Our File No.: 143277 December 3, 2018 Goodmans Attention ... · As a result of these discussions,...

7
CC1.21 - Confidential Attachment 2 - made public on December 19, 2018 Goodmans December 3, 2018 Our File No.: 143277 Without Prejudice City of Toronto Legal Services Metro Hall 26th Floor, 55 John Street Toronto, ON M5V 3C6 Attention: Sara Amini Dear Sirs/Mesdames: Barristers & Solicitors Bay Adelaide Centre - West Tower 333 Bay Street, Suite 3400 Toronto, Ontario M5H 2S7 Telephone: 416 . 979.2211 Facsimile: 416. 979.1234 good mans .ca Direct Line: 416.597.4299 dbronski I [email protected] Re: LPAT Case No. PL140705-170 Spadina Avenue and 3, 5 and 7 Cameron Street Without Prejudice Revisions re. Hearing Continuation - January 10, 2019 As you know, we are solicitors for Queen Spadina Residences Corporation, who is the owner of the property known municipally as 170 Spadina Avenue (the "Property") and the appellant in the above-noted matter. In a decision issued February 6, 2017, the Ontario Municipal Board (as it was then known) directed certain revisions to the proposed redevelopment of the Property. Our client has worked diligently with City staff to achieve these revisions and appreciates the hard work of City staff in this regard. As a result of these discussions, we are writing on a without prejudice basis to propose revisions to satisfy remaining matters relating to built form. Built Form: The City does not object to the proposed built form as illustrated on the attached plans and drawings dated November 27, 2018, which includes rear angular plane encroachments and the 8.0 metre ground floor setback. Unit Mix: Our client agrees to construct a building on the subject site with a unit mix that includes a minimum of 37% two bedroom · units and an additional 10% three- bedroom units, as a percentage of the total number of units. Parking: The City does not object to the proposed vehicular parking ratio of 0.06 visitor vehicular spaces per unit and 0.15 resident vehicular spaces per unit, for a combined ratio of 0.21 vehicular spaces per unit.

Transcript of Our File No.: 143277 December 3, 2018 Goodmans Attention ... · As a result of these discussions,...

  • CC1.21 - Confidential Attachment 2 - made public on December 19, 2018

    Goodmans

    December 3, 2018

    Our File No.: 143277

    Without Prejudice

    City of Toronto Legal Services Metro Hall 26th Floor, 55 John Street Toronto, ON M5V 3C6

    Attention: Sara Amini

    Dear Sirs/Mesdames:

    Barristers & Solicitors

    Bay Adelaide Centre - West Tower 333 Bay Street, Suite 3400 Toronto, Ontario M5H 2S7

    Telephone: 416.979.2211 Facsimile: 416.979.1234 good mans.ca

    Direct Line: 416.597.4299 dbronski I [email protected]

    Re: LPAT Case No. PL140705-170 Spadina Avenue and 3, 5 and 7 Cameron Street Without Prejudice Revisions re. Hearing Continuation - January 10, 2019

    As you know, we are solicitors for Queen Spadina Residences Corporation, who is the owner of the property known municipally as 170 Spadina A venue (the "Property") and the appellant in the above-noted matter. In a decision issued February 6, 2017, the Ontario Municipal Board (as it was then known) directed certain revisions to the proposed redevelopment of the Property.

    Our client has worked diligently with City staff to achieve these revisions and appreciates the hard work of City staff in this regard. As a result of these discussions, we are writing on a without prejudice basis to propose revisions to satisfy remaining matters relating to built form.

    • Built Form: The City does not object to the proposed built form as illustrated on the attached plans and drawings dated November 27, 2018, which includes rear angular plane encroachments and the 8.0 metre ground floor setback.

    • Unit Mix: Our client agrees to construct a building on the subject site with a unit mix that includes a minimum of 3 7% two bedroom · units and an additional 10% three-bedroom units, as a percentage of the total number of units.

    • Parking: The City does not object to the proposed vehicular parking ratio of 0.06 visitor vehicular spaces per unit and 0.15 resident vehicular spaces per unit, for a combined ratio of 0.21 vehicular spaces per unit.

  • Goodmans Page 2

    Please note that this settlement offer will remain open until the conclusion of the City Council meeting scheduled to commence on December 13, 2018.

    Yours truly,

    Goodmans LLP

    David Bronskill DJB/

    encls. cc: Graig Uens, City Planning

    Client

    6883742

  • 14096 - 170 SPADINA2018-11-26

    sm sf sm sf sm sf sm sf sm sf

    Mech Penthouse 295.15 1 295.2 147.5 147.6 1,589 143.3 151.9 1,63512 794 1 794.0 34.8 759.2 8,172 21.7 772.2 8,312 0 2 1 1 4 811 848 1 848.4 39.2 809.2 8,710 21.7 826.8 8,899 3 1 5 2 1110 902 1 901.7 39.8 861.9 9,277 21.3 880.4 9,476 4 1 5 0 2 12

    9 955 1 954.8 35.2 919.6 9,899 21.3 933.5 10,048 4 1 6 1 1 138 1,007 1 1,006.7 35.0 971.7 10,459 21.6 985.1 10,604 4 2 6 1 1 147 1,163 1 1,162.7 35.3 1,127.4 12,135 21.4 1,141.3 12,285 3 8 6 1 186 1,163 1 1,162.7 35.3 1,127.4 12,135 21.4 1,141.3 12,285 3 8 6 1 185 1,163 1 1,162.7 35.3 1,127.4 12,135 21.4 1,141.3 12,285 3 8 6 1 184 1,164 1 1,164.0 34.9 1,129.1 12,154 21.5 1,142.6 12,298 5 6 6 1 183 1,164 1 1,164.0 34.9 1,129.1 12,154 21.5 1,142.6 12,298 5 6 6 1 182 1,175 1 1,175.0 34.9 1,140.1 12,272 22.0 1,153.0 12,411 1 6 6 1 14

    Mezzanine 943.5 1 943.5 301.1 642.4 6,914 338.9 604.6 6,507Ground 910.6 1 910.6 173.8 318.3 3,426 418.6 4,506 139.0 353.0 3,800 418.6 4,506 2 2

    P1 1646 1 1,646.0 1,530.9 115.1 1,239 0.0 1415.7 230.3 2,479 0.0 0

    12,325.4 132,671 12,599.7 135,623 0 0Indoor Amenity Deduction 196.8 Indoor Amenity Deduction 196.8

    15,291.9 12,128.6 418.6 12,402.9 418.6 0 37 48 59 2 16 2 1640% 23% 29% 36% 1% 10% 1% 99% % of Suite Type

    Site Area 1,764.80 sm Required Amenity Provided Amenity BF 2 24 Barrier Free Unit RequiredBF 4 28 Barrier Free Unit Provided

    Total NON-RES GFA 418.59 sm Indoor Amenity = 196.8 sm (1.2 sm/unit) 207 smTotal RESIDENTIAL 12,128.61 sm Outdoor Amenity = 344.4 sm (2.1 sm/unit) 345

    PARKINGCombined RES & NON-RES Gross Floor Area Totals 12,547.2 by-law 569-2013 12,821.5 by-law 438-86 Loading = 1 x Type G loading `

    Res Floor Space Index R 6.87 C 0.24 R 7.03 C 0.24 Visitor = 10 spaces (0.06 ratio)Floor Space Index (FSI) Res AND Non-Res 7.11 T 7.27 Residents = 26 spaces (0.15 ratio) `

    Total = 36 spaces (0.21 ratio)

    GFA (Non-Res)City-Wide By-Law 569-2013

    NRGFAFormer By-Law 438-86

    BEL

    OW

    G

    RA

    DE

    1 Bdrm

    Are

    a To

    tals

    &

    FSI

    RGFAFloorGBA Gross Building Area

    (no exclusions)

    TOTA

    LSG

    FA U

    SE

    Bre

    akdo

    wn

    AB

    OVE

    GR

    AD

    E

    569-2013 GFA

    Exempt* (sm)

    438-86GFA

    Exempt** (sm)

    No. Typ. Floors

    GBA/Typ. Floor (sm) GFA (Res)

    *10 Units are Proposed Rental Replacement Units - included in the unitnumber

    13 912 12

    1 Bdrm +Den

    2 Bdrm +Den

    Res Saleable Area (sf) Retail Useable

    Area (sf)2 Bdrm 3 BdrmTotal

    Suites

    Suite Breakdown

    Bach

  • UPUP

    UP

    UP

    UP

    WM

    WM

    WM

    WM

    WM

    WM

    WM

    WM

    WMWM

    WM

    WM

    WM

    WM

    WM WM WM

    WM WM

    WM

    WM

    WM

    WM

    WM

    WM

    WM

    WM

    WM

    WM

    WMWM

    WM

    WM

    WM

    WM

    WM

    WM WM

    WM

    WM

    WM

    WM

    WM

    WM

    WM

    WM

    WM

    WM

    WM

    WMWM

    WM

    WM

    WM

    WM

    WM

    WM WM WM

    WM

    WM

    WM

    WM

    WMWMWM

    WM

    WM

    WM WM WM

    WM

    WM

    WM

    WMWMWM

    WM

    WM

    WM WM

    WM

    WM

    WM

    WM

    WMWMWMWM WM

    WM

    WM

    WM WM

    WM

    WM

    WM

    WM

    WMWM

    WM

    WM

    WM

    WM

    WMWM

    WM

    WM

    WM

    CB

    CONCRETEINTERLOCKPAVING

    CONCRETEPAVING

    PLANTINGBED

    BIKE RING

    BO

    DOORSILL

    FH

    GV

    UTILIT

    Y POLE

    GW

    CU

    RB

    CU

    T

    CU

    RB

    CU

    T

    CU

    RB

    CU

    T

    CU

    RB

    CU

    T

    CU

    RB

    CU

    T

    CU

    RB

    CU

    T

    1

    2

    3

    WK

    EHW

    DOORSILLDOORSILL

    DOORSILL

    DOOR

    SILL

    0.05∅

    0.05∅

    0.05∅

    0.10∅

    STMMH

    CB

    CO

    NC

    RET

    E SI

    DEW

    ALK

    CO

    NC

    RET

    E SI

    DEW

    ALK

    CO

    NC

    RET

    E SI

    DEW

    ALK

    CO

    NC

    RET

    E PA

    D

    CO

    NC

    RET

    E SI

    DEW

    ALK

    INTE

    RLO

    CKI

    NG

    BR

    ICKS

    INTE

    RLO

    CKI

    NG

    BR

    ICKS

    INTE

    RLO

    CKI

    NG

    BR

    ICKS

    INTE

    RLO

    CKI

    NG

    BRIC

    KS

    CO

    NC

    RET

    E C

    UR

    B

    CO

    NC

    RET

    E C

    UR

    B

    CO

    NC

    RET

    E C

    UR

    B

    N 17°12'45"W

    (P1)

    (P1,MEAS)

    (P,P1,MEAS)

    N74°24'55"E (P1)

    (P1,MEAS)N74°25'30"E (P1)

    (P1,MEAS)

    N16°10'55"W

    (P1)

    (P1,SET)

    N73°56'00"E (P1)

    (P1,SET)

    N16°11'00"W

    (P1)

    N74°15'20"E (P1)(P1,MEAS)

    23.10 (P1,MEAS)

    1.42N60°56'10"W

    2.59

    N15°21 '30"W

    21.55(P)(MEAS)(MEAS)

    (P,MEAS)

    (MEAS)

    SIGN

    SIGN0.14E

    SIGN0.13E

    APPR

    OXI

    MAT

    E C

    ENTR

    ELIN

    E O

    F PA

    VEM

    ENT

    PAR

    KIN

    GM

    ETER

    PIN 21238-0186 (LT)

    PIN 21238-0167 (LT)

    PIN 21205-0199 (LT)

    PIN 21238-0156 (LT) 0160 (LT)

    PIN 21238-

    PIN 21238 - 0163 (LT)

    PIN 21238-0161 (LT)PIN 21238-0153(LT) PIN 21238-0154(LT) PIN 21238-0155(LT)

    CAMERON

    STREET

    SPADINA

    AVENUE

    (BY REGISTERED PLAN D-280)

    LOT 6

    LOT 31 LOT 32

    LOT B LOT CREGISTERED PLAN D-280

    (BY REGISTERED PLAN D-10)

    REGISTERED PLAN D-280

    SUBJECT TO RIGHT-OF-WAYAS IN CA812395

    RIGHT-OF-WAY AS IN CT457628

    RIGHT - OF - WAY AS IN CA171486 & CA171487

    PART 2 PART 4

    PART 2

    PLAN 63R-1039 PLAN 66R-23596PART 4

    PART 5

    PART 4 ABOVEAND BELLOW

    PART 1

    PART 3PART 1

    PART 5

    META

    L GATE

    WK

    LS

    0.29

    25.38

    39.40

    30.3

    6

    13.77

    3.05

    4.69

    3.05

    27.3

    1

    22.33

    18.3

    0

    21.59

    N73°49'45"EN74°11'40"E

    N16

    °12'

    55"W

    N16

    °17'

    15"W

    N74°21'00"E

    N17

    °15'

    00"W

    N74°22'30"E 21.35

    N73°55'55"E

    CC

    CC

    IB

    IB

    IB(OU)

    CC(RC)

    (SVNG)

    (OU)

    (OU)

    CUT ARROW0.04E (P1,M)

    (SVNG)

    SIB(CTS)

    (WIT)

    CC(WIT)1.00W(PROD)

    BIKERACK

    BIKERACK

    1.0%

    2.0%

    1.0%

    2.1%

    1.0%

    2.4%2.0%

    3.2%

    1.7%

    2.0%

    2.0% 1.0%

    5.0%

    0.8%

    1.5%

    2.5%

    4.0%

    3.2%

    2.7%

    5.5%

    2.8%

    4.0%

    3.0%

    4.3%

    4.7%

    2.9%

    1.3%

    2.0%

    2.0%

    3.5%

    4.0%

    2.5%

    1.7%

    3.4%

    1.1%

    2.6%

    1.8% 2.6%

    4.0% 0.8%

    2.0%

    2.0%

    2.0%

    0.5%

    2.0%

    2.3%

    3.0%

    3.5%

    5.0%

    2.4%

    1.5%

    2.0%

    3.5% 3.3%

    4.0%

    1.1%

    2.0%

    1.0%

    1.0%

    1.0%

    2.2%

    1.0%

    1.1%

    2.2%

    1.0%

    2.6%

    3.3%5.0%

    2.5%

    1.4%

    1.1%

    4.0%

    SU - Single U nit Truck, zero corr ection

    Unit Truck, zero

    correction

    PROPERTY LINE

    MAIN BUILDING ENTRANCE

    LINE OF UNDER GROUND GARAGE BELOW

    FINISH FLOOR ELEVATION

    F.F.E.

    BUILDING ENVELOPE

    00000 TOP OF ROOF

    BUILDING ENTRANCE(SECONDARY)

    EXIT

    VEHICLE / LOADING ENTRANCE / EXIT

    00000PROPOSED ELEVATION

    FIRE ACCESS ROUTEHEAVY DUTY PAVING.ASSEMBLY TO BE DESIGNED TO MEET THE LOADS IMPOSED BY FIRE FIGHTING EQUIPMENT.

    FIRE HYDRANT

    SIAMESE CONNECTION

    MANHOLE COVER

    00000

    EXISTING ELEVATION

    CATCH BASIN

    EXISTING LIGHT

    AREA DRAIN

    A4012

    A4011

    A4022

    A4021

    A B

    D E F1 G1 H1 I1

    J2 J3 LA1 D3A2 JB2

    1

    2

    4

    12

    21

    22

    B1 G HFE1D1 I

    7

    15

    19A451

    1

    SPAD

    INA

    AVEN

    UE

    CAM

    ERO

    N S

    TREE

    T

    B4 I2B3

    SID

    EW

    ALK

    ENTRANCE DRIVEWAY

    AIR INTAKE GRILL

    VEHICULAR SECURITY GATE WITH SIGN "NO ENTRY-PRIVATE DRIVE AUTHORIZED VEHICLES ONLY"

    SID

    EWAL

    K

    FIRE HYDRANT

    AIR EXHAUST GRILL

    PRIVATE LANE

    11 CAMERON STREET

    11 STOREYS10 STOREYS9 STOREYS8 STOREYS7 STOREYS

    3104

    H2

    A4521

    14

    LINE OF PARKING BELOW

    LINE OF PARKING BELOW

    LINE OF PARKING

    BELOW

    LINE OF PARKING BELOW

    LINE OF PARKING BELOW

    LINE OF BUILDING AT GRADE

    LINE OF BUILDING AT

    GRADE

    LINE OF BUILDING AT GRADE

    LINE OF BUILDING AT

    GRADE

    LINE OF BUILDING AT

    GRADE

    C3 C5

    PA PB1 P

    8

    13

    P1

    P2

    P5

    P6

    P14

    P3

    6

    P9

    C1

    12 STOREYS

    NEW 12-STOREY CONDOMINIUM BUILDING

    MECHANICAL PENTHOUSE

    GROUND FLOOR FFL: 92.25mTOFR: 132.85mBUILDING HEIGHT: 40.60mOVERALL BUILDING HEIGHT: 46.80m

    12 STOREYS

    TOFR: 132.85mHEIGHT: 40.60m

    TOFR: 137.85mHEIGHT: 45.60m

    TOFR: 129.4mHEIGHT: 37.15m

    TOFR: 126.45mHEIGHT: 34.20m

    TOFR: 123.5mHEIGHT: 31.25m

    TOFR: 120.55mHEIGHT: 28.30m

    TOFR: 117.6mHEIGHT: 25.35m

    1 STOREY

    TOFR: 99.40mHEIGHT: 7.15m

    3

    B101.S2

    A4031

    TOFR: 135.91 HEIGHT: 43.66m

    TOFR: 138.66HEIGHT: 46.41m

    ELEVATOR OVERRUN

    755

    3000 3000 3000 3000

    N74°21'00"EN74°25'30" E (P1)

    39.40 (P1, MEAS)

    N73°55'55"E (MEAS)21.59 (MEAS)21.55 (P)

    N17

    °15'

    00"W

    N17

    °12'

    45"W

    (P1)

    18.3

    0 (P

    ,ME

    AS

    )23

    .10

    (P1,

    ME

    AS

    )

    3.0

    5 (P

    ,P1,

    ME

    AS

    )4.

    69 (P

    1,M

    EA

    S)

    N74°24'55"E (P1)N74°22'30" E 21.35 (MEAS) N74°11'40"E

    N74°15'20" E (P1)25.38 (P1,MEAS)22.33 N73°56'00"E (P1)

    N73°49'45" E

    13.77 (P1,SET)

    N16

    °12'

    55"W

    N16

    °10'

    55" W

    (P1)

    27.3

    1

    RETAIL ENTRANCE AT GRADE

    RESIDENTIALENTRANCE AT GRADE

    EXIT AT GRADE

    EXIT AT GRADE

    EXIT AT GRADE

    EXIT AT GRADE

    EXIT AT GRADE

    EXIT AT GRADE

    ACCESS TO GARBAGE ROOM AND MOVING AT GRADE

    VEHICLE ENTRANCE AT GRADE

    GARBAGE RETAIL

    ACCESS TO TH

    ACCESS TO TH

    14SM STAGING AREA

    4000

    1300

    0

    SIAMESE CONNECTION

    7 STOREYS

    TOFR: 117.6mHEIGHT: 25.35m

    7 STOREYS

    TOFR: 117.6mHEIGHT: 25.35m

    12 STOREYS

    TOFR: 132.85mHEIGHT: 40.60m

    3150 4130

    2099

    BALCONIES ABOVE BALCONIES ABOVE

    1845 3

    199

    9086

    3163

    7990

    10759

    FIRE HYDRANT

    SIAMESE CONNECTION

    4096

    1

    27600

    A101.a3

    ARTIFICIAL PLANTINGS (TBD) IN RAISED CONCRETE PLANTER.

    ARTIFICIAL PLANTINGS (TBD) IN RAISED CONCRETE PLANTER.

    RAISED CONCRETE CURB

    8 BIKE RINGS16 BIKE SPACES

    PRIVACY FENCE

    RAISED CONCRETE CURB

    TYPE G LOADING SPACE

    1) THE LOADING AREA TO BE CONSTRUCTED OF 200mm THICK REINFORCED CONCRETE 2) THE SLOPE OF ACCESS ROUTE SHALL NOT EXCEED 8%3) VERTICAL CLEARANCE THROUGHOUT TEH TYPE G LOADING SPACE TO BE 6.1m4) VERTICAL CLEARANCE THROUGHOUT THE ACCESS ROTE TO BE 4.1m5)13mx4m, +/- 2%6) TRAINED STAFF TO ASSIST BIN SHUFFLING DURING GARBAGE PICK-UP OPERATION

    STAGING AREA

    1) THE STAGING AREA TO BE CONSTRUCTED OF 200mm THICK REINFORCED CONCRETE 2) THE SLOPE OF STAGING PAD SHALL NOT EXCEED 2%3) VERTICAL CLEARANCE THROUGHOUT TEH STAGING AREA TOBE 6.1m4) STAFF WILL BE ON-SITE TO MOVE BINS TO THE LOADING BAY5) THE RETAIL COLLECTION DAYS AND THE RESIDENTIALCOLLECTION DAYS TO BE SCHEDULED ON DIFFERENT DAYS

    EX

    ISTI

    NG

    C

    UR

    B C

    UT

    SID

    EW

    ALK

    ENTRANCE DRIVEWAY

    VEHICULAR SECURITY GATE WITH SIGN "NO ENTRY-PRIVATE DRIVE AUTHORIZED VEHICLES ONLY"

    SID

    EW

    ALK

    LINE OF PARKING

    BELOW

    LINE OF PARKING BELOW

    LINE OF BUILDING AT

    GRADE

    URBAN ENTRANCE WIDENING TO BE AS PER CITY STANDARD T-310.050-1

    URBAN ENTRANCE WIDENING TO BE AS PER CITY STANDARD T-310.050-1

    MH2ATOP 92.24

    EXISTING PARKING PAY STATION TO BE ELOCATED

    TREE PROTECTION HOARDINGREFER TO LANDSCAPE PLAN

    TREE PROTECTION HOARDINGREFER TO LANDSCAPE PLAN

    EXISTING STREET TREE

    EXISTING STREET TREE

    EXISTING STREET TREE

    EXISTING STREET TREE

    EXISTING BIKE RACKS (3)

    EXISTING BIKE RACKS

    EXISTING SIDEWALK

    EXISTING SIDEWALK

    EXISTING SIDEWALK

    CO

    MB

    INE

    D C

    ON

    CR

    ETE

    CU

    RB

    AN

    D S

    IDE

    WA

    LK (T

    -310

    .010

    -4)

    CO

    NC

    RE

    TE C

    UR

    B A

    ND

    GU

    TTE

    R (T

    -600

    .05-

    1)D

    ETA

    IL O

    F JO

    INTS

    FO

    R S

    IDE

    WA

    LK (T

    -310

    .010

    -1)

    SAN CONTROL MHTOP 92.31

    STM CONTROL MHTOP 91.60

    SIAMESE CONNECTION

    1 BIKE RINGS2 BIKE SPACESAT GRADE

    2 BIKE RINGS4 BIKE SPACESAT GRADE

    91.77 91.6291.6991.73

    92.20 TC

    92.32

    92.18HP

    92.17 92.02

    91.85

    91.8592.00

    91.73

    91.46

    91.56 TOP

    91.80 TOP

    91.90

    92.00

    92.23

    92.24 TC92.20

    92.34 TC92.2992.30

    92.35 TC92.3092.35

    92.36

    92.07 92.22 TC

    91.90

    92.25

    92.20

    92.14 TC

    92.07 TC

    92.04 TC

    91.98 TC

    91.82

    92.05

    92.12

    92.13

    92.1392.28 TC

    92.45 TC

    91.7791.87

    91.81

    91.84

    91.82

    91.77 TOP

    91.70 TOP91.80 HP

    91.85 91.85

    91.85

    91.78 TOP 91.15

    91.20

    91.34

    91.60 TOP

    92.31 TOP

    91.61

    91.10TC

    30501500

    7100

    2000

    4500

    2000

    3 28 9

    92.32 TOP

    92.24

    92.2792.35 TC

    GROUNDWATER SAMPLING ACCESS POINT- REFER TO CIVIL

    C2 E2 J1

    11

    17

    20

    16

    D2 I3

    10

    C4

    PC PDPC1 PE1 PF1

    PG PH

    PF

    PG1

    PI

    PJ PJ1 PK PL1

    P7

    P8

    P9a

    P11

    P13a

    P12

    PB

    PE PL

    P4

    P10

    P12a

    P13

    9

    K

    18

    5

    GAS METER

    OUTLINE OF GROUND FLOOR

    SETB

    AC

    K O

    N 2

    ND

    FL O

    OR

    5500

    LIN

    E O

    F B

    UIL

    DIN

    G A

    T G

    RA

    DE

    1001

    1001

    3750

    LIN

    E O

    F B

    UIL

    DIN

    G A

    T G

    RA

    DE

    8328

    8123

    3686

    3041

    800 0

    SETB

    ACK

    AT

    GR

    ADE

    SETB

    AC K

    AT

    GR

    ADE

    8202

    SETB

    AC K

    AT

    GR

    ADE

    8437

    SETB

    AC K

    AT

    GR

    ADE

    3691

    SETB

    AC K

    AT

    GR

    ADE

    5939

    SETB

    AC K

    AT

    GR

    ADE

    5966

    2179

    2126

    2055

    2010

    1922

    SETB

    ACK

    AT

    GR

    ADE

    6996

    SETB

    AC K

    AT

    GR

    ADE

    7071

    SETB

    AC K

    AT

    GR

    ADE

    9419

    AT

    GR

    ADE

    S ETB

    ACK

    300 2

    1 765

    1 822

    Quadrangle

    Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca

    P R O J E C T S C A L E D R A W N R E V I E W E D

    I S S U E R E C O R D

    R E V I S I O N R E C O R D

    Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work.

    for

    2018

    -11-

    27 1

    1:19

    :46

    AM

    As indicated

    G:\1

    4096

    -170

    Spa

    dina

    Ave

    nue\

    Visu

    aliz

    atio

    n\In

    Pro

    gres

    s\20

    18-1

    1-27

    -Ret

    ail\Q

    AL_

    AR

    _140

    96_1

    70 S

    padi

    na A

    venu

    e_R

    2017

    _det

    ache

    d.rv

    t

    170 Spadina, 1-7 Cameron Street

    Toronto, ON

    Site Plan

    Queen Spadina ResidencesCorp.

    14096 CQKN

    A101

    SSC

    A101 SCALE: 1 : 100SITE PLAN1

    A101Context Plan2

    A101Survey Information3

    Date No. Description

    2018-10-18 SPA-Resubmission

  • UP

    UP

    UP

    WM

    WM

    SU - Si ngle Unit Truc k, ze ro co rrec tion

    BO

    DOORSILL

    BO

    GV

    UTILIT

    Y POLE

    GW

    1

    2

    3

    WK

    EHW

    DOORSILLDOORSILL

    DOORSILL

    DOOR

    SILL

    0.05∅

    0.05∅

    0.05∅

    0.10∅

    CO

    NC

    RET

    E SI

    DEW

    ALK

    TE S

    IDEW

    ALK

    CO

    NC

    RET

    E SI

    DEW

    ALK

    CO

    NC

    RET

    E PA

    D

    CO

    NC

    RET

    E SI

    DEW

    ALK

    RLO

    CKI

    NG

    BR

    ICKS

    INTE

    RLO

    CKI

    NG

    BR

    ICKS

    INTE

    RLO

    CKI

    NG

    BR

    ICKS

    N 17°12'45"W

    (P1)

    (P1,MEAS)

    (P,P1,MEAS)

    N74°24'55"E (P1)

    (P1,MEAS)N74°25'30"E (P1)

    (P1,MEAS)

    N16°10'55"W

    (P1)

    (P1,SET)

    N73°56'00"E (P1)

    (P1,SET)

    N16°11'00"W

    (P1)

    N74°15'20"E (P1)(P1,MEAS)

    23.10 (P1,MEAS)

    1.42N60°56'10"W

    2.59

    N15°21'30"W

    21.55(P)(MEAS)(MEAS)

    (P,MEAS)

    (MEAS)

    SIGN

    SIGN0.14E

    SIGN0.13E

    PIN 21238-0167 (LT)

    PIN 21238 - 0163 (LT)

    LOT 6

    RIGHT-OF-WAY AS IN CT457628

    RIGHT - OF - WAY AS IN CA171486 & CA171487

    PART 2

    PART 5

    METAL GATE

    WK

    0.29

    25.38

    39.40

    30.3

    6

    13.77

    3.05

    4.69

    3.05

    27.3

    1

    22.33

    18.3

    0

    21.59

    N73°49'45"EN74°11'40"E

    N16

    °12'

    55"W

    N16

    °17'

    15"W

    N74°21'00"EN

    17°1

    5'00

    "W

    N74°22'30"E 21.35

    N73°55'55"E

    CC

    CC

    IB

    IB

    IB(OU)

    CC(RC)

    (SVNG)

    (OU)

    (OU)

    CUT ARROW0.04E (P1,M)

    (SVNG)

    SIB(CTS)

    (WIT)

    CC(WIT)1.00W(PROD)

    BIKERACK

    BIKERACK

    1.0%

    2.0%

    1.0%

    2.1%

    1.0%

    2.4%2.0%

    3.2%

    1.7%

    2.0%

    2.0% 1.0%

    5.0%

    0.8%

    1.5%

    2.5%

    4.0%

    3.2%

    2.7%

    5.5%

    2.8%

    4.0%

    3.0%

    4.3%

    4.7%

    2.9%

    1.3%

    2.0%

    2.0%

    3.5%

    4.0%

    2.5%

    1.7%

    3.4%

    1.1%

    2.6%

    1.8% 2.6%

    4.0% 0.8%

    2.0%

    2.0%

    2.0%

    0.5%

    2.0%

    2.3%

    3.0%

    3.5%

    5.0%

    2. 4%

    1.5%

    2.0%

    3.5% 3.3%

    4.0%

    1.1%

    2.0%

    1.0%

    1.0%

    1.0%

    2.2%

    1.0%

    1.1%

    2.2%

    1.0%

    2.6%

    3.3%5.0%

    2.5%

    1.4%

    1.1%

    4.0%

    CB CB

    DN DN

    UP

    FHC

    FHC

    A4012

    A4011

    A4022

    A4021

    A B D F1 G1 H1 I1 J3 LA1 D3A2 JB2

    1

    2

    4

    12

    21

    22

    B1 G HFE1D1 I

    7

    15

    19A451

    1

    B4 I2B3

    A50311

    ELEV. 1BF

    FFE

    ELEV. 2

    CONCIERGE

    VESTIBULE6 m²

    102

    15.82m @15%

    PRIVATE DRIVEWAY

    SID

    EW

    ALK

    ENTRANCE DRIVEWAY

    11 CAMERON STREET

    LINE OF BUILDING ON 2ND

    LAN

    DS

    CA

    PIN

    G

    OVERHEAD GARAGE DOOR TO UNDERGROUND PARKING GARAGE

    VEHICULAR SECURITY GATE WITH SIGN "NO ENTRY-PRIVATE DRIVE AUTHORIZED VEHICLES ONLY"

    VEHICULAR SECURITY GATE WITH SIGN "NO ENTRY-PRIVATE DRIVE AUTHORIZED VEHICLES ONLY"

    SENSOR DETECTING VEHICLE NEAR TOP OF RAMP, AS PART OF A SIGNAGE AND RED LIGHT WARNING SYSTEM FOR VEHICLES EXITING THE GARAGE.

    TYPE G LOADING SPACEA) 13.0M X 4.0M, +/- 2%B) 200MM CONCRETE PAD WITH REINFORCED STEEL +/- 2%C) TRAINED STAFF TO ASSIST BIN SHUFFLING DURINGGARBAGE PICK-UP OPERATIOND) STAGING AREA WILL BE 6.1M CLEAR HEIGHT. STAFF WILLBE ON-SITE TO MOVE BINS TO THE LOADING BAY.E)THE RETAIL COLLECTION DAYS AND THE RESIDENTIALCOLLECTION DAYS TO BE SCHEDULED ON DIFFERENT DAYS.

    TRI-SORTER & COMPACTOR

    LINE OF MEZZANINE FLOOR ABOVE

    6m @5%

    SID

    EW

    ALK

    BULK ROOM10 m²

    108

    STAIR B11 m²

    124

    STAIR C4 m²

    116STAIR D

    6 m²

    115

    STAIR A6 m²

    112

    TH-B L140 m²432 ft²

    TH-A L151 m²547 ft²

    6 S

    HO

    RT

    TER

    M B

    ICYC

    LE P

    AR

    KIN

    G S

    PA

    CE

    S

    14SM STAGING AREA

    1778

    3m @10%

    FFE 91.53

    GARBAGE & RECYCLE58 m²

    109

    FFE 92.25

    RETAIL ENTRANCE AT GRADE

    RESIDENTIALENTRANCE AT GRADE

    EXIT AT GRADE

    EXIT AT GRADE

    EXIT AT GRADE

    EXIT AT GRADE

    EXIT AT GRADE

    EXIT AT GRADE

    3174

    2976

    5945

    553

    2600

    2135

    818

    896

    1630

    384

    781

    2599

    2975 1618 1630 1245 1507 1093 1875 3350 1300 2855 2945 5800 5800 1175 4715 525 3200 4385 1450 1640

    958 2290 9910 6100 6100 6100 6093 5497 3385 4385 1450 16406223 16010

    GAS METER

    1756

    3010

    TRENCH DRAIN

    RES-G1

    RES-G3

    RES-R1

    RES-R3

    RES-O1

    RES-O2

    RETAIL-RRETAIL-W

    MAIL TABLE

    SHELF

    A5029

    H2

    FFE 92.02

    1A504

    2A511

    A4521

    A5117

    ENTER PHONE

    PB

    PB

    1A503

    A5028

    LOBBY/ MAIL ROOM55 m²

    101

    2154

    5790 RETAIL GFA481 m²5177 ft²

    F7 C200

    C200C200

    C200

    C250

    C200

    C200

    B2a B2a

    B2aB2aF6

    B2a

    B2a

    C250

    B2a

    B2a

    C250

    C250

    B2a

    C250

    B2a

    B2a

    C250

    C200F6

    C250

    C200

    F1 F1

    P3

    F6a

    C250

    2Db

    B3

    C250

    3D

    3D3D

    3D

    3D

    3D

    D-107b

    D-106

    D-110

    STORAGE3 m²

    104

    F7

    F2a

    2Fa

    2Fa

    A4522

    14

    6592

    C3 C5

    8

    13

    6

    C1

    3

    4089

    1350

    1350

    1350

    1350

    1349

    1256

    1990

    1255

    1064

    1350

    1350

    1350

    5%10% 15%

    88.98691.38091.680

    3000 15960

    9' -

    10"

    3000

    19' -

    10"

    6050

    RES-G2

    1670

    1223

    1223

    8%

    1223

    92.020

    1223

    2875

    SLO

    PE

    DO

    WN

    B101.S2

    CACF6 m²

    103

    RES-R2

    F5a

    B1003

    92.200

    92.200

    965

    PB

    PB

    F6

    C200

    ACCESS TO GARBAGE ROOM AND MOVING AT GRADE

    92.000

    GARBAGE RETAIL22 m²

    114

    A4031

    FIRE ROUTE

    FIRE ROUT

    E

    4A603

    5A603

    7A603

    3000

    600

    1900

    INTERCOM

    355

    PLAQUE

    6A603

    3A603

    2A603

    1A603

    8A603

    10A603

    9A603

    N74°21'00"EN74°25'30" E (P1)

    39.40 (P1, MEAS)

    N73°55'55"E (MEAS)

    21.59 (MEAS)

    21.55 (P)

    N17

    °15'

    00"W

    N17

    °12'

    45"W

    (P1)

    18.3

    0 (P

    ,ME

    AS

    )

    23.1

    0 (P

    1,M

    EA

    S)

    3.0

    5 (P

    ,P1,

    ME

    AS

    )4.

    69 (P

    1,M

    EA

    S)

    N74°24'55"E (P1)N74°22'30" E

    21.35 (MEAS)N74°11'40"EN74°15'20" E (P1)

    25.38 (P1,MEAS)22.33 N73°56'00"E (P1)

    N73°49'45" E

    13.77 (P1,SET)

    N16

    °12'

    55"W

    N16

    °10'

    55" W

    (P1)

    27.3

    1

    4000

    SH1

    SH1B2a

    B2a

    C2502Fa

    F6a

    2Fa

    2Fa

    2Fa

    F6B2a

    F6a

    2Fa

    2Fa

    2Fa

    2Fa

    F1

    F1

    F1

    2DaF5b

    F5

    F2a

    C250

    F2a

    F2a

    C200

    C300

    C250

    F5a

    F5aB2a F5

    a

    C200

    F7B2a

    F5a

    C200

    (P3)

    (P3)

    (P3)

    (P3)

    F5a

    B2a

    F2

    F2

    F2

    F2

    F2

    F2

    F2

    F2

    B2a

    B2a

    B3

    B32Db

    B2a

    2DC250

    F2

    F2 F2

    F2

    F2

    F2

    F2 F2

    SH1

    SH1

    SH1

    SH1

    F2

    F2

    F2 F2

    F2

    F2

    F2 F2

    F2 F2

    F2

    F2

    F2

    F2 F2

    F2

    C200

    F1C200

    F7

    F1

    P3

    F7 C250

    F3a

    F5F3a

    F3a

    P3

    C200

    F1

    F3a

    F3a

    F7C200

    F1

    95

    6000

    C250

    SH1

    SH1

    SH1B2a

    C200 B2a

    B2a

    C250 B2a

    3D3D

    3D3D

    RETAIL361 m²

    113

    3 C

    UB

    IC Y

    AR

    DS

    3 C

    UB

    IC Y

    AR

    DS

    3 C

    UB

    IC Y

    AR

    DS

    FIR

    E R

    OU

    TE IS

    LO

    CAT

    ED W

    HIT

    IN 3

    m T

    O 1

    5m O

    F PR

    INC

    IPLE

    EN

    TRAN

    CE

    1176

    8

    3197

    6194

    9.40m

    LINE OF BUILDING ON 2ND

    VEHICLE ENTRANCE AT GRADE

    GARBAGE RETAIL

    ACCESS TO TH

    ACCESS TO TH

    F1

    F1

    F7 C200

    F1

    2DC200

    2D

    F5b

    A5033

    A00121

    A00111

    SIAMESE CONNECTION

    A101.a3

    F2

    F2

    F2

    F2

    F2

    F2

    F2

    F2

    F2

    F2

    F2

    F2

    F2

    F2

    F2

    F2

    D-103

    D-108

    D-105 D-107a

    D-114a

    D-114b

    D-113b

    D-112

    D-109

    D-101

    D-116 D-115

    D-111

    D-102

    MAIL DELIVERY5 m²

    105

    ø 1500

    ø 1500

    MAIL3 m²

    106

    VESTIBULE11 m²

    107

    MOVING ROOM13 m²

    110

    RAMP123 m²

    117

    D-124

    ARTIFICIAL PLANTINGS (TBD) IN RAISED CONCRETE PLANTER.

    ARTIFICIAL PLANTINGS (TBD) IN RAISED CONCRETE PLANTER.

    RAISED CONCRETE CURB

    8 BIKE RINGS16 BIKE SPACES

    PR

    IVA

    CY

    FEN

    CE

    PRIVACY FENCE

    PROPOSED ROLLED CURB

    RAISED CONCRETE CURB

    91.7791.62

    91.6991.73

    92.32

    92.18HP

    92.17 92.02

    91.85

    91.8592.0092.20

    91.73

    91.46

    91.56 TOP

    91.80 TOP

    91.90

    92.00

    92.23

    92.24 TC

    92.20

    92.34 TC

    92.2992.30

    92.35 TC

    92.30

    92.35

    92.36

    92.20

    92.28 TC

    92.28 TC

    92.25 TC

    92.23 TC

    92.03 91.98

    92.02

    91.98

    92.22 TC

    92.18

    92.13

    92.10

    92.08

    91.68

    92.04

    92.0392.18TC92.21

    92.08

    92.02 TC91.87

    92.02

    92.00TC91.8591.90

    92.25

    92.20

    92.14 TC

    92.07 TC

    92.04 TC

    91.98 TC

    91.82

    92.08

    92.05

    92.12

    92.1392.20

    92.20

    92.20

    92.27

    92.35 TC

    92.28 TC

    91.77

    91.87

    91.81

    91.84

    91.82

    91.77 TOP

    91.9691.96

    91.6891.92

    91.70 TOP

    91.80 HP

    91.80 HP

    91.85 91.85

    91.85

    91.78 TOP 91.15

    91.20

    91.34

    91.60 TOP

    92.03 TOP

    92.34

    92.33 TC92.18

    92.1792.32 TC

    92.1492.29TC

    92.0992.24TC92.27

    92.04

    92.12 TOP

    92.31 TOP

    92.21

    92.25

    92.30

    92.25

    91.61

    91.10TC

    SIAMESE CONNECTION

    1m HEIGHT BOXFOR SIAMESE CONNECTION

    SAN CONTROL MHTOP 92.31

    STM CONTROL MHTOP 91.60

    TREE PROTECTION HOARDINGREFER TO LANDSCAPE PLAN

    TREE PROTECTION HOARDINGREFER TO LANDSCAPE PLAN

    EXISTING STREET TREE

    EXISTING STREET TREE

    EXISTING STREET TREE

    EXISTING STREET TREE

    EXISTING BIKE RACKS (3)

    EXISTING BIKE RACKS

    RAISED PLANTERREFER TO LANDSCAPE

    1 BIKE RINGS2 BIKE SPACES

    2 BIKE RINGS4 BIKE SPACES

    EXISTING SIDEWALK

    EXISTING SIDEWALK

    RAISED PLANTERREFER TO LANDSCAPE

    AIR EXHAUST GRILL

    AIR INTAKE GRILL

    TYPE G LOADING SPACE

    1) THE LOADING AREA TO BECONSTRUCTED OF 200mm THICKREINFORCED CONCRETE

    2) THE SLOPE OF ACCESS ROUTE SHALL NOT EXCEED 8%

    3) VERTICAL CLEARANCETHROUGHOUT THE TYPE GLOADING SPACE TO BE 6.1m

    4) VERTICAL CLEARANCETHROUGHOUT THE ACCESS ROTETO BE 4.1m

    5)13mx4m, +/- 2%

    6) TRAINED STAFF TO ASSIST BIN SHUFFLING DURING GARBAGE PICK-UP OPERATION

    STAGING AREA

    1) THE STAGING AREA TO BECONSTRUCTED OF 200mm THICKREINFORCED CONCRETE

    2) THE SLOPE OF STAGING PAD SHALL NOT EXCEED 2%

    3) VERTICAL CLEARANCETHROUGHOUT TEH STAGING AREATO BE 6.1m

    4) STAFF WILL BE ON-SITE TOMOVE BINS TO THE LOADING BAY

    5) THE RETAIL COLLECTION DAYS AND THE RESIDENTIAL COLLECTION DAYS TO BE SCHEDULED ON DIFFERENT DAYS

    92.250

    SLOPE DN

    5%

    MILLWORK

    92.32 TOP

    92.24

    92.2792.35 TC

    DEPRESSED CURB

    TRA

    NS

    ITIO

    N F

    RO

    M

    DE

    PR

    ES

    SE

    D C

    UR

    B

    GROUNDWATER SAMPLING ACCESS POINT- REFER TO CIVIL

    F6

    4A504

    A5046

    SF2

    CL9a

    164 UNITS168 BOXES25 WIDE x 8HIGH (12'-6")

    REFER TO ID

    REFERT TO ID

    RE

    FER

    T TO

    ID

    REFERT TO ID

    STAIR E15 m²

    111

    B2a

    B2a

    B2a

    C200

    GL-1

    F6

    F3

    F7

    3D

    F6a

    EF

    C200F1

    B2a

    B2a

    B2a

    1E

    1E

    1E

    1E

    6D

    6D

    F5a

    2Fa

    2Fa

    2Da

    2Fa

    2Da

    2Fa

    GL-1

    2Fa

    2Fa

    F5b

    2Da

    F1

    F5b

    F5b

    F5b

    F5b

    B2a

    B2a

    F5b

    2Da

    2Fa

    F5b

    2FaF5b

    2FaF5b

    2Fa

    F5b

    2FaF5b

    2Da

    F5b2Fa

    2Fa

    F5b

    2FaF5b

    2Da

    F5b

    F5b

    F5b

    2Fa

    2Da

    F5b2Da

    2Da

    F5b

    F5b

    2Da

    2DC2

    50F5

    bF7

    2DF5b

    2D

    2DC250

    2DC200

    2DC200

    2D

    2DC200

    2D

    C2002D

    P5

    P3

    P3

    P3

    P3

    P3 P3

    P3

    P7P3

    P3P7

    P3

    P3

    EF

    2D

    F5b

    F5b

    F5b

    F5b

    EF

    EF2Da

    F1F7 C200

    EF

    EF 3D2F

    aF6

    aC3

    00

    EFC300

    C250

    EF

    4B B2a

    4B B2a

    2D

    2D

    2DbB2a

    2DbB3

    C250

    2DB3

    2DC250

    C250

    B2a

    EFEF

    EFEFEF3D

    2DaC2502Da

    2Fa

    2Fa

    EF

    B2a

    T05B

    T04 T03B

    T07f T03C

    2856

    573

    397

    1085

    365

    568

    1714 677 1193 2030

    1888

    3770

    1017

    3570

    1068

    3076

    707

    1055

    4852 827

    400

    2579

    371

    469

    1185

    365

    384

    203

    4194

    770

    992

    3883

    1067

    400

    3774

    1591

    2109

    1489 745 1919 1028 1923

    202

    202 6887

    423 6114 133

    814

    LIVING/DINING/KITCHEN

    LIVING/DINING/KITCHEN

    WASHROOM

    WASHROOMW/D

    W/D

    C2 E2 J1

    11

    17

    20

    16

    D2 I3

    10

    C4

    9

    K

    18

    5

    FIRE RATED BULKHEAD REFER TO MECHANICAL

    600x200 INTAKE LOUVRE WITH FD & MD COORDINATE WITH MECH

    1000x400 EXHAUST LOUVRE WITH FD & MD COORDINATE WITH MECH

    B2a

    355

    600

    HOSE BIBB

    92.20 FD

    92.25 HP

    92.20 FD

    92.25 HP

    92.25 HP 92.25HP

    92.25HP

    92.25HP

    800 0

    SETB

    ACK

    AT

    GR

    ADE

    SETB

    AC K

    AT

    GR

    ADE

    8437

    SETB

    AC K

    AT

    GR

    ADE

    8202

    SETB

    AC K

    AT

    GR

    ADE

    3691

    SETB

    AC K

    AT

    GR

    ADE

    5939

    SETB

    AC K

    AT

    GR

    ADE

    5966

    2179

    2126

    2055

    2010

    1922

    SETB

    ACK

    AT

    GR

    ADE

    6996

    SETB

    AC K

    AT

    GR

    ADE

    7071 SE

    TBA

    C K A

    T G

    RAD

    E94

    19

    S ET B

    ACK

    AT

    GR

    ADE

    3 002

    1 765

    1 822

    SETBACK AT GRADE

    SETBACK AT GRADE

    SETBACK AT GRADE

    SETBACK AT GRADE

    SETBACK AT GRADE

    SETB

    AC

    K A

    T G

    RA

    DE

    SETB

    AC

    K A

    T G

    RA

    DE

    BUILDING ABOVE

    Suspended Acoustic Ceiling, Below Mechanical Penthouse, Garbage Rooms

    CL8

    Suspended Acoustic Ceiling, Amenity CL9

    Suspended Acoustic Ceiling, Moving Room, Retail Garbage

    CL9a

    Dropped Soffit, ExteriorSF2

    CEILINGS LEGEND

    Quadrangle

    Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca

    P R O J E C T S C A L E D R A W N R E V I E W E D

    I S S U E R E C O R D

    R E V I S I O N R E C O R D

    Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work.

    for

    2018

    -11-

    27 1

    1:19

    :51

    AM

    As indicated

    G:\1

    4096

    -170

    Spa

    dina

    Ave

    nue\

    Visu

    aliz

    atio

    n\In

    Pro

    gres

    s\20

    18-1

    1-27

    -Ret

    ail\Q

    AL_

    AR

    _140

    96_1

    70 S

    padi

    na A

    venu

    e_R

    2017

    _det

    ache

    d.rv

    t

    170 Spadina, 1-7 Cameron Street

    Toronto, ON

    Ground Floor Plan

    Queen Spadina ResidencesCorp.

    14096 KN

    A201

    SSC

    Date No. Description

    2018-10-18 SPA-Resubmission

  • RESIDENTIAL GROUNDFLOOR92.25

    FLOOR 2 / Level 299.05

    FLOOR 3/ Level 3102.50

    FLOOR 5/ Level 4105.45

    P1 UNDERGROUND87.73

    FLOOR 7/Level 6111.35

    FLOOR 8/Level 7114.30

    FLOOR 9/Level 8117.25

    FLOOR 10/Level 9120.20

    FLOOR 11/Level 10123.15

    FLOOR 12/Level 11126.10

    FLOOR PH/ Level 12129.05

    MPH132.45

    FLOOR 6/Level 5108.40

    MPH ROOF137.45

    LEVEL 1A95.65

    A4511

    ELEVATOR OVERRUN138.40

    RETAIL FFE91.53

    950

    4600

    400

    3400

    2950

    2950

    2950

    2500

    450

    2950

    2950

    2950

    2950

    2950

    3450

    3400

    3400

    PRO

    POSE

    D B

    UIL

    DIN

    G H

    EIG

    HT

    4060

    0

    2545

    0

    FLOOR 8 TOFR117.70

    AMENITY TERRACE132.85

    PR

    OP

    ER

    TY L

    INE

    PR

    OP

    ER

    TY L

    INE

    3135

    1200

    0 BI

    RD

    FR

    IEN

    DLY

    TR

    EATM

    ENT

    2550

    6502

    00

    PC2

    LEVEL 8/ Level 7114.30

    TOWNHOUSES FFE92.20

    PC3

    PC1

    GL2

    PC1

    GL1

    MT2

    ?

    PC2

    PC1

    GL2

    SOFFIT LIGHTING

    SOFFIT LIGHTING

    TOWNHOUSE ENTRANCE TOWNHOUSE ENTRANCE PARKING ENTRANCE RETAIL EMERGENCY EXIT

    GL1

    VG1VG1

    PC1

    GL2

    GL1

    VG1

    PC1

    GL1GL1

    GL1

    VG1

    GL2

    VG2

    VG2

    GL1

    VG1

    VG1

    GL2

    VG2

    GL1

    VG1

    PC1

    VG2

    PC1

    PC2

    PC1

    PC2

    PC2PC2

    PC2

    HE

    IGH

    T TO

    TO

    P O

    F FI

    NIS

    HE

    D R

    OO

    F

    11 17 201610P7 P8 P9a P11 P13aP12P4 P10 P12a P139 185

    GL1

    VG2

    VG2

    VG2VG2

    MT1MT1

    MT1MT1

    MT1 MT1

    MT1

    MT1

    RESIDENTIAL GROUNDFLOOR92.25

    A

    FLOOR 2 / Level 299.05

    FLOOR 3/ Level 3102.50

    FLOOR 5/ Level 4105.45

    P1 UNDERGROUND87.73

    FLOOR 7/Level 6111.35

    FLOOR 8/Level 7114.30

    FLOOR 9/Level 8117.25

    FLOOR 10/Level 9120.20

    FLOOR 11/Level 10123.15

    FLOOR 12/Level 11126.10

    FLOOR PH/ Level 12129.05

    MPH132.45

    FLOOR 6/Level 5108.40

    MPH ROOF137.45

    LEVEL 1A95.65

    ELEVATOR OVERRUN138.40

    RETAIL FFE91.53

    950

    4600

    400

    3400

    2950

    2950

    2950

    2500

    450

    2950

    2950

    2950

    2950

    2950

    3450

    3400

    3400

    PRO

    POSE

    D B

    UIL

    DIN

    G H

    EIG

    HT

    4060

    0

    2545

    0

    FLOOR 8 TOFR117.70

    AMENITY TERRACE132.85

    PR

    OP

    ER

    TY L

    INE

    PR

    OP

    ER

    TY L

    INE

    (NO

    T 90

    DE

    GR

    EE

    S F

    RO

    M V

    IEW

    )

    VG1

    EXISTING BUILDING SPADINA AVENUE

    1200

    0 H

    EIG

    HT

    OF

    BIR

    D F

    RIE

    ND

    LY T

    REA

    TMEN

    T

    12238

    6238

    3233

    SOFFIT LIGHTINGLOADING AREA

    A4521

    PC1

    GL1

    GL1

    PC1

    PC1

    22518

    9238

    15238

    18363

    HEI

    GH

    T TO

    TO

    P O

    F M

    ECH

    ANIC

    AL R

    OO

    F45

    200

    PC2

    LEVEL 8/ Level 7114.30

    TOWNHOUSES FFE92.20

    VG2PC1

    GL1

    SOFFIT LIGHTING

    VISITOR PARKING EXITRESIDENT PARKING EXIT

    WALL MOUNTED DOWNLIGHT FIXTURE WILL BE PROVIDED

    WALL MOUNTED DOWNLIGHT FIXTURE WILL BE PROVIDED

    SOFFIT LIGHTING

    GL2

    PC1

    GL2

    PC1 PC3

    PC3VG1

    GL1

    GL2

    PC2

    EF

    PC2PC1

    PC1

    PC1

    GL2

    GL2

    VG2VG2

    VG2

    GL1

    VG1VG1

    VG1

    PC1

    PC2

    PC1

    GL2

    VG2

    VG2

    VG2

    GL1

    VG1

    VG1

    VG1

    PC3PC1

    PC1

    HE

    IGH

    T TO

    TO

    P O

    F FI

    NIS

    HE

    D R

    OO

    F

    C2 E2 J1D2 I3C4PC PDPC1 PE1 PF1 PG PHPF PG1 PI PJ PJ1 PK PL1PB PLK

    PC2

    PC2

    PC1

    PC2PC2

    PC2PC1

    PC2

    PC2

    PC2

    PC1

    VG2 VG2 VG2

    LV1LV1LV1

    LV1

    MT1MT1MT1

    MT1MT1MT1

    MT1MT1

    MT1

    MT1

    VG1

    VG1

    MT1

    MT1MT1

    MT1MT1

    MT1 MT1

    MT1

    2400

    0

    LEGEND:

    ARCHITECTURAL CONCRETE PRECAST PANEL -WHITE

    MT1 MULLIONS, LOUVERS, WINDOW FLASHING,RAILINGS - DARK GREY

    VG2 VISION GLASS - RESIDENTIAL - BIRD FRIENDLY

    VG1 VISION GLASS - RESIDENTIAL

    VG3 VISION GLASS - RETAIL

    GL1 GLASS RAILING - CLEAR

    GL2 GLASS RAILING - BIRD FRIENDLY

    MT2 METAL PANEL, RAINSCREEN CLADDING - COPPER

    ST1 GRANITE STONE TILES

    A MINIMUM OF 85% OF ALL EXTERIOR GLAZING WITHIN THE FIRST 12M OF THE BUILDING ABOVE GRADE, AND FIRST 4 M OF GLAZING ABOVE THE FEATURE NEAR THE ROOFTOP VEGETATION WILL BE TREATED AS BIRD FRIENDLY GLAZING.

    VG4 VISION GLASS - RETAIL - BIRD FRIENDLY

    PC3

    PC1 BRICK EMBEDDED IN PRECAST - RED

    PC2 BRICK EMBEDDED IN PRECAST - DARK GREY

    LV1 ARCHITECTURAL LOUVER

    SG1 TOP HAT METAL PANEL/ DARK GREY

    MT3 METAL PANEL / RAINSCREEN CLADDING - DARK GREY

    MT4 METAL PANEL CEILING - COPPER

    EF EIFS - DARK GREY

    Quadrangle

    Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca

    P R O J E C T S C A L E D R A W N R E V I E W E D

    I S S U E R E C O R D

    R E V I S I O N R E C O R D

    Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work.

    for

    2018

    -11-

    27 1

    1:20

    :11

    AM

    As indicated

    G:\1

    4096

    -170

    Spa

    dina

    Ave

    nue\

    Visu

    aliz

    atio

    n\In

    Pro

    gres

    s\20

    18-1

    1-27

    -Ret

    ail\Q

    AL_

    AR

    _140

    96_1

    70 S

    padi

    na A

    venu

    e_R

    2017

    _det

    ache

    d.rv

    t

    170 Spadina, 1-7 Cameron Street

    Toronto, ON

    West & South Elevations

    Queen Spadina ResidencesCorp.

    14096 LGJ

    A402

    SSCA402 SCALE: 1 : 100

    WEST ELEVATION (CAMERON STREET)1A402 SCALE: 1 : 100

    SOUTH ELEVATION2

    Date No. Description

    2018-10-18 SPA-Resubmission

  • RESIDENTIAL GROUNDFLOOR92.25

    FLOOR 2 / Level 299.05

    FLOOR 3/ Level 3102.50

    FLOOR 5/ Level 4105.45

    P1 UNDERGROUND87.73

    FLOOR 7/Level 6111.35

    FLOOR 8/Level 7114.30

    FLOOR 9/Level 8117.25

    FLOOR 10/Level 9120.20

    FLOOR 11/Level 10123.15

    FLOOR 12/Level 11126.10

    FLOOR PH/ Level 12129.05

    MPH132.45

    FLOOR 6/Level 5108.40

    MPH ROOF137.45

    LEVEL 1A95.65

    A4511

    ELEVATOR OVERRUN138.40

    RETAIL FFE91.53

    950

    4600

    400

    3400

    2950

    2950

    2950

    2500

    450

    2950

    2950

    2950

    2950

    2950

    3450

    3400

    3400

    PRO

    POSE

    D B

    UIL

    DIN

    G H

    EIG

    HT

    4060

    0

    2545

    0

    FLOOR 8 TOFR117.70

    AMENITY TERRACE132.85

    PR

    OP

    ER

    TY L

    INE

    PR

    OP

    ER

    TY L

    INE

    3135

    1200

    0 BI

    RD

    FR

    IEN

    DLY

    TR

    EATM

    ENT

    2550

    6502

    00

    PC2

    LEVEL 8/ Level 7114.30

    TOWNHOUSES FFE92.20

    PC3

    PC1

    GL2

    PC1

    GL1

    MT2

    ?

    PC2

    PC1

    GL2

    SOFFIT LIGHTING

    SOFFIT LIGHTING

    TOWNHOUSE ENTRANCE TOWNHOUSE ENTRANCE PARKING ENTRANCE RETAIL EMERGENCY EXIT

    GL1

    VG1VG1

    PC1

    GL2

    GL1

    VG1

    PC1

    GL1GL1

    GL1

    VG1

    GL2

    VG2

    VG2

    GL1

    VG1

    VG1

    GL2

    VG2

    GL1

    VG1

    PC1

    VG2

    PC1

    PC2

    PC1

    PC2

    PC2PC2

    PC2

    HE

    IGH

    T TO

    TO

    P O

    F FI

    NIS

    HE

    D R

    OO

    F

    11 17 201610P7 P8 P9a P11 P13aP12P4 P10 P12a P139 185

    GL1

    VG2

    VG2

    VG2VG2

    MT1MT1

    MT1MT1

    MT1 MT1

    MT1

    MT1

    RESIDENTIAL GROUNDFLOOR92.25

    A

    FLOOR 2 / Level 299.05

    FLOOR 3/ Level 3102.50

    FLOOR 5/ Level 4105.45

    P1 UNDERGROUND87.73

    FLOOR 7/Level 6111.35

    FLOOR 8/Level 7114.30

    FLOOR 9/Level 8117.25

    FLOOR 10/Level 9120.20

    FLOOR 11/Level 10123.15

    FLOOR 12/Level 11126.10

    FLOOR PH/ Level 12129.05

    MPH132.45

    FLOOR 6/Level 5108.40

    MPH ROOF137.45

    LEVEL 1A95.65

    ELEVATOR OVERRUN138.40

    RETAIL FFE91.53

    950

    4600

    400

    3400

    2950

    2950

    2950

    2500

    450

    2950

    2950

    2950

    2950

    2950

    3450

    3400

    3400

    PRO

    POSE

    D B

    UIL

    DIN

    G H

    EIG

    HT

    4060

    0

    2545

    0

    FLOOR 8 TOFR117.70

    AMENITY TERRACE132.85

    PR

    OP

    ER

    TY L

    INE

    PR

    OP

    ER

    TY L

    INE

    (NO

    T 90

    DE

    GR

    EE

    S F

    RO

    M V

    IEW

    )

    VG1

    EXISTING BUILDING SPADINA AVENUE

    1200

    0 H

    EIG

    HT

    OF

    BIR

    D F

    RIE

    ND

    LY T

    REA

    TMEN

    T

    12238

    6238

    3233

    SOFFIT LIGHTINGLOADING AREA

    A4521

    PC1

    GL1

    GL1

    PC1

    PC1

    22518

    9238

    15238

    18363

    HEI

    GH

    T TO

    TO

    P O

    F M

    ECH

    ANIC

    AL R

    OO

    F45

    200

    PC2

    LEVEL 8/ Level 7114.30

    TOWNHOUSES FFE92.20

    VG2PC1

    GL1

    SOFFIT LIGHTING

    VISITOR PARKING EXITRESIDENT PARKING EXIT

    WALL MOUNTED DOWNLIGHT FIXTURE WILL BE PROVIDED

    WALL MOUNTED DOWNLIGHT FIXTURE WILL BE PROVIDED

    SOFFIT LIGHTING

    GL2

    PC1

    GL2

    PC1 PC3

    PC3VG1

    GL1

    GL2

    PC2

    EF

    PC2PC1

    PC1

    PC1

    GL2

    GL2

    VG2VG2

    VG2

    GL1

    VG1VG1

    VG1

    PC1

    PC2

    PC1

    GL2

    VG2

    VG2

    VG2

    GL1

    VG1

    VG1

    VG1

    PC3PC1

    PC1

    HE

    IGH

    T TO

    TO

    P O

    F FI

    NIS

    HE

    D R

    OO

    F

    C2 E2 J1D2 I3C4PC PDPC1 PE1 PF1 PG PHPF PG1 PI PJ PJ1 PK PL1PB PLK

    PC2

    PC2

    PC1

    PC2PC2

    PC2PC1

    PC2

    PC2

    PC2

    PC1

    VG2 VG2 VG2

    LV1LV1LV1

    LV1

    MT1MT1MT1

    MT1MT1MT1

    MT1MT1

    MT1

    MT1

    VG1

    VG1

    MT1

    MT1MT1

    MT1MT1

    MT1 MT1

    MT1

    2400

    0

    LEGEND:

    ARCHITECTURAL CONCRETE PRECAST PANEL -WHITE

    MT1 MULLIONS, LOUVERS, WINDOW FLASHING, RAILINGS - DARK GREY

    VG2 VISION GLASS - RESIDENTIAL - BIRD FRIENDLY

    VG1 VISION GLASS - RESIDENTIAL

    VG3 VISION GLASS - RETAIL

    GL1 GLASS RAILING - CLEAR

    GL2 GLASS RAILING - BIRD FRIENDLY

    MT2 METAL PANEL, RAINSCREEN CLADDING - COPPER

    ST1 GRANITE STONE TILES

    A MINIMUM OF 85% OF ALL EXTERIOR GLAZING WITHIN THE FIRST 12M OF THE BUILDING ABOVE GRADE, AND FIRST 4 M OF GLAZING ABOVE THE FEATURE NEAR THE ROOFTOP VEGETATION WILL BE TREATED AS BIRD FRIENDLY GLAZING.

    VG4 VISION GLASS - RETAIL - BIRD FRIENDLY

    PC3

    PC1 BRICK EMBEDDED IN PRECAST - RED

    PC2 BRICK EMBEDDED IN PRECAST - DARK GREY

    LV1 ARCHITECTURAL LOUVER

    SG1 TOP HAT METAL PANEL/ DARK GREY

    MT3 METAL PANEL / RAINSCREEN CLADDING - DARK GREY

    MT4 METAL PANEL CEILING - COPPER

    EF EIFS - DARK GREY

    Quadrangle

    Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca

    P R O J E C T S C A L E D R A W N R E V I E W E D

    I S S U E R E C O R D

    R E V I S I O N R E C O R D

    Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work.

    for

    2018

    -11-

    27 1

    1:20

    :11

    AM

    As indicated

    G:\1

    4096

    -170

    Spa

    dina

    Ave

    nue\

    Visu

    aliz

    atio

    n\In

    Pro

    gres

    s\20

    18-1

    1-27

    -Ret

    ail\Q

    AL_

    AR

    _140

    96_1

    70 S

    padi

    na A

    venu

    e_R

    2017

    _det

    ache

    d.rv

    t

    170 Spadina, 1-7 Cameron Street

    Toronto, ON

    West & South Elevations

    Queen Spadina ResidencesCorp.

    14096 LGJ

    A402

    SSCA402 SCALE: 1 : 100

    WEST ELEVATION (CAMERON STREET)1A402 SCALE: 1 : 100

    SOUTH ELEVATION2

    Date No. Description

    2018-10-18 SPA-Resubmission