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JJ Acoustic Engineering Ltd.
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.
JJ Acoustic Engineering Ltd.
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
JJ Acoustic Engineering Ltd.
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
JJ Acoustic Engineering Ltd.
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
LINE OF BUILDING ABOVE
CONCRETE CURB
CONCRETE CURB
LINE OF BUILDING ABOVE
LINE OF BUILDING ABOVE
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
LINE OF BUILDING ABOVE
2000
2000
EMERGENCY EXIT
EMERGENCY EXIT
TOWER STEPBACK
GA
RB
AG
EE
NT
RA
NC
E
LINE OF BUILDING ABOVE
LINE OF BUILDING ABOVE
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
CATCH BASIN - REFER TO CIVIL DRAWINGS
CATCH BASIN - REFER TO CIVIL DRAWINGS
CATCH BASIN - REFER TO CIVIL DRAWINGS
CATCH BASIN - REFER TO CIVIL DRAWINGS
CATCH BASIN - REFER TO CIVIL DRAWINGS
FOR DETAILED LANDSCAPE DESIGN, PLEASE REFER TO
LANDSCAPE DWGs
DR
I VE
AIS
LE
6100
CATCH BASIN - REFER TO CIVIL DRAWINGS
CATCH BASIN - REFER TO CIVIL DRAWINGS
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
EXTEND OF FOUNDATION WALL BELOW
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
DATA REQUIRED PROVIDED
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
DATA REQUIRED PROVIDED
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)
DATA REQUIRED PROVIDED
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
TOWER C TOWER D TOWER C TOWER D
TOWER C TOWER D TOWER C TOWER D
TOWER C TOWER D TOWER C TOWER D
TOWER C TOWER D TOWER C TOWER D
TOWER C TOWER D TOWER C TOWER D
35.07 m
5 m
PHASE 1 INFORMATION
DATA REQUIRED PROVIDED
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)
DATA REQUIRED PROVIDED
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.
DATA REQUIRED PROVIDED
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
DATA REQUIRED PROVIDED
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%
DATA REQUIRED PROVIDED
GROUND FLOOR HEIGHT (MIN) 4.35 m
TOWER C TOWER D TOWER C TOWER D
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.
DATA REQUIRED PROVIDED
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
DATA REQUIRED PROVIDED
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
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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 7.6 2 17537212 4813783
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 7.6 2 17537143 4813803
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 7.6 2 17537141 4813808
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 13.2 2 17537177 4813728
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 13.2 2 17537146 4813729
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 13.2 2 17537139 4813740
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 27.2 2 17537449 4813709
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 27.2 2 17537448 4813702
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 27.2 2 17537435 4813690
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 13.2 2 17537352 4813688
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 13.2 2 17537357 4813712
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 18.8 2 17537499 4813735
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 18.8 2 17537472 4813785
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 4.8 2 17537259 4813874
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 6.5 2 17537267 4813960
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 6.5 2 17537138 4813909
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 6.5 2 17537149 4813913
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 6.5 2 17537138 4813918
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 6.5 2 17537130 4813935
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 6.5 2 17537122 4813953
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 24.4 2 17537393 4814015
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_MUA Phillip330_MUA 64.6 Phillip330_MUA 23 23 17537294 4813799
Phillip330_MUA Phillip330_MUA 64.6 Phillip330_MUA 78 2 17537334 4813768
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 6.5 2 17537283 4813969
Medium HVAC Unit Medium_HVAC Unit 90.9 Medium_HVAC 6.5 2 17537295 4813975
Phillip330_CT Phillip330_CT 91.4 Phillip330_CT 78.6 2.6 17537339 4813762