50th street market - cwed.reapplications.com

Mark McCannPartner 780 917 8328 [email protected]

Gary KillipsPartner 780 917 8332 [email protected]

Suite 2700, TD Tower10088 102 AvenueEdmonton, AB T5J 2Z1 www.cwedm.com

50 STREET

167 A

VE

NU

E

BRINTNELL NBHD

CY BECKER NBHD

Aerial - Oct. 2016

“PHASE

P H A S E 1 - F U L LY L E A S E D

MCCONACHIE NBHD

PROPERTY FEATURES• Phase I - 100% leased

• Situated in a high growth area with a 40% population increase since 2012

• Retail draws in the immediate area include: Sobeys, Shoppers Drug Mart, ATB, Royal Bank, Scotiabank, TD Bank, Western Cellars, along with numerous service related retailers

• Easy access to Anthony Henday Drive and Manning Drive

• 20,000 vehicles per day pass the site

• Join Save-on-foods, Orange Theory Fitness, Liquor Depot, Starbucks, Dairy Queen, Lube City, CIBC, The Vision Gallery, MobilFix, Manning Pizza, Brintnell Dental Clinic, Pretty Nails & Spa, KFC, Nagoya Japanese Restaurant, and Edmonton Public Library

• Immediate population exceeds 29,000 people (2016)

• Future population at full build-out is estimated at 46,000 people

• Estimated Operating Cost: $14.85/sq. ft. (2018)

Only One Retail Bay Remaining: 1,012 Sq. Ft.

JOIN SAVE ON FOODS

“NOW OPEN”

ANTHONY HENDAY DRIVE

50th Street MarketSEC of 50 Street & 167 Avenue, Edmonton, AB

FOR LEASE

Cushman & Wakefield Edmonton is independently owned and operated / A Member of the Cushman & Wakefield Alliance. Cushman & Wakefield Copyright 2018. No warranty or representation, express or implied, is made to the accuracy or completeness of the information contained herein, and same is submitted subject to errors, omissions, change of price, rental or other conditions, withdrawal without notice, and to any special listing conditions imposed by the property owner(s). As applicable, we make no representation as to the condition of the property (or properties) in question. July 17, 2018




POPULATIONS

S I T E

4,941

4,0176,136 6,482

2016 Population

AERIAL LOCATOR

Aerial Oct. 2016

167 AVENUE

50 STREET

MANNING FREEWAY

ANTHONY HENDAY DRIVE

1 1 ,400 VPD

NEIGHBOURHOOD NAME

2012 Municipal Census

Populations

2014 Municipal Census

Populations

2016Municipal Census

Populations

Projected / or Actual Build out populations per

NASPBrintnell 5,177 5,747 6,482 5,534

Hollick Kenyon 5,211 5,585 6,136 6,180

Matt Berry 4,080 4,209 4,017 5,014

McConachie 897 2,743 4,941 12,028

Cy Becker 0 0 683 4,924

Subtotals 15,365 18,284 22,259 33,405

Miller 3,122 3,217 3166 4376

Ebbers Industrial 0 0 0 2419CasselmanFormerly MacLeod East & West

2,3143,684 3645

(6,266 +/‐) from previous NASP3,405

Subtotals 8,841 6,901 6,811 13,061

TOTALS24,206 (2012)

25,185 (2014)

29,070(2016) 46,466

As of December 2016

683


FOR LEASE





50TH STREET MARKETSEC OF 50 STREET & 167 AVENUEEDMONTON, ABRETAIL SPACE FOR LEASEFROM 1,000 SQ. FT.

Save On Foods - NOW OPEN CRU 6 CRU 7

- AVAILABLE

- LEASEDCRU BUILDING #5

NAGOYAJAPANESE

RESTAURANT

CRU BUILDING #6

1,012 SF.

CRU BUILDING #3

PR

ETT

Y N

AIL

S &

SPA

CRU BUILDING #7

UNIT 11,800 SF. UNIT 2

1,085 SFUNIT 3992 SF

UNIT 4991 SF

UNIT 51,085 SF

BRITNELLVETERINARY

HOSPITAL


FOR LEASE





STO

P

STOP

STO

P

STOP

STOP

STO

P

STOP

STOP

STOP

STOP

STOP STOP STOP STOP

STOP STOP STOP STOP STOP

STOP

STOP

STOP STOP

STOP

STOPSTOP

STOP

STOPSTOP STOPSTOP STOP

STOP

STO

P

STOP

STOP

STOP

STO

P

STO

P

STO

P

STOP

STO

P

TC

T C

T

C

TC

CT

T C

CONFIRM ELEVATOR

SUPPLIERDIMENSIONS WITH

TRACTION ELEVATOROTIS GEN2 2500 LBS.

3+1

3+1

3+1

3+1

66895 LEASE LINE

64488 LEASE LINE

8A

3

E

C

6

C

7

C

L.S.

PROPERTY LINE

PAINTED "SMALL CAR ONLY"

PAINTED STOP LINE

PAINTED CROSSING

T

PAINTED TRAFFIC ARROWS

TRANSFORMER VAULT(SEE ELECT. DWGS.)

CONCRETE LETDOWN

PAINTED ACCESSIBLEPARKING SIGN

CONCRETE

LANDSCAPING

TRUCK ROUTE & HEAVYDUTY ASPHALT, REFERTO SPEC.

SC

BIKE RACK

RIGID INSULATION UNDERSIDEWALK. REFER TO CURBAND SIDEWALK DETAILS(A1.1.1) AND SPEC.

SITE LEGEND

FIRE HYDRANTF.H.

FIRE DEPARTMENTCONNECTION

RIGID INSULATION UNDERCONCRETE PAD, SEE SPEC.

219

65

8 @

9'-0

" = 7

2'-0

1/2"

164596 @ 9'-0" = 54'-0"

8534

2 @ 14'-0" = 28'-0"

192027 @ 9'-0" = 63'-0"

615

320

'-2 1/

2"

PROPERTY LINE

REQUIRED 6.0mSETBACK

PROPERTY LINE

PROPERTY LINE


PROPERTY LINE

2013

6'-7

"13

712

5 @

9'-0

" = 4

5'-0

"8

534

2 @

14'-0

" = 2

8'-0

"

426714'-0"

762025'-0"

5486

2 @ 9'-0" = 18'-0"

12' x

30'

LOA

DIN

G

579119'-0"

167 AVENUE NW

50 S

TREE

T N

W

15.0m RESIDENTIALZONE SETBACK

17'-0

"84

'-0 1/

8"

428

714

'-1"

12'x3

0'

LOA

DIN

G

732224'-0 1/2"

7622'-6"

456614'-11 1/2"

GARBAGE

914

430

'-0"

179

88

59'-0

"76

2025

'-0"

574

018

'-10

"15

245'

-0"

1219

4'-0

"

1524

5'-0

"31

775

104

'-3"

60

00

19'-8

"6

00

019

'-8"

1032633'-10 1/2"

12194'-0"

660421'-8"

10'X30'LOADING

165 AVENUE NW

60

00

19'-8

"

318810'-5 1/2"

LS

LS

LS

LS

LS

LSLS

LS

LS

LS

LS LSLS

LSLS

PATIO

609520'-0"

7620

25'-0

"

8

13

10

8

20

EXISTINGENTRY

914430'-0"

16'-1

0"

65'

-0"

38'-3

"

4'-0

"

164

63

6 @

9'-0

" = 5

4'-0

"

1639

5'-4

1/2"

248

48

'-2"

220

3972

'-3 1/

2"10

439

34'-3

"

5180

256

10

1880061'-8"1524

5'-0"

5130

1981

0116

60

18296'-0"

579319'-0"

1309742'-11 1/2" 26286

86'-3"1156

3'-9 1/2"579119'-0"

PYLONSIGNAGE

PYLONSIGNAGE

1526"

PYLON SIGNAGE

PYLONSIGNAGE

BIKE RACK

BIKE RACK

BIKE RACK

C4

C2

C2

C1 C1

C4C4

C4

C4

C4

C2

C4C4

C4

C4

C4

C4

C4C4

C4

C1

C1

C1

C1

C4

C2C4

C4

C4

C4

C4

C1

C2

C2

C2

C4

C2

C4 C2

C2

C2

C4

C4

C4C4

C4

C4

C4

C4

C4

C4

C2

C2

C2

R 8'-0"R 7'-

0"R 6

'-4 1/

2"

R 19'-10 1/2"

13

6 12 11 9 12 6

C4 C4 C4 C4 C4

C4C4 C4 C4 C4

C4

C4

C4 C2

C4

765

2'-6

"16

46

06

@ 9

'-0" =

54

'-0"

762

2'-6

"

1371

65

@ 9

'-0" =

45'

-0"

LSLS

LS LS LS LS

LS

LSLS

659821'-8"

518217'-0"

761925'-0"

1158438'-0"

762025'-0"

1158238'-0"

762025'-0"

1158238'-0"

762025'-0"

1158238'-0"

762025'-0"

518217'-0"

350

611'

-6"

CRU 2 CRU 3

CRU 1

66923219'-7"

639

3420

9'-9

"

64488211'-7"

R 22'-0"

R 20'-0

"

762025'-0"

22107'-3"

579119'-0"

731524'-0"

1158238'-0"

518

217

'-0"

1829

6'-0

"27

280

89

'-6"

124

94

'-1"

40

81

13'-4

1/2"

5198

16

'-6"

356

62

13 @

9'-0

" = 11

7'-0

"19

776

'-6"

LS

13 DRIVE THROUGHSTALLS @ 6.5m x3.0m (21.3' x 9.8')


5,731 SF

MAIN FLOOR: 38,425 SFMEZZ. FLOOR: 3,194 SF

3051'-0"

35620116'-10 1/2"

PROPERTY LINE


CRU 6 CRU 7

ANCHOR A -PROPOSED GROCERY

7,171 SF

6,170 SF 7,578 SF

T

EXISTINGTRANSFORMERS

9653'-2"

660421'-8"

341711'-2 1/2"

12194'-0"

426414'-0"

614

720

'-2"

19 19 1920 20 19

LS

LS LS LS LSLS LS

LS

GARBAGEENCLOSURE 'B'

114

LOA

DIN

G

10'x3

0'

LOA

DIN

G

457

215

'-0"

455

314

'-11 1

/2"

6

13

15114'-11 1/2"

LS

LS

LS

LS

LS

EQEQ

C1

LS

LS

C1

C2

586

719

'-3"

2895695'-0"

SMAL

LCA

RSM

ALL

CAR

LSLS

LS

LS

LS

LS

137165 @ 9'-0" = 45'-0"

9143'-0"

671622'-0 1/2"

11433'-9"

602019'-9"

3632

11'-11

"10

92

3'-7

"

48

7716

'-0"

594

419

'-6"

106

73'

-6"

426

714

'-0"

951

231

'-2 1/

2"9

144

30'-0

"

15°

1371

65

@ 9

'-0" =

45'

-0"

548

618

'-0"

219

46

8 @

9'-0

" = 7

2'-0

"

SIDEWALK FLUSH WITHASPHALT IN FRONT OFSUPERMARKET

518217'-0"

C4

1930

6'-4

"

246

89

9 @

9'-0

" = 8

1'-0

"10

97 3

36'-0

"19

776

'-6"

776

825

'-6"

109

7 34

@ 9

'-0" =

36

'-0"

1006933'-0 1/2"

929630'-6"

807726'-6"1067

3'-6"

6

C5

C2

C2

C4

C1C1C1

C4

C4

C4

C4

EXTENT OF RIGIDINSULATIONUNDERSIDEWALK

PAR

PAR

PAR

PAR

C4 LS

C4

5


1828

86

0'-0

"10

237

33'-7

"

1574

5'-2

"

C2

C4

454

814

'-11"

15245'-0"

1864861'-2"

686122'-6"

1548050'-9 1/2"

1391645'-8"

686122'-6"

579119'-0"

20

548

62

@ 9

'-0" =

18

'-0"

518

1617

@ 10

'-0" =

170

'-0"

1372

4'-6

"

LS

933830'-7 1/2"

PYLONSIGNAGE

4.4 m 44.3 m 11.5 m 51.3 m

426614'-0"

655321'-6"

15245'-0" 8534

28'-0"

23887'-10" 23317

76'-6"16459

6 @ 9'-0" = 54'-0"

9123'-0" 4267

14'-0"9

144

30'-0

"28

559

'-4 1/

2"9

144

30'-0

"

10683'-6"

426614'-0"

LS

LSLS

LS

248

03

81'-

4 1/

2"

4115

13'-6

"10

97 3

36'-0

"

19746'-5 1/2"

11.0

m58

.1 m

64.49 m

66.92 m

CONVENIENCE3,064 SF

CAR WASH1,485 SF

CRU 41,983 SF

CRU 55844 SF

U/G

SER

VICE

LIN

E

GA

RBA

GE

T

GARBAGE

CONFIRM EXACTENCLOSURE

LOCATION ONSITE

TRANSFORMER

T

GA

RBA

GE

C1

C4

C5

C4

C4

C4

C5 C4

C4

C4

C4

C4

C4

C4

63.

93

m

398813'-1"

7482'-5 1/2"

814026'-8 1/2"

60

05

19'-8

1/2"

5777

18'-1

1 1/2

"50

7616

'-8"

260

88

'-6 1/

2"16

00

5'-3

"9

STA

LLS

= 6

8'-0

"

399513'-1 1/2"

30857101'-3"

548418'-0"

19676'-5 1/2"

1373645'-1"

19986'-6 1/2"

518117'-0" 2450

8'-0 1/2"

1981265'-0"

10673'-6"

914

430

'-0"

7938

26'-0

1/2"

476

89

156

'-5 1/

2"12

194

'-0"

7620

25'-0

"57

91

19'-0

"71

82'

-4 1/

2"

UNIT 2/3/42961 SF

305

1'-0

"

426

714

'-0"

1219

4'-0

"

1828

86

0'-0

"24

388

'-0"

579

119

'-0"

853

428

'-0"

4571'-6

"

548

818

'-0"

548

62

18 @

10'-0

" = 18

0'-0

"13

724

'-6"

1919

1140537'-5" 610

2'-0"

518217'-0"

762025'-0" 1284

4'-2 1/2"

10'x3

0'

LOA

DIN

G

STAFF PARKING

109

7 34

@ 9

'-0" =

36

'-0"

900829'-6 1/2"

624820'-6"

762025'-0"

1158238'-0"

762025'-0"

1158238'-0"

823027'-0"

518217'-0"

457015'-0"

518217'-0"

762025'-0"

1158238'-0"

762025'-0"

579119'-0"

12194'-0"

PHASE 2PHASE 1

16

17

M&E: 184 SF

6102'-0" VEHICLE

OVERHANG

619

120

'-4"

619

120

'-4"

619

120

'-4"

619

120

'-4"

619

120

'-4"

619

120

'-4"

619

120

'-4"

48

768

16 @

10'-0

" = 16

0'-0

"

121924 @ 10'-0" = 40'-0"

82302 @ 13'-6" = 27'-0"

10923'-7"

320010'-6"

96

01

31'-6

"54

86

2 @

9'-0

" = 1

8'-0

"4

572 0

15 @

10'-0

" = 1

50'-0

"

UNIT 1 1514 SF

UNIT 2/34033 SF

UNIT 13137 SF

UNIT 22525 SF

548

618

'-0"

3017

511

@ 9

'-0" =

99

'-0"

609620'-0"

548618'-0"

UNIT 11811 SF

M&E: 186 SF

7226 SF

37490123'-0"


UNIT 51181 SF

UNIT 61087 SF

15.0m RESIDENTIALZONE SETBACK

LS

LOA

DIN

G

44

2014

'-6"

1828

86

0'-0

"34

138

112'-0

"

60

00

19'-8

"

(NOT PART OFTHIS APPLICATION)

M&E:182 SF

WOOD PANEL FENCE ONADJACENT PROPERTY

579

1 219

@ 10

'-0" =

190

'-0"

4571'-6

"

548

62

@ 9

'-0"=

18

'-0"

426

7214

@ 10

'-0" =

140

'-0"

1234

43

@ 13

'-6" =

40

'-6"

1219

4'-0

"

WHEEL STOP(TYP.)

STAMPED ASPHALTCENTRAL WALKWAY,FLUSH WITH ASPHALT

C4

C4

C2

C3

C2

C4C4C4 C4 C4 C4 C4

C4

C2

C5

C2

C4

C2C2

C2

C2

C4

FINISHED FLOOR ELEV:672.50m GEODETIC100'-0" DATUM



FINISHED FLOOR ELEV:672.40m GEODETIC100'-0" DATUMFINISHED FLOOR ELEVATION:

673.25m GEODETIC100'-0" DATUM


FINISHEDFLOOR ELEV:673.85m GEODETIC100'-0" DATUM




BIKERACK

BIKERACK

BIKE RACK

CANADAFLAG POLE

LS

F.H.

F.H.

F.H.

5°

15245'-0"

19816'-6"

426113'-11 1/2" 305

1'-0"

LS

C1C4

C2

CONNECTION TOADJACENT PROPERTY

VEH

ICLE

OV

ERH

AN

G

518

217

'-0"

610

2'-0

"

94

48

31'-0

"10

67

3'-6

"

C1

7620

25'-0"

GARBAGEENCLOSURE "A"10

'x30

'LO

AD

ING

VEH

ICLE

OV

ERHA

NG

PATIO250 SF

762025'-0"

304

810

'-0"

19816'-6" 4115

13'-6"

C2

VEH

ICLE

OV

ERH

AN

G

PEDESTRIAN CONNECTIONTO ADJACENT PROPERTY

C2PAINTEDLINES

VEHICLEOVERHANG

CARTRONICSBOUNDARY LINE



PAINTED YELLOW LINES

EXIT STAIRS

DRIVE-THRUWINDOW

DRIVE-THRUWINDOW

VEHICLEOVERHANG610

2'-0"

(12.0m )R 39'-4 1/2"

LS

C1

OUTLINE OFCANOPY

PEDESTRIAN CONNECTION

EXIT STAIRS

LS

6.0m LANDSCAPESETBACK

STA

FF P

ARK

ING

6

12

SET OUT POINT

69674TO P.L. 228'-7"

11811

TO P

.L. 3

8'-9

"

6037TO P.L. 19'-9 1/2"

1179

1TO

P.L

. 38

'-8"

111709TO P.L. 366'-6"

835

45

TO P

.L. 2

74'-1

"

126

40

9TO

P.L

. 414

'-8 1/

2"

15381TO P.L. 50'-5 1/2"

(12.0m )

R 39'-4 1/2"

(12.0m )

R 39'-4 1/2"

(12.0m )

R 39'-4 1/2"

(12.0m )

R 39'-4 1/2"

PATIO782 SF

C1LS

CURB LET DOWN

PAD MOUNTTRANSFORMER.SEE ELEC.

SWITCHINGCUBICLE. SEEELEC.

PAD MOUNTTRANSFORMER.SEE ELEC.

20°

1'-0"W STRIPE PTD."SAFETY YELLOW"

610

2'-0

"

619

120

'-4"

678

222

'-3"

762025'-0"

427314'-0

"

147'-8" 10'-0"

6'-9

"

6'-9

"

(45m)PYLON SIGNAGE

10'-6"

(3.0m)(3.2m)

PLAY AREA2001 SF

CURB TYPES:

CATCH BASIN

EXISTING ELEVATIONS

PROPOSED NEW FIN.GRADE

ACCESSIBLE PARKINGSIGN

H/C

TRUCKING CURB

FIRE HYDRANT

MANHOLE OR RIM

F.H.

STOP SIGN

TOC TOP OF CONCRETE

(ALL CURBS PAINTED -MIN. 6" WIDE ALL PARKINGLOT LINE PAINTINGTO BE "TRAFFIC YELLOW".)

BOLLARD

SIAMESE CONNECTION

CONC. CURB & SIDEWALK

CAST IN PLACE CONC.CURB (REFER TO CIVILDWG. FOR DETAILS)

C.B.

M.H.

1100

.0011

00.00

STOP

MAIN BUILDING ENTRANCE

LAMP STANDARD

CAR PLUG-IN STATION

SECONDARY BUILDINGENTRANCE

C1

C2

C3

C4

PICK-UP WINDOW

WHEEL STOPC5

BARRIER CURB

VANCOUVER, BCEDMONTON, ABTORONTO, ON

604.669.4041780.424.4041416.340.8441

SCALE:

DRAWN BY:

CHECKED:

PROJECT No:

SHEET No.

NOTES

PLOT

TED:

FILE

PAT

H:4/

27/2

016

10:0

9:00

AM

C:\R

evit

Proj

ects\

1992

Pilo

t Sou

nd Si

te-A

RCH-

(201

5)_J

enni

ferC

.rvt

A1.0.1ND, JC

HL

50TH STREET MARKET - PHASE II(ANCHOR A, CRU 5, 6,7)

16520 - 50 STREET NW, EDMONTON, AB, T5Y 0L2

SITE PLAN

19921" = 30'-0"

CONSTRUCTIONNORTH

LEGAL DESCRIPTION LOT 1, BLOCK 25, PLAN 072 9391

MUNICIPAL ADDRESS 16525 - 50 STREET NWEDMONTON, ALBERTA

PROPERTY OWNER: THE JIM PATTISON GROUP

SITE ZONING EDMONTON ZONGING BYLAW 12800.320(CSC) SHOPPING CENTRE ZONE

SITE AREA: 435,665 SF (40,474.6 m²)

(APPROX. PHASE II SITE AREA: 248,363 SF ( 23,075.6 m²))

FLOOR AREA:ANCHOR A: 38,425 SF (3,569.8 m²)

STAFF MEZZANINE: 2,098 SF ( 194.9 m²)MECH. MEZZANINE: 1,096 SF ( 101.8 m²)

CONVENIENCE: 3,064 SF ( 284.7 m²)CAR WASH: 1,485 SF ( 138.0 m²)

CRU 1: 7,171 SF ( 666.2 m²)CRU 2: 6,170 SF ( 573.2 m²)CRU 3: 7,578 SF ( 704.0 m²)CRU 4: 1,983 SF ( 184.2 m²)

MEZZANINE: 162 SF ( 15.0 m²)UNDERGROUND: 1,830 SF ( 170.0 m²)

CRU 5: 5,844 SF ( 542.9 m²)CRU 6: 5,731 SF ( 532.4 m²)CRU 7: 7,226 SF ( 671.3 m²)TOTAL BUILDING AREA: 89,863 SF ( 8,348.4 m)

SITE COVERAGE:(TOTAL BUILDING AREA DOES NOT INCLUDE MEZZ. OR ADDITONAL FLOORS TOTAL BUILDING AREA = 84,677 SF ( 7,867.4 m²)

TOTAL BUILDING AREA / SITE AREA = 19.5%

PARKING STATISTICS AS PER CITY OF EDMONTON STANDARDS

STANDARD STALL SIZEREQUIRED: 2.6m (8'-6") WIDE x 5.5m (18'-0") DEEPPROVIDED: GENERAL 9'-0" WIDE x 19'-0" DEEP

SUPERMARKET 10'-0" WIDE X 19'-0" DEEP

SMALL STALL SIZEREQUIRED 2.6m (8'-6") WIDE x 4.6m (15'-0") DEEPPROVIDED: 9'-0" WIDE x 17'-0" DEEP

DISABLED STALL SIZEREQUIRED: 3.7m (12'-0") WIDE x 5.5m (18'-0") DEEPPROVIDED: 14'-0" WIDE x 19'-0" DEEP

PARKING AISLE WIDTHREQUIRED: 7.0m = 23'-0" WIDEPROVIDED: 7.6m = 25'-0" WIDE (MAJORITY)

REQUIRED / PROVIDED PARKING COUNT:

1 ) COMMERCIAL USE CLASSES (1 STALL PER 40.0 m² FLOOR AREA)ANCHOR A ‘SUPERMARKET’ 38,425 SF (3569.8 m²) / 40.0 m² = 90 STALLS

TOTAL MEZZ. LEVEL 3,194 SF ( 296.7 m²) / 40.0 m² = 8 STALLSCONVENIENCE 3,064 SF ( 284.7 m²) / 40.0 m² = 8 STALLS

CAR WASH 1,485 SF ( 138.0 m²) / 40.0 m² = 4 STALLSCRU 3

UNIT 3 1,196 SF ( 111.1 m²)UNIT 4 2,382 SF ( 221.3 m²)

TOTAL 3,578 SF ( 332.4 m²) / 40.0 m² = 9 STALLSCRU 4 1,983 SF ( 184.2 m²)

MEZZ. LEVEL 162 SF ( 15.0 m²)UG. LEVEL 1,830 SF ( 170.0 m²)

TOTAL 3,974 SF ( 369.2 m²) / 40.0 m² = 10 STALLS

CRU 7 UNIT 2/3/4 2,961 SF ( 275.1 m²) UNIT 5 1,181 SF ( 109.7 m²) UNIT 6 1,087 SF ( 101.0 m²)

TOTAL: 5,229 SF (485.8 m²) / 40.0 m² = 13 STALLS

2) RESTAURANT USE (LESS THAN 200 OCCUPANTS OR 240m² PUBLIC SPACE):(1 STALL PER 3.6 m² PUBLIC SPACE -ASSUME 50% PUBLIC SPACE FOR THIS CALCULATION)CRU 1 UNIT 5 1,102 SF ( 102.4 m²) x 50% / 3.6m² = 15 STALLSCRU 3 UNIT 1 2,591 SF (240.7 m²)

UNIT 2 1,199 SF ( 111.4 m²)TOTAL: 3,790 SF (352.1 m²) x 50% / 3.6m² = 49 STALLS

CRU 5 UNIT 1 3,137 SF (291.4 m²) x 50% / 3.6m² = 41 STALLSPATIO 782 SF (72.7 m²) / 3.6m² = 21 STALLS

CRU 6 UNIT 1 1,514 SF ( 140.7 m²) x 50% / 3.6m² = 20 STALLSCRU 7

UNIT 1 1,811 SF ( 168.2 m²) x 50% / 3.6 m² = 24 STALLS

3) PROFESSIONAL & FINANCIAL USE: (1 STALL PER 29.4 m² FLOOR AREA)CRU 1 UNIT 1 2,788 SF ( 259.1 m²) / 29.4 m² = 9 STALLSCRU 2 6,170 SF ( 573.2 m²) / 29.4 m² = 20 STALLS

4) HEALTH SERVICES: (1 STALL PER 22.2 m² FLOOR AREA)CRU 5 UNIT 2 2,525 SF ( 234.6 m²) / 22.2 m² = 11 STALLS

5) PUBLIC LIBRARY: (1 STALL PER 10.0 m² PATRON SPACE - ASSUME PATRON SPACE @ 95% OF FLOOR AREA)

CRU 1 UNIT 2/3/4 3,097 SF ( 287.7 m²) x 95% / 10.0 = 28 STALLS

6) CHILD CARE SERVICES: (1 STALL PER FIRST 2 EMPLOYEES, PLUS 0.5 STALLS PER ADDITONAL EMPLOYEE)

CRU 6UNIT 2 /3 APPROX. 10 EMPLOYEES = 1 + (8 x 0.5) = 5 STALLS

TOTAL PARKING REQUIRED: 385 STALLS

PARKING PROVIDED:VISITOR PARKING PROVIDED 372BARRIER FREE STALLS PROVIDED 14PARENT PARKING 4STAFF PARKING 28

TOTAL PARKING PROVIDED: 419 STALLS

PARKING RATIO PROVIDED: 5.0 STALLS / 100 m²4.7 STALLS / 1000 SF

BICYCLE PARKING REQUIRED:(5% OF REQ. PARKING) 385 STALLS x 5% = 20 STALLS

BICYCLE PARKING PROVIDED:8 RACKS x 4 SPACES = 32 STALLS

LOADING REQUIREMENTS:STANDARD SIZE

REQUIRED: 3.0m (9'-11") WIDE x 9.0m (29'-6") DEEPPROVIDED: 3.04m (10'-0") WIDE x 9.14m (30'-0") DEEP

VARIANCE: -SECTION 54.4(1)(a) - MIN. LOADING SPACES FROM TWO (2) TO ONE (1) FOR CRU 7 ONLY.- PARKING EAST OF SUPERMARKET WITHIN SETBACK

VEHICLES

FIRE AND SAFETY- NOT TO SCALE

OVERALL LENGTH: 15,100 mmOVERALL WIDTH: 2,600 mmWHEEL BASE (TANDEM REAR;

TO CENTREOF AXLE GROUP): 6,300 MMSTEERING LOCK ANGLE: 44°REAR OVERHANG: 4,000 MMFRONT OVERHANG: 4,800 MMLOCK TO LOCK TIME: 6SECONDSAERIAL TRUCKS (LARGEST) GVW: 81,500LB.

COMMERCIAL GOODS TRANSPORT- NOT TO SCALE- GENERIC SIZE FOR REFERENCE ONLY

OVERALL LENGTH: 73'-6" (22,400 mm)OVERALL WIDTH: 8'-6" (2,590 mm)STEERING LOCK ANGLE: 28.4°LOCK TO LOCK TIME: 6 SECONDS

REVISIONS / ISSUES DATEISSUED FOR BUILDING PERMIT OCT. 14, 2015ISSUED FOR PLAN CHECK OCT. 14, 2015ISSUED FOR BIDDING NOV. 16, 2015ADDENDUM #3 NOV. 25, 2015ADDENDUM # 1 (CRU) DEC. 10, 2015DP AMENDMENT DEC. 14, 2015ISSUED FOR CONSTRUCTION DEC. 18, 2015DP AMMENDMENT (CRU 7) MAR. 8, 2016CRU 6/7 CHANGES PER CLIENT REQUEST APR. 26, 2015

SITE PLAN

PRETTY NAILS & SPA

CRU 3 CRU 6

CRU 1

CRU 7

BRINTNELLDENTAL CLINIC

CRU 5

“Now Open”

NAGOYAJAPANESE

RESTAURANT

Site Plan April 27, 2016

PHASE 1 100% LEASED

- AVAILABLE

- LEASED

1,012 SF

BRITNELLVETERINARY

HOSPITAL


FOR LEASE


50th street market - cwed.reapplications.com

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