Updated noise study revised - Waterloo

JJ Acoustic Engineering Ltd.

[email protected]

226-346-6473

July 9, 2020 Reference No. JJ-00242-R1

Brian McMullan

VP | Partner

Society Development Inc.

1418 Ontario Street, Burlington, ON L7S 1G4

Dear Mr. McMullan:

Re: Re-Review of Noise Impact with Height Change

145 Columbia Street West, Waterloo, Ontario

1. Introduction

It should be noted that JJAE has not reviewed any calculations from the Stantec Report and has

recreated an acoustic model based off of the new size of the building and the mechanical data

provided for the 330 Phillip development. This report in no way replaces the Stantec Report and only

means to confirm that the change in building height will not change what was already determined.

JJ Acoustic Engineering Ltd. (JJAE) was retained to update the already completed Noise Impact Study (Study) for the two-tower residential development located at 145 Columbia Street West in Waterloo, Ontario (Site). An original analysis was completed by Stantec titled “Rise Real Estate Inc. Icon Residences Phase 2 – Noise Impact Study” project number 160951015 and dated March 19, 2018 (Stantec Report). This report solely discusses the impact of the stationary noise sources from neighboring buildings to the development. It should be noted that the building is going through a zoning change to allow for additional building height and residential floors. JJAE has reviewed this and implemented it in our design for noise impact from the neighboring buildings to the development. The Stantec report discusses the noise impact from the development to the neighboring buildings and with the height change will not drastically change the results from the Stantec Report. However, an increase in height could cause problems for the noise from the adjacent 330 Phillip Street building and the development. Therefore, this report will only focus on the noise impact from the 330 Phillip building and any other noise sources JJAE considers to be significant off-site sources (such as the University building HVAC equipment on the rooftop.

mailto:[email protected]


[email protected]

226-346-6473 2

The following attachments are also part of the report:

• Attachment A – Site Plan

• Attachment B – Figures

• Attachment C – Stationary Source Noise Data

2. Changes to the Site and Building Heights

The existing modeled buildings were 15 storeys for Building D and 20 storeys for Building C. The

revised building heights have been changed to 20 storeys for building D and 23 storeys for Building C.

For the purpose of this report, JJAE has implemented the 20 storeys for Building D and 23 storeys for

Building C.

3. Stationary Noise Impact Analysis

3.1 Stationary Noise Impact Sound Level Criteria

The general criteria for stationary noise sources are defined by NPC 300. The criteria defined in

Table C-5 and C-6, "Exclusion Limit Values of One-Hour Equivalent Sound Level (Leq, dBA)

Outdoor Points of Reception" and "Exclusion Limit Values of One-Hour Equivalent Sound Level

(Leq, dBA) Plane of Window of Noise Sensitive Spaces" are used to evaluate the noise impact at the

proposed development.

The criteria for a Class 1 area have been summarized below:

Receiver Category Time Period Stationary Noise

Criteria

Outdoor Living Area (OLA) Day = 7:00 to 23:00 Leq = 50 dBA

Plane of Window (POW) Day = 7:00 to 23:00 Leq = 50 dBA

Night = 23:00 to 7:00 Leq = 45 dBA

From the Stantec Report “Table 4-1 Traffic Modelling Results” the noise levels for road traffic were

above the noise limits. Due to elevated traffic noise impact levels within the area, the noise limits for

the Site have been elevated. JJAE has provided a table below summarizing the Day and Night noise

levels from the Stantec Report.

Receiver Category Time Period Site Specific Stationary

Noise Criteria

Plane of Window (POW) Day = 7:00 to 23:00 Leq Building C = 56 dBA

Leq Building D = 62 dBA

Night = 23:00 to 7:00 Leq Building C = 50 dBA

Leq Building D = 56 dBA



[email protected]

226-346-6473 3

3.2 Modelling Methodology

The stationary noise impact was evaluated using the CADNA A acoustic modelling software that is

based on the ISO 9613-2 standard.

JJAE was able to reverse engineer the Stantec Report and acquire similar values to compare the

modeling differences between the 23 storey and 20 storey from the original model and 20 storey and

15 Storey Buildings D and C, respectively. JJAE has only reviewed noise impact from the

neighboring building, mostly 330 Phillip, which would likely have the highest noise impact possibility

due to the increased height.

Note that all noise source data was taken directly from the Stantec Report and mechanical data

provided by the mechanical engineer at 330 Phillip and no further information was gathered or

obtained otherwise.

4. Noise Impact Summary – from Site

4.1 Noise Impact Summary from Environment to Site

The largest contributor to noise was the 330 Phillip building which had the following rooftop

equipment:

• 2 Cooling Tower

• 2 Medium HVAC Units

• 3 Make Up Air Unit

Other mechanical equipment located on the roof were determined to be environmentally insignificant

and acoustic data for the significant equipment stated above is provided in Attachment C. The noise

impact from the neighboring buildings to the Site is also illustrated on Figure 1 and summarized in the

following table.

Location

Worst Case

Daytime Sound

Level (dBA)

Daytime Site-

Specific Noise

Limit (dBA)

Worst Case

Nighttime Sound

Level (dBA)

Nighttime Site-

Specific Noise

Limit (dBA)

Limits

met

Building C 51 50 50 Yes

Building D 52 62 52 Yes

55

55



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226-346-6473 4

5. Conclusions

The results of this Study indicate that the potential environmental impact from 330 Phillip and the

change in height from 15 storeys and 20 storeys to 20 storeys and 23 storeys for Buildings D and C,

respectively, is still below the site-specific noise impact limits. Therefore, no change to the mitigation

controls stated in the Stantec Report are required.

Should you have any questions on the above, please do not hesitate to contact us.

Yours truly,

Joey Jraige, P.Eng., B.A.Sc.

July 9, 2020


ATTACHMENT A

FD

FD

FD

FD

FD

FD

FD

FD

FD

OPEN AIR EXIT STAIR

RAMP DN

TOWER "C"

PROPOSED

23 STOREYS

60.68 m - 339.5 FFE

PROPERTY LINE

PROPERTY LINE

LINE OF BUILDING ABOVE LINE OF BUILDING ABOVE

CO

LU

MB

IA S

TR

EE

T W

ES

T

MA

IN

EN

TR

AN

CE

RE

TA

IL

EN

TR

AN

CE

RE

SID

EN

TE

NT

RA

NC

E

RE

SID

EN

TE

NT

RA

NC

E

SIAMESE CONNECTION

CONCRETE CURB

LANDSCAPE AREA LANDSCAPE AREA

PEDESTRIAN ACCESS TO 330 PHILLIP STREET (STAIRS)

1.4% SLOPE

A.110

RE

TA

IL

EN

TR

AN

CE

RETAIL FLOOR

338.90 FFE

PROPOSED GAS METERS

CO

NC

RE

TE

SID

EW

AL

K

CO

NC

RE

TE

SID

EW

AL

K

2.7% SLOPE

CANOPY ABOVE

N6

4°

33

'10

"E3

5.0

7 m

N27°13'20"W(N27°10'25"W P, P1)

136.40 m

N6

4°0

7'2

5"E

35

.07

m

(N27°12'50"W P1)N27°13'20"W

136.14 m

ROAD WIDENING

3600

SETBACK

5000

CONCRETE CURB

LINE OF BUILDING ABOVE

FIR

E R

OU

TE

FIR

E R

OU

TE

NOTE: DRIVEWAY ENTRANCE TO COMPLY

WITH REGION OF WATERLOO RMW

STANDARD DRAWING 222


CONCRETE CURB

CONCRETE CURB



CO

MM

ER

CIA

L P

OD

IUM

N E

W

L O

T

L I

N E

LINE OF CANOPY ABOVE

HARDSCAPE

SOFTSCAPE

LANDSCAPE LEGEND:

33

9.1

4P

HA

SE

1

PR

OP

ER

TY

LIN

E

STAMPED CONCRETE - WALKWAY

STAMPED CONCRETE

CROSSWALK

STAMPED CONCRETE

CROSSWALK

LANDSCAPE AREA

TEMPORARY SNOW

STORAGE

OUTLINE OF MECHANICAL PENTHOUSE ABOVE

OUTLINE OF MECHANICAL PENTHOUSE ABOVE

LANDSCAPE AREA

338.90 FFE

338.83 339.03

0.5% SLOPE

STAMPED CONCRETE CROSSWALK

LANDSCAPE AREA

LINE PARKING GARAGE BELOW

339.35 FFE

DROPPED CURB

DROPPED CURB

DROPPED CURB

DROPPED CURB

339.40 FFE

CANOPY ABOVE CANOPY ABOVE

339.50 FFE 339.50 FFE

DR

IVE

AIS

LE

6100

338.90 FFE

LINE OF PARKING GARAGE

BELOW


2000

2000

EMERGENCY EXIT

EMERGENCY EXIT

TOWER STEPBACK

GA

RB

AG

EE

NT

RA

NC

E



TOWER STEPBACK

PODIUM

6 STOREYS

1.4% SLOPE

MAIL ENTRANCE

GARBAGE ENTRANCE

OUTDOOR PATIO

7000

DROPPED CURB

TYP.

3000

DR

I VE

AIS

LE

6100

STAMPED CONCRETE

STAMPED CONCRETE

STAMPED CONCRETE

STAMPED CONCRETE CROSSWALK

AIR EXHAUST WELL

AIR EXHAUST WELL

25315 23231

DRIVE AISLE

6100

DROPPED CURB

CATCH BASIN - REFER TO CIVIL DRAWINGS






FOR DETAILED LANDSCAPE DESIGN, PLEASE REFER TO

LANDSCAPE DWGs

DR

I VE

AIS

LE

6100



9A502

7A502

DRIVE AISLE

6100

6000

6000TRANSFORMER LOCATED INSIDE TOWER "C" AT GROUND FLOOR WITH VENTED OVERHEAD DOOR.

C1 C2 V1

V20 V19 V18 V17 V16 V15 V14 V13 V12 V11C3 C4

V2 V3 V5 V6 V7 V8 V9 V10

996 1313

6091

DR

I VE

AIS

LE

6100

LANDSCAPE AREA

V4

GARBAGEENTRANCE

CANOPY OPEN TO ABOVE

SHAFT WALLS TO EXTEND 152mm ABOVE SURFACE GRATING.GRATE TO REST ON TOP OF SHAFT WALL.

9326 SIDE YARD CANOPY

EDGE OF GROUND FLOOR

GARBAGE BIN LOCATION, ONLY ON DURING PICK-UP HOURS. BINS TO REMAIN INDOORS ALL OTHER TIMES

PERFORATED SCREEN

ELECTRICAL ROOM BELOW

ELECTRICAL ROOM BELOW

ELECTRICAL DUCTBANK

6000

6000TRANSFORMER LOCATED INSIDE TOWER "D" AT GROUND FLOOR WITH VENTED OVERHEAD DOOR.

DROPPED CURB

TOWER "D"

PROPOSED

20 STOREYS

46.08 m - 339.5 FFE

(10) BIKE PARKING

LANDSCAPE AREA

ELECTRICAL VOLTS AND DUCKBANK LOCATED IN GROUD FLOOR SLAB OF TOWER "C"

LINE OF PERGOLA ABOVE

V22

BF6

V21

R86

R87

BF7

R89

R88

(10

) B

IKE

PA

RK

ING

V25 V26 V27V24

V23

V28

C5

STAMPED CONCRETE

PUBLIC HYDRANT

STOP SIGN FOR TRAFFIC EXITING THE

BUILDING

TOTAL LANDSCAPE AREA POST ROAD WIDENING: 1395.3 m2 /4651 m2 = 30%

TOTAL LANDSCAPE AREA:3111 m2 /10370 m2 = 30%

PHASE 1

PHASE 2

PHASE 1 & 2 COMBINED %

TOTAL LANDSCAPE AREA:4506.3 m2 /15021 m2 = 30.00%

6" CONCRETE CURB

OUTDOOR PATIO

TYPE B LOADING AREA

3000

TRUCK ALLOWANCE

12000

LA

ND

SC

AP

E A

RE

A

EXTEND OF FOUNDATION WALL BELOW



EMERGENCY EXIT

EMERGENCY EXIT

9M SEPARATION9m SEPARATION(4) BIKE PARKING

(4) BIKEPARKING

(2) BIKEPARKING

(5) BIKE PARKING(3) BIKE PARKING

(3) BIKE PARKING

(4) BIKE PARKING

TEMPORARY SNOW STORAGE

LINE OF CANOPY ABOVE

SIDE SETBACK9105

SE

TB

AC

K

RE

AR

4000

CA

NO

PY

3000

SID

E S

ET

BA

CK

3000

WARNING PLATE WARNING PLATE

AIR INTAKE WELL

(4) BIKE PARKING(4) BIKE PARKING(3) BIKE PARKING (3) BIKE PARKING

SITE DATA

OVERALL SITE PHASING INFORMATION

ZONING BYLAW: 1108, 2018-250SITE SPECIFIC BY-LAW: 2013-028, 2014-022

DATA REQUIRED PROVIDED

LOT AREA PHASE 1 (MIN) 0.1 ha 1.037 ha

LOT AREA PHASE 2

(MIN) 0.1 ha

0.4777 ha

COMBINED SITE AREA (MIN) 0.1 ha 1.502 ha

PARKING - PHASE 1 259248

PARKING - PHASE 2 133117

BUILDING AREAS - PHASE 1

BUILDING AREAS - PHASE 2

RESIDENTIAL BEDROOMS

COMMERCIAL

835/ha(MAX) 940/ha

1000 m²(MAX) 3000 m²

957/ha(MAX) 940/haRESIDENTIAL BEDROOMS

COMMERCIAL 162 m²

PHASE 2 INFORMATION


LOT AREA PHASE 1 (MIN) 0.1 ha 10,370 m2

LOT AREA PHASE 2 (MIN) 0.1 ha 4651 m2

COMBINED SITE AREA (MIN) 0.1 ha 15,021 m2

MIN. LOT FRONTAGE 20 m

PHASE 2 (TOWER C & TOWER D) - CONVERTIBLE FRONTAGE AREA

SETBACK (MIN.)COLUMBIA ST.

SIDE YARD

ZONING RN-25, EXCEPTION C203

FRONT COL./CANOPY

SIDE YARD COLUMN

SIDE YARD CANOPY

REAR YARD

REAR YARD CANOPY

REAR YARD COLUMN

TOWER C TOWER D TOWER C TOWER D

SE

TB

AC

KS

20 m 5 m

3 m 4 m

2 m 3 m

1.5 m 2.5 m

3 m 4 m

1.5 m N/A

N/A

BUILDING STEP BACK N/A N/A

PHASE 2 : LANDSCAPE

LANDSCAPE AREA AT GRADE (%) 30%

LANDSCAPE AREA ROOF TOP AMENITY (m2)

MIN. COMMON AMENITY AREA


1,395.3 m2 = 30%

803 m2

MIN. NUM. OF BUILDING/STREETENTRANCE TO 1ST FLOOR

N/A 5

GROUND FLOOR: 370.3 m2

LEVELS 2-7: 776.5 m2

PHASE 2: DENSITY

DENSITY (bedrooms/ha) MAX. 940 bedrooms/ha

NUMBER OF BEDROOMS PROVIDED (NO UNIT SHALL HAVE MORE THAN 3 BEDROOMS)

BUILDING AREA (m2) 2,382 m2N/A

GROSS BUILDING AREA (m2)


957/ha

521 x 1 BED 521

10 x 2 BED

TOTAL BEDROOMS

20

541

BUILDING COVERAGE (%)

NUMBER OF STOREYS (MAX.)

MAXIMUM PODIUM HEIGHT

TOWER HEIGHT (MAX.)

MIN. TOWER SEPARATION

MAXIMUM TOWER FOOTPRINT (m2)

MAXIMUM TOWER HORIZONTAL DIMENSION. (m)

TOWER SETBACK ABOVE PODIUM






35.07 m

5 m

PHASE 1 INFORMATION


LOT AREA PHASE 1 (MIN) 0.1 ha 10,370 m2

LOT AREA PHASE 2 (MIN) 0.1 ha 4651 m2

COMBINED SITE AREA (MIN) 0.1 ha 15,021 m2

MIN. LOT FRONTAGE 20 m

BUILDING "A" - ACTIVE FRONTAGE AREA

FRONT YARD

SIDE YARD

ZONING RN-25 EXCEPTION C203

FRONT COL./CANOPY

FRONT ENTRANCE

SIDE YARD COLUMN

SIDE YARD CANOPY

REAR YARD

REAR YARD CANOPY

REAR YARD COLUMN

SE

TB

AC

KS

GR

OU

ND

FL

OO

R

5 m

3 m

2.5 m

1.5 m

4 m

3 m

N/A

BUILDING STEP BACK 1.5 m

138 m

7.3 m

REQUIRED PROVIDED

3 m

5 m

5.6 m / 4.8 m

7.6 m

5.2 m

3.4 m

3 m

4.7 m

6.4 m

N/A

1.5 m

BUILDING "B" - ACTIVE FRONTAGE AREA

FRONT YARD

SIDE YARD

FRONT COL./CANOPY

FRONT ENTRANCE

SIDE YARD COLUMN

SIDE YARD CANOPY

REAR YARD

REAR YARD CANOPY

REAR YARD COLUMN

SE

TB

AC

KS

GR

OU

ND

FL

OO

R

3 m

1m

3.5 m

3 m

4 m

N/A

N/A

BUILDING STEP BACK 1.5 m

7.2 m

REQUIRED PROVIDED

2 m

4 m

5.6 m / 4.8 m

7.6 m

5.9 m

3.5 m

3 m

5.6 m

N/A

N/A

1.5 m

PHASE 1: DENSITY

DENSITY (bedrooms/ha) MAX. 940 bedrooms/ha

NUMBER OF BEDROOMS PROVIDED (NO UNIT SHALL HAVE MORE THAN 3 BEDROOMS)

BUILDING AREA (m2) 3,913 m2N/A

GROSS BUILDING AREA (m2)


835 bedrooms / ha

430 UNITS x 1 BEDROOM 430

294

144

BUILDING COVERAGE (%)

NUMBER OF STOREYS

MAXIMUM PODIUM HEIGHT

TOWER HEIGHT

MIN. TOWER SEPARATION

MAXIMUM TOWER FOOTPRINT (m2)

MAXIMUM TOWER HORIZONTAL DIMENSION. (m)

TOWER SETBACK ABOVE PODIUM

25 25

81 m 73.6 m

PHASE 1: PARKING

RESIDENTIAL 867 x 0.2 = 174

VISITOR

TOTAL 259248

PROVIDED, BY FLOOR:Minimum 60% of parking to bebelow grade.


45 (AT GRADE)

COMMERCIAL (1,000 m2) 40 (AT GRADE)

SURFACE (OUTDOOR): 85 = 32%

BELOWGRADE (P1): 174 = 68%

VE

HIC

LE

P

AR

KIN

G

BARRIER FREE SPACES

BIK

E

PA

RK

ING

TOTAL

RESIDENTIAL

SHELTERED PUBLIC BICYCLE PARKING

1

867 x 0.25 = 217

146 UNITS x 2 BEDROOM

48 UNITS x 3 BEDROOM

TOTAL BEDROOMS 866

51,789 m2N/A

N/A 37.%

20 m 25.807 m

25 m 25.8 m

850 m2 668 m2

35 m 32.9 m

1.5 m 1.5 m

PHASE 1: LANDSCAPE

LANDSCAPE AREA AT GRADE (%) 30%

LANDSCAPE AREA ROOF TOP AMENITY (m2)

COMMERCIAL LOADING SPACE 21

MIN. COMMON AMENITY AREA


30%

1,500 m2 3,147.82 m2

MIN. NUM. OF BUILDING/STREETENTRANCE TO 1ST FLOOR

N/A 30

N/A 1000 m2 COMMERCIAL SPACE PROVIDED ON

GROUND FLOOR.

174 ( LEVEL P1)

867 x 0.05 = 44

1000/100 x 3 = 30

0.05 x 258 = 13 13

272

14

286

3.6 m

N/AN/A

9.1 m 6.3 m

9.3 m

4 m

3 m

3 m

N/A

4 m

3 m

3 m

1.1 m 48% OF FACADE2.4 m 51% OF FACADENOTE (2)

742 m2 742 m2

55 m 40 m 69.57 m* 60.80 m*

1.3 m NOTE (2)

22 m 53.26 m

20 m 19.8 m

23* 20*

31.88 m 31.88 m35 m35 m

850 m2850 m2

COMBINED DENSITY (MAX) 940 bedrooms/ha

866 + 445= 1311/ 1.502 ha =872/haPHASE 1 & PHASE 2

51.21%N/A

35,557 m2N/A

N/A N/A

25 25

(MAX) 3000 m²

WITH ROAD WIDENING INCLUDED

0.4651 haWITH ROAD WIDENING NOT INCLUDED (126m²)

NOTE:

SETBACKS CALCULATED WITH PHILLIP ST. ACTING AS FRONT LINE, WITH RELATION TO PHASE 1

PHASE 1 & 2 : LANDSCAPE AREA AT GRADE COMBINED

LANDSCAPE AREA AT GRADE (%)30%


GROUND FLOOR HEIGHT (MIN) 4.35 m


15021 m2 X 0.30 = 4506 m2

NOTE: PHASE 1 - PODIUM HEIGHT AS PER COMITTEE OF ADJUSTMENT DECISION: A-45/15 2.0 m

N/A N/A N/A N/A

NOTE: 1. BUILDING "C" SETBACK TO PHILIP AND COLUMBIA STREET DISPLAYED AT PHASE 2 INFORMATION CHART

2. AS PER THE COMMITTEE OF ADJUSTMENT APPROVAL A-32/19, ALL STOREYS ABOVE THE 2ND STOREY OF BUILDING D INCLUDE A SETBACK AT THE FRONT OF BUILDING FACING COLUMBIA STREET OF AT LEAST 2.2m FOR 44% OF THE ENTIRE BUILDING FACADE LENGTH, AND THE STEPBACK IS AT NO POINT LESS THAN 0.9m FROM THE REMAINDER OF THE FACADE LENGTH.

3. NUMBER OF BEDROOMS AND COMBINED DENSITY PROVIDED PER SECTION 3.7. PLANNING ACR AGREEEMENT, DATEDJUNE 26, 2018.

4.MODEL SUITE OF PHASE 2 IS NOT INCLUDED IN THE DENSITY CALCULATIONS. THE MODEL SUITE WILL CONTINUE TO BE USED AS A MODEL UNIT AFTER CONSTRUCTION IS COMPLETED. NO TENANTS WILL LIVE IN THE MODEL SUITE.

>20 m

* Approved as per minor variance A-32/19

COMMERCIAL FLOORAREA 3000 m² 1,162 m²

PHASE 1 & PHASE 2

4,506.3m2 = 30.00%

SETBACK (MIN.) PHILLIP ST.

20 m N/A N/A>20 m

N/A 3.0 m

218

PHASE 2: PARKING

RESIDENTIAL 445 x 0.2 = 89

VISITOR

TOTAL 133117

PROVIDED, BY FLOOR:Minimum 60% of parking to bebelow grade.


28 (AT GRADE)

COMMERCIAL (166 m2) 5 (AT GRADE)

SURFACE (OUTDOOR)60= 41.00%

BELOW GRADE (P1) 86 = 59.00%

VE

HIC

LE

P

AR

KIN

G

BARRIER FREE SPACES

BIK

E

PA

RK

ING

TOTAL

RESIDENTIAL

SHELTERED PUBLIC BICYCLE PARKING

13

435 x 0.3 = 131

96 (LEVEL P1) + 4 (AT GRADE)= 100

445 x 0.05 = 23

0.05 x 125 = 6.25 7

142

13

146 BIKE PARKING

162 m2 / 100 x 3 = 5

BIKE PARKING PROVIDED, BY FLOOR:

143

SURFACE (OUTDOOR)37= 28.0%

BELOW GRADE (P1) 96= 72.0%

RESIDENTIAL LOADING SPACE 1 (TYPE B)1 (TYPE A)

ELECTRIC VEHICLE 96 x 0.80 = 76.7 77

TOWER "D" DENSITY

TOWER "C" DENSITY

UNITS BEDS

PODIUM DENSITY

PHASE 2: DENSITY BREAKDOWN

223 264

50 50

TOTAL 435 451

162 227

MIN

.

5500

ACCESS AISLEYELLOW PAINT STRIPES (TYP.)

3700

DRIVE AISLE

SPACES SHOWN BELOW GRADEABOVE GRADETOTAL

TYPE A

1500

MIN

.

5500

MIN.

2400

ACCESS AISLEYELLOW PAINT STRIPES (TYP.)

TYPE B

1500

DRIVE AISLE

5200

3900

PHASE 1 & PHASE 2 TOTAL : PARKING

PHASE 1+2 RESIDENTIAL 174 + 89 = 263

PHASE 1+2 VISITOR

PHASE 1+2 TOTAL 392365


45 + 28= 73

PHASE 1+2 COMMERCIAL 40 + 5 = 45

VE

HIC

LE

P

AR

KIN

G

PHASE 1+2 BARRIER FREE SPACES

BIK

E

PA

RK

ING

TOTAL

PHASE 1+2 RESIDENTIAL

SHELTERED PUBLIC BICYCLE PARKING 1+ 13 = 14

217 + 131 = 348

174 + 100 = 274

44 + 23 = 67

30 + 5 = 35

13 + 7 = 20 13 +7 = 20

272 +146 = 418

14 +13 = 27

418+ 27 = 445348 + 14 = 362

3

2

UNITS OFFICES

1

25 1

1 0

TOTAL 541 1

27 0

PHASE 2: UNIT & OFFICE BREAKDOWN

LEVEL

4-6

7

8-20

20-23

0

0

36

TOWER "D" TOWER "C"

12 12

120

0

0

11 11

..

,.

. .

. .

Sheet Title:

Drawing Number:

Plot Date:

File Path:

Check and verify all dimensions and report any discrepancies to the Consultant whose seal is affixed to this drawing. This drawing is not to be scaled for the purpose of verifying dimensions.

This drawing shall not be used for construction purposes until signed in the space to the right by the above mentioned Consultant.

Site Key Plan

Project Number:

Scale:

Issued For Construction Date

Project:

ARCHITECTURAL CONSULTANT

As indicated

2020-07-08 11:48:58 AM

C:\Users\renata\Documents\Revit2018Local\[email protected]

06798

A100

SITE PLAN

145 COLUMBIASTREET

145 COLUMBIA STREET,WATERLOO, ONTARIO

Owner

CO

LU

MB

IA S

T

D CPODIUM

A004 Scale: 1 : 150

SITE PLAN1

AMENITY AREAS

NAME AREA

GROUND FLOOR

THEATRE 37 m²

GAME ROOM 109 m²

2ND FLOOR

FITNESS 197 m²

YOGA / SPINNING 73 m²

WOMEN'S CHANGE ROOM 17 m²

BF WC 4 m²

SHOWER 3 m²

WC 2 m²

MEN'S CHANGE ROOM 16 m²

BF WC 4 m²

TANNING 1 6 m²

TANNING 2 5 m²

VESTIBULE 4 m²

SHOWER 4 m²

VESTIBULE 3 m²

BASKET BALL COURT 182 m²

SAUNA 6 m²

SAUNA 6 m²

3RD FLOOR

BIZ CENTRE 7 m²

STUDY ROOM 1 16 m²

STUDY ROOM 2 11 m²

STUDY ROOM 3 11 m²

STUDY ROOM 4 21 m²

UNIV. WASHROOM 10 m²

LOUNGE 168 m²

TOTAL AMENITY AREA 920 m²

OFFICE AREAS

NAME AREA

GROUND FLOOR

AMENITY/OFFICES 39 m²

2ND FLOOR

OFFICE SPACE 23 m²

TOTAL OFFICE AREA 61 m²

RETAIL AREAS

NAME AREA

GROUND FLOOR

RETAIL 186 m²

MINI MART 12 m²

TOTAL RETAIL AREA 197 m²

ISSUES/ REVISIONS

No. Issue Description Date

1 ISSUED FOR 30% REVIEW 04.19.2018

2 ISSUED FOR 75% REVIEW 07.27.2018

3 ISSUED FOR PERMIT REVIEW 11.09.2018

4 ISSUED FOR TENDER 01.16.2018

5 ISSUED FOR ADDENDUM 01 02.21.2019

6 ISSUED FOR PERMIT 08.23.2019

7 ISSUED FOR PERMIT 03.02.2020

ATTACHMENT B

44

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45

51

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52

52

50

42

49

48

5252

45

45

4545

4548

51

51

51

5050

49

4649

5150

17537100

17537100

17537150

17537150

17537200

17537200

17537250

17537250

17537300

17537300

17537350

17537350

17537400

17537400

17537450

17537450

17537500

17537500

4813

700

4813

700

4813

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4813

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4813

800

4813

850

4813

850

4813

900

4813

900

4813

950

4813

950

40.0 45.0 50.0 55.0 60.0 65.0 70.0 75.0

Point Source Crossing Building Barrier Foliage Building Evaluation

STATIONARY NOISE IMPACT STUDY145 COLUMBIA STREET WEST, WATERLOO, ONTARIO

FIGURE 1 - NOISE IMPACT FROM NEIGHBORING BUILDINGS TO SITE

ATTACHMENT C

Attachment C

Stationary Noise Impact Source Data

145 Columbia Street West, Waterloo, Ontario

Total Source Height

PWL Absolute Above Roof

Noise Source Description Cadna ID (dBA) (m) (m) x y

Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 7.6 2 17537207 4813781






















Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 23 23 17537294 4813792

Phillip330_CT Phillip330_CT 91.4 Phillip330_CT 78.6 2.6 17537282 4813860

Phillip330_MUA Phillip330_MUA 64.6 Phillip330_MUA 78 2 17537287 4813854





Phillip330_CT Phillip330_CT 91.4 Phillip330_CT 78.6 2.6 17537339 4813762