1. Rendering Cousins Restaurant

A B C D 3 4 5 6 7 8 9 10 11

TO SLAB 63' - 10" PAUL SKERRY ASSOCIATES 5514 Livingstone Place D

9' - 9' 8" Halifax, Nova Scotia B3K 2B9 ph: 902-455-4361 Level 6 fax: 902-455-7778 54' - 2" email: [email protected] 9' - 9' 8" Level 5 Level 5 44' - 6" 44' - 6" NOTES: 1' - 1' 0" Podium - 1' 0" Podium A 43' - 6" 43' - 6" 1) THE CONTRACTOR IS RESPONSIBLE FOR 9' - 9' 8" 9' - 9' 8" F F F F F CHECKING ALL ALL DIMENSIONS ON SITE & REPORTING ANY DISCREPANCY TO THE C Level 4 G G G G Level 4 ARCHITECT BEFORE PROCEEDING. 33' - 10" 33' - 10" C 2) DO NOT SCALE FROM DRAWINGS USED FIGURED L L L L DIMENSIONS. F F F C C C 9' - 9' 8" - 9' 8" 3) DRAWING REPRESENTATIONS MAYBE IN G Level 3 Level 3 VARIANCE W/ DETAILED SPECS. & SCHEDULES, IN WHICH CASE SPECS. & SCHEDULES OVERRIDE 24' - 2" 24' - 2" THE DRAWINGS. L F F F 4) CHANGES FROM THESE PLANS & SPECS. MUST

9' - 9' 8" - 9' 8" BE AGREED TO IN WRITING, & APPROVED BY THE Level 2 Level 2 ARCHITECT & OWNER, BEFORE PROCEEDING. 14' - 6" 14' - 6" 5) ONLY THOSE DRAWINGS MARKED APPROVED FOR CONSTRUCTION, ARE TO BE USED FOR CONSTRUCTION. A A A 6)THESE DRAWINGS ARE TO BE READ IN 14' - 6" 14' A - 6" 14' CONJUNCTION W/ THE SPECS. E E Level 1 Level 1 0' - 0" 0' - 0" 10' - 5" 10' Parking Garage Parking Garage -10' - 5" -10' - 5" Original Signed LEGEND: A MASONRY TYPE 1 B MASONRY TYPE 2 C METAL OR CERAMIC PANEL TYPE 1 D METAL OR CERAMIC PANEL TYPE 2 Elevation E 2 E ALUMINUM GLAZING SYSTEM Elevation D 3/32" = 1'-0" F VINYL WINDOW/DOOR 1 G 42" H. ALUMINUM/GLASS RAILING 3/32" = 1'-0" H ALUMINUM/GLASS CANOPY I SIGN BAND J EXTERIOR ACCENT LIGHTING FIXTURE No. Description Date K EXTERIOR ENTRANCE LIGHTING FIXTURE 13 14 N M L K J Issued for Development Agreement 07/31/15 L SIDING

TO SLAB TO SLAB TO SLAB A 63' - 10" 63' - 10" D 63' - 10" D A D L D L D 9' - 9' 8" F D F - 9' 8" - 9' 8" F F F F Level 6 G Level 6 G F G Level 6 54' - 2" 54' - 2" 54' - 2" 9' - 9' 8" 9' - 9' 8" - 9' 8" A

Level 5 Level 5 G Level 5 1' - 1' 0" 1' - 1' 0" 44' - 6" - 1' 0" 44' - 6" 44' - 6" A Podium Podium L 43' - 6" L 43' - 6" Podium F F F F F 43' - 6" 9' - 9' 8" 9' - 9' 8" F - 9' 8" Level 4 G Level 4 G Level 4 33' - 10" 33' - 10" C 33' - 10" PROPOSED

F COMMERCIAL/RESIDENTIAL 9' - 9' 8" F - 9' 8" C - 9' 8" ROBIE & DUFFUS Level 3 G Level 3 G Level 3 24' - 2" L 24' - 2" 24' - 2" HALIFAX, NS For:KANELLAKOS F F F 9' - 9' 8" 9' - 9' 8" - 9' 8" Level 2 Level 2 Level 2 14' - 6" 14' - 6" H 14' - 6" A A J A A A 14' - 6" 14' 14' - 6" 14' - 6" 14' E E Level 1 Level 1 Level 1 Elevation 0' - 0" 0' - 0" 0' - 0"

Scale 10' - 5" 10' 10' - 5" 10' - 5" 10' 3/32" = 1'-0" Parking Garage Parking Garage Parking Garage Date 7/31/2015 -10' - 5" -10' - 5" -10' - 5" Drawn by GJ Checked by PS Elevation G 4 3/32" = 1'-0" A4.2 Elevation F Elevation H 3 5 Project number 2947

3/32" = 1'-0" 3/32" = 1'-0" AM 11:54:15 31/07/2015 [email protected]

PAUL SKERRY ASSOCIATES 5514 Livingstone Place Halifax, Nova Scotia B3K 2B9 ph: 902-455-4361 fax: 902-455-7778 email: [email protected]

TO SLAB 63' - 10" NOTES: 9' - 9' 8" Level 6 1) THE CONTRACTOR IS RESPONSIBLE FOR 54' - 2" CHECKING ALL ALL DIMENSIONS ON SITE & REPORTING ANY DISCREPANCY TO THE

9' - 9' 8" ARCHITECT BEFORE PROCEEDING.

1' - 1' 0" Level 5 44' - 6" 2) DO NOT SCALE FROM DRAWINGS USED FIGURED Podium DIMENSIONS.

9' - 9' 8" 43' - 6" Level 4 3) DRAWING REPRESENTATIONS MAYBE IN VARIANCE W/ DETAILED SPECS. & SCHEDULES, IN 33' - 10" WHICH CASE SPECS. & SCHEDULES OVERRIDE THE DRAWINGS. 9' - 9' 8" Level 3 4) CHANGES FROM THESE PLANS & SPECS. MUST 24' - 2" BE AGREED TO IN WRITING, & APPROVED BY THE ARCHITECT & OWNER, BEFORE PROCEEDING. 9' - 9' 8" Level 2 5) ONLY THOSE DRAWINGS MARKED APPROVED 14' - 6" FOR CONSTRUCTION, ARE TO BE USED FOR CONSTRUCTION.

6)THESE DRAWINGS ARE TO BE READ IN 14' - 6" 14' CONJUNCTION W/ THE SPECS. Level 1 0' - 0"

10' - 5" 10' Parking Garage -10' - 5"

Original Signed

Front Elevation 1 1/16" = 1'-0"

No. Description Date Issued for Development Agreement 07/31/15

TO SLAB 63' - 10"

9' - 9' 8" Level 6 54' - 2" 9' - 9' 8"

1' - 1' 0" Level 5 44' - 6" Podium

9' - 9' 8" 43' - 6" Level 4 33' - 10"

9' - 9' 8" Level 3 24' - 2" PROPOSED

9' - 9' 8" COMMERCIAL/RESIDENTIAL Level 2 14' - 6" ROBIE & DUFFUS HALIFAX, NS

14' - 6" 14' For:KANELLAKOS Level 1 0' - 0"

10' - 5" 10' Parking Garage -10' - 5"

Elevation

Back Elevation Scale 1/16" = 1'-0" 2 1/16" = 1'-0" Date 7/31/2015 Drawn by GJ Checked by PS A4.0 Project number 2947 31/07/2015 11:53:51 AM 11:53:51 31/07/2015 16 15 14 13

20 19 18 17

[email protected]

TO SLAB TO SLAB 63' - 10" 63' - 10" D PAUL SKERRY ASSOCIATES 5514 Livingstone Place

9' - 9' 8" - 9' 8" Halifax, Nova Scotia B3K 2B9 F D ph: 902-455-4361 Level 6 Level 6 G fax: 902-455-7778 54' - 2" 54' - 2" email: [email protected]

F F - 9' 8" - 9' 8" G Level 5 Level 5 NOTES:

1' - 1' 0" 44' - 6" - 1' 0" 44' - 6" Podium Podium 43' - 6" 43' - 6" 1) THE CONTRACTOR IS RESPONSIBLE FOR C E E F

9' - 9' 8" A - 9' 8" CHECKING ALL ALL DIMENSIONS ON SITE & G REPORTING ANY DISCREPANCY TO THE Level 4 Level 4 ARCHITECT BEFORE PROCEEDING. 33' - 10" 33' - 10" A B 2) DO NOT SCALE FROM DRAWINGS USED FIGURED L DIMENSIONS. F C

9' - 9' 8" F - 9' 8" 3) DRAWING REPRESENTATIONS MAYBE IN Level 3 G Level 3 VARIANCE W/ DETAILED SPECS. & SCHEDULES, IN WHICH CASE SPECS. & SCHEDULES OVERRIDE 24' - 2" 24' - 2" THE DRAWINGS.

4) CHANGES FROM THESE PLANS & SPECS. MUST F - 9' 8" - 9' 8" BE AGREED TO IN WRITING, & APPROVED BY THE Level 2 Level 2 ARCHITECT & OWNER, BEFORE PROCEEDING. H 14' - 6" H 14' - 6" 5) ONLY THOSE DRAWINGS MARKED APPROVED J J FOR CONSTRUCTION, ARE TO BE USED FOR I I J I J CONSTRUCTION.

A 6)THESE DRAWINGS ARE TO BE READ IN

A - 6" 14' A - 6" 14' E E CONJUNCTION W/ THE SPECS. E Level 1 Level 1 GRADE GRADE 0' - 0" 0' - 0" 10' - 5" 10' - 5" 10' Parking Garage Parking Garage -10' - 5" -10' - 5" Original Signed LEGEND: A MASONRY TYPE 1 B MASONRY TYPE 2 C METAL OR CERAMIC PANEL TYPE 1 D METAL OR CERAMIC PANEL TYPE 2 Elevation B E ALUMINUM GLAZING SYSTEM Elevation A 4 F VINYL WINDOW/DOOR 1 3/32" = 1'-0" 3/32" = 1'-0" G 42" H. ALUMINUM/GLASS RAILING H ALUMINUM/GLASS CANOPY I SIGN BAND J EXTERIOR ACCENT LIGHTING FIXTURE No. Description Date K EXTERIOR ENTRANCE LIGHTING FIXTURE Issued for Development Agreement 07/31/15 L SIDING

12 11 10 9 8 7 6 5 4 3

TO SLAB 63' - 10"

E - 9' 8" B Level 6 54' - 2" 9' - 9' 8"

G Level 5

1' - 1' 0" 44' - 6" Podium 43' - 6" E E E E F 9' - 9' 8" G G Level 4 C L L 33' - 10" A F F F F F

F C - 9' 8" F F PROPOSED Level 3 COMMERCIAL/RESIDENTIAL A A A 24' - 2" ROBIE & DUFFUS 9' - 9' 8" HALIFAX, NS G G G Level 2 H H For:KANELLAKOS J J 14' - 6" J I I H K

A E A E - 6" 14' E Level 1 0' - 0" Elevation 10' - 5" 10' Parking Garage -10' - 5" Scale 3/32" = 1'-0" Date 7/31/2015 Drawn by GJ Checked by PS A4.1 Elevation C 2 Project number 3/32" = 1'-0" 2947 31/07/2015 11:54:02 AM 11:54:02 31/07/2015 Original Signed Building Code Data: Regulated by Part 3 of the National Building Code (NBC)

Major Occupancy: C (Residential) & E (Mercantile) Non-Combustible Construction  ARCHITECTS Lot: 13, 10A, E, 7, & 56 PID: 00174060, 40177800, 00174250, 40177792, 00174243 Zone: C-2A & R2

Total Lot Size: 37,400 sqft. (3,474.6 sqm.) Building Footprint: 16,356 sqft. (1,519.5 sqm.)

Number of Stories: 6 Above Grade, 1 Below Grade Height of Building: 65'-10" (20.07m) Residential Units: 58 (15 - 1 BD, 43 - 2BD) Allowable Density: 147.5 Occupants 37,400sf + 14,005sf (ROW) = 51,405sf= 1.18acres 1.18 acres x 125 density/acre = 147.5 Designed Density: 126.75 Occupants 43 (2BD) x 2.25 = 96.75 15 (1BD) x 2 = 30 N =126.75

W E Open Space Required: 6,360 sf 120 sf/2BD x 43 2BD = 5,160sf S 80 sf/1BD x 15 1 BD = 1,200sf = 6,360sf Designed Open Space: 21,044 sf

Landscaped Open Space Required: 5,350 sf 100 sf/2BD x 43 2BD = 4,300sf 70 sf/1BD x 15 1 BD = 1,050 sf = 5,350 sf Designed Landscape Open Space: 9,139 sf Original Signed

Parking Area Required: (43 2BD = 43 Spaces) + (15 1BD = 4 spaces)=47 Parking Garage: 74 Spaces (3 Handicapped) Ground Level: 22 Spaces (2 Handicapped)

Total: 96 Spaces (5 Handicapped)

NOTE: -STRUCTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL DRAWINGS. (REPORT ANY DISCREPANCIES IMMEDIATELY)

-SEE MECHANICAL & ELECTRICAL DRAWINGS FOR LOCATION & SIZE OF ALL HOLES IN FOUNDATION WALLS & STRUCTURAL SLABS. (SOME HOLES ARE INDICATED ON ARCHITECTURAL, FOR FINAL LOCATIONS/SIZE SEE MECH./ELECT. DWGS.)

[email protected]

PAUL SKERRY ASSOCIATES 5514 Livingstone Place Halifax, Nova Scotia B3K 2B9 ph: 902-455-4361 fax: 902-455-7778 email: [email protected]

NOTES: N

1) THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL ALL DIMENSIONS ON SITE & " 0 REPORTING ANY DISCREPANCY TO THE ' - M 20 ARCHITECT BEFORE PROCEEDING.

2) DO NOT SCALE FROM DRAWINGS USED FIGURED DIMENSIONS. " 0 ' - L 20 3) DRAWING REPRESENTATIONS MAYBE IN VARIANCE W/ DETAILED SPECS. & SCHEDULES, IN WHICH CASE SPECS. & SCHEDULES OVERRIDE THE DRAWINGS. " 0 ' - 20 4) CHANGES FROM THESE PLANS & SPECS. MUST K BE AGREED TO IN WRITING, & APPROVED BY THE ARCHITECT & OWNER, BEFORE PROCEEDING.

0" 5) ONLY THOSE DRAWINGS MARKED APPROVED - 0' FOR CONSTRUCTION, ARE TO BE USED FOR J 2 CONSTRUCTION.

6)THESE DRAWINGS ARE TO BE READ IN CONJUNCTION W/ THE SPECS. 2 Bedroom 214

1302 SF " 0 ' - 10 K AC UP TB E 1 BD Unit S 2 Bedroom 215 213 1296 SF E Original Signed 1041 SF C O R R ID 2 0 O ' R 2 BD Unit 2 Bedroom 1 Bedroom

- - 0" 21' 20 0 " UP 201 202 203

- 1 BD Unit 2 Bedroom

' 1116 SF 1296 SF 994 SF

2 D 1 Bedroom 2 216 204 2 2 No. Description Date ' 212 19 - 899 SF 1259 SF 0 Issued for Development Agreement 07/31/15 " 921 SF - 0" 18'

CORRIDOR

" C 0 G -

' 2 0 2 BD Unit 1 UP ' 2 - 18 0 " 2 Bedroom 211 2 Bedroom 1337 SF 2 Bedroom 208 2 Bedroom - 0" 21' 207 2 Bedroom 1 BD Unit 1066 SF 209 1480 SF 205 210 206 B 17 981 SF F 1338 SF 875 SF 1414 SF 17' - 0" 17' A

20' - 0" 20' - 0" 20' - 0" 19' - 0" 20' - 0" 20' - 0" 22' - 0" 20' - 0" 20' - 0" 22' - 0" 20' - 0" 20' - 0" 16 15 14 13 12 11 10 9 8 7 6 5 4 3 Level 2 1 1/16" = 1'-0" PROPOSED COMMERCIAL/RESIDENTIAL UNIT COUNT ROBIE & DUFFUS 5 - ONE BEDROOM 11 - TWO BEDROOM HALIFAX, NS For:KANELLAKOS 16 TOTAL

Second Floor Plan

Scale 1/16" = 1'-0" Date 7/31/2015 Drawn by GJ Checked by PS A3.1 Project number 2947 30/07/2015 10:12:29 AM 10:12:29 30/07/2015 NOTE: -STRUCTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL DRAWINGS. (REPORT ANY DISCREPANCIES IMMEDIATELY)

-ALL PARKING LINES/#'S/NO PARKING LINES TO BE PAINTED ON SLAB (YELLOW)

-ALL PARKING (HANDICAP) LINES/#'S/DESIGNATION TO BE PAINTED ON SLAB (BLUE)

-STORAGE CUBICLES ALSO USED FOR BICYCLE STORAGE [email protected]

PAUL SKERRY ASSOCIATES 5514 Livingstone Place Halifax, Nova Scotia B3K 2B9 ph: 902-455-4361 fax: 902-455-7778 email: [email protected]

N NOTES:

" 1) THE CONTRACTOR IS RESPONSIBLE FOR 0 ' - CHECKING ALL ALL DIMENSIONS ON SITE & M 20 REPORTING ANY DISCREPANCY TO THE ARCHITECT BEFORE PROCEEDING.

2) DO NOT SCALE FROM DRAWINGS USED FIGURED " 0 ' - DIMENSIONS. L 20 3) DRAWING REPRESENTATIONS MAYBE IN VARIANCE W/ DETAILED SPECS. & SCHEDULES, IN WHICH CASE SPECS. & SCHEDULES OVERRIDE " 0 THE DRAWINGS. ' - K 20 4) CHANGES FROM THESE PLANS & SPECS. MUST BE AGREED TO IN WRITING, & APPROVED BY THE ARCHITECT & OWNER, BEFORE PROCEEDING. " 0 ' - J 20 5) ONLY THOSE DRAWINGS MARKED APPROVED FOR CONSTRUCTION, ARE TO BE USED FOR D TE CONSTRUCTION. VA CA RAMP UP 13% EX 6)THESE DRAWINGS ARE TO BE READ IN UN 7 CONJUNCTION W/ THE SPECS.

Y TR N E E G A R UNEXCAVATED A G SPRINKLER 5 E Original Signed ED STORAGE ELECTRICAL MECHANICAL AT AV 6 9 XC NE 2 U 0 '

- - 0" 21' 20 0 " UP

2 D

2 6 4 2 ' 19 - 0 10 " No. Description Date 18' - 0" 18' Issued for Development Agreement 07/31/15

" C 0 G -

' 2 0 1 ' 2 - 74 PARKING 18 0 " SPACES BIKE STORAGE CLASS A 21' - 0" 21'

17 F B

27 UNEXCAVATED - 0" 17' A

20' - 0" 20' - 0" 20' - 0" 19' - 0" 20' - 0" 20' - 0" 22' - 0" 20' - 0" 20' - 0" 22' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

PROPOSED

Parking Garage COMMERCIAL/RESIDENTIAL 1 1/16" = 1'-0" ROBIE & DUFFUS HALIFAX, NS For:KANELLAKOS

Parking Garage Plan

Scale 1/16" = 1'-0" Date 7/31/2015 Drawn by GJ Checked by PS A2.0 Project number 2947 30/07/2015 10:12:23 AM 10:12:23 30/07/2015 NOTE: -STRUCTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL DRAWINGS. (REPORT ANY DISCREPANCIES IMMEDIATELY)

[email protected]

PAUL SKERRY ASSOCIATES 5514 Livingstone Place Halifax, Nova Scotia B3K 2B9 ph: 902-455-4361 fax: 902-455-7778 email: [email protected]

NOTES: N

1) THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL ALL DIMENSIONS ON SITE & " 0 REPORTING ANY DISCREPANCY TO THE ' - M 20 ARCHITECT BEFORE PROCEEDING. 2) DO NOT SCALE FROM DRAWINGS USED FIGURED DIMENSIONS. " 0 ' - 3) DRAWING REPRESENTATIONS MAYBE IN L 20 VARIANCE W/ DETAILED SPECS. & SCHEDULES, IN WHICH CASE SPECS. & SCHEDULES OVERRIDE THE DRAWINGS. 0" - OUTLINE OF BUILDING ABOVE 0' 4) CHANGES FROM THESE PLANS & SPECS. MUST K 2 BE AGREED TO IN WRITING, & APPROVED BY THE ARCHITECT & OWNER, BEFORE PROCEEDING.

5) ONLY THOSE DRAWINGS MARKED APPROVED 0" - FOR CONSTRUCTION, ARE TO BE USED FOR 0' J 2 CONSTRUCTION.

L RAMP UP 13% 6)THESE DRAWINGS ARE TO BE READ IN a n CONJUNCTION W/ THE SPECS. d s c a p OUTLINE OF FOUNDATION WALL BELOW e d P o 6 Surface Parking d iu m

g OUTLINE OF BUILDING ABOVE in Bike Parking rk g a pin Class B P sca ce UP nd fa La ur S & e ic Original Signed v er S E

Landscape Pavers 2 0 '

- 16 Surface Parking - 0" 21' 20 0 " UP (2 HC Spaces) Loading/Receiving/Garbage " H 0 Garbage

' 290sf D

2 2 2 RESIDENTIAL No. Description Date ' 19 - 0 LOBBY Issued for Development Agreement 07/31/15 "

Robie Street - 0" 18' OUTLINE OF RESIDENTIAL VESTIBULE UP FOUNDATION WALL BELOW Commercial " C 0 G

2 ' 0 1 P ' 101 a - 2 18 0 rk " in g 7,308 sf G

a - 0" 21' ra g L e a n & d S s c u a r p fa c B F e e 17 d P P Commercial o a d rk iu in 102 m g 17' - 0" 17' Landscape Pavers 3,966 sf OUTLINE OF BUILDING ABOVE A

20' - 0" 20' - 0" 20' - 0" 19' - 0" 20' - 0" 20' - 0" 22' - 0" 20' - 0" 20' - 0" 22' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

Duffus Street PROPOSED Level 1 COMMERCIAL/RESIDENTIAL 1 1/16" = 1'-0" ROBIE & DUFFUS HALIFAX, NS For:KANELLAKOS

First Floor Plan

Scale 1/16" = 1'-0" Date 7/31/2015 Drawn by GJ Checked by PS A3.0 Project number 2947 30/07/2015 10:12:26 AM 10:12:26 30/07/2015 NOTE: -STRUCTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL DRAWINGS. (REPORT ANY DISCREPANCIES IMMEDIATELY)

[email protected]

PAUL SKERRY ASSOCIATES 5514 Livingstone Place Halifax, Nova Scotia B3K 2B9 ph: 902-455-4361 fax: 902-455-7778 email: [email protected]

NOTES: N 1) THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL ALL DIMENSIONS ON SITE & REPORTING ANY DISCREPANCY TO THE " 0 ARCHITECT BEFORE PROCEEDING. ' - M 20 2) DO NOT SCALE FROM DRAWINGS USED FIGURED DIMENSIONS.

" 0 3) DRAWING REPRESENTATIONS MAYBE IN ' - VARIANCE W/ DETAILED SPECS. & SCHEDULES, IN L 20 WHICH CASE SPECS. & SCHEDULES OVERRIDE THE DRAWINGS.

0" 4) CHANGES FROM THESE PLANS & SPECS. MUST - 0' BE AGREED TO IN WRITING, & APPROVED BY THE K 2 ARCHITECT & OWNER, BEFORE PROCEEDING.

5) ONLY THOSE DRAWINGS MARKED APPROVED " FOR CONSTRUCTION, ARE TO BE USED FOR 0 ' - CONSTRUCTION. J 20 6)THESE DRAWINGS ARE TO BE READ IN CONJUNCTION W/ THE SPECS. 2 Bedroom 314 1302 SF

UP 2 Bedroom 2 Bedroom 313 315 Original Signed 1041 SF E C O 1296 SF R R ID 2 Bedroom 2 Bedroom 2 Bedroom 2 0 O ' R 2 BD Unit - - 0" 21' 20 0 302 303 304 " 1 Bedroom UP 301 " 1296 SF 994 SF 1259 SF

- 1 BD Unit

312 ' 1116 SF

2 D 2 316 No. Description Date 2 921 SF 2 Issued for Development Agreement 07/31/15 ' 19 - 899 SF 0 " 18' - 0" 18'

CORRIDOR

" C 0 G -

2 ' 1 BD Unit 1 0 UP ' 2 - 2 Bedroom 18 0 2 Bedroom " 311 1 Bedroom 308

309 2 Bedroom 2 Bedroom 2 Bedroom - 0" 21' 1338 SF 310 1066 SF 981 SF 307 306 305 875 SF 17 F 1479 SF 1414 SF 1338 SF B 17' - 0" 17' A

20' - 0" 20' - 0" 20' - 0" 19' - 0" 20' - 0" 20' - 0" 22' - 0" 20' - 0" 20' - 0" 22' - 0" 20' - 0" 20' - 0" 16 15 14 13 12 11 10 9 8 7 6 5 4 3

Level 3 1 PROPOSED 1/16" = 1'-0" COMMERCIAL/RESIDENTIAL UNIT COUNT ROBIE & DUFFUS 5 - ONE BEDROOM 11 - TWO BEDROOM HALIFAX, NS For:KANELLAKOS 16 TOTAL

Third Floor Plan

Scale 1/16" = 1'-0" Date 7/31/2015 Drawn by GJ Checked by PS A3.2 Project number 2947 30/07/2015 10:12:32 AM 10:12:32 30/07/2015 NOTE: -STRUCTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL DRAWINGS. (REPORT ANY DISCREPANCIES IMMEDIATELY)

[email protected]

PAUL SKERRY ASSOCIATES 5514 Livingstone Place Halifax, Nova Scotia B3K 2B9 ph: 902-455-4361 fax: 902-455-7778 email: [email protected]

NOTES:

1) THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL ALL DIMENSIONS ON SITE & N REPORTING ANY DISCREPANCY TO THE ARCHITECT BEFORE PROCEEDING.

2) DO NOT SCALE FROM DRAWINGS USED FIGURED " DIMENSIONS. 0 ' - M 20 3) DRAWING REPRESENTATIONS MAYBE IN VARIANCE W/ DETAILED SPECS. & SCHEDULES, IN WHICH CASE SPECS. & SCHEDULES OVERRIDE THE DRAWINGS. 0" - 0' L 2 4) CHANGES FROM THESE PLANS & SPECS. MUST BE AGREED TO IN WRITING, & APPROVED BY THE ARCHITECT & OWNER, BEFORE PROCEEDING.

0" - 5) ONLY THOSE DRAWINGS MARKED APPROVED 0' K 2 FOR CONSTRUCTION, ARE TO BE USED FOR CONSTRUCTION.

6)THESE DRAWINGS ARE TO BE READ IN " 0 ' - CONJUNCTION W/ THE SPECS. J 20

2 Bedroom 414 1304 SF

UP Original Signed

2 Bedroom 2 Bedroom 413 415 E C 1041 SF O 1296 SF R R ID 2 2 BD Unit 1 BD Unit 2 BD Unit 0 O 2 BD Unit ' R

- - 0" 21' 20 0 " 402 403 404 1 Bedroom UP 401

" No. Description Date

0 1296 SF 994 SF 1259 SF 1 BD Unit H - 1116 SF Issued for Development Agreement 07/31/15 412 '

2 D 921 SF 2 416 2 2 ' 19 - 899 SF 0 " 18' - 0" 18'

CORRIDOR

" C 0 G -

2 ' 0 1 2 Bedroom 2 Bedroom 2 Bedroom 2 Bedroom UP 2 Bedroom ' 2 - 18 0 2 BD Unit 1 Bedroom " 409 408 407 406 405

411 410 - 0" 21' 981 SF 1049 SF 1274 SF 1292 SF 1156 SF 1338 SF 875 SF 17 F B 17' - 0" 17' A

20' - 0" 20' - 0" 20' - 0" 19' - 0" 20' - 0" 20' - 0" 22' - 0" 20' - 0" 20' - 0" 22' - 0" 20' - 0" 20' - 0" 16 15 14 13 12 11 10 9 8 7 6 5 4 3 PROPOSED COMMERCIAL/RESIDENTIAL UNIT COUNT ROBIE & DUFFUS Level 4 5 - ONE BEDROOM 1 11 - TWO BEDROOM HALIFAX, NS 1/16" = 1'-0" For:KANELLAKOS 16 TOTAL

Fourth Floor Plan

Scale 1/16" = 1'-0" Date 7/31/2015 Drawn by GJ Checked by PS A3.3 Project number 2947 30/07/2015 10:12:34 AM 10:12:34 30/07/2015 NOTE: -STRUCTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL DRAWINGS. (REPORT ANY DISCREPANCIES IMMEDIATELY)

[email protected]

PAUL SKERRY ASSOCIATES 5514 Livingstone Place Halifax, Nova Scotia B3K 2B9 ph: 902-455-4361 fax: 902-455-7778 email: [email protected]

NOTES:

1) THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL ALL DIMENSIONS ON SITE & REPORTING ANY DISCREPANCY TO THE ARCHITECT BEFORE PROCEEDING.

2) DO NOT SCALE FROM DRAWINGS USED FIGURED DIMENSIONS.

3) DRAWING REPRESENTATIONS MAYBE IN VARIANCE W/ DETAILED SPECS. & SCHEDULES, IN WHICH CASE SPECS. & SCHEDULES OVERRIDE THE DRAWINGS.

4) CHANGES FROM THESE PLANS & SPECS. MUST BE AGREED TO IN WRITING, & APPROVED BY THE M ARCHITECT & OWNER, BEFORE PROCEEDING. 5) ONLY THOSE DRAWINGS MARKED APPROVED FOR CONSTRUCTION, ARE TO BE USED FOR CONSTRUCTION.

" 0 6)THESE DRAWINGS ARE TO BE READ IN L ' - 20 CONJUNCTION W/ THE SPECS.

" 0 K ' - 20

" 0 J ' - 20 Original Signed UP 2 Bedroom 604 1104 SF

C O R 2 Bedroom R ID O 603 R No. Description Date 1205 SF 2 Bedroom UP Issued for Development Agreement 07/31/15 H 605

1230 SF 0 2 -

2 ' ' 19 - 2 0 2 "

G 2 0 ' 2 Bedroom - Bachelor " 18 0 0 " -

602 ' 601 1 2 1060 SF 690 SF RD 17 F

20' - 0" 20' - 0" 20' - 0" 19' - 0" 16 15 14 13 PROPOSED 12 11 COMMERCIAL/RESIDENTIAL Level 6 1 UNIT COUNT ROBIE & DUFFUS 1/16" = 1'-0" 0 - ONE BEDROOM 5 - TWO BEDROOM HALIFAX, NS For:KANELLAKOS 5 TOTAL

Sixth Floor Plan

Scale 1/16" = 1'-0" Date 7/31/2015 Drawn by GJ Checked by PS A3.5 Project number 2947 30/07/2015 10:12:36 AM 10:12:36 30/07/2015 NOTE: -STRUCTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL DRAWINGS. (REPORT ANY DISCREPANCIES IMMEDIATELY)

[email protected]

PAUL SKERRY ASSOCIATES 5514 Livingstone Place Halifax, Nova Scotia B3K 2B9 ph: 902-455-4361 fax: 902-455-7778 email: [email protected]

NOTES:

" 0 1) THE CONTRACTOR IS RESPONSIBLE FOR ' - 20 CHECKING ALL ALL DIMENSIONS ON SITE & M N REPORTING ANY DISCREPANCY TO THE ARCHITECT BEFORE PROCEEDING.

" 2) DO NOT SCALE FROM DRAWINGS USED FIGURED 0 ' - DIMENSIONS. L 20 3) DRAWING REPRESENTATIONS MAYBE IN VARIANCE W/ DETAILED SPECS. & SCHEDULES, IN " WHICH CASE SPECS. & SCHEDULES OVERRIDE 0 ' - THE DRAWINGS. K 20 4) CHANGES FROM THESE PLANS & SPECS. MUST BE AGREED TO IN WRITING, & APPROVED BY THE ARCHITECT & OWNER, BEFORE PROCEEDING. 0" - 0' J 2 5) ONLY THOSE DRAWINGS MARKED APPROVED RD FOR CONSTRUCTION, ARE TO BE USED FOR CONSTRUCTION.

6)THESE DRAWINGS ARE TO BE READ IN CONJUNCTION W/ THE SPECS. RD

2 Bedroom UP 504 RD 1104 SF

E C Original Signed O 2 BD Unit R R ID 2 0 503 O ' R

- - 0" 21' 20 0 " 1348 SF 2 BD Unit UP H 505 SLOPE 2% SLOPE 2% SLOPE 2% D

1230 SF "

0 2 2 -

' ' 19 - 2 0 " 2

18' - 0" 18' No. Description Date Issued for Development Agreement 07/31/15 2 BD unit G C 2 0 502 ' - 2 Bedroom " 18 0 0 " - 1371 SF '

501 1 21' - 0" 21' OUTDOOR AMENITY SPACE 2 1195 SF

SLOPE 2% SLOPE 2% SLOPE 2% 17 F B 17' - 0" 17' A

20' - 0" 20' - 0" 20' - 0" 19' - 0" 20' - 0" 20' - 0" 22' - 0" 20' - 0" 20' - 0" 22' - 0" 20' - 0" 20' - 0" 16 15 14 13 12 11 10 9 8 7 6 5 4 3 Level 5 1 1/16" = 1'-0" PROPOSED COMMERCIAL/RESIDENTIAL UNIT COUNT ROBIE & DUFFUS 0 - ONE BEDROOM 5 - TWO BEDROOM HALIFAX, NS For:KANELLAKOS 5 TOTAL

Fifth Floor Plan

Scale 1/16" = 1'-0" Date 7/31/2015 Drawn by GJ Checked by PS A3.4 Project number 2947 30/07/2015 10:12:35 AM 10:12:35 30/07/2015

Robie Street/Duffus Street Traffic Impact Statement

July 2015

Prepared for

Servant Dunbrack McKenzie & MacDonald Ltd

JRL consulting JRL consulting

TABLE OF CONTENTS

1 INTRODUCTION ...... 2

1.1 BACKGROUND ...... 2 2 EXISTING TRAFFIC CONDITIONS ...... 7

2.1 DESCRIPTION ...... 7 2.2 EXISTING TRAFFIC VOLUMES ...... 10 2.3 EXISTING TRIP DISTRIBUTION ...... 10 2.4 TRANSIT AND PEDESTRIANS ...... 10 3 SITE GENERATED TRAFFIC ...... 12

3.1 TRIP GENERATION ...... 12 3.2 PASS BY TRIPS ...... 14 4 CONCLUSIONS AND RECOMMENDATIONS ...... 14

Original Signed

Prepared by

Jeff R. LeBlanc, P.Eng., PMP

45 Thorndale Terrace, Bedford, Nova Scotia B4A 0B7 T: 902.405.5584 | email: [email protected] Robie Street at Duffus Street Traffic Impact Statement

1 Introduction

1.1 Background

Servant Dunbrack McKenzie & MacDonald Ltd. in conjunction with Paul Skerry Associates Limited are working on a proposal to redevelop a number of properties at the northeast corner of the Robie Street at Duffus Street intersection that currently contain a number of different buildings and land uses. Exhibit 1.1 shows the site in red in the context of the surrounding area in Halifax.

Exhibit 1.1 – Proposed Development at Robie Street at Duffus Street in Halifax, Nova Scotia

Source: Google Earth

The information provided for the proposed redevelopment shows a 6-story building with one level of underground parking along with surface parking on the ground level. It includes 58 apartments (one and two bedroom), a 7,621 sqft restaurant and 3,966 sqft of commercial space.

The proposed redevelopment will replace the existing Cousins Restaurant (2,887 sqft), a Needs Convenience Store (1,949 sqft) and a single family home at the northeast corner of the Robie Street at Duffus Street intersection.

Refer to the following exhibits of concept floor plans of the proposed development in Halifax, Nova Scotia as provided by Servant Dunbrack McKenzie & MacDonald Ltd and Paul Skerry Associates Limited.

www.jrlconsulting.ca Page 2 Robie Street at Duffus Street Traffic Impact Statement

Exhibit 1.2 – Robie Street at Duffus Street Proposed Underground Parking

Exhibit 1.3 – Robie Street at Duffus Street Proposed Ground Floor Plan

www.jrlconsulting.ca Page 3 Robie Street at Duffus Street Traffic Impact Statement

Exhibit 1.4 – Robie Street at Duffus Street Proposed 2nd Floor Plan

Exhibit 1.5 – Robie Street at Duffus Street Proposed 3rd Floor Plan

www.jrlconsulting.ca Page 4 Robie Street at Duffus Street Traffic Impact Statement

Exhibit 1.6 – Robie Street at Duffus Street Proposed 4th Floor Plan

Exhibit 1.7 – Robie Street at Duffus Street Proposed 5th and 6th Floor Plan

www.jrlconsulting.ca Page 5 Robie Street at Duffus Street Traffic Impact Statement

Exhibit 1.8 – Existing Cousins Restaurant and Needs Convenience Store

Exhibit 1.9 – Existing Cousins Restaurant and Needs Convenience Store

JRL consulting inc. was retained by SDMM to prepare a Traffic Impact Statement (TIS) to assess the potential traffic impacts of the proposed development of the northeast corner of the Robie Street at Duffus Street intersection in Halifax, Nova Scotia.

The purpose of a Traffic Impact Statement is to provide a high level overview of a proposed development including estimates of site-generated traffic along with an initial review of existing traffic counts in the general area of the proposed development. This information will form part of the initial application to HRM which will be reviewed by staff and council. We are pleased to submit this report which summarizes our findings and provides the information required by HRM for review.

www.jrlconsulting.ca Page 6 Robie Street at Duffus Street Traffic Impact Statement

2 Existing Traffic Conditions

2.1 Description

The principal routes affected by this proposed development are Robie Street and Duffus Street/Lady Hammond Road. Exhibit 2.1 summarizes HRM’s Characteristics of Street Classes from HRM’s Municipal Service Systems Design Guidelines.

Exhibit 2.1 - HRM Characteristics of Street Classes

Characteristic Arterial Major Minor Local Local Street Street Collector Collector Industrial 1. Traffic Service First Traffic Traffic Traffic Traffic Function Consideration movement movement of movement movement 2. Land Access Limited Access primary equal secondary secondary Function with no parking consideration, importance with consideration consideration land access land access, with land access with land access secondary parking primary primary consideration, permitted consideration, consideration, some parking parking parking permitted permitted 3. Range of design traffic average More than 12,000 to Up to 12,000 Less than 3,000 Less than 3,000 daily volume 20,000 20,000 or more 4. Characteristics Uninterrupted Uninterrupted of traffic flow flow except at flow except at Interrupted flow Interrupted flow Interrupted flow signals; w/ signals and pedestrian crosswalks overpass 5. Average running speed in off-peak 50-70 km/hr 40-60 km/hr 30-50 km/hr 15-30 km/hr 15-30 km/hr conditions 6. Vehicle types Passenger and All types All types but All types with All types service vehicles, trucks may be truck limitation transit buses; limited large vehicles restricted 7. Connects to Expressways, Expressways, Arterials, major Some major Some major arterials, major arterials, major collectors, minor collectors, minor collectors, minor collectors, minor collectors, minor collectors, locals collectors, locals collectors, locals collectors collectors, some locals

Robie Street is major collector that runs from the south end to the north end of the Halifax Peninsula and is a major artery for traffic. It provides access to apartments, restaurants, schools, a fire station and many residential homes near the proposed development. There are concrete sidewalks built to HRM specifications on Robie Street. The posted speed limit is 50km/hr.

Duffus Street is major collector that runs from the Barrington Street to Robie Street where it becomes Lady Hammond Road as it continues to the Windsor Street Exchange. It provides access to apartments, restaurants, and many residential homes near the proposed development. There are concrete sidewalks built to HRM specifications on Duffus Street/Lady Hammond Road. The posted speed limit is 50km/hr.

Refer to Exhibit 2.2 for photos of the Study Area around the proposed development of the northeast corner of the Robie Street at Duffus Street intersection in Halifax, Nova Scotia.

www.jrlconsulting.ca Page 7 Robie Street at Duffus Street Traffic Impact Statement

Exhibit 2.2 – Study Area Photos

Duffus Street looking west at Robie Street

Robie Street looking south at Duffus Street/Lady Hammond Road

Lady Hammond Road looking east at Robie Street

www.jrlconsulting.ca Page 8 Robie Street at Duffus Street Traffic Impact Statement

Robie Street looking north at Duffus Street/Lady Hammond Road

Duffus Street looking east at proposed development

Robie Street looking north at proposed development

www.jrlconsulting.ca Page 9 Robie Street at Duffus Street Traffic Impact Statement

2.2 Existing Traffic Volumes

We completed a site review of the proposed development and analyzed the existing transportation network in the general area which includes Robie Street, Duffus Street and Lady Hammond Road.

We checked with HRM for recent counts in the general area and they had completed AM and PM peak hour manual turning movement counts in November 2014 at the signalized Robie Street at Duffus Street intersection as summarized in Exhibit 2.3.

Exhibit 2.3 – Robie Street at Duffus Street/Lady Hammond Road Existing Traffic 2014

2.3 Existing Trip Distribution

HRM counts at the Robie Street at Duffus Street/Lady Hammond Road intersection provide an accurate picture of current trip distribution in the study area and we expect that traffic generated by the proposed redevelopment of properties on the northeast corner of the Robie Street/Duffus Street intersection to follow similar patterns.

2.4 Transit and Pedestrians

The study area is well serviced by Metro Transit through major transit route 9 (Barrington) and route 7 (Robie) as shown in Exhibits 2.4 and 2.5

There are concrete sidewalks on both sides of Robie Street and Duffus Street/Lady Hammond Road near the proposed development and the area is pedestrian friendly.

www.jrlconsulting.ca Page 10 Robie Street at Duffus Street Traffic Impact Statement

Exhibit 2.4 – Halifax Transit Route 9 Barrington Map

Exhibit 2.5 – Halifax Transit Route 7 Robie Map

www.jrlconsulting.ca Page 11 Robie Street at Duffus Street Traffic Impact Statement

3 Site Generated Traffic

3.1 Trip Generation

The proposed redevelopment will include 58 apartments (one and two bedroom), a 7,621 sqft restaurant and 3,966 sqft of commercial space.

It will replace the existing Cousins Restaurant (2,887 sqft), a Needs Convenience Store (1,949 sqft) and a single family home at the northeast corner of the Robie Street at Duffus Street intersection.

We assessed the theoretical net increase in traffic that will be generated by the proposed redevelopment by estimating trips generated today by the existing development

We completed trip generation estimates using equations provided in Institute for Transportation Engineer’s Trip Generation Manual Ninth Edition. We used the following ITE Land Use Codes to assess site generated trips for the existing site and proposed developments. For the purpose of this assessment we assigned 2,000 sqft of the proposed commercial land use as a Specialty Retail Centre with the balance of 1,966 sqft as a Convenience Market (24 hours) which is similar to the existing Needs Convenience Store.

 ITE Land Use 210 Single Family Detached Housing

“Single-family detached housing includes all single-family detached homes on individual lots. A typical site surveyed is a suburban subdivision.” The unit of measurement for average vehicle trip ends is dwelling units.

 ITE Land Use 220 Apartment

“Apartments are rental dwelling units that are located within the same building with at least three other dwelling units, for examples quadraplexes and all types of apartment buildings.” The unit of measurement for average vehicle trip ends is dwelling units.

 ITE Land Use 851 Convenience Market (Open 24 Hours)

“The convenience markets in this classification are open 24 hours per day. These markets sell convenience foods, newspapers and magazines; they do not have gasoline pumps.” The unit of measurement for average vehicle trip ends is 1,000 Square Feet Gross Floor Area.

 ITE Land Use 826 Specialty Retail Center

“Specialty retail centers are generally small strip shopping centers that contain a variety of retail shops and specialize in quality apparel, hard goods and services, such as real estate offices, dance studios, florist and small restaurants.” The unit of measurement for average vehicle trip ends is 1,000 Square Feet Gross Floor Area.

 ITE Land Use 933 High Turnover (Sit-Down) Restaurant

“Consists of sit-down, full service easting establishments with typical duration of stay of approximately one hour. This type of restaurant is usually moderately priced and frequently belong to a restaurant chain. Generally, these restaurants serve lunch and dinner; they may also be open for breakfast and are sometimes open 24 hours a day.” The unit of measurement for average vehicle trip ends is 1,000 Square Feet Gross Floor Area.

www.jrlconsulting.ca Page 12 Robie Street at Duffus Street Traffic Impact Statement

Exhibit 3.1 – Existing Estimated Site Generated Traffic Volumes at Robie Street/Duffus Street

AM PEAK PM PEAK LAND USE QUANTITY TOTAL ENTER EXIT TOTAL ENTER EXIT

Single Family Detached 25% 75% 63% 37% 1 1 1 Housing 1 1

Convenience Market 50% 50% 51% 49% 1,950 sqft 131 102 (Open 24 hours) 65 65 52 50

High Turnover 55% 45% 60% 40% 2,890 sqft 31 28 Restaurant 17 14 17 11

TOTAL 163 83 80 132 70 62

Exhibit 3.2 – Future Estimated Site Generated Traffic Volumes at Robie Street/Duffus Street

AM PEAK PM PEAK LAND USE QUANTITY TOTAL ENTER EXIT TOTAL ENTER EXIT

20% 80% 65% 35% Apartments 58 32 50 6 26 32 17

48% 52% 56% 44% Specialty Retail Center 2,000 sqft 14 10 7 7 6 4

Convenience Market 50% 50% 51% 49% 1,966 sqft 132 103 (Open 24 hours) 66 66 53 50

High Turnover 55% 45% 60% 40% 7,620 sqft 82 75 Restaurant 45 37 45 30

TOTAL 260 124 136 238 135 102

The addition of 58 residential units at this location has the potential to reduce traffic entering the Halifax Peninsula in this urban infill scenario as the location will promote use of transit, walking and cycling. This location may also attract tenants without vehicles as a result of its proximity to transit and other services within walking distance which could generate less traffic than estimated.

An urban infill development like this as proposed has the potential to generate significantly less traffic that ITE rates would estimate as we expect the proposed retail land component and the restaurant to attract the majority of its customers from people who already live and work in the general area so these are not net new site generated trips.

Based on our analysis above we estimated that the proposed redevelopment will generate less traffic than the existing land uses on site. The potential estimated net variance in traffic by the proposed redevelopment at Robie Street at Duffus Street is summarized in Exhibit 3.3.

www.jrlconsulting.ca Page 13 Robie Street at Duffus Street Traffic Impact Statement

Exhibit 3.3 – Estimated Net New Future Traffic Volumes at Robie Street/Duffus Street

AM PEAK PM PEAK LAND USE QUANTITY TOTAL ENTER EXIT TOTAL ENTER EXIT

TOTAL 88 39 39 105 65 40

3.2 Pass By Trips

We expect that this proposed development will attract a significant portion of its trips from the existing traffic passing by the site. These pass-by trips do not add new traffic to the surrounding transportation network; however, they are included in the traffic volumes entering and exiting the site. Essentially, pass-by trips are intermediate stops of a trip that already exists on the transportation network. They are not diverted from another roadway. For example, ITE estimates that a Convenience Market (Open 24 hours) has an average of 61% pass-by trips.

4 Conclusions and Recommendations

 This Traffic Impact Statement has provided a high level overview of the proposed redevelopment of lands at the northeast corner of the Robie Street at Duffus Street intersection in Halifax, Nova Scotia.

 It includes an estimate of existing site generated trips; total new site generated trips as well as an analysis of existing traffic volumes in the surrounding area.

 An urban infill development like this as proposed has the potential to generate significantly less traffic that ITE rates would estimate as we expect the proposed retail land component and the restaurant to attract the majority of its customers from people who already live and work in the general area so these are not net new site generated trips.

 The residential component of the proposed redevelopment has potential to reduce traffic entering the peninsula if it attracts residents who currently live off the peninsula and work in this area. The close proximity to numerous key transit routes may reduce the estimated traffic generated by the residential suites as provided in this report.

 Based on ITE Trip Generation Rates, we estimate that the proposed redevelopment will generate an additional 88 vehicle trips in the AM peak hour and an additional 105 vehicle trips in the PM peak hour after our analysis of the estimated trips generated by the existing buildings in comparison to the estimated future site generated traffic. These totals do not include an adjustment for pass-by-trips.

 Site generated traffic will most likely follow existing trip distribution patterns along Robie Street, Duffus Street and Lady Hammond Road in the AM and PM peak hours.

 The site is located close to major transit links and in a pedestrian and bicycle friendly area so it fits well with HRM’s Active Transportation Program that aims to help residents bike, walk and use other human power ways to move around the city.

 This proposed commercial space and restaurant may help entice people to live and work in Halifax. www.jrlconsulting.ca Page 14 Original Signed RAYMOND A. LANDRY DANIEL S. GERARD MASc., P.Eng. P.Eng., NSLS

CHRISTOPHER J. FORAN CARL K. HARTLEN P.Eng. NSLS

GEOFFREY K. MacLEAN H. JAMES McINTOSH Servant, Dunbrack, McKenzie & MacDonald Ltd. P.Eng. P.Eng., NSLS, CLS

NOVA SCOTIA LAND SURVEYORS & CONSULTING ENGINEERS RACHAEL W. CANNINGS KEVIN A. ROBB P.Eng. NSLS 36 Oland Crescent ALEXANDER W. PULSIFER MICHAEL S. TANNER Bayers Lake Business Park P.Eng. NSLS Halifax, Nova Scotia B3S 1C6 BLAKE H. TRASK KYLE R.T. BOWER

P.Eng. P.Eng., NSLS

Phone (902) 455 1537 Email [email protected] SANDRA G. WHITE ADAM J. PATTERSON Fax (902) 455 8479 Website www.sdmm.ca B.Comm., CGA P.Eng.

July 31, 2015

Halifax Water c/o Josh DeYoung 450 Cowie Hill Road Halifax, NS

From: Rachael Cannings, P.Eng. File No. 1-1-668 (31262)

Re: Robie Street/Duffus Street Residential/Commercial Building, Halifax, NS – Sanitary Lateral Size Confirmation

Project Summary: Commercial Residential Restaurant Building 368 m2 58 Units 708 m2 *Areas and number of residential units based on the June 26, 2015 email from Greg Johnston, Paul Skerry Associates Limited.

References: 1. Halifax Water (HW) Design & Construction Specifications (2015 Edition), Section 5.2.1: • Q = [1.25 x (a x M)] + b Where; Q = Sanitary sewer flow. 1.25 = Safety Factor. a = Average dry weather flow. M = Peaking factor using Harmon Formula; M = 1 + [14 / (4 + P0.5)] b = Long-term infiltration/inflow allowance. P = Population in thousands • Residential Average Dry Weather Flow: 330 L/day per person • Multi-Unit Dwelling Population: 2.25 people per unit • Infiltration allowance: 0.28 L/hagross/s

2. Atlantic Canada Wastewater Guidelines (AWG) Manual (2006 Edition), Section 2.3: • Table 2.1: Average Daily Flows based on establishment type 2 o Commercial & Office/Retail Space: 6 L/day per m

o Restaurant: 225 L/day per seat + 100 L/day per employee • Section 2.3.4.2 Population Estimates: o 85 people per hagross

Calculation Summary:

Population Estimate (P) Reference: P1: AWG Section 2.3.4.2 Commercial/Retail: 85 people per ha P2: HW Section 5.2.1 Residential: 2.25 people per unit P3: Assumed 60% of restaurant area for the dining room and approximately 20 ft2 (1.86 m2) per person, with 20 employees P = P1 + P2 + P3 2 2 P1 = 85 x 368 m x (1 ha/10,000 m ) = 3 people P2 = 2.25 people per unit x 58 Units = 131 people 2 2 P3 = 0.60 x 708 m x (1 person/1.86 m ) + 20 employees = 249 people (229 patrons) P = 3 people + 131 people + 249 people = 383 people (or 0.383)

Dry Weather Flow (a) Reference: 2 a1: AWG Table 2.1: Commercial/Retail: 6 L/day per m a2: HW Section 5.2.1: Residential: 330 L/day per person a3: AWG Table 2.1: Restaurant: 225 L/day per seat + 100 L/day per employee a = a1 + a2 + a3 2 2 a1 = 6 L/day per m x 368 m = 2,211 L/day a2 = 330 L/day per person x 383 people = 126,390 L/day a3 = 225 L/day/seat x 229 seats + 100L/day/employee x 20 employees = 53,525 L/day a = (2,211 + 126,390 + 53,525) L/day = 182,126 L/day (or 2.11 L/s)

Infiltration (b) Reference: HW Section 5.2.1: Infiltration allowance: 0.28 L/hagross/s Lot Area = 0.348 ha

b: 0.28 L/hagross/s x 0.348 ha = 0.10 L/s

Peaking Factor (M)

M = 1 + [14 / (4 + P0.5)] M = 1 + [14 / (4 + (0.383)0.5)] = 4.03

Sanitary Sewer Flow (Q)

Q = [1.25 x (a x M)] + b

Sanitary Lateral Size Confirmation Page 2 of 3

Q = [1.25 x (2.11 L/s x 4.03)] + 0.10 L/s = 10.73 L/s

Sanitary Lateral Size Confirmation:

A 200 mm PVC lateral at 2.00% slope has a capacity of 60.30 L/s. With Q = 10.73 L/s, the depth of flow will be 57 mm with an average flow velocity of 1.45 m/s. Based on these values the proposed lateral will have sufficient flow capacity while meeting the minimum flow velocity requirements. For additional information or discussion regarding these findings please contact the undersigned.

Regards,

Servant, Dunbrack, McKenzie & MacDonald Ltd. Original Signed

Rachael Cannings, P.Eng. Project Engineer

Z:\SDMM\31000-31999\31250\31262\Correspondence\Data Exchange\HW\2015.07.31 Sanitary Flow Confirmation.docx

Sanitary Lateral Size Confirmation Page 3 of 3