2077 Garibaldi Way - pub-rmow.escribemeetings.com

site location & context

WhistlerCreekside

NordicEstates

WhistlerCreekside-Gondola

Nita Lake

Alta Lake

Aspen Drive Eva

Lake

Roa

d

HIGHWAY 99

HIG

HW

AY 9

9

Whistler RoadWhistler Road

Whistler R

oad

Garibaldi Way

Nordic Drive

Nordic Drive

Whi

stler

Roa

d

AspenCrt

PROJECTSITE

GaribaldiWay

Asp

en D

rive

Highway 99

Project Site

Eva Lake Village

Aspen Court

NORTH

existing site

2077 Garibaldi Way2077 Garibaldi Way, Whistler

ISSUED FOR REVIEW FEBRUARY 05, 2020

Revised 20/02/05

Development StatisticsCivic Address: 2077 GARIBALDI DRIVE, WHISTLER, BC

Legal: LOT 3, D.L. 5412, GP.1, N.W.D., PLAN 16634P.I.D.: 007-394-101Zoning: RS-E1

SITE AREA: 8841.45 m2 / 2.18 acres95 168.57 sf

FLOOR SPACE RATIOPermitted FSR:PROPOSED FSR: 0.31

(Total GFA / Site Area) 29944 sf / 95168.57 sfHEIGHTMaximum Height: 7.6 m PERMITTED (RS-E1) 10.7m PROPOSED (RM)

SETBACKS:7.6m / 25'0" ft. (Side parcel line )7.6m / 25'0" ft. (Rear Parcel Line)20m / 65'7" ft. (from hwy 99)

TOTAL GROSS FLOOR AREA: Maximum GFA: 4998 sq.ft. / 465m2 permitted

EMPLOYEE TOWNHOMES UNIT GFA NO. OF UNITSUNIT A (2 BR) 1429.0 sf 132.758 m2 2 2858.0 sf 265.517 m2UNIT B (2 BR) 1319.0 sf 122.539 m2 10 13190.0 sf 1225.391 m2UNIT C (2 BR) 1347.0 sf 125.14 m2 2 2694.0 sf 250.281 m2

Total G.F.A. 14 18742.0 sf 1741.188 m2

MARKET TRIPLEXES UNIT GFA NO. OF UNITSUNIT D (3 BR) 1867.0 sf 173.45 m2 6 11202.0 sf 1040.699 m2

Total G.F.A. 6 11202.0 sf 1040.699 m2

Total GFA 20 UNITS 29944.0 sf 2781.89 m2

Parking Calculation:1 space per unit 55m2 (592 sf) GFA or less, 0.5 space per additional 40m2 to a mx. 2 spaces per unit.14 units x 2.0 parking spaces = 28 cars6 units x 2 parking spaces = 12 carsTotal parking required = 40 cars

TOTAL PARKING PROVIDED: = 43 cars

Drawing ListA-0.0 COVER SHEET

C-0.1 Neighbourhood ContextC-0.2 Site Context: Transporation/Circulation/Amenities

A-0.1 Site Plan A-0.2 Site SectionsA-0.3 Site Sections

A-2.2A Lower Floor Plan - Employee HousingA-2.2B Lower Floor Plan - Market TriplexA-2.3A Main Floor Plan - Employee HousingA-2.3B Main Floor Plan - Market TriplexA-2.4A Upper Floor Plan - Employee HousingA-2.4B Upper Floor Plan - Market Triplex

Project DirectoryClient:WESTPORT CONSTRUCTION (T) (604) 250-0626202 - 4695 HASTINGS STREET (e) [email protected], BC V5C 2K6 Contact: Rob Velenosi

Architect & Landscape ArchitectMurdoch + Co. (T) (604) 905-6992PO Box 1394, #106- 4319 Main Street (e) [email protected], BC V0N 1B0 Contact: Brent Murdoch

Surveyor:Doug Bush (T) (604) 932- 331418-1370 Alpha Lake Road (e) [email protected], BC V0N 1B1 Contact: Doug Bush

Environmental:Cascade Environmental Resource Group Ltd. (T) 604-938-1949Unit 3 – 1005 Alpha Lake Road (e) [email protected], BC V0N 1B1 Contact: Candace Rose Taylor

Appendix B

STRATA PLAN VAS2439

STRATA PLANVAS1808

GARIBALDIWAY

HIGHWAY 99 (SEA-TO-SKY HIGHWAY)

PARK

LOT 18PLAN 19838

PE

N D

RIV

EC

PVA

S24

39

SL 38STRATA PLAN

VAS2439STRATA PLAN

VAS2431SL 74SL 68 SL 67 SL 29 SL 30 SL 60

OLD IRONSURVEY POST FOUND667.18



OLD LEADSURVEY PLUG FOUND665.58


OLD ROCKSURVEY POST FOUND665.32

OLD IRONSURVEY POST FOUND662.45OLD IRON

SURVEY POST FOUND660.56


OLD LEAD SURVEY PLUG FOUND675.33



OLD IRON SPOST FOUN668.02

WV

WVA SPINDLE667.60

WV

WV SPINDLE667.89

WVW66

WV668

PK 3993667.95

HUB 2862669.41

PKLP 2863668.24

HUB 3434666.01

HUB 3435660.97

HUB663

HUB 2871670.15

HUB 2873651.98

PKLP 8208665.65

SPK657.66

SPK669.13

HUB 3430657.16

PKLP 2865663.95

X665.70

EDGE OF PAVEMENT

300mmØ CULVERT

HEADWALL

DITCH INVERT

DITCH INVERT

DITCH INVERT

DITCH INVERT

EDGE OF SHOULDER

EDGE OF S

HOULDER

HEAVY BUSH LINE

EDGE OF PAVEMENT

EDG

E OF

PAVEMEN

T

EDGE OF DRIVEWAY

EDGE OF DRIVEWAY

CONC. ROADSID

E BARRIER

DRY CHANNELINVERT

EDGE OF SHOULDEREDGE OF SHOULDER

ROCK STACK TOP

ROCK STACK TOE

TOP OF DITCH

89° 49' 38"

143.600

A =42.548

R=225.046

51° 32' 25"

144.148

359° 56' 30"

118.689

RADIAL LINE

RADIAL LINE

RADIAL LINE

BANK

TO

E

BANK

TOE

BANK

TOE

CLIFF TOE

CLIFF TOE

CLIFF TOE

CLIFF TOE

CLIFF TOE

CLIFF

CLIFF TO

E

CLI

FF T

OE

CLIFF

CLIFF

TOE

CLIFF TOE

CLIFF TO

E

CLIFF TO

E

CLIFF TO

E

CLIFF TOE

CLIFF TOE

CLIFF TOE

CLIFF TOE

BANK TO

E

BAN

K TO

P

BANK TOP

BANK TOP

BANK

TOP

CLIFF TOP

CLIFF TOP

CLIFF TOP

CLIFF TOP

CLIFF TOP

CLI

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OP

CLIFF TO

P

CLIFF TOP

CLIFF TO

P

CLIFF TOP

CLI

FF T

OP

CLIFF TOP

CLIFF TO

P

CLIFF TOP

CLIFF TOP

CLIFFTOP

BAN

K TO

P

BAN

K TO

P

TOP OF BANK(CREST)

CLIFF TO

P

650.

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652.5

655.0

657.5

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658.5

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663.0663.5664.0664.5665.5666.0666.5667.0

668.0668.5669.0669.5

670.5671.0

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673.0

673.5

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664.0

664.5 665.5

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668.

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HY UTSIDE OUTTSIDET EU ISIS THISS AREAARAR

MAYM OOTNO REFLECT CURRENT

SSIDESSS CONDITIONS

668.2

668.13

668.19

668.22

668.26

668.24

668.

23

668.25

66

668.1

6

668.2

668.18

667.37

667.31667.26

667.17667.04

666.58

667.

17

666.80

666.94

667.08667.47

668.11668.26668.20

668.22

668.22

667.98

668.08

668.18668.18

668.21

668.10

668.22

668.35

668.15

668.13

668.11

668.20

NO

PAR

KIN

G S

IGN

668.20

661.49

661.24

661.28661.

28

661.50 661.58

300mmØ PVC CULVERT INV660.73

660.70

660.40

660.52

660.57

661.14

661.08

661.16

661.13 661.14 661.07661.04

661.

3466

1.33

661.35 661.57 661.57

661.51

661.18

660.03

659.44

659.08

661.9

4661.91661.42661.49

661.48

661.

37

660.92

660.8

1659.89659.74659.55

659.78

660.93

660.78

660.91

659.54

657.98

658.83659.84

660.75

661.46

661.19

661.54

661.29

658.91

655.69

656.23655.36

655.84

655.04

657.15 657.82 657.61658.91

658.52656.95

656.12

656.01

658.82659.52

658.55

656.32

655.16

655.26

657.15

659.48

661.42

661.98662.19659.98

661.08

661

663.40663.69

663.34

650.02

648.29

650.07

650.29651.88

650.42

648.26

648.68

648.79

649.72

653.11

653.41

652.56653.17

653.10

650.99

649.80

649.24

LOW POINT(NO CULVERT FOUND)

648.14

649.93

648.73

651.86

653.61

660.82

660.27

657.93

657.28

659.85

659.14

659.38

664.99

666.33

667.66

668.48

668.16

668.37

666.59

665.11

665.64

666.14

662.23

664.90

667.52

666.30

665.30

661.14

661.01

663.63

664.98

667.23

666.11

665.75664.34

663.56

663.54

663.28661.89

660

659.97

662.64

662.06

663.45

663.19661.81

662.46

664.18

660.59

659.49

658.74

658.96

657.39

657.61

658.12657.05

657.45

657.43

658.26 658.43

657.83657.56

658.85

659.80

661.82

663.15

661.08657.91657.74

657.82

662.78

662.25

663.14

661.04

660.41

660.18

660.29

660.79

662.02

662.49

662.79

661.38660.56

661.58661.65

661.68

662.18

662.74662.03

661.35

661.12

660.44660.24

661.40

660.79

659.77

660.43

660.50

659.89

659.28

661.78

661.97

659.86

658.78

664.75

666.74

664.69

661.89

662.21

664.54

665.39667.77669.18

669.14

671.25

670.52668.09

666.67

669.85

667.83

668.00

670.24

668.68

669.39669.76

670.69

664.00

666.02

666.90

667.54

668.40

667.52667.19

668.05

668.39 669.03

669.00

668.47

667.86

668.17

669.00

667.53

667.19

665.35

671.08

669.75

670.31

668.92668.46

668.34

671.52671.14

670.90

666.98667.23

667.20

667.69

668.17

668.09

668.23

666.96668.02668.46 668.65

669.42669.38

669.66

669.63

670.37

670.49

670.75

670.82

671.53670.91

671.68

672.73

672.63

672.96

674.94

675.46

674.22

672.83

669.13

670.87671.19670.34

669.94

671.12

671.51671.72

671.05670.36

670.75

671.99

673.14

674.24

674.27675.92

674.61 675.64

670.11

670.33

671.81

671.90

669.06

667.39

654.85

653.61

652.32

655.10

654.40

653.19

652.13

655.04

655.11654.81

654.66

656.07

654.25

654.96

655.11 655.72

655.69

655.31

655.57

656.32

655.69

655.97

655.75

654.21

656.94655.89

656.76658.34

658.06

655.81

654.04

657.18656.94

661.31

660.55

658

658.04

657.54

658.39 661.30

663.01662.30

663.22

663.66

663.44

662.63

662.47

656.84

654.04654.03

655.94

657.07

655.88

657.12

657.92

652.93

654.28655.58

655.77

656.28

655.28

653.55

655.46

657.31 660.10662.82

661.26

661.11

660.88

658.38

657.00

658.86

660.48

660.62

661.26

662.03662.01

661.32

662.70

662.76

665.01

665.72

666.27

665.51

665.38

665.83

666.50

666.48

665.93659.50

657.51

656.49

661.58

663.17

664.19665.10

666.02

665.98666.65

666.64

665.56

665.30

664.11

664.19

664.01662.20

658.97

657.66

658.10

660.52

662.97

664.91

665.55

665.65664.27

663.97

666.71

666.79

665.33

665.66

666.41

667.82

669.84

666.61

665.66

664.88

663.94

664.68

665.46

667.18

668.68668.46

668.69

668.97

669.18

669.26

669.08

667.41

666.32

666.54

667.32

667.02

665.70663.26

663.68

666.05

666.15

667.77

667.23666.21

669.00

668.90

669.04

669.60

669.44

668.97

667.83

667.46

665.30

668.54

669.04

669.15

668.83668.63

669.10 668.99

668.28

669.14

668.27

200mmØ & 400mmØ HEMLOCKS668.07

240mmØ HEMLOCK668.40



665.74

450mmØ HEMLOCK


HEMLOCK665.28

720mmØ FIR668.26

300mmØ INV667.43

667.10

667.07

666.95

666.88

666.77

666.10665.15

665.00

665.01

664.85

664.91664.90

664.65

665.67

656.52

659.82

661.67

660.26

661.52

651.44

653.12

652.91

651.93

651.93

652.00652.27

653.76

653.85

J

667.33

667.23

666.59

667.65

650.15

649.98

650.13

650.13

650.19

650.18

667.13

667.1

8

669.52

669.74

669.72

669.74

668.74

667.20

666.62

664.96

663.

89

665.89

665.06

668.01

667.89

667.66

667.84

650.90

650.92

650.95

650.96

650.98

651.01

668.14

GU

Y WIR

E652.05

HYDRO KIOSK668.15

650.97

650.82

POWER POLE

651.42

668.05

667.65

668.68

669.16

668.

97

668.55

667.98

667.64

666.83

666.03 667.18

663.95

658.63

657.65

655.59

655.71

650.86

650.88

650.87

650.84

650.81

650.78

650.40

650.43

650.46

650.31

667.71

667.16

667.74

667.83

668.07 668.05

668.0

8

668.19668.07

668.26

668.26

667.93

667.88

667.79667.62

667.65

667.57

667.48

668.04667.97

668.61

668.02

667.42

667.58

667.07

666.98

666.59

666.06

665.94

666.29

666.29

668.20

668.85

669.21

651.13

651.27

651.36

651.40

651.20

651.76 661.37

659.02

658.77

659.83

657.39

657.67

659.52

659.47

659.40

659.26

659.62

662.44657.33

663.95

662.76

668.16

668.98

667.56

658.64

658.67

658.18

658.14

658.91659.04

660.87

661.08659.87

659.92

660.25

660.83

658.19

658.48

658.92

658.62

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658.56

658.99658

658.15

657.84

659.51

659.36

659.03

659.04658.85

657.75

657.90

657.77

658.14

659.30

659.23

660.52

659.68

657.68

657.75

657.46

657.45

657.89

658.12

658.16

658.75

658.47

658.58

658.77

659.38

659.22

659.29

662.44

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Laundry

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Laundry

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

16' x 8'

2'6" x

x 7'

2'6" x

x 7'

2'6" x 7'

16' x 8'

x 7'

2'6"

x 7

'

2'6" x 7'

x 7'

2'6"

16' x 8'

x

2'6" x 7'

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

43 4

UNIT A

UNIT B

UNIT B

UNIT B

UNIT B

UNIT C

UNIT B

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

Terrace

10'0" X 11

'6"

OE BA

BA

800.0

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3

2.6M

6.1Muncovered parking

6.1mx2.6m typ.

STRATVAS

ATS

ATS

OTPLA

OT 18PLAN 19838

OTPLA

VAS2431VAS2431VAS2431VAS2439SL 60SL 60SL 60

Optio

n B

7.6

7.6

20

existing forested slope



existing dead-endroad

naturalizedlandscape


1.5

1.5m parking setback

2.0m

reta

inin

g se

tbac

k

2309/2311 Aspen Court

2241/2243/2245 Aspen Drive

Eva Lake Village

Wayside Condominiums2070 Garibaldi Way

2073 Garibaldi Way

67666 767

666 040404

6666

7.77 77 7

9.499 449 44

141

69.

1111111

69

1

0

11

69

11

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111111

09 0000

52

99 09 00

52

9 009 0

existing treesto remain if possible

6

2.6M


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.


6.1mx2.6m typ.

2


6.1mx2.6m typ.


6.1mx2.6m typ.


6.1mx2.6m typ.


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.

2m ht. terracedMSE retaining wallw. guard rail as required

2.6M


6.1mx2.6m typ.

Garbage/Recycling

reinforced turf(emergency vehicle turnaround)

699696999699666999

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TT ET ETTTTTTUTT ETSIDT DEEDETT EEEUTTTSTTT

C

EEEEE

CTCECTE

TTT

LEEE

TTTTT

TECCCTE

TTTTU

LE

TTTTTTT

EEEEEEEEEEEEEEEEEEEE

DDDEDEE

555599995555555555555599995555555555555555555555599999

666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666

HEHHHH MMEMMMH MMMMM

65657.00657 5500005050

543.5454553 54466 4545663.5563633. 44436 45555636363 4444444444444444444444544444454444445454444454444444444444444444444444444444444444444444444444444444444444444444555555555555.5.55.55553.63633363 55555555555555666366636663 44545555555555555553333333333 53.3.3.3.

659655 .3838659.33383

EOOO

EEEEEOO

EEEEEEEEOOO

EEOOOOOOO

EEEEEEEE

6 66635

664.0.0

3.53

66 66.05 .055 .0

355

3.53.553

Outdoor Amenity Area/Open Space


BUILDING A(7 units)

44

UNIT A

UNIT B

UNIT B

UNIT B

UNIT B

UNIT C

UNIT B

BUILDING B(7 units)

6" x 7'

UNIT DUNIT D

UNIT DBUILDING C3 units)

2

0

x 8

0

8'

UN

IT D

UN

IT D

UN

IT D

BUILDING D(3 units)

670

680

± 668

± 668

± 668

± 662

± 662

± 66

4

± 67

5

± 67

0

± 67

0

± 670

Existing 3-storey Building Existing 3-storey Building

Existing 3-storey Building



± 668.25 ex

± 665

± 667.515m@5%

ground floort.o.s. ± 662.0

(669)

(668)

(667)(666)

(669)

(669)

(668

)

(667

)

(667

)

(667

) (668

)

(666)

(659)

(660)

(661)

(661)

(659)

(660)

(660)

(659)

(660)

(658)

(658)

(662)

10m ht.

± 661.0

2m ht.

2m ht.± 661.35


25m @10%

± 663tw 665.0

tw 667.0

tw 666.0

20m@5%

± 662



± 662

tw 668.0

± 661.75

ground floort.o.s. ± 662

± 661.0

± 661.0

± 661.5


25m@ 8%

B

B

A

A

D

D

E

E

F

F

C

C

This documents contains copyrighted material belonging toMurdoch+Company Architecture+Planning Ltd.Any unauthorized use, disclosure, or duplication of anyinformation contained herein may result in liability underapplicable laws.

Date:

Drawn By: Scale:

Project No:

Title

Pro

ject

Architecture + Planning Ltd.#106-4319 Main Street

P.O. Box 1394Whistler, B.C. V0N 1B0

Ph. 905-6992 Fax 905-6993e-mail [email protected]

SIT

E P

LAN

2077

GA

RIB

ALD

I WAY

A-0.11610

Sheet No:

Sealed By:

A-0

.1

SIT

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LAN

Issued For:

Date:Revision:No:

Whi

stle

r, B

C

1:250 metric

ISSUED FOR REVIEW 04 JAN. 2018

ISSUED FOR REVIEW MARCH 12/18

ISSUED FOR REVIEW JUNE 28/18

REZONING - RESUBMISSION JULY 31/18

ISSUED FOR REVIEW FEB.05/20

NORTH


Date:

Drawn By: Scale:

Project No:

Title

Pro

ject




SIT

E S

EC

TIO

NS

2077

GA

RIB

ALD

I WAY

A-0.21610

Sheet No:

Sealed By:

A-0

.2

SIT

E S

EC

TIO

NS

Issued For:

Date:Revision:No:

Whi

stle

r, B

C

1:250 metric






650

660

670

680

650

660

670

680

650

660

670

680

650

660

670

680

650

660

670

680

650

660

670

680

650

660

670

680

650

660

670

680

site section D

HWY 99

site section B

2241/2243/2245 Aspen Drive

approx. el. 662 m

site section C

HWY 99

site section A

existing 3-storeytri-plex building

approx. el. 668 m

SL 602244/2246 Aspen Drive

approx. el. 662 m

Eva Lake Village

approx. el. 670 m


existing 3-storeyfour-plex building

existing 3-storeytri-plex building

existing 3-storeyduplex building

approx. el. 652 m

20 m

20 m

26 m

approx. el. 651.5 m

20 m

20 m26 m

approx 26m to centrelineof highway

26 m


HWY 99

approx. el. 652 m

26 m


HWY 99

approx. el. 651.0 m


2.74

/ 9'

0"2.

74 /

9'0"

3.05

/ 10

'0"

approx. el. 661 m

2.74

/ 9'

0"2.

74 /

9'0"

3.05

/ 10

'0"

2.74

/ 9'

0"2.

74 /

9'0"

3.05

/ 10

'0"

2.74

/ 9'

0"2.

74 /

9'0"

3.05

/ 10

'0"

approx. el. 662.0 m approx. el. 661.5m

2.74

/ 9'

0"2.

74 /

9'0"

3.05

/ 10

'0"

approx. el. 662.5 m

2.74

/ 9'

0"2.

74 /

9'0"

3.05

/ 10

'0"

approx. el. 661.0 m

approx. el. 661 m

Building B

approx. el. 661.5 m

Building C

Building A Building D

Building A

UNIT A

UNIT B

UNIT B

UNIT B

UNIT C

UNIT B

2 .6M

6 .1Muncovered parking

6.1mx2.6m typ.

Opt

ion

B

7.6

7.6

20







1.5


2.0m

reta

inin

g se

tbac

k


2241/2243/2245 Aspen Drive

Eva Lake Village


2073 Gari


6


6.1mx2.6m typ.


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.


2 .6M


6.1mx2.6m typ.

Garbage/Recycling




BUILDING A(7 units)

UNIT A

UNIT B

UNIT B

UNIT B

UNIT B

UNIT C

UNIT B

BUILDING B(7 units)

UNIT DUNIT D


UN

IT D

UN

IT D

UN

IT D

BUILDING D(3 units)

B

B

A

A

D

D

E

E

F

F

C

C

A

AE F

E

F

B

B

D

D

C

C

UN

ITD

T

UN

ITD

T

BUILDING D(3 units)units)

ITD

TU

N

BUIBUILBUILBUILI

UNIT DTBUILDING

3UU unitUNITNIT DDTTUNIT DTC

its)UNIT DT

NITBT

UNITBT

UNITBT

UNIT CT

UNITBT

BUILDINGNGBB B(7( units)UNIT

UN

UNITAT

UNITBT

2 6M

2 6M

2 6MGG B B)s)

2 6M

)))

2 6M

2 6

2 .6M

GG B Bs)s)

UNITAT

BUNIT

IT BT

UNIT BT

UNIT BT

BUILDINGUBB

AA(77 units) u UNIT

UNIT TT

UNIT CT

UUU AA))

22 .6M6M

22 .6M6M

BUUU AAAs))


Date:

Drawn By: Scale:

Project No:

Title

Pro

ject




SIT

E S

EC

TIO

NS

2077

GA

RIB

ALD

I WAY

A-0.31610

Sheet No:

Sealed By:

A-0

.3

SIT

E S

EC

TIO

NS

Issued For:

Date:Revision:No:

Whi

stle

r, B

C

1:250 metric






650

660

670

680

650

660

670

680

0.35

9

2.743

0.35

9

2.743

site section E

NORTHSOUTH

SL 67/682309/2311 Aspen Court

675.

5approx. el. 670 m

6

2073 Garibaldi Way

existing 3-storeyhouse

0.35

92.

743

0.35

92.

743

approx. el. 661 m

Building B

approx. el. 661.5 m

Building A

approx. el. 663.5 m

approx. el. 662.5 mapprox. el. 662.0 m

650

660

670

680

650

660

670

680

site section F

NORTHSOUTH

SL 602244/2246 Aspen Drive

approx. el. 662 m

existing 3-storeyfour-plex building

approx. el. 668 m


0.35

92.

743

0.35

92.

743

0.35

92.

743

0.35

92.

743

approx. el. 661 mapprox. el. 661.5 m

Building C Building D

UNIT A

UNIT B

UNIT B

UNIT B

UNIT C

UNIT B


6.1mx2.6m typ.

7.6

7.6

20







1.5


2.0m

reta

inin

g se

tbac

k


2241/2243/2245 Aspen Drive

Eva Lake Village


2073 Gari


6


6.1mx2.6m typ.


6.1mx2.6m typ.


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.

2 .6M


6.1mx2.6m typ.


2 .6M


6.1mx2.6m typ.

Garbage/Recycling




BUILDING A

UNIT A

UNIT B

UNIT B

UNIT B

UNIT B

UNIT C

UNIT B

BUILDING B(7 units)

UNIT DUNIT D


UN

IT D

UN

IT D

UN

IT D

BUILDING D(3 units)

B

B

A

A

D

D

E

E

F

F

C

C

A

AE F

E

F

B

B

D

D

C

C

UN

ITD

T

UN

ITD

T

BUILDINGL D(3 units)nits)

ITD

TU

N

BUIBUILIBUILBUILI

UNIT DTBUILDINGG

3U unitUNITNIT DDTTUNIT DTC

its)UNIT DT

NITBT

UNITBT

UNITBT

UNITCT

UNITBT

BUILDINGNGBB B(7( units)UNIT

UN

UNITAT

UNITBT

2 6M

2 6MGG B B))

2 6M

)))

2 6M

2

2 .6M

GG B Bs)s)

UNITAT

BUNIT

T BT

UNIT BT

UNIT BT

BUILDINGUBB

AA

U

NIT CT

UUU AABUUU AAA


Date:

Drawn By: Scale:

Project No:

Title

Pro

ject




LAN

DS

CA

PE

PLA

N

GA

RIB

ALD

I WAY

APA

RTM

ENTS

L-0.11610

Sheet No:

Sealed By:

L-0.

1

LAN

DS

CA

PE

PLA

N

Issued For:

Date:Revision:No:

Whi

stle

r, B

C

1:250 metric






LOT 3

AREA = 8840m

STRATA PLAN VAS2439

STRATA PLANVAS1808

GARIBALDIWAY

HIGHWAY 99 (SEA-TO-SKY HIGHWAY)

PARK

LOT 18PLAN 19838

PE

N D

RIV

EC

PVA

S24

39

SL 38STRATA PLAN

VAS2439STRATA PLAN

VAS2431SL 74SL 68 SL 67 SL 29 SL 30 SL 60






OLD ROCKSURVEY POST FOUND665.32

OLD IRONSURVEY POST FOUND662.45OLD IRON

SURVEY POST FOUND660.56


OLD LEAD SURVEY PLUG FOUND675.33



OLD IRON SPOST FOUN668.02

WV

WVA SPINDLE667.60

WV

WV SPINDLE667.89

WVW66

WV668

PK 3993667.95

HUB 2862669.41

PKLP 2863668.24

HUB 3434666.01

HUB 3435660.97

HUB 2866663.21

HUB 2871670.15

HUB 2873651.98

PKLP 8208665.65

SPK657.66

SPK669.13

HUB 3430657.16

PKLP 2865663.95

X665.70

EDGE OF PAVEMENT

300mmØ CULVERT

HEADWALL

DITCH INVERT

DITCH INVERT

DITCH INVERT

DITCH INVERT

EDGE OF SHOULDER

EDGE OF S

HOULDER

HEAVY BUSH LINE

EDGE OF PAVEMENT

EDG

E OF

PAVEMEN

T

EDGE OF DRIVEWAY

EDGE OF DRIVEWAY

CONC. ROADSID

E BARRIER

DRY CHANNELINVERT

EDGE OF SHOULDEREDGE OF SHOULDER

ROCK STACK TOP

ROCK STACK TOE

TOP OF DITCH

89° 49' 38"

143.600

A =42.548

R=225.046

51° 32' 25"

144.148

359° 56' 30"

118.689

RADIAL LINE

RADIAL LINE

RADIAL LINE

BANK

TO

E

BANK

TOE

BANK

TOE

CLIFF TOE

CLIFF TOE

CLIFF TOE

CLIFF TOE

CLIFF TOE

CLIFF TOE

CLIFF TO

E

CLI

FF T

OE

CLIFF TO

E

CLIFF

TOE

CLIFF TOE

CLIFF TO

E

CLIFF TO

E

CLIFF TO

E

CLIFF TOE

CLIFF TOE

CLIFF TOE

CLIFF TOE

BANK TO

E

BAN

K TO

P

BANK TOP

BANK TOP

BANK

TOP

CLIFF TOP

CLIFF TOP

CLIFF TOP

CLIFF TOP

CLIFF TOP

CLI

FF T

OP

CLIFF TO

P

CLIFF TOP

CLIFF TO

P

CLIFF TOP

CLI

FF T

OP

CLIFF TOP

CLIFF TO

P

CLIFF TOP

CLIFF TOP

CLIFFTOP

BAN

K TO

P

BAN

K TO

P

TOP OF BANK(CREST)

CLIFF TO

P

650.

0

652.5

655.0

657.5

665.0

667.5

670.0

672.5

675.0

662.5

665.

0

667.

5

670.

0

670.0

665.0

660.

0

662.5

665.0

662.

5 665.0

667.5

657.5

657.5

652.

5

655.

0

657.5

660.

0 662.5

665.0665.0

667.

5

667.

5

649.0

649.

064

9.5

649.

5649.5

650.

565

1.0

651.

565

2.0

653.0

653.5

654.0

654.5

655.5

656.0

656.5

657.0

658.0

658.5

658.5

659.0

659.0

663.0663.5664.0664.5665.5666.0666.5667.0

668.0668.5669.0669.5

670.5671.0

671.5672.0

673.0

673.5

674.0

674.5

660.5

661.0

661.5

662.0663.0

663.5

664.0

664.5

665.

5

666.

0

666.

5

667.

0

668.

0

668.

5

669.

0

669.

5

670.

5

671.

0

668.0

667.0

669.0

670.5

671.0

672.0

669.

066

9.0

649.

0

661.0

668.

0

659.0

659.

5

660.

5

661.0661.5

662.0

663.0663.5

664.0664.5

665.5

666.0

666.5

667.0

663.0

663.5

664.0

664.5 665.5

666.0

666.5

667.0 668.0

668.5

669.0

658.0

658.5

659.0

659

661.0661.5

662.

0

650.5

650.5

651.

0

651.

5

652.

0

653.

065

3.5

654.

065

4.5

655.

5

656.0 656.5 657.0

658.0

658.5

659.

065

9.5

660.

566

1.0

661.

5 662.0663.0663.5664.0

665.5

665.

5

666.

0

666.

0

666.

5

666.5

667.0

667.

0

668.

0

668.0

668.

5

668.

5

669.

0

669.

0

669.

5669.

5

666.

0

666.

5

667.

0

668.

0

HYOP UTSIDE OUTTSIDET EU ISIS THISS AREAARAR

MAYM OOTNO REFLECT CURRENT

SSIDESSS CONDITIONS

668.2

668.13

668.19

668.22

668.26

668.24

668.

23

668.25

66

668.1

6

668.2

668.18

667.37

667.31667.26

667.17667.04

666.58

667.

17

666.80

666.94

667.08667.47

668.11668.26668.20

668.22

668.22

667.98

668.08

668.18668.18

668.21

668.10

668.22

668.35

668.15

668.13

668.11

668.20

NO

PAR

KIN

G S

IGN

668.20

661.49

661.24

661.28661.

28

661.50 661.58

300mmØ PVC CULVERT INV660.73

660.70

660.40

660.52

660.57

661.14

661.08

661.16

661.13 661.14 661.07661.04

661.

3466

1.33

661.35 661.57 661.57

661.51

661.18

660.03

659.44

659.08

661.9

4661.91661.42661.49

661.48

661.

37

660.92

660.8

1659.89659.74659.55

659.78

660.93

660.78

660.91

659.54

657.98

658.83659.84

660.75

661.46

661.19

661.54

661.29

658.91

655.69

656.23655.36

655.84

655.04

657.15 657.82 657.61658.91

658.52656.95

656.12

656.01

658.82659.52

658.55

656.32

655.16

655.26

657.15

659.48

661.42

661.98662.19659.98

661.08

661.03

662

663.40663.69

663.66

663.34

650.02

648.29

650.07

650.29651.88

650.42

648.26

648.68

648.79

649.72

653.11

653.41

652.56653.17

653.10

650.99

649.80

649.24

LOW POINT(NO CULVERT FOUND)

648.14

649.93

648.73

651.86

653.61

660.82

660.27

657.93

657.28

659.85

659.14

659.38

664.99

666.33

667.66

668.48

668.16

668.37

666.59

665.11

665.64

666.14

662.23

664.90

667.52

666.30

665.30

661.14

661.01

663.63

664.98

667.23

666.11

665.75664.34

663.56

663.54

663.28661.89

660

659.97

662.64

662.06

663.45

663.19661.81

662.46

664.18

660.59

659.49

658.74

658.96

657.39

657.61

658.12657.05

657.45

657.43

658.26 658.43

657.83657.56

658.85

659.80

661.82

663.15

661.08657.91657.74

657.82

662.78

662.25

663.14

661.04

660.41

660.18

660.29

660.79

662.02

662.49

662.79

661.38660.56

661.58661.65

661.68

662.18

662.74

662.23

662.03

661.35

661.12

660.44660.24

661.40

660.79

659.77

660.43

660.50

659.89

659.28

661.78

661.97

659.86

658.78

664.75

666.74

664.69

661.89

662.21

664.54

665.39667.77669.18

669.14

671.25

670.52668.09

666.67

669.85

667.83

668.00

670.24

668.68

669.39669.76

670.69

664.00

666.02

666.90

667.54

668.40

667.52667.19

668.05

668.39 669.03

669.00

668.47

667.86

668.17

669.00

667.53

667.19

665.35

671.08

669.75

670.31

668.92668.46

668.34

671.52671.14

670.90

666.98667.23

667.20

667.69

668.17

668.09

668.23

666.96668.02668.46 668.65

669.42669.38

669.66

669.63

670.37

670.49

670.75

670.82

671.53670.91

671.68

672.73

672.63

672.96

674.94

675.46

674.22

672.83

669.13

670.87671.19670.34

669.94

671.12

671.51671.72

671.05670.36

670.75

671.99

673.14

674.24

674.27675.92

674.61 675.64

670.11

670.33

671.81

671.90

669.06

667.39

654.85

653.61

652.32

655.10

654.40

653.19

652.13

655.04

655.11654.81

654.66

656.07

654.25

654.96

655.11 655.72

655.69

655.31

655.57

656.32

655.69

655.97

655.75

654.21

656.94655.89

656.76658.34

658.06

655.81

654.04

657.18656.94

661.31

660.55

658.52

658.04

657.54

658.39 661.30

663.01662.30

663.22

663.66

663.75

663.44

662.63

662.47

660.48

659.77

656.84

654.04654.03

655.94

657.07

655.88

657.12

657.92

652.93

654.28655.58

655.77

656.28

655.28

653.55

655.46

657.31 660.10662.82

661.26

661.11

660.88

658.38

657.00

658.86

660.48

660.62

661.26

662.03662.01

661.32

662.70

662.76

665.01

665.72

666.27

665.51

665.38

665.83

666.50

666.48

665.93659.50

657.51

656.49

661.58

663.17

664.19665.10

666.02

665.98666.65

666.64

665.56

665.30

664.11

664.19

664.01662.20

658.97

657.66

658.10

660.52

662.97

664.91

665.55

665.65664.27

663.97

666.71

666.79

665.33

665.66

666.41

667.82

669.84

666.61

665.66

664.88

663.94

664.68

665.46

667.18

668.68668.46

668.69

668.97

669.18

669.26

669.08

667.41

666.32

666.54

667.32

667.02

665.70663.26

663.68

666.05

666.15

667.77

667.23666.21

669.00

668.90

669.04

669.60

669.44

668.97

667.83

667.46

665.30

668.54

669.04

669.15

668.83668.63

669.10 668.99

668.28

669.14

668.27

200mmØ & 400mmØ HEMLOCKS668.07




665.74

450mmØ HEMLOCK


HEMLOCK665.28

720mmØ FIR668.26

300mmØ INV667.43

667.10

667.07

666.95

666.88

666.77

666.10665.15

665.00

665.01

664.85

664.91664.90

664.65

665.67

656.52

659.82

661.67

660.26

661.52

651.44

653.12

652.91

651.93

651.93

652.00652.27

653.76

653.85

J

667.33

667.23

666.59

667.65

650.15

649.98

650.13

650.13

650.19

650.18

667.13

667.1

8

669.52

669.74

669.72

669.74

668.74

667.20

666.62

664.96

663.

89

665.89

665.06

668.01

667.89

667.66

667.84

650.90

650.92

650.95

650.96

650.98

651.01

668.14

GU

Y WIR

E652.05

HYDRO KIOSK668.15

650.97

650.82

POWER POLE

651.42

668.05

667.65

668.68

669.16

668.

97

668.55

667.98

667.64

666.83

666.03 667.18

663.95

658.63

657.65

655.59

655.71

650.86

650.88

650.87

650.84

650.81

650.78

650.40

650.43

650.46

650.31

667.71

667.16

667.74

667.83

668.07 668.05

668.0

8

668.19668.07

668.26

668.26

667.93

667.88

667.79667.62

667.65

667.57

667.48

668.04667.97

668.61

668.02

667.42

667.58

667.07

666.98

666.59

666.06

665.94

666.29

666.29

668.20

668.85

669.21

651.13

651.27

651.36

651.40

651.20

651.76 661.37

659.02

658.77

659.83

657.39

657.67

659.52

659.47

659.40

659.26

659.62

662.44657.33

663.95

662.76

668.16

668.98

667.56

658.64

658.67

658.18

658.14

658.91659.04

660.87

661.08659.87

659.92

660.25

660.83

658.19

658.48

658.92

658.62

658.40

658.56

658.99658.49

658.15

657.35

657.84

659.51

659.36

659.03

659.04658.85

657.75

657.90

657.77

658.14

659.30

659.23

660.52

659.68

657.68

657.75

657.46

657.45

657.89

658.12

658.16

658.75

658.47

658.58

658.77

659.38

659.22

659.29

662.44

Dn

Laundry

Step Dn

to Garage

15 T @ 9-1/2"

R:7.23"

Up

Laundry

Step Dn

to Garage

15 T @ 9-1/2"

R:7.23"

Up

Laundry

Step

Laundry

Up

Laundry

Up

15 T @ 9-1/2"

R:7.23"

Laundry

Step Dn

to Garage

Laundry

2'6" x 7'

2'6" x

x 7'

2'6" x

x 7'

2'6" x 7'

3' x 7'

2'6"

2'6" x 7'

2'6"

x 7

'

2'6" x 7'

x 7'

2'6"

x

2'6" x 7'

Step Dn

to Garage

15 T @ 9-1/2"

R:7.23"

Up

Laundry

Step Dn

to Garage

9-1/2"

R:7.23"

Up

Laundry

15 T @ 9-1/2"

R:7.23"

Up

Laundry

Step Dn

to Garage

Laundry

Laundry

Up

15 T @ 9-1/2"

R:7.23"

Laundry

9-1/2"

Up

Laundry

66 .48660

6

LOT 3

A =A 8840m

LOL

4

0

6585565755 .35

Step Dn

to Garage

15T @

9-1/2"

R:7.23"

Up

Step Dn

to Garage

9-1/21/2/2"

6

:7.23"

Up

5

AREEAEA

15 T @@ 9-99-1/2"

R:7.23"

UpUUp

Step Dn

to Garage

Uppp

1515 T @@ 9-1/2"

EE

/2"

9-1

R:7R:7.23"

23

1/2"

UpUpp

52

mm

43 4

65

5

mm

65

UNIT A

UNIT B

UNIT B

UNIT B

UNIT B

UNIT C

UNIT B

OE BA

BA

800.0

668.

668.

0

66

6666 6686 .1

66.59

8.97

669

6

66

32332

668

4808

664.85

669

6666 .98

6696666

3

O

A

BA

66

6666 668.1

9

480

664

669

66666 .98

9

3

68.

9

6

66

6

68

9

O

A

BA

66

6666 668.1

9

480

664

669

6666 .98

8 9

68.

9

6

66

68

9

3

2.6M


6.1mx2.6m typ.

STRATVAS

ATS

ATS

OTPLA

OT 18PLAN 19838

OTPLA

VAS2431VAS2431VAS2431VAS2439SL 60SL 60SL 60

Optio

n B

7.6

7.6

20







1.5


2.0m

reta

inin

g se

tbac

k


2241/2243/2245 Aspen Drive

Eva Lake Village


2073 Garibaldi Way

67666 767

666 040404

6666

7.77 77 7

9.499 449 44

141

69.

1111111

69

1

0

11

69

11

.0

111111

09 0000

52

99 09 00

52

9 009 0


6

2.6M


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.

2


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.


6.1mx2.6m typ.


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.

2.6M


6.1mx2.6m typ.


2.6M


6.1mx2.6m typ.

Garbage/Recycling


699696999699666999

SSSSSSSSSS

C

TSIDT DDETTST

ECTE TCTCEECECCT

TT ET ETTTTTTUTT ETSIDT DEEDEETT EEEUTTTSTTT

C

EEEEEEE

CTCECTE

TTT

LEEE

TTTTT

TECCCTE

TTTTU

LE

TTTTTTT

EEEEEEEEEEEEEEEEEEEE

DDDEDEE

555599995555555555555599995555555555555555555555599999

666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666

HEHHHH MMMEMMMH MMMMM

65657.00657 5500005050

543.5454553 54466 4545663.5563633. 44436 45555636363 4444444444444444444444544444454444445454444454444444444444444444444444444444444444444444444444444444444444444444555555555555.5.55.55553.63633363 55555555555555666366636663 44545555555555555553333333333 53.3.3.3.

659655 .3838659.33383

EOOO

EEEEEOO

EEEEEEEEOOO

EEOOOOOOO

EEEEEEEE

6 66635

664.0.0

3.53

66 66.05 .05 .05

355

3.53.553



BUILDING A(7 units)

TOO

1.

66

6636 .666666

662666666 .22

9

Dn

Step Dn

to Garage

15 T @ 9-1/2"

R:7.23"

Upp

Step Dn

to Garage

15 T @ 9-9-9-1/2/2"

R:77.23.223"

UpUpUp

S

UpUp

UpUU

1515 T @@ 9-1/2"

/2"

9-1

R:7R:7.23"

23

Step Dn

to Garage

621

FF

O

6111

4

9

21

TOO

61.

4

9

UNIT A

UNIT B

UNIT B

UNIT B

UNIT B

UNIT C

UNIT B

BUILDING B(7 units)

2'6" x

6" x 7'

3' x 7'

UNIT DUNIT D


2

00

UN

IT D

UN

IT D

UN

IT D

BUILDING D(3 units)

NORTH

ISSUED FOR REVIEW 12.Sept.2017

MARCH 7/18ISSUED FOR REVIEW MARCH 12/18ISSUED FOR REVIEW JUNE 28/18


Documents

2077 Garibaldi Way - pub-rmow.escribemeetings.com