ø14 LIGHT SANDBLASTED FINISH ON ALL EXPOSED FACES

SECTION B-B SCALE 1:30

FRONT ELEVATION SCALE 1:30 INSIDE

ISSUE/REVISION

NOTES: 1. CONCRETE BENCH PAD COLOUR WITHIN AREAS A-1, A-2 AND A-3 (INDICATED ON L-102), 187 PLAZA TO MATCH COLOUR OF ADJACENT UNIT PAVERS. FINISH - LIGHT SANDBLAST FINISH 2. FOR BENCH REFER TO DETAIL No.1 / L-504.

FRONT ELEVATION SCALE 1:30

200

EXPANSION JOINT (TYP) SUBGRADE COMPACTED TO 98% SPMDD

50MM COVER ON TOP AND SIDES

OUTSIDE BUILDING, REFER FIXTURES INTERNAL TO ARCHITECTURAL (ANTI-VANDAL) DWGS.

300

Project Management Initials: EATMENT\PROJECT FILES\900 DESIGN COLLABORATION\40-DETAIL DESIGN-C2\06-L\06-L.2-DWG\SHEETS\60665174-SHT-40-L-503.DWG

600

* OR AGGREGATE SELECTED IN COORDINATION WITH ARTIST

BENCH - SURFACE MOUNTED TO CONCRETE PAD. REFER 1:20 TOL-501 DETAIL SCALE: No. 1/L-504

25mm RADIUS

DESCRIPTION 125mm THICK CONCRETE, 670 CLEARVU MESH PANELS 3305mm WIDE x PANEL 1900mmL x 670mmW 1828.8mm HIGH GALVANIZED WIRE. WWF 152 X 152 X 18.7 X 18.7 COATING: MESH GALVANIZED,THEN MARINE LEGEND (GALVANIZED) FUSION BOND COATED. DESCRIPTION NO# ITEM BENCH - SURFACE MOUNTED CLEARVU MESH PANELSPOST 3305mm WIDE x 1 TO PANEL POST COCHRANE TAPER LOCKING GALVANIZED, CONCRETE PAD. REFER HIGH GALVANIZED WIRE. SEALED STEEL CAPS THEN STRUCTURAL TO DETAIL 1828.8mm No.WITH 1/L-504 COATING: MESH GALVANIZED,THEN MARINE MARINE GRADE COATED. FUSION BOND COATED. CLAMPS SINGLE BOLT COMB CLAMPS. REFER TO TAPER LOCKING POST GALVANIZED, 2 PLAZA POST PAVING - COCHRANE DETAIL No. 2 ON THISSEALED DRAWING WITH4STEEL CAPS BASE PLATE BASE PLATE, WITH X HOLES TOTHEN STRUCTURAL MARINE GRADE COATED. X X X X ACCOMMODATE FIXING AND

NO# ITEM INTERNAL FIXTURES (ANTI-VANDAL)

INSIDE

300mm ALUMINUM STAKE BY 1 PERMALOC LOCKED INTO PRE-FORMED LOOPS ON EDGING

STAINLESS STEEL ANCHOR BOLT, 300mm O.C. (TYP)

SCALE: 1:20

400

Approved: _____ S.U

105 Commerce Valley Drive W, Markham Ontario L3T 7W3 905.886.7022 tel 905.886.9494 fax A www.aecom.com

N.P Designer: _____

670

L-501

9.52MM (3/8") EPOXIED SPLIT PEA GRAVEL, 100mm DEEP.9.52MM (3/8") EPOXIED 3390 (MAX LENGTH BETWEEN POSTS) A EPOXY SPLIT PEA GRAVEL*, 100MM DEEP. 3305 (MAX LENGTH OF PANEL) -ROMPOX ® - PROFI DEKO BY ROMEX CANADA OR APPROVED EQUAL B INSIDE FILTER FABRIC 270R BY1TERRAFIX A 3.2mm x 102mm ALUMINUM EDGE PERMASTRIP BY PERMALOC 2

50mm THICK PAVEMENT STRUCTURE REINFORECEMENT MODULES FILLED WITH GRANULAR 'A'

(GALVANIZED)

188

ISO A1 594mm x 841mm

SCALE: 1:20

BUILDING CANOPY OVERHANG

WALLS & SOFTSCAPE B

N.P Designer: _____

150

Checked: _____ S.U

FILTER FABRIC 270R BY TERRAFIX

4 CLEARSTONE AT EXISTING SURGE CHAMBER

LEGEND

3305 (MAX LENGTH OF PANEL) CL AT BUILDING ,

9.52mm (3/8") EPOXIED SPLIT PEA GRAVEL*, 100mm DEEP. EPOXY -ROMPOX ® - PROFI DEKO BY ROMEX CANADA OR APPROVED EQUAL

FOR PAVEMENT STRUCTURE REFER TO DETAIL No. 2 ON THIS DRAWING

3390 (MAX LENGTH BETWEEN POSTS)

100

FILTER FABRIC 270R BY TERRAFIX

189

50mm OPEN GRADED CRUSHED ANGULAR STONE, 300mm DEEP, WRAPPED IN GEOTEXTILE

19mm CLEAR STONE, 100mm DEEP

L SCALE: N.T.S.

NOTE: DETAIL No. 2 ON THIS DRAWING THE CONTRACTOR SHALL SUBMIT THE FABRICATOR'S DETAILED FABRICATION / SHOP DRAWINGS, PRODUCT INFORMATION, MEMBRANE BUILDING X X X X AND SPECIFICATIONS FOR THE COMPLETE ASSEMBLY OF THE PRE-CAST CONCRETE SEATING WALL FOR APPROVAL PRIOR TO 190 FABRICATION. SHOP DRAWINGS SHALL BE SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE PROVINCE OF ONTARIO.

Approved: _____ S.U

8% SPMDD

ISO A1 594mm x 841mm

SCALE: EXISITNG N.T.S. SURGE CHAMBER

125mm THICK CONCRETE, Ø SUBDRAIN, WRAPPED IN 1900mmL150mm x 670mmW GEOTEXTILE; WWF - 152 X 152 X 18.7REFER X 18.7 TO L-103 FOR LAYOUT

FILTER FABRIC 270R BY TERRAFIX

SUBGRADE COMPACTED TO 95% SPMDD

83 WELDED WIRE FENCE UNIT PAVERS PATTERN & COLOUR

L-501 CONSULTANT ISO A1 594mm x 841mm

1 CONCRETE MULTI-USE PATHWAY300(MUP)

300 19mm CLEAR STONE, 100mm DEEP

NOTE: 1. FOR ANGLES OF EACH UNIT PAVING AREA REFER TO L-102 LAYOUT

GRAD

CONCRETE RETAINING WALL. REFER TO STRUCTURAL DWGS.

AT PLAZA PAVING

EXISITNG SURGE CHAMBER

2 RAGLAN STREET PATTERN: RUNNING BOND COLLINGWOOD, ON L9Y 4T2 COLOURS: LIGHT GREY (70%), OPAL BLEND (30%)

WELDED WIRE FENCE MOUNTED ON TOP OF RETAINING WALL, REFER TO DETAIL No. 1/L-503

L-501

GRAD

CONCRETE RETAINING WALL. REFER TO STRUCTURAL DWGS.

PATTERN: RUNNING BOND

191 PLAZA PAVING - REFER TO

Checked: _____ S.U

CTED

PATTERN & COLOUR

PROMENADE PLANK , IL CAMPO 100mm x 400mm x 100mm

CONTRACT 2 - COLOURS: WTP GRANITE BLEND (70%) ; STEEL GREY (30%) A-3 PROMENADE PLANK , FINISH: IL CAMPO (70%); UMBRIANO (30%) EXPANSION (182m2) 100mm x 400mm x 100mm

VARIES REFER TO CIVIL DWGS.

192

WELDED WIRE FENCE MOUNTED ON TOP OF RETAINING WALL, REFER TO DETAIL No. 1/L-503

RAYMOND A. BARKER PATTERN: RUNNING BOND COLOUR: DARK CHARCOAL WATER TREATMENT A-2 PROMENADE PLANK , FINISH: IL CAMPO (70%); UMBRIANO (30%) PLANT EXPANSION (186m2) 100mm x 400mm x 100mm

SECTION & ELEVATION A-A

N.P Designer: _____ Project Management Initials: AIL DESIGN-C2\06-L\06-L.2-DWG\SHEETS\60665174-SHT-40-L-301.DWG

WAY TO G.

DESCRIPTION (BY UNILOCK, or approved equal)

(80m2)

L-501

x 800L,

SCALE: 1:20

PROJECTA-1

Project Management Initials: R WATER TREATMENT\PROJECT FILES\900 DESIGN COLLABORATION\40-DETAIL DESIGN-C2\06-L\06-L.2-DWG\SHEETS\60665174-SHT-40-L-503.DWG

7 UNIT PAVERS PATTERN & COLOUR

L-501

4 CLEARSTONE AT EXISTING SURGE CHAMBER

VARIES REFER TO CIVIL DWGS.

19mm CLEAR STONE

50mm OPEN GRADED CRUSHED VARIES ANGULAR STONE, 300mm DEEP, WRAPPED IN GEOTEXTILE 3.2mm x 102mm ALUMINUM EDGE PERMASTRIP, BY PERMALOC SUBGRADE COMPACTED TO 95% SPMDD

BUILDING, REFER TO ARCHITECTURAL DWGS.

* MODULES: DRIVE CELL BY GRIDFORCE , OR APPROVED EQUAL.

150mm Ø SUBDRAIN, WRAPPED IN GEOTEXTILE; REFER TO L-103 FOR LAYOUT

6 CLEARSTONE AT SURGE CHAMBER

SUBGRADE COMPACTED TO MIN.98% SPMDD

PANEL PATTERN STYLE TO BE SELECTED IN

175

TYPICAL HINGE DETAIL SCALE 1:10

2 WELDED W

L-503

SCALE: AS SHOWN

2 WELDE1

L-503

SCALE: AS SH

M 9 w

07 AYSON COTTAGE SUBDIVISION & RECREATION DEVELOPMENT Grahamdale, Manitoba | AECOM | 2022

INTRODUCTION Ayson Cottage Subdivision is a forthcoming recreation development in the Rural Municipality of Grahamdale, Manitoba, near Lake Manitoba. The project includes a new cottage subdivision, office, store, restaurant, outdoor area, and sports complex. It offers various accommodations like RV sites, yurts, cabins, and tent campsites. I played a role in researching campground design guidelines, collaborating with the Landscape Architect, and contributing to the drafting of multiple design concepts.

08 UNTITLED TORONTO CONDOS Toronto, Ontario | NAK Design Strategies | 2020

INTRODUCTION

LANDSCAPE PLAN

The new condo complex in the Yonge and Eglinton neighborhood is designed to harmonize nature and Japanese-inspired minimalism, employing a palette of plants, water, and light. The landscaping enhances curb appeal, with an extensive outdoor amenity program spanning multiple levels. Notably, residents can enjoy an indoor/ outdoor pool with a striking thirty-foot waterfall. ROOF TERRACE PLAN

"2/1 1x"2/1 1

AIR WATER AIR

"2/1 1x"2/1 1 "2/1 1x"2/1 1

WATER AIR RETAW

RIA

RETAW

1 1/2"x1 1/2"

RETAW

WATER

RIA RIA

1 1/2"x1 1/2"

AIR

RETAW RETAW

1 1/2"x1 1/2"

WATER

RIA RIA

1 1/2"x1 1/2"

"2/1 1x"2/1 1

RETAW RETAW

1 1/2"x1 1/2"

"2/1 1x"2/1 1

RIA RIA

1 1/2"x1 1/2"

"2/1 1x"2/1 1

RETAW RETAW

1 1/2"x1 1/2"

"2/1 1x"2/1 1

RIA RIA

1 1/2"x1 1/2"

"2/1 1x"2/1 1

Contractor shall check all dimensions on the work and report any discrepancy to the Landscape Architect before proceeding. All drawings and specifications are the property of the Landscape Architect and must be returned at the completion of the work. This drawing is not to be used for construction until signed by the Landscape Architect.

Issued for SPA #3

Aug. 7/20

Issued for SPA #2

May. 07/20

No. Description

Date

Revision

F N O LAN I O A N O T A R DE D L

S CT TE

ARCH APE I SC A

ASSOC I A T

City Approval Stamp

E MB E R

ONT AR

421 RONCESVALLES AVENUE, TORONTO, ON M6R 2N1 CANADA T 4 16 . 34 0 . 8 7 0 0 F 4 1 6. 3 40 . 71 0 0 N A KD E S I G N S T R A T E G I E S . C O M

Project

100 & 110-120 BROADWAY AVENUE

Title

ROOF TERRACE LANDSCAPE PLAN AREA B - LEVEL 9

BRESSA DUC - PHASE 1

Oakville, Ontario | NAK Design Strategies | 2020

INTRODUCTION

37° 31' 20"

34.61 m

23° 54' 49" 35.88 m

10°

18'

18"

5.08

9 7.8

.54

.28

56 S

.26

' 21

3 °0

3°

9° N

23 °5 8' 54 4.3 " 7m

PLANTING PLAN

The upcoming mixed-use hub in Oakville will include residential units, retail space, and a spacious outdoor podium connecting the two buildings. The distinctive paving pattern is designed to enhance walkability and connectivity within the site and to the existing sidewalk system. The stairs connecting the ground and podium levels will incorporate a series of seat walls and planters. Ample greenery, including on the podium, will balance out the hardscape. I played a role in drafting the design drawing package and developing a 3-D concept for the stairs on Dundas Street West.

°0

ÿ9

' 18" 76° 10 m 47.57 W

52° 28' 40"

25.85 m

37° 31' 20"

5.45 m

37° 31' 20"

4.15 m

W N

23.73 m

52° 23' 45"

35.89 m

52° 28' 40"

KEY PLAN

1429 DUNDAS ST W

37° 31' 20"

FHC

31 7° N

2.2

6.98 m

37° 35' 10"

14.70 m

HWY 403

7°

31 42.26 m

37° 31' 20"

BLOCK 155 (ROAD WIDENING)

37° 20' 12"

.06

37° 44' 11"

PHASE 1 9944 m²

52° 28' 40"

1.45 m

68.09 m

179.04 m

()*+,-.ÿ01213ÿ455+6,7ÿ8*9ÿ:*;*ÿ01213 122ÿ)ÿ

WORKING DRAWINGS

SURFACE TREATMENT PLAN - PODIUM LEVEL

DUNDAS STREET WEST STAIRS CONCEPT

FHC

Issued for SPA #1

Mar. 30/20

No. Description

Date

Revision FHC

MUNICIPAL

MANAGER OF DEVELOPMENT ENGINEERING

DATE

DIRECTOR OF PARKS AND OPEN SPACE

DATE

421 RONCESVALLES AVENUE, TORONTO, ON M6R 2N1 CANADA T 416.340.8700 F 416.340.7100 NAKDESIGNSTRATEGIES.COM

Project

BRESSA DUC PHASE 1

Title

LAYOUT SURFACE TREATMENT PLAN Podium Level Date

February, 24 2020

Scale

1:150

Drawn

Checked PD Job No.

20-027

Sheet

10 RESIDENTIAL LANDSCAPE DESIGN

Vaughan, Ontario | Royal Stone Landscaping & Design | 2018

LANDSCAPE PLAN

PLANTING PLAN

PERSPECTIVES

Thank You

Lowes Wu 647-223-6726 loweswu97@gmail.com