2019.01.31 1301 Hillside (BUBBLED) - City of Victoria

MEMBERS AIBC - RAIC - AIA

SHA

NOTES:COPYRIGHT ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND REPRODUCTIONS ARE THE PROPERTY OF STUART HOWARD ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED WITHOUT WRITTEN PERMISSION OF THIS OFFICE.

NOT TO BE USED FOR CONSTRUCTION UNLESS COUNTERSIGNED.

CONTRACTOR TO VERIFY DIMENSIONS BEFORE PROCEEDING AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES.

Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A0.00

As Noted217.29

AP

NR

2019.01.31

Sheet Title

Project Title

Cover Sheet

1301 Hillside Ave.

Consultant

1301 Hillside Ave.Victoria, BC

No. Date Issue Notes

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Architect

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Checked By

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GENERAL NOTES

1. ALL CONSTRUCTION IS TO COMPLY WITH THE 2012 BRITISH COLUMBIA BUILDING CODE (BCBC), AS WELL AS OTHER LOCAL GOVERNING CODES, BYLAWS, AND ORDINANCES.

2. ALL WORK TO BE OF THE BEST PRACTICES OF THE LOCAL TRADES INVOLVED.

3. WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE DRAWINGS. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS.

4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE. DO NOT SCALE DRAWINGS.

5. ALL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, AND LANDSCAPE DRAWINGS, SPECIFICATIONS, GEOTECHNICAL AND ARBORIST REPORTS. ANY DISCREPENCIES MUST BE REPORTED TO ARCHITECT BEFORE PROCEEDING WITH WORK.

6. ALL EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR SHEATHING. UNLESS NOTED OTHERWISE.

7. ALL INTERIOR DIMENSIONS ARE TO CENTERLINE OF STUD. UNLESS NOTED OTHERWISE.

8. ALL WALLS ARE TO EXTEND TO U/S OF STRUCTURE. UNLESS NOTED OTHERWISE.

9. ALL WINDOWS AND DOORS ON PLAN ARE DIMENSIONED TO THE CENTRE OF ROUGH OPENING (R.O.). UNLESS NOTED OTHERWISE.

10. ALL WINDOWS ARE DIMENSIONED ON THE FLOOR PLANS ROUGH OPENING (R.O.). UNLESS NOTED OTHERWISE.

11. ALL DOORS ARE A MIN. OF 4" (100 mm) FROM FACE OF ADJACENT WALLS. UNLESS NOTED OTHERWISE.

DRAWING INDEXARCHITECTURAL

SHEET NO. SHEET TITLE SCALE

A0.00 Cover Sheet As Noted

A0.02 Site Context AS NOTED

A1.01 Existing Site Plan AS NOTED

A1.02 Site Plan As Noted

A2.01 Main Floor Plan As Noted

A2.02 2nd Floor Plan As Noted

A2.03 3rd Floor Plan As Noted

A2.04 4th Floor Plan As Noted



A2.07 Roof Plan As Noted

A3.01 Building Elevations As Noted




A4.01 Building Sections As Noted

A7.01 Perspectives As Noted

A8.01 Window Schedule As Noted

A8.02 Door Schedule As Noted

1301 HILLSIDE REZONING APPLICATION1301 Hillside Ave.Victoria, BC

PROJECT TEAM

DEVELOPER

NVision Properties301-1106 Cook St., Victoria, BC V8V 3Z9T 250.883.5579

ARCHITECT

Stuart Howard Architects Inc.405, 375 West 5th Avenue. Vancouver, BC V5Y 1J6604-688-5585

LANDSCAPE ARCHITECT

Murdoch de Greeff Inc.200-524 Culduthel RoadVictoria, BC V8Z 1G1250.412.2891

SURVEYOR

Powell & Associates250-2950 Douglas StreetVictoria BCV8T 4N4250.382.8855

2

1

Revisions

Received Date: February 8, 2019

Bubbled areas indicate revisionscompared to the previously

submitted plans


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A0.02

AS NOTED217.29

OEM

NR

2019.01.31

Sheet Title

Project Title

Site Context

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

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HILLSIDE AVENUE

COO

K ST

REET

#2705#2710#1234

#1230#1226#1224#1218

#1216#1212#1210

#1201#1219

#1225 #1231 #1237

#2652

#2646

#2630

#2626

HILLSIDE AVENUE

COO

K ST

REET

BLAC

KWO

OD

STR

EET

#1280

#1307(ELIZABETHBUCKLEYSCHOOL)

#1301

Context Plan1/64"=1'-0"1

1

#1201#1219#1225#1231#1237

HILLSIDE AVENUE

COOK STREET

BLAC

KWO

OD

STR

EET

#1307(ELIZABETH

BUCKLEYSCHOOL)

#1301 SIX STOREYS MAX AS PER OFFICIAL COMMUNITY PLAN

#2705 HILLSIDE AVENUE#1280#1307

(ELIZABETHBUCKLEYSCHOOL)

#1301SIX STOREYS MAX AS PER OFFICIAL COMMUNITY PLAN

Streetscape 1 from Hillside Avenue1/32"=1'-0"2

Streetscape 2 from Cook Street1/32"=1'-0"3

https://www.google.ca/maps/place/1301+Hillside+Ave,+Victoria,+BC+V8T+2B3/@48.4418064,-123.3529224,203a,35y,144.48h,44.95t/data=!3m1!1e3!4m5!3m4!1s… 1/1

Imagery ©2018 Google, Map data ©2018 Google 10 m

1301 Hillside AveVictoria, BC V8T 2B3

1301 Hillside Ave

Streetview looking EastNTS5

Birdview looking EastNTS4

2

3

3


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A1.01

AS NOTED217.29

OEM

NR

2019.01.31

Sheet Title

Project Title

Existing Site Plan

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

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SIDE

WAL

K

WATER METER

LAMP

LAMP/TRAFFIC

LAMP/TRAFFIC

UTILITY POLEW/LIGHT

UTILITY POLEW/LIGHT

SIDEWALK

CATCH BASIN

CATCH BASIN

KIOSK

BUS STOP

ANCHOR

PAD

CONCRETE SLAB

SIDEWALK

RETAINING WALL RETAINING WALL

E.G. (CONCRETE)

103.77' (31.63M)

E.G. (CONCRETE)

104.19' (31.63M)

E.G. (CONCRETE)

104.52' (31.86M)

E.G. (CONCRETE)

105.41' (32.13M)

E.G. (CONCRETE)

105.05' (32.02M)

E.G. (CONCRETE)

105.44' (32.14M)

12'-6

1/2

"[3

.82M

]

AP

PR

OX

.

37'-1 1/4"[11.31M]

APPROX.

6'-9"[2.05M]APPROX.

51'-7"[15.72 M

]

AP

PR

OX

.

3'-10"[1.17M]APPROX.

30'-4

1/4

"[9

.25M

]AP

PRO

X.

28'-3

1/4

"[8

.62M

]AP

PRO

X.

18'-1

1"[5

.77M

]AP

PRO

X.

39'-3"[11.96M]

APPROX.

37'-10"[11.53M]

APPROX.CATCH BASIN

2'-6

"[0

.76M

]

AP

PR

OX

.

1'-7"[0.48M]

9'-5 3/4"[2.89M]

APPROX.

44'-8

1/4

"[1

3.62

M]

APPR

OX.

63'-2"[19.25M]

APPROX.

15'-11 1/4"[4.85M]

APPROX.

65'-5"[19.94M]

APPROX.

EXPOSED ROCK

12'-1

"[3

.68M

]

AP

PR

OX

.

6'-6 1/2"[1.99M]APPROX.

2'-6

3/4

"[0

.78M

]

AP

PR

OX

.

2'-4 3/4"[0.73M]

APPROX.

8'-6

"[2

.59M

]

AP

PR

OX

.

4'-6 1/4"[1.38M]

APPROX.

12'-8"[3.86M]

APPROX.

35'-7

3/4

"[1

0.87

M]

AP

PR

OX

.

9'-1

"[2

.77M

]

AP

PR

OX

.

1'-0 1/4"[0.31M]

APPROX.

7'-7

"[2

.311

M]

AP

PR

OX

.

2'-3 1/4"[0.69M]

APPROX.

1'-1

1 3/

4"[0

.6M

]

AP

PR

OX

.

11 1/4"[0.29M]

APPROX.

12'-6"[3.81M]

APPROX.

6'-7

"[2

.01M

]

AP

PR

OX

.

51'-9 1/2"[15.79M]

APPROX.

15'-7"[4.75M]

APPROX.

5'-1

3/4

"[1

.57M

]

AP

PR

OX

.

20'-10 3/4"[6.37M]

APPROX.

83'-9"[25.53M]

APPROX.

17'-11 1/2"[5.47M]

APPROX.

5'-4 1/4"[1.63M]

APPROX.

29'-5

1/4

"[8

.98M

]AP

PRO

X.

16'-4

3/4

"[5

M]

APPR

OX.

33'-1

1 3/

4"[1

0.35

M]

APPR

OX.

E.G.

105.7

4' (32

.23M)

E.G. (S

IDEWALK)

103.7

7' (31

.63M)

E.G. (S

IDEWALK)

104.0

3' (31

.71M)

E.G. (S

IDEWALK)

104.2

9' (31

.79M)

E.G. E

.G. (S

IDEWALK)

104.5

9' (31

.88M)

E.G.

104.8

5' (31

.96M)

E.G. (C

URB)

104.2

6' (31

.78M)

E.G. (C

URB)

104.1

6' (31

.72M)

E.G. (C

URB)

103.8

7' (31

.66M)

E.G. (C

URB)

103.6

4' (31

.59M)

E.G. (C

URB)

103.4

4' (31

.53M)

E.G. (C

URB)

103.1

4' (31

.44M)

E.G. (C

URB)

102.9

8' (31

.39M)

E.G. (CURB)

102.88' (31.36M)

E.G. (CURB)

102.78' (31.33M)

E.G. (CURB)

102.91' (31.37M)

E.G. (CURB)

103.11' (31.43M)

E.G. (CURB)

103.44' (31.53M)

E.G. (CURB)

103.70' (31.61M)

E.G.

114.3

0' (34

.84M)

E.G.

105.47' (32.15M)

E.G.

113.1

8' (34

.50M)

E.G. (S

IDEWALK)

103.5

7' (31

.57M)

E.G. (SIDEWALK)

103.31' (31.49M)

E.G.

105.18' (32.06M)

T.O.W

.

105.2

4' (32

.08M)

T.O.W

.

109.3

1' (33

.32M)

T.O.W

.

109.3

1' (33

.35M)

T.O.W

.

113.1

8' (34

.50M)

T.O.W

.

115.1

2' (35

.09M)

T.O.W.

111.31' (33.93M)

E.G. (SIDEWALK)

104.85' (31.96M)

E.G.

104.7

5' (31

.93M)

E.G.

104.0

6' (31

.72M)

E.G.

106.1

6' (32

.36M)

E.G.

106.8

8' (32

.58M)

E.G.

111.9

0' (34

.14M) E.G

.

115.8

1' (35

.30M)

E.G.

115.5

5' (35

.22M)

1301LOT AREA: 13,382.12 S.F. (1243 SM)

SETBACK SITE COVERAGE: 7,198.8 S.F. (668.8 SM)

1190 KINGS ROADTREE #1

GARRY OAKDBH 65CMS

TREE #3GARRY OAK

DBH CAL. 55CMS

TREE #4GARRY OAKDBH 50CMS

TREE #5GARRY OAK

DBH 4 STEM 15-20CMS

TREE #6BIRCH

DBH 33CMS

P.L. 24.70' (7.53M)

P.L. 123.68' (37.70M)

P.L.

100

.00'

(30.

48M

)

P.L. 144.65' (44.09M)

P.L.

44.

88' (

13.6

8M)

P.L.

43.

07' (

13.1

3M)

HILLSIDE AVENUE

COO

K ST

REET

3'-7 3

/4"[1.

108]

14'-9 1/2"[4.51M SETBACK]

14'-9

1/4

"[4

.5M

SET

BACK

]

14'-9 1/4"[4.5M SETBACK]

14'-9 1/4"

[4.5M SETBACK]

14'-9

1/4

"[4

.5M

SET

BACK

]

4.5 M SETBACK

500 W HDPE IN 600 ST

W

W

W

W

200 W DI

300 W CI

200 W DI

W W W W W W W W W W W W W W W

WW

WW

WW

WW

W

W W W W W W W W W W W W W W W W W W W W W W W W W

WW

WW

WW

WW

WWWWW

WW

WW

WW

W

WBV 3561

WBV 30310

WB

V 3

560

WBV 10828

WBV 2133

SSSSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SSS

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

200

S

200

SS

VIT

C

300 SS VITC

SS

SS

SS

3577

SEWER MANHOLE 4697

SEWER MANHOLE 4698

SEWER VENT 4699

STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

STST

STST

STST

ST

200

D

200

D

250 D

STST

STST

STST

STST

ST

23058

1231

4563

4238

STORM MANHOLE D3185

STORM MANHOLE D3186

E

E

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E E

E

E

E

E

CITY LIGHT

ELECTRICALPOLE 24262


Existing Site PlanScale: 1/8" = 1'-0"1

LEGEND:WATER LINE

STORM LINE

SEWER LINE

ELECTRICITY LINE

W W

ST ST

S S

E E

DEVELOPMENT STATISTICS

Zoning C-SS (CA Proposed)Uses Multiple Dwelling

Existing (C-SS) Proposed (CA) Required Number of Units 1 SERVICE STATION 50 -Number of Storeys 1 6 -Height 36'1" [11 M] 57'2" [17.42 M] -Front Yard 4.5 M 11' 8 1/2" [3.57 M] S.R.W. [3.57 M]Side Yard (West) 4.5 M 10' 7 1/2" [3.24 M] S.R.W. [3.24 M]Side Yard (East) 4.5 M 0 -Rear Yard Setback 4.5 M 0 -Combined Sideyards 13.5 M 10' 7 1/2" [3.24 M] -Parking Spaces 4 24 (20 + 4 visitor) 52 (47 + 5 visitor)Bicycle Spaces 0 63 LONG TERM 58 LONG TERM

6 SHORT TERM 6 SHORT TERM

SITE DATA

Civic Address 1301 HILLSIDE AVENUEVICTORIA, BC

Legal AddressPID 014-979-675LOTS A, SECTION 4, VICTORIA DISTRICT,PLAN 38000

Site Area 13382.12 sq.ft. [1243.24 sq.m.]

Site Coverage 10107.13 sq.ft. [938.98 sq.m.] (75.5%)

Open Site Space 2909.82 sq.ft. [270.33 sq.m.] (21.7%)

PROPOSED UNIT MAKEUP

BACH 1BR 2BRSECOND 7 1 4THIRD 6 1 5FOURTH 6 1 5FIFTH - 6 1SIXTH - 6 1

TOTAL 19 15 16

TOTAL UNITS 50 (38% BACH, 30% 1BR, 32% 2BR)

GROUND ORIENTED UNITS 0MIN. UNIT FLOOR AREA 331.55 sq.ft [30.80 sq.m.]TOTAL RESIDENTIAL FLOOR AREA 28541.92 sq.ft [2651.63 sq.m.]

FSR SUMMARY

TOTAL SITE AREA = 13,382.12 sq.ft.CURRENT ZONE: C-SS

EXISTING/LOT PROPOSED

MAIN FLOOR 0.00 sq.ft. 1,843.79 sq.ft. [171.29 sq.m.]SECOND FLOOR 0.00 sq.ft. 7,077.66 sq.ft. [657.54 sq.m.]THIRD FLOOR 0.00 sq.ft. 6,785.49 sq.ft. [630.39 sq.m.]FOURTH FLOOR 0.00 sq.ft. 6,785.49 sq.ft. [630.39 sq.m.]FIFTH FLOOR 0.00 sq.ft. 5,196.81 sq.ft. [482.80 sq.m.]SIXTH FLOOR 0.00 sq.ft. 5,196.81 sq.ft. [482.80 sq.m.]

GROSS FSR 0.00 2.46

TOTAL 0.00 sq.ft. 32,886.05 sq.ft. [3,055.21 sq.m.]

COMMERCIAL FLOOR AREA 0.00 sq.ft. 928.93 sq.ft. [86.30 sq.m.]


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A1.02

As Noted217.29

OEM

NR

2019.01.31

Sheet Title

Project Title

Site Plan

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

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ELEVATOR44.08 sq ft

PARKING6431.93 sq ft

UP

16R

@7"

GARBAGE ROOM215.72 sq ft

2.6M

STA

NDAR

D CA

R

15

2.6m

5.1m

2.6M

STA

NDAR

D CA

R

21

2.6m

5.1m

W104 W105 W106

W107

2.7M

STA

NDAR

D CA

R

22

2.7m

5.1m

2.7M

STA

NDAR

D CA

R

19

2.7m

5.1m

2.7M

STA

NDAR

D CA

R

17

2.7m

5.1m

2.7M

STA

NDAR

D CA

R

16

2.7m

5.1m

2.7M

STA

NDAR

D CA

R

14

2.7m5.

1m

T.O.F.

S.

104.8

6' (31

.96M)

W10

3

SLO

PE

DN

SLO

PE

DN

SLO

PE

DN

SLO

PE

DN

SLOPE DN

SLOPE DN

SLOPE DN

MA

IL

10'-7 1/2"[3.24](S.R.W.)

11'-8

1/2

"[3

.57]

(S.R

.W.)

2.6M

STA

NDAR

D CA

R

02

2.6m

5.1m

20

UP 16R@7"

W10

1

2.7M

STA

NDAR

D CA

R

24

2.7m

5.1m

2.7M

STA

NDAR

D CA

R

23

2.7m

5.1m

2.6M

STA

NDAR

D CA

R

18

2.6m

5.1m

UP

16R

@7"

W/D

ELECTRICAL ROOM69.46 sq ft

MECHANICAL ROOM73.63 sq ft

LOBBY197.98 sq ft

SLOPE DN

T.O.F.

S.

104.8

6' (31

.96M)

T.O.F.

S.

104.8

6' (31

.96M)

LINE OF BUILDING OVER

VESTIBULE32.21 sq ft

W/D W/D

2.7M

STA

NDAR

D CA

R

13

2.7m

5.1m

2.6M

STA

NDAR

D CA

R

12

2.6m

5.1m

CLASS I01H

CLASS I16 H

CLASS I39H

CLASS I40 H

CLASS I02H

CLASS I03H

CLASS I04H

CLASS I05H

CLASS I06H

CLASS I07H

CLASS I08H

CLASS I09H

CLASS I10H

CLASS I11H

CLASS I12H

CLASS I13H

CLASS I14H

CLASS I15H

CLASS I17 H

CLASS I38H

CLASS I18 H

CLASS I37H

CLASS I19 H

CLASS I36H

CLASS I20 H

CLASS I35H

CLASS I21 H

CLASS I34H

CLASS I22 H

CLASS I33H

CLASS I23 H

CLASS I32H

CLASS I24 H

CLASS I31H

CLASS I25 H

CLASS I30H

CLASS I26 H

CLASS I29H

CLASS I27 H

CLASS I28H

CLASS I41 H

CLASS I42 H

CLASS I43 H

CLASS I44 H

CLASS I45 H

CLASS I46 H

CLASS I47 H

CLASS I48 H

CLASS I49 H

CLASS I50 H

CLASS I51 H

2.6M

STA

NDAR

D CA

R

08

2.6m

5.1m

2.7M

STA

NDAR

D CA

R

03

2.7m

5.1m

2.7M

STA

NDAR

D CA

R

04

2.7m

5.1m

2.6M

STA

NDAR

D CA

R

05

2.6m

5.1m

2.7M

STA

NDAR

D CA

R

06

2.7m

5.1m

2.7M

STA

NDAR

D CA

R

07

2.7m

5.1m

2.7M

STA

NDAR

D CA

R

09

2.7m

5.1m

2.7M

STA

NDAR

D CA

R

10

2.7m

5.1m

2.6M

STA

NDAR

D CA

R

11

2.6m

5.1m

SLO

PE

DN

SLO

PE

DN

SLOPE DN

SLOPE DN

BIKE WASH/PET WASH

GUARD @ 42’ A.F.L.

2.7M

STA

NDAR

D CA

R

01

2.7m5.

1m

CLASS I52H

CLASS I53H

CLASS I54H

CLASS I55H

CLASS I56H

CLASS I57H

CLASS I58H

CLASS I59H

CLASS I60H

CLASS I61H

CLASS I62H

CLASS I63H

REQ. CLEARANCE FOR 3 YARD BIN

LIVE/WORK LOWER309.87 sq ft



P.M.T.

SIDE

WAL

K

SIDEWALK

LINE OF PROPOSED NEW CROSSING


TO BE RETAINED

TREE #3GARRY OAK

DBH CAL. 55CMSTO BE RETAINED


TO BE RETAINED

TREE #5GARRY OAK

DBH 4 STEM 15-20CMSTO BE RETAINED

TREE #6BIRCH

DBH 33CMSTO BE REMOVED

MAIN

ENTRANCE

EXIT

EXIT EXIT

EXISTINGWATER METER

LAMP

EXISTINGLAMP/TRAFFIC

LINE OF PROPOSED NEWBUS SHELTER

BC TRANSIT TYPE 3STANDAR BASE SHELTER

SLOPE DOWN

EXISTINGLAMP/TRAFFIC

LINE OF PROPOSEDSTATUTORY RIGHT

OF WAY

LINE OF PROPOSEDSTATUTORY RIGHT OF WAY

BICYCLE PARKING

18'-1

0 1/

4"[5

.75M

]57

'-8 3

/4"

[17.

6M]

9'-1

0 3/

4"[3

.01M

]6'

-6 1

/4"

[1.9

9M]

9'-5 1/2"[2.89M]

2'-6

3/4

"[0

.78M

]

AP

PR

OX.

2'-4 3/4"[0.73M]

APPROX.

8'-6

"[2

.59M

]

AP

PR

OX.

4'-6 1/4"[1.38M]

APPROX.

12'-8"[3.86M]

APPROX.

35'-7

3/4

"[1

0.87

M]

AP

PR

OX.

9'-1

"[2

.77M

]

AP

PR

OX.

1'-0 1/4"[0.31M]

APPROX.

26'-0 1/4"[7.93M]

44'-4 1/2"[13.53M]

21'-1 1/2"[6.44M]

13'-0"[3.96M]

7'-0

"[2

.13M

]

AP

PR

OX.

43'-9 3/4"[13.35M]

6'-1 3/4"[1.87M]

APPROX.

6'-1

0 3/

4"[2

.1M

]

6'-6 3/4"[2M]

6'-6

3/4

"[2

M]

22'-11 1/2"[7M]

10'-7 1/2"[3.24M](S.R.W.)

9 1/2"[0.241M]

3'-3 1/4"[1M]

22'-11 1/2"[7M]

3'-3 1/4"[1M]

3'-10 3/4"[1.19M]

98'-2"[29.92M]

15'-5 1/4"[4.7M]

5'-9

1/2

"[1

.76M

]

30'-7 1/2"[9.33M]CURB TO BUILDING (MAX.)

16'-8 1/2"[5.09M]CURB TO BUILDING (MIN.)

23'-3

3/4

"[7

.1M

]

CU

RB

TO B

UIL

DIN

G

11'-8

1/4

"[3

.56M

]

FRO

NT

SE

TBA

CK

16'-5 3/4"[5.02M]

102'-0 1/4"[31.09M]

12'-1 3/4"[3.7M]

CLASS 201H

CLASS 202H

CLASS 203H

CLASS 204H

CLASS 205H

CLASS 206H

14'-1

0 1/

2"[4

.54M

]8'

-2 1

/2"

[2.5

M]

42'-1

0 1/

2"[1

3.07

M]

EXIT

EXIT

INTEGRATED BUS SHELTER SEATING

E.G.

105.7

4' (32

.23M)

E.G. (S

IDEWALK)

103.7

7' (31

.63M)

E.G. (S

IDEWALK)

104.0

3' (31

.71M)

E.G. (S

IDEWALK)

104.2

9' (31

.79M)

E.G. (S

IDEWALK)

104.5

9' (31

.88M)

E.G.

104.8

5' (31

.96M)

E.G. (C

URB)

104.2

6' (31

.78M)

E.G. (C

URB)

104.1

6' (31

.72M)

E.G. (C

URB)

103.8

7' (31

.66M)

E.G. (C

URB)

103.4

4' (31

.53M)

E.G. (C

URB)

103.1

4' (31

.44M)

E.G. (C

URB)

102.9

8' (31

.39M)

E.G. (CURB)

102.88' (31.36M)

E.G. (CURB)

102.78' (31.33M)

E.G. (CURB)

102.91' (31.37M)

E.G. (CURB)

103.11' (31.43M)

E.G. (CURB)

103.44' (31.53M)

E.G. (CURB)

103.70' (31.61M)

E.G.

114.3

0' (34

.84M)

E.G.

113.1

8' (34

.50M)

E.G. (S

IDEWALK)

103.5

7' (31

.57M)

E.G. (SIDEWALK)

103.31' (31.49M)

E.G.

105.1

8' (32

.06M)

T.O.W

.

105.2

4' (32

.08M)

T.O.W.

107.25' (32.69M)

T.O.W.

115.12' (35.09M)

E.G. (SIDEWALK)

104.85' (31.96M)

E.G.

106.1

6' (32

.36M)

E.G.

106.8

8' (32

.58M)

E.G.

111.90' (34.14M)

E.G.

115.81' (35.30M) E.G.

115.55' (35.22M)

T.O.F.

S.

105.2

2' (32

.07M)

E.G.

104.7

2' (31

.92M)

T.O.F.S.

104.86' (31.96M)

T.O.F.S.

104.86' (31.96M)

E.G.

103.3

5' (31

.5M)

E.G.

103.5

8' (31

.57M)

T.O.F.

S.10

4.86'

(31.96

M)

T.O.F.

S.10

4.86'

(31.96

M)

T.O.F.

S.10

4.6' (3

1.88M

)

T.O.F.

S.10

4.6' (3

1.88M

)

E.G.

105.0

5' (32

.02M)

E.G. (C

URB)

103.6

4' (31

.59M)

E.G.

107.9

7' (32

.91M)

E.G.

105.1

8' (32

.06M)

T.O.F.

S.10

4.6' (3

1.88M

)

E.G.

103.3

5' (31

.5M)

E.G.

103.35' (31.5M)

T.O.F.S.

104.88' (31.92M)

E.G.

104.5

2' (31

.86M)

E.G. S

IDEWALK

104.4

3' (31

.83M)

133'-5"[40.66M] BUILDING WIDTH

82'-4

1/2

"(BU

ILD

ING

DE

PTH

)[2

5.10

8]

P.L. 24.70' (7.53M) P.L. 123.68' (37.70M)

P.L.

100

.00'

(30.

48M

)

P.L. 144.65' (44.09M)

P.L.

44.

88' (

13.6

8M)

P.L.

43.

07' (

13.1

3M)

HILLSIDE AVENUE

COO

K ST

REET

S.R.

W.

S.R.W.

1A4.01

1A4.01

500 W HDPE IN 600 ST

W

W

W

W

200 W DI

300 W CI

200 W DI

W W W W W W W W W W W W W W W

WW

WW

WW

WW

W

W W W W W W W W W W W W W W W W W W W W W W W W W

WW

WWW

WW

WW

WWWWW

WW

WW

WW

W

WBV 3561

WBV 30310

WB

V 3

560

WBV 10828

WBV 2133

SSSSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SSS

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

200

S

200

SS

VIT

C

300 SS VITC

SS

SS

SS

S

3577

SEWER MANHOLE 4697

SEWER MANHOLE 4698

SEWER VENT 4699

STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

STST

STST

STST

ST

200

D

200

D

250 D

STST

STST

STST

STST

ST

23058

1231

4563

4238

STORM MANHOLE D3185

STORM MANHOLE D3186

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

CITY LIGHT



Proposed Site PlanScale: 1/8" = 1'-0"1

NEW BUILDINGSITE COVERAGE: 10,107.13 SQ.FT. (938.98 SM)

LEGEND:WATER LINE

STORM LINE

SEWER LINE

ELECTRICITY LINE

W W

ST ST

S S

E E

LINE REPRESENTS FLOOR ABOVE(6TH FLOOR)

22'-0

3/4

"[6

.72M

]

GLASS CANOPY ABOVE

107.25' (SW) + 115.12' (SE)2( ) 28.27%

[% OF PERIMETER]X[ ]

AVERAGE GRADE = 107.36' [32.72 M]

+

115.12' (SE) + 107.97' (E)2( ) 14.60%

[% OF PERIMETER]X[ ] +

107.97' (E) + 105.05' (NE)2( ) 4.51%


105.05' (NE) + 104.60' (NE)2( ) 3.68%


104.6' (NE) + 104.52' (NE)2 ) 1.38%


104.52' (NE) + 103.35' (NW)2 ) 23.42%


103.35' (NW) + 103.35' (NW)2 ) 3.65%


103.35' (NW) + 104.33' (W)2( ) 6.63%


104.33' (W) + 104.88' (W)2( ) 3.41%


104.88' (W) + 105.18' (SW)2 ) 10.45%


AVERAGE GRADE CALCULATION

((

(

)(

4


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A2.01

As Noted217.29

AP

NR

2019.01.31

Sheet Title

Project Title

Main Floor Plan

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

019.

01.3

0 13

01 H

illsid

e.vw

x

P.M.T.

CLASS 201H

D114D114D114

CLASS 202H

CLASS 203H

CLASS 204H

CLASS 205H

CLASS 206H

INTEGRATED BUS SHELTER SEATING

ELEVATOR44.08 sq ft

PARKING6431.93 sq ft

UP

16R

@7"

GARBAGE ROOM215.72 sq ft

2.6M

STA

ND

ARD

CAR

15

2.6m

5.1m

2.6M

STA

ND

ARD

CAR

21

2.6m

5.1m

W104 W105 W106 D105 D106

W107 W108 W109

D107

D114

2.7M

STA

ND

ARD

CAR

22

2.7m

5.1m

2.7M

STA

ND

ARD

CAR

19

2.7m

5.1m

2.7M

STA

ND

ARD

CAR

17

2.7m

5.1m

2.7M

STA

ND

ARD

CAR

16

2.7m

5.1m

2.7M

STA

ND

ARD

CAR

14

2.7m

5.1m

22'-1

1 1/

2"[7

M]

DR

IVE

AIS

LE

5'-9

1/2

"[1

.76M

]

15'-4 1/2"[4.68M]

28'-0 1/4"[8.54M]

6'-6

1/4

"[1

.99M

]

T.O.F.

S.10

4.30'

(31.79

M)

18'-1

0 1/

4"[5

.75M

]57

'-8 3

/4"

[17.

6M]

T.O.F.

S.10

4.30'

(31.79

M)

T.O.F.

S.10

4.30'

(31.79

M)

E.G104.2

9' (31

.79M)

E.G103.3

5' (31

.5M)

E.G

104.3

3' (31

.8M)

E.G104.7

2' (31

.92M)

E.G105.0

5' (32

.02M)

E.G103.5

8' (31

.57M)

E.G103.3

' (31.4

9M)

T.O.F.

S.10

4.86'

(31.96

M)

T.O.F.S.104.86' (31.96M)

T.O.F.S.

104.86' (31.96M)

T.O.F.

S.

104.8

6' (31

.96M)

65'-10 1/2"[20.08M]

W10

3

SLO

PE

DN

SLO

PE

DN

SLO

PE

DN

SLO

PE

DN

SLOPE DN

SLOPE DN

SLOPE DNT.O

.F.S.

104.3

0' (31

.79M)

MA

IL

2.6M

STA

ND

ARD

CAR

02

2.6m

5.1m

T.O.F.

S.

104.8

6' (31

.96M)

T.O.F.

S.10

4.86'

(31.96

M)

T.O.F.

S.10

4.86'

(31.96

M)

T.O.F.

S.10

4.86'

(31.96

M)

T.O.F.S.

104.62' (31.89M)

T.O.F.S.

104.62' (31.89M)

101'-9"[31.01M]

20'-2 3/4"[6.17M]

T.O.F.S.

104.86' (31.96M)3.7m

5.1m

DISABLEDSPACE

20

UP 16R@7"

W102

W10

1

123'-0"[37.49M]

D101

W110

D113

D115

2.7M

STA

ND

ARD

CAR

24

2.7m

5.1m

D109

2.7M

STA

ND

ARD

CAR

23

2.7m

5.1m

2.6M

STA

ND

ARD

CAR

18

2.6m

5.1m

D102 D103 D104

UP

16R

@7"

D539W/D

UP

15R

@7.

5"

ELECTRICAL ROOM69.46 sq ft

MECHANICAL ROOM73.63 sq ft

LOBBY197.98 sq ft

SLOPE DN

9'-6 1/4"2.9

5'-0 1/4"1.53

8'-11 3/4"2.74

4'-7 1/4"1.4

8'-6 3/4"2.61

5'-0 3/4"1.54

T.O.F.S.

104.86' (31.96M)

T.O.F.

S.

104.8

6' (31

.96M)

T.O.F.

S.

104.8

6' (31

.96M)

33'-0

"[1

0.06

M]

4'-8

1/2

"1.

4332

'-10

1/2"

10.0

25'

-3 1

/4"

1.61

T.O.F.

S.

104.8

6' (31

.96M)

LINE OF BUILDING OVER

VESTIBULE32.21 sq ft

T.O.F.S.

104.86' (31.96M)

T.O.F.

S.10

4.86'

(31.96

M)

D539W/D

UP

15R

@7.

5"

D539W/D

UP

15R

@7.

5"

2.7M

STA

ND

ARD

CAR

13

2.7m

5.1m

2.6M

STA

ND

ARD

CAR

12

2.6m

5.1m

D107

CLASS I01H

CLASS I16 H

CLASS I39H

CLASS I40 H

CLASS I02H

CLASS I03H

CLASS I04H

CLASS I05H

CLASS I06H

CLASS I07H

CLASS I08H

CLASS I09H

CLASS I10H

CLASS I11H

CLASS I12H

CLASS I13H

CLASS I14H

CLASS I15H

CLASS I17 H

CLASS I38H

CLASS I18 H

CLASS I37H

CLASS I19 H

CLASS I36H

CLASS I20 H

CLASS I35H

CLASS I21 H

CLASS I34H

CLASS I22 H

CLASS I33H

CLASS I23 H

CLASS I32H

CLASS I24 H

CLASS I31H

CLASS I25 H

CLASS I30H

CLASS I26 H

CLASS I29H

CLASS I27 H

CLASS I28H

CLASS I41 H

CLASS I42 H

CLASS I43 H

CLASS I44 H

CLASS I45 H

CLASS I46 H

CLASS I47 H

CLASS I48 H

CLASS I49 H

CLASS I50 H

CLASS I51 H

D109

D108

T.O.F.

S.

104.8

6' (31

.96M)

D110

2.6M

STA

ND

ARD

CAR

08

2.6m

5.1m

2.7M

STA

ND

ARD

CAR

03

2.7m

5.1m

2.7M

STA

ND

ARD

CAR

04

2.7m

5.1m

2.6M

STA

ND

ARD

CAR

05

2.6m

5.1m

2.7M

STA

ND

ARD

CAR

06

2.7m

5.1m

2.7M

STA

ND

ARD

CAR

07

2.7m

5.1m

2.7M

STA

ND

ARD

CAR

09

2.7m

5.1m

2.7M

STA

ND

ARD

CAR

10

2.7m

5.1m

2.6M

STA

ND

ARD

CAR

11

2.6m

5.1m

D111

7'-0 1/2"[2.14M]

4'-3

1/2

"[1

.31M

]T.O.F.S.

104.86' (31.96M)

SLO

PE

DN

SLO

PE

DN

T.O.F.

S.10

4.12'

(31.73

M)

SLOPE DN

SLOPE DN

BIKE WASH/PET WASH

GUARD @ 42’ A.F.L.

4'-11"[1.5M]

5'-7

"[1

.71M

]

4'-11"[1.5M]

2.7M

STA

ND

ARD

CAR

01

2.7m5.

1m

CLASS I52H

CLASS I53H

CLASS I54H

CLASS I55H

CLASS I56H

CLASS I57H

CLASS I58H

CLASS I59H

CLASS I60H

CLASS I61H

CLASS I62H

CLASS I63H

4'-11"[1.5]

D112

REQ. CLEARANCE FOR 3 YARD BIN



D107 D107 D107


E.G SID

EWALK

104.7

2' (31

.83M)

T.O.F.

S.

104.8

6' (31

.96M)

T.O.F.S.

104.86' (31.96M)

1A4.01

1A4.01

Main Floor PlanScale: 3/16" = 1'-0"1

LINE OF S.R.W.

PROPERTY LINE AS PER SURVEY

LINE OF S.R.W.

BC TRANSIT TYPE 3STANDARD BUS SHELTER

6 VISITORBICYCLE SPACES

GLASS CANOPY OVER

5



TOTAL 19 15 16




SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A2.02

As Noted217.29

AP

NR

2019.01.31

Sheet Title

Project Title

2nd Floor Plan

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

019.

01.3

0 13

01 H

illsid

e.vw

x

PRIVATE DECK394.16 sq ft

UP

16R

@7"

W/D

CL.

CL.

D301

D266

D301

D266

D540

D540

D266

D266

CL.

D266

W/D

CL.

D539

D266

D266

D266

W/D

CL.

D539

D266

D266

DN [email protected]"

D53

9

CL.

D266

CL.

D266

DN [email protected]" D266

D539

CL.

D266

CL.

DN [email protected]" D266

D539

CL.

D266

CL.

D233

D233

D539

D266

W/D

D266

D539

CL.

D266

CL.

HALLWAY545.24 sq ft

CL.

D266

W/D

D540

D539

D266

CL.

D233

D539

D233

D539

D266

W/D CL.

CL.

D266

CL.

D266

D266

CL.

D266

CL.

D266

CL.

D266

D233

D540

D233

D233D539D539CL.

D233

D539

D233

D539

D266

W/D CL.

CL.

D266

CL.

D266

D266

D266

W/D

CL.

D539

D266

D266

W228

W224

11'-0"[TO BUILDING FACE]

[3.34M]


[3.33M]

D202 D204 D208D205D203 D206 D207

D209

W203

W204

W205

W206

W207 W208 W209W208 W211W210 W213W212 W215W214 W217W216 W218 W219

W223

W229

D213D214D215D216 D212

5'-0

"[1

.52M

]4'-0"

[1.22M]

D05 D05D05

UP

16R

@7"

ELEVATOR44.08 sq ft

W201

W202

D201

UP

16R

@7"

D05

UP 16R@7"

D05

W227


PRIVATE DECK295.4 sq ft PRIVATE DECK

295.4 sq ft


OPEN TO BELOW

BED 2107.02 sq ft

UNIT 201 UNIT 202 UNIT 203

x

UNIT 204

UNIT 208UNIT 209UNIT 210UNIT 208

UNIT 209

F.E.L. 114.19' (34.81 M)

D221

D210

W222

W221


BED 2107.02 sq ft

C1722.09 sq ft

A3331.55 sq ft

B2763.2 sq ft

B3744.07 sq ft

B1773.87 sq ft

W220

MASTER BEDROOM97.97 sq ft

BED 2110.18 sq ft


BED 296.53 sq ft


D211

W225W226

D05

D222

D217 D218 D219 D220

ELECTRICAL15.53 sq ft

BED 1120.19 sq ft


A1399.59 sq ft

A1399.59 sq ft

A2404.09 sq ft

A2404.09 sq ft

A2404.09 sq ft

DEN43.57 sq ft

B2763.2 sq ft


A1399.59 sq ft

1A4.01

1A4.01

Typical Floor PlanScale: 3/16" = 1'-0"1

LINE OF S.R.W.


LINE OF S.R.W.

BC TRANSIT TYPE 3STANDARD BUS SHELTER

122'-7 3/4"[37.38M]

3'-11"[1.19M]

109'-2 1/2"[33.29M]

68'-9

"[2

0.95

M]

14'-1

0 1/

2"[4

.54M

]9'

-0"

[2.7

4M]

8'-2

"[2

.49M

]6'

-10"

[2.0

8M]

119'-8"[36.47M]

5'-0 1/2"[1.53M]

22'-7"[6.88M]

12'-0"[3.66M]

13'-11"[4.24M]

12'-0"[3.66M]

13'-11"[4.24M]

26'-2"[7.98M]

68'-5

1/2

"[2

0.87

M]

45'-5

1/2

"[1

3.86

M]

23'-0

"[7

.01M

]

9'-6 1/4"[2.9M]

18'-1

0 1/

2"[5

.75M

]11

'-0 1

/2"

[3.3

6M]

14'-0"[4.27M]

PMT BELOW

6



TOTAL 19 15 16




SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A2.03

As Noted217.29

AP

NR

2019.01.31

Sheet Title

Project Title

3rd Floor Plan

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

019.

01.3

0 13

01 H

illsid

e.vw

x

P.L. 24.70' (7.53M)P.L. 123.68' (37.70M)

P.L.

100

.00'

(30.

48M

)

P.L. 144.65' (44.09M)

P.L.

44.

88' (

13.6

8M)

P.L.

43.

07' (

13.1

3M)

S.R.

W.

S.R.W.

1A4.01

1A4.01

D539

D54

0

D266

W/D

D301

D301

CL.

CL.

CL.

D266

D301

D266D266

HALLWAY542.68 sq ft

UP

16R

@7"

ELEVATOR44.08 sq ft

CL.

D266

CL.

D266

CL.

D266

D233

D540

D233

D233D539D539CL. D233

D233

D539

D266

W/D

D266

D539

CL.

D266

CL.

CL.

D266

W/D

D540

D539

D266

CL.

D233

D539

D233

D539

D266

W/D CL.

CL.

D266

CL.

D266

D266

D266

D301

W/DD539

D266

CL.CL. D539

CL.

D266 W/D

D540

D539

D266

CL.

CL.

D266 W/D

D540

D539

D266

CL.

CL.

D266 W/D

D540

D539

D266

CL.

CL.

D266 W/D

D540

D539

D266

CL.

D233

D539

D233

D539

D266

W/D CL.

CL.

D266

CL.

D266

D266

CL.

D266 W/D

D540

D539

D266

CL.

W306W304 W305

5'-0

"[1

.52M

]

13'-1

1" [T

O B

UIL

DIN

G F

ACE]

[4.2

4M]

8'-6"

[2.59M]

11'-0" [TO BUILDING FACE]

[3.36M] UNIT 301

UNIT 305 UNIT 306UNIT 307

UNIT 309UNIT 310UNIT 311

UNIT 312


[3.4M]

10'-7 1/2"[3.24](S.R.W.)

11'-9

" [TO

BU

ILD

ING

FAC

E][3

.57M

]

UP

16R

@7"

D301

W308

W307

W303

W302

W301

W319

W318

W317

D05

W315W316

D05

W314

D05

W313 W312

D315 D314 D313 D312 D311

D302

D308D307D306D305D304D303

D309

D05 D05 D05 D05 D05 D05




C2537.74 sq ft

UNIT 302 UNIT 303 UNIT 304 B4733.81 sq ft

UNIT 308

F.E.L. 123.52' (37.65 M)

D05 D05


D301


W310

W311

W309

BED 195.99 sq ft

D310



BED 2118.16 sq ft

BED 1115.14 sq ft







BED 2107.02 sq ft

BED 2107.02 sq ft

A3331.55 sq ft

B2763.2 sq ft

B3744.07 sq ft

B1773.87 sq ft


BED 2110.18 sq ft


BED 296.53 sq ft


B2763.2 sq ft


A3331.55 sq ft

A3331.55 sq ft

A3331.55 sq ft

A3331.55 sq ft

A3331.55 sq ft

Third Floor PlanScale: 3/16" = 1'-0"1

LINE OF S.R.W.


LINE OF S.R.W.

122'-7 3/4"[37.38M]

3'-11"[1.19M]

109'-2 1/2"[33.29M]

68'-5

"[2

0.85

M]

14'-3

1/2

"[4

.35M

]8'

-10"

[2.6

9M]

6'-6

"[1

.98M

]

119'-8"[36.47M]

5'-0 1/2"[1.53M]

22'-7"[6.88M]

12'-0"[3.66M]

13'-11"[4.24M]

12'-0"[3.66M]

13'-11"[4.24M]

26'-2"[7.98M]

68'-5

1/2

"[2

0.87

M]

45'-5

1/2

"[1

3.86

M]

23'-0

"[7

.01M

]

9'-6 1/4"[2.9M]

9'-0

"[2

.74M

]18

'-10"

[5.7

4M]

14'-0"[4.27M]

11'-0

"[3

.355

]

7



TOTAL 19 15 16




SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A2.04

As Noted217.29

AP

NR

2019.01.31

Sheet Title

Project Title

4th Floor Plan

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

019.

01.3

0 13

01 H

illsid

e.vw

x

D539

D54

0

D266

W/D

D301

D301

CL.

CL.

CL.

D266

D301

D266D266

UP

16R

@7"

HALLWAY542.69 sq ft

D233

D233

D539

D266

W/D

D266

D539

CL.

D266

CL.

CL.

D266

W/D

D540

D539

D266

CL.

16'-0

" [TO

BU

ILD

ING

FAC

E]

[4.8

6M]

8'-6"

[2.59M]


[3.36M]


[3.4M]

10'-7 1/2"[3.24](S.R.W.)

11'-9

" [TO

BU

ILD

ING

FAC

E][3

.57M

]

D233

D539

D233

D539

D266

W/D CL.

CL.

D266

CL.

D266

D266

D266

D301

W/DD539

D266

CL.CL. D539

CL.

D266 W/D

D540

D539

D266

CL.

CL.

D266 W/D

D540

D539

D266

CL.

CL.

D266 W/D

D540

D539

D266

CL.

CL.

D266 W/D

D540

D539

D266

CL.

D233

D539

D233

D539

D266

W/D CL.

CL.

D266

CL.

D266

D266

CL.

D266 W/D

D540

D539

D266

CL.

CL.

D266

CL.

D266

CL.

D266

D233

D540

D233

D233D539D539CL.

W412

W411

W410

W406W404 W405

UNIT 401

UNIT 405 UNIT 406

UNIT 407

UNIT 409UNIT 410UNIT 411

UNIT 412

UP

16R

@7"

D401

W409

W407

W408

D416

W403

W402

W419

W420

W418

D05

D05

W415

D05

W414

D05 D05

ELEVATOR44.08 sq ft

D402

D408D407D406D405D404D403

D409

D05 D05 D05 D05 D05 D05


B1695.1 sq ft

W417 W416

F.E.L. 132.85' (40.50M)

D415 D414 D413 D412 D411

W413

W401D410














UNIT 408

C2537.74 sq ft

B4733.81 sq ft

BED 195.99 sq ft

BED 2118.16 sq ft

BED 1115.14 sq ft

BED 2107.02 sq ft

BED 2107.02 sq ft

A3331.55 sq ft

B2763.2 sq ft

B3744.07 sq ft

B1773.87 sq ft


BED 2110.18 sq ft


BED 296.53 sq ft


B2763.2 sq ft


A3331.55 sq ft

A3331.55 sq ft

A3331.55 sq ft

A3331.55 sq ft

A3331.55 sq ft

P.L. 24.70' (7.53M)P.L. 123.68' (37.70M)

P.L.

100

.00'

(30.

48M

)

P.L. 144.65' (44.09M)

P.L.

44.

88' (

13.6

8M)

P.L.

43.

07' (

13.1

3M)

S.R.

W.

S.R.W.

1A4.01

1A4.01

Fourth Floor PlanScale: 3/16" = 1'-0"1

LINE OF S.R.W.


LINE OF S.R.W.

122'-7 3/4"[37.38M]

3'-11"[1.19M]

109'-2 1/2"[33.29M]

68'-5

"[2

0.85

M]

14'-3

1/2

"[4

.35M

]8'

-10"

[2.6

9M]

6'-6

"[1

.98M

]

119'-8"[36.47M]

5'-0 1/2"[1.53M]

22'-7"[6.88M]

12'-0"[3.66M]

13'-11"[4.24M]

12'-0"[3.66M]

13'-11"[4.24M]

68'-5

1/2

"[2

0.87

M]

45'-5

1/2

"[1

3.86

M]

23'-0

"[7

.01M

]

9'-6 1/4"[2.9M]

9'-0

"[2

.74M

]18

'-10"

[5.7

4M]

11'-0

"[3

.355

]

26'-2"[7.98M]

14'-0"[4.27M]

8



TOTAL 19 15 16




SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A2.05

As Noted217.29

AP

NR

2019.01.31

Sheet Title

Project Title

5th Floor Plan

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

019.

01.3

0 13

01 H

illsid

e.vw

x

CL.

D266

D266

D233

D233

D233

D540 D540

CL.

D266

D266CL.

W/D

W/D

W/D

D266

D233D540

D233

CL.

D266

D266

W/D

CL.

D539 D539

CL.

D539

D301

D266

CL.

W/D

CL.

D266

D301

D266

D53

9

W/D

D539D266

D266

D233

D26

6

D301

CL.

D266

W/D

D539 D540

CL.D539

D266

D301

CL.

D266

W/D

D539 D540

CL.D539

D266

C5749.99 sq ft

HALLWAY542.67 sq ft

UP

16R

@7"

16'-0

" [TO

BU

ILD

ING

FA

CE

] [4

.86M

]

8'-6"

[2.59M]

11'-0"[3.36M]


[3.36M]


[3.4M]

10'-7 1/2"[3.24](S.R.W.)

11'-9

" [TO

BU

ILD

ING

FA

CE

][3

.57M

]

W506

W505

W504W502

D05

UNIT 501

UNIT 505UNIT 506

UNIT 507

UP

16R

@7"

D501

W10

3

D05

D05

W501

W512

W511

ELEVATOR44.08 sq ft

D510 D509 D508

D505D504D503

D506

D502

D05 D05 D05 D05 D05

W503


UNIT 502 UNIT 503

UNIT 504

C6600.7 sq ft

B51017.62 sq ft

F.E.L. 142.18' (43.33M)

C4476.89 sq ft

D507

A4691.31 sq ft



W510

D05

W509

D05

W508

D05D05


PRIVATE DECK352.76 sq ft PRIVATE DECK

111.85 sq ft

W507




1 BED150.6 sq ft

1 BED78.1 sq ft

DEN78.77 sq ft

BED 1139.52 sq ftBED 2

106.25 sq ft MASTER BEDROOM187.73 sq ft

BED 1122.58 sq ft

C3587.33 sq ft




1 BED150.6 sq ft

C3587.33 sq ft

1 BED124.72 sq ft

P.L. 24.70' (7.53M)P.L. 123.68' (37.70M)

P.L.

100

.00'

(30.

48M

)

P.L. 144.65' (44.09M)

P.L.

44.

88' (

13.6

8M)

P.L.

43.

07' (

13.1

3M)

S.R.

W.

S.R.W.

1A4.01

1A4.01

Fifth Floor PlanScale: 3/16" = 1'-0"1

LINE OF S.R.W.


LINE OF S.R.W.

118'-8"[36.17M]

3'-11"[1.19M]

105'-2 1/2"[32.07M]

60'-4

1/2

"[1

8.4M

]

14'-3

1/2

"[4

.35M

]8'

-10"

[2.6

9M]

6'-6

"[1

.98M

]

107'-6 1/2"[32.78M]

3'-8"[1.12M]

20'-7"[6.27M]

12'-0"[3.66M]

13'-11"[4.24M]

12'-0"[3.66M]

13'-11"[4.24M]

12'-0"[3.66M]

60'-4

1/2

"[1

8.4M

]

17'-6

"[5

.33M

]33

'-7 1

/2"

[10.

25M

]

9'-6 1/4"[2.9M]

9'-1

1"[3

.02M

]20

'-9"

[6.3

2M]

19'-5"[5.92M]

9'-3

"[2

.82

M]

9



TOTAL 19 15 16



D301

CL.

D266

W/D

D539 D540

CL.D539

D266

D301

CL.

D266

W/D

D539 D540

CL.D539

D266

CL.

D266

D266

D233

D233

D233

D540 D540

CL.

D266

D266CL.

W/D

W/D

W/D

D266

D233D540

D233

CL.

D266

D266

W/D

CL.

D539 D539

CL.

D539

D301

D266

CL.

W/D

CL.

D266

D301

D266

D53

9

W/D

D539D266

D266

D233

D26

6

HALLWAY542.67 sq ft

DN

16R

@7"

16'-0

" [TO

BU

ILD

ING

FA

CE

] [4

.86M

]

8'-6"

[2.59M]

11'-0"[3.36M]


[3.36M]


[3.4M]

10'-7 1/2"[3.24](S.R.W.)

11'-9

" [TO

BU

ILD

ING

FA

CE

][3

.57M

]

W609

W608

W606W603 W604

UNIT 601

UNIT 605

UNIT 606

UNIT 607

DN

16R

@7"

D601

W607

D05

W602

W601

W615

W614

ELEVATOR44.08 sq ft

D610 D609 D608

D605D604D603

D606

D602

D05 D05 D05 D05 D05

W605

UNIT 602 UNIT 603

UNIT 604

F.E.L. 151.51' (46.18M)

D607


W613

D05

W612

D05

W611

D05D05

W610









C5749.99 sq ft

C6600.7 sq ft

B51017.62 sq ft

C4476.89 sq ft

A4691.31 sq ft

1 BED150.6 sq ft

1 BED78.1 sq ft

C3587.33 sq ft

1 BED150.6 sq ft

C3587.33 sq ft

1 BED124.72 sq ft



DEN78.77 sq ft

BED 1122.58 sq ft



P.L. 24.70' (7.53M)P.L. 123.68' (37.70M)

P.L.

100

.00'

(30.

48M

)

P.L. 144.65' (44.09M)

P.L.

44.

88' (

13.6

8M)

P.L.

43.

07' (

13.1

3M)

S.R.

W.

S.R.W.

1A4.01

1A4.01

Sixth Floor PlanScale: 3/16" = 1'-0"1

LINE OF S.R.W.


LINE OF S.R.W.

118'-8"[36.17M]

7'-10 3/4"[2.41M]

105'-2 1/2"[32.07M]

60'-4

1/2

"[1

8.4M

]

10'-3

"[3

.13M

]8'

-10"

[2.6

9M]

10'-6

1/4

"[3

.21M

]

107'-6 1/2"[32.78M]

3'-8"[1.12M]

20'-7"[6.27M]

12'-0"[3.66M]

13'-11"[4.24M]

12'-0"[3.66M]

13'-11"[4.24M]

12'-0"[3.66M]

60'-4

1/2

"[1

8.4M

]

17'-6

"[5

.33M

]33

'-7 1

/2"

[10.

25M

]

5'-6 1/4"[1.69M]

9'-1

1"[3

.02M

]20

'-9"

[6.3

2M]

19'-5"[5.92M]

9'-3

"[2

.82

M]


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A2.06

As Noted217.29

AP

NR

2019.01.31

Sheet Title

Project Title

6th Floor Plan

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

019.

01.3

0 13

01 H

illsid

e.vw

x

10

D301

CL.

D266

W/D

D539 D540

CL.D539

D266

D301

CL.

D266

W/D

D539 D540

CL.D539

D266

CL.

D266

D266

D233

D233

D233

D540 D540

CL.

D266

D266CL.

W/D

W/D

W/D

D266

D233D540

D233

CL.

D266

D266

W/D

CL.

D539 D539

CL.

D539

D301

D266

CL.

W/D

CL.

D266

D301

D266

D53

9

W/D

D539D266

D266

D233

D26

6

HALLWAY542.67 sq ft

DN

16R

@7"

W609

W608

W606W603 W604

UNIT 601

UNIT 605

UNIT 606

UNIT 607

DN

16R

@7"

D601

W607

D05

W602

W601

W615

W614

ELEVATOR44.08 sq ft

D610 D609 D608

D605D604D603

D606

D602

D05 D05 D05 D05 D05

W605

UNIT 602 UNIT 603

UNIT 604

F.E.L. 151.51' (46.18M)

D607


W613

D05

W612

D05

W611

D05D05

W610









C5749.99 sq ft

C6600.7 sq ft

B51017.62 sq ft

C4476.89 sq ft

A4691.31 sq ft

1 BED150.6 sq ft

1 BED78.1 sq ft

C3587.33 sq ft

1 BED150.6 sq ft

C3587.33 sq ft

1 BED124.72 sq ft



DEN78.77 sq ft

BED 1122.58 sq ft



CL.W/D

CL.

CL.W/D

CL.

W/D

CL.

W/D

HALLWAY542.67 sq ft

DN

16R

@7"

16'-0

" [TO

BU

ILD

ING

FA

CE

] [4

.86M

]

8'-6"

[2.59M]

11'-0"[3.36M]


[3.36M]


[3.4M]

10'-7 1/2"[3.24](S.R.W.)

11'-9

" [TO

BU

ILD

ING

FA

CE

][3

.57M

]

W609

W608

W606W603 W604

UNIT 601

UNIT 605

UNIT 606

UNIT 607

DN

16R

@7"

W607

W602

W601

W615

W614

ELEVATOR44.08 sq ft

W605

UNIT 602 UNIT 603

UNIT 604

F.E.L. 151.51' (46.18M)


W613 W612 W611 W610









C5749.99 sq ft

C6600.7 sq ft

B51017.62 sq ft

C4476.89 sq ft

A4691.31 sq ft

1 BED150.6 sq ft

1 BED78.1 sq ft

C3587.33 sq ft

1 BED150.6 sq ft

C3587.33 sq ft

1 BED124.72 sq ft



DEN78.77 sq ft

BED 1122.58 sq ft



P.L. 24.70' (7.53M)P.L. 123.68' (37.70M)

P.L.

100

.00'

(30.

48M

)

P.L. 144.65' (44.09M)

P.L.

44.

88' (

13.6

8M)

P.L.

43.

07' (

13.1

3M)

S.R.

W.

S.R.W.

1A4.01

1A4.01

Roof PlanScale: 3/16" = 1'-0"1

SLO

PE M

IN 2

%

SLO

PE M

IN 2

%

SLOPE MIN 2%

SLOPE MIN 2%SLOPE MIN 2%

SLO

PE M

IN 2

%SL

OPE

MIN

2%

SLOPE MIN 2%

ROOF DRAIN

ROOF DRAIN

ELEVATORMECHANICALOVERRUN

T.O. P

ARAPET

166.5

1' (50

.75 M

)

T.O. E

LEVATOR

167.8

4' (51

.16 M

)

SLOPE MIN 2%

118'-8"[36.17M]

3'-11"[1.19M]

105'-2 1/2"[32.07M]

60'-4

1/2

"[1

8.4M

]

14'-3

1/2

"[4

.35M

]8'

-10"

[2.6

9M]

6'-6

"[1

.98M

]

107'-6 1/2"[32.78M]

3'-8"[1.12M]

20'-7"[6.27M]

12'-0"[3.66M]

13'-11"[4.24M]

12'-0"[3.66M]

13'-11"[4.24M]

12'-0"[3.66M]

60'-4

1/2

"[1

8.4M

]

17'-6

"[5

.33M

]33

'-7 1

/2"

[10.

25M

]

9'-6 1/4"[2.9M]

9'-1

1"[3

.02M

]20

'-9"

[6.3

2M]

19'-5"[5.92M]

9'-3

"[2

.82

M]

T.O. P

ARAPET

161.8

4' (49

.33 M

)

T.O. ROOF SLOPE

161.61' (49.26 M)

T.O. ROOF SLOPE

164.51' (50.14 M)

T.O. PARAPET

161.84' (49.33 M)

T.O. R

OOF SLOPE

160.8

4' (49

.03 M

)

T.O. ROOF SLOPE

164.24' (50.06 M)

T.O. ROOF SLOPE

160.84' (49.03M)

T.O. ROOF SLOPE

164.51' (50.14 M)

T.O. P

ARAPET

166.5

1' (50

.75 M

)

T.O. R

OOF SLOPE

164.2

4' (50

.06 M

)

T.O. ROOF SLOPE

164.51' (50.14 M)

T.O. P

ARAPET

161.8

4' (49

.33 M

)

T.O. P

ARAPET

161.8

4' (49

.33 M

)

T.O. P

ARAPET

166.5

1' (50

.75 M

) T.O. ROOF SLOPE

164.51' (50.14 M)T.O. ROOF SLOPE

164.24' (50.06 M)

T.O. P

ARAPET

161.8

4' (49

.33 M

)

T.O. ROOF SLOPE

160.84' (49.03M)

T.O. ROOF SLOPE

161.61' (49.26 M)

T.O. ROOF SLOPE

161.61' (49.26 M)


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A2.07

As Noted217.29

AP

NR

2019.01.31

Sheet Title

Project Title

Roof Plan

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

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01.3

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11

North Elevation Scale: 3/16" = 1'-0"1

E.G103.6

4' (31

.59M)

133'-5" [BUIDLING WIDTH][36.9M]

EAST PROPERTY LINE

WEST PROPERTY LINE

LINE OF SRW

10'-7 1/2"[3.24]

AAAAA

A

A

A

A

A

A

B

B

B

C

C C C

DD D

D

D

D

D

D

D D D

D D D D D D D D DD

D

D D D D

D

D

D

D

F F F F

F

E

G

G G

T.O.P.

166.51' (50.75M)

6TH LVL151.51' (46.18M)

5TH LVL142.18' (43.34M)

4TH LVL132.85' (40.50M)

3RD LVL123.52' (37.65M)

2ND LVL114.19' (34.81M)

ROOF LVL.164.51' (50.14 M)

9'-4

"[2

.84M

]9'

-4"

[2.8

4M]

9'-4

"[2

.84M

]9'

-4"

[2.8

4M]

9'-4

"[2

.84M

]13

'-0"

[3.9

6M]

T.O.P.166.51' (50.75 M)

AVG GRADE107.36' (32.72M)

2'-0

"[0

.60M

]

57'-2

"[1

7.42

M]

BU

ILD

ING

HE

IGH

T

MAIN LVL104.86' (31.96 M)

2'-6

"[0

.76M

]

E.G104.1

0' (31

.73M)

E.G103.7

7' (31

.63M)

E.G103.5

8' (31

.57M)

E.G103.3

5' (31

.5M)

F FF F F

BD

D

B D

B

D

E D

G

DC

E

G

E DC D

D

DC

C

DC

DC

E

E

D

D

DE

D D

B

D D

D D

D DBE DDCDC

G

E

E

E

E

C

C

C

C E

E

E

ED

T.O. ELEVATOR

167.84' (51.16 M)

T.O.P.

161.84' (49.33M)

T.O.P.

166.51' (50.75M)


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A3.01

As Noted217.29

JM

NR

2019.01.31

Sheet Title

Project Title

Building Elevations

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

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01.3

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x

EXTERIOR FINISH SCHEDULE

A BRICK CLADDING C/W PROPRIETARY RAINSCREEN SYSTEM

B FIBRECEMENT CLADDING- GREY FINISH C/W PROPRIETARY RAINSCREEN SYSTEM

C METAL CLADDING-WOOD FINISH C/W PROPRIETARY RAINSCREEN SYSTEM

D VINYL FRAME GLAZING

E METAL CLADDING - WHITE FINISH C/W PROPRIETARY RAINSCREEN SYSTEM

F CURTAIN WALL GLAZING

G GLASS GUARDS

H PILASTER- STUCCO CLADDING

I WOOD FASCIA

J BRICK CORNICE

K METAL O/H GARAGE DOOR

L SLIDING GLASS DOOR

M 3' SWING GLASS DOOR

12

South Elevation Scale: 3/16" = 1'-0"1

133'-5" [BUILDING WIDTH][36.9M]

EAST PROPERTY LINE

WEST PROPERTY LINE LINE OF SRW

10'-7 1/2"[3.24]

T.O.P.

166.51' (50.75M)

A

AA A

A

B

B

B

BC

C

C C

D DDD

D

D

DDD

D

D

DD

D DD D

E

C C C

E

E

E

G

GG G

D

D

D

D

D

D

D

E.G

115.19' (35.11M)

E.G

108.69' (33.13M)

E.G

115.12' (35.09M)

E.G

107.25' (32.69M)

E.G

112.00' (34.14M)

E.G

105.25' (32.08M)

D

D D

DD

DD

D

D

D

A

AD

D DD

D D D D D

D

B

G

C

D

E

E

E

D

G

G

E

E

C

G

C

E

E

G

G

G

C

C

D

A

6TH LVL151.51' (46.18M)

5TH LVL142.18' (43.34M)

4TH LVL132.85' (40.50M)

3RD LVL123.52' (37.65M)

2ND LVL114.19' (34.81M)

ROOF LVL.164.51' (50.14 M)

9'-4

"[2

.84M

]9'

-4"

[2.8

4M]

9'-4

"[2

.84M

]9'

-4"

[2.8

4M]

9'-4

"[2

.84M

]13

'-0"

[3.9

6M]

T.O.P.166.51' (50.75 M)

AVG GRADE107.36' (32.72M)

2'-0

"[0

.60M

]

57'-2

"[1

7.42

M]

BU

ILD

ING

HE

IGH

T

MAIN LVL104.86' (31.96 M)

2'-6

"[0

.76M

]

G

G

C

C

E

E

G

G

E


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A3.02

As Noted217.29

JM

NR

2019.01.31

Sheet Title

Project Title

Building Elevations

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

019.

01.3

0 13

01 H

illsid

e.vw

x








G GLASS GUARDS


I WOOD FASCIA

J BRICK CORNICE




13

East Elevation Scale: 3/16" = 1'-0"1

HILLSIDE AV.

SOUTH PROPERTY LINE

11'-8 1/2"[3.57 M]

NORTH PROPERTY LINELINE OF SRW

A

A

B

B

D

D

E

E

82'-4 1/2" [BUILDING DEPTH][25.11 M]

D D

6TH LVL151.51' (46.18M)

5TH LVL142.18' (43.34M)

4TH LVL132.85' (40.50M)

3RD LVL123.52' (37.65M)

2ND LVL114.19' (34.81M)

ROOF LVL.164.51' (50.14 M)

9'-4

"[2

.84M

]9'

-4"

[2.8

4M]

9'-4

"[2

.84M

]9'

-4"

[2.8

4M]

9'-4

"[2

.84M

]13

'-0"

[3.9

6M]

T.O.P.166.51' (50.75 M)

AVG GRADE107.36' (32.72M)

2'-0

"[0

.60M

]

57'-2

"[1

7.42

M]

BU

ILD

ING

HE

IGH

T

MAIN LVL104.86' (31.96 M)

2'-6

"[0

.76M

]

E.G

115.129' (35.09M)

E.G

110.33' (33.63M)

E.G

114.3' (34.84M) E.G

113.19' (34.50M)

E.G

105.05M' (32.02M)

E.G

107.97' (32.91M)

E.G

108.14' (32.96M)

E.G

105.05M' (31.96M)

BUS SHELTER

D

E

E

D

B

B

D

B

D

E

E

E

E

T.O.P.

166.51' (50.75M)

D

B

D

D

B

D

B

D

D

D

D

DD

D D

D D

C

C

C

C

C

D

B

G

GG

G


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A3.03

As Noted217.29

JM

NR

2019.01.31

Sheet Title

Project Title

Building Elevations

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

019.

01.3

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G GLASS GUARDS


I WOOD FASCIA

J BRICK CORNICE




14

HILLSIDE AV.

West Elevation Scale: 3/16" = 1'-0"1

A A

B

B

D

D

DD

D D

D D

DD

DD

DD

DD D

F

G

NORTH PROPERTY LINE

11' 8 1/4"3.57]

T.O.P.

166.51' (50.75M)

82' 4 1/2" [BUILDING WIDTH]25.11 M]

SOUTH PROPERTY LINELINE OF SRW

E.G

105.18' (32.06M)E.G

102.89' (31.36M)

E.G

103.64' (31.59M)

6TH LVL151.51' (46.18M)

5TH LVL142.18' (43.34M)

4TH LVL132.85' (40.50M)

3RD LVL123.52' (37.65M)

2ND LVL114.19' (34.81M)

ROOF LVL.164.51' (50.14 M)

9'-4

"[2

.84M

]9'

-4"

[2.8

4M]

9'-4

"[2

.84M

]9'

-4"

[2.8

4M]

9'-4

"[2

.84M

]13

'-0"

[3.9

6M]

T.O.P.166.51' (50.75 M)

AVG GRADE107.36' (32.72M)

2'-0

"[0

.60M

]

57'-2

"[1

7.42

M]

BU

ILD

ING

HE

IGH

T

MAIN LVL104.86' (31.96 M)

2'-6

"[0

.76M

]

D

E.G

104.36' (31.81M)

E.G

104.88' (31.92M)

F

AA

D

D

D D

D

B

B

BC

E

E C

E

E

C

C E

E

E

E

D

D

D

B

B

B

D

E

E

E

E

C

D

C

E

D D D

G

G

G

G

G

G

T.O. ELEVATOR

167.84' (51.16M)T.O.P.

166.51' (50.75M)


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A3.04

As Noted217.29

JM

NR

2019.01.31

Sheet Title

Project Title

Building Elevations

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

019.

01.3

0 13

01 H

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e.vw

x








G GLASS GUARDS


I WOOD FASCIA

J BRICK CORNICE




15


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A4.01

As Noted217.29

AP

NR

2019.01.31

Sheet Title

Project Title

Building Sections

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

019.

01.3

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E.G. 1

04.86

'

32.96

MPARKING GARAGE

T.O.F.

S. 104

.86'

31.96

M

PUBLICHALLWAY

EXITCOR'DOR

ELEVATORSHAFT

EAST PROPERTYLINE

SECTION VIEW (FROM SOUTH)Scale: 3/16" = 1'-0"1

WEST PROPERTY LINE

BATHROOM

BATHROOM

BATHROOM BATHROOM

BATHROOM BATHROOM

BATHROOM BATHROOM BATHROOM

BATHROOM

LINE OF SRW

E.G. 1

04.33

'

31.82

M

GUARDRAIL@ 3’6” A.F.F.

DECK

GUARDRAIL@ 3’6” A.F.F.

6TH LVL151.51' (46.18M)

5TH LVL142.18' (43.34M)

4TH LVL132.85' (40.50M)

3RD LVL123.52' (37.65M)

2ND LVL114.19' (34.81M)

ROOF LVL.164.51' (50.14 M)

9'-4

"[2

.84M

]9'

-4"

[2.8

4M]

9'-4

"[2

.84M

]9'

-4"

[2.8

4M]

9'-4

"[2

.84M

]13

'-0"

[3.9

6M]

T.O.P.166.51' (50.75 M)

AVG GRADE107.36' (32.72M)

2'-0

"[0

.60M

]

57'-2

"[1

7.42

M]

BU

ILD

ING

HE

IGH

T

MAIN LVL104.86' (31.96 M)

2'-6

"[0

.76M

]

8'-4

"[2

.54M

]

11'-9 1/4"[3.59M]

4'-11 1/4"[1.51M]

16'-8 1/2"[5.09M]

4'-11 1/4"[1.51M]

16'-8 1/2"[5.09M]

11'-9 1/4"[3.59M]

109'-7 1/4"[33.41M]

15'-9"[4.8M]

125'-4 1/4"[38.21M]

142'-0 3/4"[43.3M]

8'-4

"[2

.54M

]8'

-4"

[2.5

4M]

8'-4

"[2

.54M

]

8'-4

"[2

.54M

]8'

-4"

[2.5

4M]

UNIT 201 UNIT 202 UNIT 204 UNIT 205 UNIT 207

UNIT 302 UNIT 303 UNIT 304 UNIT 305 UNIT 306

UNIT 501 UNIT 502 UNIT 503 UNIT 504

UNIT 602 UNIT 603

ELECTRICALCLOSET

F.G. 1

04.86

'

31.96

M

T.O. E

LEVATOR

167.8

4' (51

.16 M

)

T.O. P

ARAPET

161.8

4' (49

.33 M

)

T.O. P

ARAPET

120.9

8' 36

.61 M

ELEVATOR OVERRUN

ROOF DRAIN

T.O. ROOF SLOPE

161.61' (49.26 M)T.O. R

OOF SLOPE

161.6

1' (49

.26 M

)

1'-0

"[0

.305

M]

BATHROOM BATHROOMUNIT 203 BATHROOM BATHROOM BATHROOM UNIT 206

ELEVATORSHAFT

ELEVATORSHAFT

PUBLICHALLWAY

UNIT 301 BATHROOM BATHROOM BATHROOM BATHROOM UNIT 307 ELECTRICALCLOSET

PUBLICHALLWAY

UNIT 401 UNIT 402 BATHROOM UNIT 403 BATHROOM UNIT 404 BATHROOM UNIT 405 BATHROOM UNIT 406 UNIT 407 ELECTRICALCLOSET

PUBLICHALLWAY

BATHROOM ELECTRICALCLOSET

PUBLICHALLWAY

UNIT 601 BATHROOM ELECTRICALCLOSETUNIT 604BATHROOM

T.O. ROOF SLOPE

160.84' (49.03M)T.O

. ROOF SLO

PE

160.8

4' (49

.03M)

16

NW Corner - AerialNTS1

NW Corner - Street LevelNTS2

SW Corner - AerialNTS3

NE - AerialNTS4


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A7.01

As Noted217.29

JM

NR

2019.01.31

Sheet Title

Project Title

Perspectives

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

019.

01.3

0 13

01 H

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e.vw

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17


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A8.01

As Noted217.29

AS

NR

2019.01.31

Sheet Title

Project Title

Window Schedule

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

nam

e: 2

019.

01.3

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WINDOW SCHEDULEWINDOW SPEC. Size Window Data

QU

AN

TITY

WIN

DO

W N

O.

WIN

DO

W ID

.

O.A

. WID

TH

O.A

. Hei

ght

Mfr Model No. Accessories Notes1 W 101 4'0" 4'0" - - -1 W 102 3'0" 7'6"1 W 103 4'0" 4'0" - - -1 W 103 5'0" 7'6"1 W 104 4'0" 4'0" - - -1 W 105 4'0" 4'0" - - -1 W 106 4'0" 4'0" - - -1 W 107 4'0" 4'0" - - -1 W 108 8'8" 7'6"1 W 109 8'8" 7'6"1 W 110 3'0" 7'6"1 W 201 3'0" 7'6"1 W 202 3'0" 7'6"1 W 203 3'0" 7'6"1 W 204 5'0" 7'6"1 W 205 5'0" 7'6"1 W 206 3'0" 7'6"1 W 207 3'0" 7'6"1 W 208 3'0" 7'6"1 W 208 5'0" 7'6"1 W 209 5'0" 7'6"1 W 210 3'0" 7'6"1 W 211 5'0" 7'6"1 W 212 3'0" 7'6"1 W 213 5'0" 7'6"1 W 214 3'0" 7'6"1 W 215 5'0" 7'6"1 W 216 3'0" 7'6"1 W 217 5'0" 7'6"1 W 218 5'0" 7'6"1 W 219 3'0" 7'6"1 W 220 5'0" 7'6"1 W 221 5'0" 7'6"1 W 222 8'8" 7'6"1 W 223 8'8" 7'6"1 W 224 8'8" 7'6"1 W 225 8'8" 7'6"1 W 226 8'8" 7'6"1 W 227 5'0" 7'6"1 W 228 3'0" 7'6"1 W 229 8'8" 7'6"1 W 301 3'0" 7'6"1 W 302 5'0" 7'6"1 W 303 3'0" 7'6"1 W 304 5'0" 7'6"1 W 305 3'0" 7'6"1 W 306 8'8" 7'6"1 W 307 5'0" 7'6"1 W 308 5'0" 7'6"1 W 309 3'0" 7'6"1 W 310 5'0" 7'6"1 W 311 8'8" 7'6"1 W 312 8'8" 7'6"1 W 313 8'8" 7'6"1 W 314 8'8" 7'6"1 W 315 8'8" 7'6"1 W 316 5'0" 7'6"1 W 317 3'0" 7'6"1 W 318 8'8" 7'6"1 W 319 3'0" 7'6"1 W 401 3'0" 7'6"1 W 402 5'0" 7'6"1 W 403 3'0" 7'6"1 W 404 5'0" 7'6"1 W 405 3'0" 7'6"1 W 406 8'8" 7'6"1 W 407 5'0" 7'6"1 W 408 5'0" 7'6"1 W 409 5'0" 7'6"1 W 410 3'0" 7'6"1 W 411 5'0" 7'6"1 W 412 8'8" 7'6"1 W 413 8'8" 7'6"1 W 414 8'8" 7'6"1 W 415 8'8" 7'6"1 W 416 8'8" 7'6"1 W 417 5'0" 7'6"1 W 418 3'0" 7'6"1 W 419 8'8" 7'6"1 W 420 3'0" 7'6"1 W 501 3'0" 7'6"1 W 502 3'0" 7'6"1 W 503 5'0" 7'6"1 W 504 5'0" 7'6"1 W 505 3'0" 7'6"1 W 506 3'0" 7'6"1 W 507 8'8" 7'6"1 W 508 8'8" 7'6"1 W 509 8'8" 7'6"1 W 510 8'8" 7'6"1 W 511 5'0" 7'6"1 W 512 3'0" 7'6"1 W 601 3'0" 7'6"1 W 602 5'0" 7'6"1 W 603 5'0" 7'6"1 W 604 3'0" 7'6"1 W 605 5'0" 7'6"1 W 606 5'0" 7'6"1 W 607 5'0" 7'6"1 W 608 3'0" 7'6"1 W 609 3'0" 7'6"1 W 610 8'8" 7'6"1 W 611 8'8" 7'6"1 W 612 8'8" 7'6"1 W 613 8'8" 7'6"1 W 614 5'0" 7'6"1 W 615 3'0" 7'6"

D 607 3 7 0 Swing Simple 0 1D 05 6 8 0 Slider - 0 1 -D 05 6 8 0 Slider - 0 1 -D 05 6 8 0 Slider - 0 1 -D 05 6 8 0 Slider - 0 1 -

18


SHA




Sheet No.

ScaleProject ID

Drawn By

Reviewed By

Plot Date

A8.02

As Noted217.29

AS

NR

2019.01.31

Sheet Title

Project Title

Door Schedule

1301 Hillside Ave.

Consultant



Seal

Architect

Issues

Designed By

Checked By

Issue/Revision

Issue Date

NR

NR

File

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01.3

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DOOR SCHEDULEDOOR SPEC. NOMINAL SIZE DOOR STYLE DOOR FRAME HARDWARE DESCRIPTION

QU

AN

TITY

Door Name DO

OR

NO

.

DO

OR

NO

.

DO

OR

TYP

E

LEA

F W

IDTH

LEA

F H

EIG

HT

THIC

KN

ESS

Door Operation Slab Style JAMB THICK JAMB DEPTH Accessories Notes195 0 195 195 0 744 1380 25 195 50 22 134 0 501 D 114 3 7 0 Swing Simple 0 01 D 114 3 7 0 Swing Simple 0 01 D 114 3 7 0 Swing Simple 0 01 D 105 3 8 0 Swing Simple 0 11 D 106 3 8 0 Swing Simple 0 11 D 107 3 7 0 Swing Simple 0 11 D 114 3 7 0 Swing Simple 0 11 D 101 6 8 0 Swing Bi-part 0 11 D 113 3 7 0 Swing Simple 0 11 D 115 3 7 0 Swing Simple 0 11 D 109 20 7 0 Overhead 0 11 D 102 3 7 0 Swing Simple 0 11 D 103 3 7 0 Swing Simple 0 11 D 104 3 7 0 Swing Simple 0 11 D 539 3 7 0 Swing Bi-part 0 11 D 539 3 7 0 Swing Bi-part 0 11 D 539 3 7 0 Swing Bi-part 0 11 D 107 3 8 0 Swing Simple 0 11 D 109 3 8 0 Swing Simple 0 11 D 108 3 8 0 Swing Simple 0 11 D 110 6 7 0 Swing Bi-part 0 11 D 111 3 8 0 Swing Simple 0 11 D 112 3 7 0 Swing Simple 0 11 D 107 3 8 0 Swing Simple 0 01 D 107 3 8 0 Swing Simple 0 01 D 107 3 8 0 Swing Simple 0 01 D 115 3 7 0 Swing Simple 0 11 D 115 3 7 0 Swing Simple 0 11 D 115 3 7 0 Swing Simple 0 11 D 115 3 7 0 Swing Simple 0 11 D 115 3 7 0 Swing Simple 0 11 D 106 3 7 0 Swing Simple 0 11 D 115 3 7 0 Swing Simple 0 11 D 219 3 7 0 Swing Simple 0 01 D 218 3 7 0 Swing Simple 0 01 D 214 3 7 0 Swing Simple 0 11 D 216 3 7 0 Pocket Simple 0 01 D 215 4 7 0 Slider 0 01 D 217 3 7 0 Swing Bi-part 0 01 D 220 4 7 0 Slider 0 01 D 264 3 7 0 Swing Simple 0 01 D 267 3 7 0 Swing Simple 0 01 D 266 3 7 0 Pocket Simple 0 01 D 260 3 7 0 Swing Simple 0 01 D 265 4 7 0 Slider 0 01 D 268 4 7 0 Slider 0 01 D 263 4 7 0 Slider 0 01 D 262 3 7 0 Swing Bi-part 0 01 D 261 3 7 0 Pocket Simple 0 01 D 202 3 7 0 Swing Simple 0 11 D 204 3 7 0 Swing Simple 0 11 D 208 3 7 0 Swing Simple 0 11 D 205 3 7 0 Swing Simple 0 11 D 203 3 7 0 Swing Simple 0 11 D 206 3 7 0 Swing Simple 0 11 D 207 3 7 0 Swing Simple 0 11 D 209 3 7 0 Swing Simple 0 11 D 213 3 7 0 Swing Simple 0 11 D 214 3 7 0 Swing Simple 0 11 D 215 3 7 0 Swing Simple 0 11 D 216 3 7 0 Swing Simple 0 11 D 212 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 201 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 221 3 7 0 Swing Simple 0 11 D 210 3 7 0 Swing Simple 0 11 D 211 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 222 3 7 0 Swing Simple 0 11 D 217 3 7 0 Swing Simple 0 11 D 218 3 7 0 Swing Simple 0 11 D 219 3 7 0 Swing Simple 0 11 D 220 3 7 0 Swing Simple 0 11 D 305 3 7 0 Swing Bi-part 0 01 D 303 4 7 0 Slider 0 01 D 302 3 7 0 Swing Simple 0 11 D 304 3 7 0 Pocket Simple 0 01 D 366 3 7 0 Swing Simple 0 01 D 369 3 7 0 Swing Simple 0 01 D 367 3 7 0 Pocket Simple 0 01 D 368 4 7 0 Slider 0 01 D 370 4 7 0 Slider 0 01 D 365 4 7 0 Slider 0 01 D 364 3 7 0 Swing Bi-part 0 01 D 361 3 7 0 Pocket Simple 0 01 D 362 3 7 0 Swing Simple 0 01 D 334 4 7 0 Slider 0 01 D 328 3 7 0 Swing Simple 0 01 D 332 3 7 0 Swing Simple 0 01 D 333 3 7 0 Pocket Simple 0 01 D 329 3 7 0 Swing Bi-part 0 01 D 331 4 7 0 Slider 0 01 D 330 3 7 0 Pocket Simple 0 01 D 336 3 7 0 Swing Simple 0 01 D 337 4 7 0 Slider 0 01 D 301 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 315 3 7 0 Swing Simple 0 11 D 314 3 7 0 Swing Simple 0 11 D 313 3 7 0 Swing Simple 0 11 D 312 3 7 0 Swing Simple 0 11 D 311 3 7 0 Swing Simple 0 11 D 302 3 7 0 Swing Simple 0 11 D 308 3 7 0 Swing Simple 0 11 D 307 3 7 0 Swing Simple 0 11 D 306 3 7 0 Swing Simple 0 11 D 305 3 7 0 Swing Simple 0 11 D 304 3 7 0 Swing Simple 0 11 D 303 3 7 0 Swing Simple 0 11 D 309 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 301 3 7 0 Swing Simple 0 11 D 310 3 7 0 Swing Simple 0 11 D 401 3 7 0 Swing Simple 0 11 D 416 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 402 3 7 0 Swing Simple 0 11 D 408 3 7 0 Swing Simple 0 11 D 407 3 7 0 Swing Simple 0 11 D 406 3 7 0 Swing Simple 0 11 D 405 3 7 0 Swing Simple 0 11 D 404 3 7 0 Swing Simple 0 11 D 403 3 7 0 Swing Simple 0 11 D 409 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 415 3 7 0 Swing Simple 0 11 D 414 3 7 0 Swing Simple 0 11 D 413 3 7 0 Swing Simple 0 11 D 412 3 7 0 Swing Simple 0 11 D 411 3 7 0 Swing Simple 0 11 D 410 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 501 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 510 3 7 0 Swing Simple 0 11 D 509 3 7 0 Swing Simple 0 11 D 508 3 7 0 Swing Simple 0 11 D 505 3 7 0 Swing Simple 0 1

1 D 411 3 7 0 Swing Simple 0 11 D 410 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 501 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 510 3 7 0 Swing Simple 0 11 D 509 3 7 0 Swing Simple 0 11 D 508 3 7 0 Swing Simple 0 11 D 505 3 7 0 Swing Simple 0 11 D 504 3 7 0 Swing Simple 0 11 D 503 3 7 0 Swing Simple 0 11 D 506 3 7 0 Swing Simple 0 11 D 502 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 507 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 601 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 610 3 7 0 Swing Simple 0 11 D 609 3 7 0 Swing Simple 0 11 D 608 3 7 0 Swing Simple 0 11 D 605 3 7 0 Swing Simple 0 11 D 604 3 7 0 Swing Simple 0 11 D 603 3 7 0 Swing Simple 0 11 D 606 3 7 0 Swing Simple 0 11 D 602 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 607 3 7 0 Swing Simple 0 11 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -1 D 05 6 8 0 Slider - 0 1 -

19

UP

16R

@7"

UP 16R@7"

UP 1

6R@

7"

W/D W/D W/D

Precast Concrete UnitPavers at Lobby Entry

Garry Oak:All Boulevard Trees to be

Confirmed by City of Victoria

Rain Garden with SmallTree and Layered

Understory Plantings

Seating and Little FreeLibrary

Bus Shelter

Rain Garden with SmallTree and Understory

Plantings

Hillside Ave

Cook

St.

Garry Oak:All Boulevard Trees to be

Confirmed by City of Victoria

Retain 2 Existing Garry Oaks

Existing Water Meter Cast in Place Concrete Wall height varies

Lawn Area

Property line

LEGEND

Ornamental Planting Area

Cast in place concrete paving

Rain garden - TOP OF POOL

Storm drain

UNDERGROUND UTILITIES

Sewer

Water

Electrical

EXISTING

Gas

PROPOSED

Rain garden - BOTTOM OF POOL

Architectural grade, provided for reference only

Rain Garden Area

LANDSCAPE MATERIALS

Proposed Landscape GradeExisting Grade

17.717.5

Gravel Mulch

Unit Paving Type 2: Abbotsford Concrete 'Texeda' Hydrapressed Slabs in Stacked Bond Pattern.

TW Top of WallBW Bottom of WallTC Top of CurbBC Bottom of CurbTP Top of PoolBP Bottom of PoolTS Top of StairsBS Bottom of Stairs

16.9

Existing Tree to be Retained

Existing Tree to be Removed

Critical Root Zone (CRZ)

Tree Tag #


Tree Tag #

Unit Paving Type 1: Abbotsford Concrete Standard Pavers in Herringbone Pattern.

53

53

Prefabricated Planter

Metal Picket Fence / Guard Rail

Decorative Cobble Mulch

0 5 10 m

ALL DRAWINGS TO BE READ IN ASSOCIATION WITH LANDSCAPE SPECIFICATIONS DOCUMENT.

Sidewalk to Meet ExistingPlacement to be

Confirmed

Turf

TurfTurf

Remove Existing Birch

6

54

3

1

6 Stalls Bike Parking

Proposed Native &Meadow Plantings.

Suspended Concrete SlabOver Rain Garden

Structural Soil BelowSidewalk

project no. 117.31

client

scale

drawn by

sheet no.

checked by

revison no.

rev no description date

Ground Floor Landscape Materials

SM/PdG

L1.01

sheet title

TB

1:100

project

NVision Properties

1301 Hillside Ave.VICTORIA, BC

1

1

2 DP Rev 01 2019.01.31

DP 2018.01.26

200 - 524 Culduthel RoadVictoria, BC V8Z 1G1

Phone: 250.412-2891Fax: 250.412-2892

NOT FOR CONSTRUCTION

DRAWING NOTES1. DO NOT SCALE DRAWING: Verify all property lines and existing

structures/vegetation to remain, prior to commencing work.2. All plan dimensions in metres and all detail dimensions in

millimetres.3. Plant quantities on Plans shall take precedence over plant list

quantities.4. Contractor to confirm location and elevation of all existing

services and utilities prior to start of construction.5. Provide layout of all work for approval by Landscape Architect

prior to proceeding with work.6. Contractor to provide irrigation system for all planters to current

IIABC Standards and Contract Specifications.7. Landscape installation to carry a 1 year warranty from date of

acceptance.8. Plant material, installation and maintenance to conform to the

current edition of the Canadian Landscape Standard.9. General Contractor and/or sub-contractors are responsible for all

costs related to production and submission to consultant of all landscape as-built information including irrigation.

10. Tree protection fencing, for existing trees, to be installed prior to commencement of all site work

1 2

3

UP

16R

@7"

D05D05

D05

UP

16R

@7"

D05

D05

HILLSIDE AVENUECO

OK

STRE

ET

34.80 TW

35.90 TW

35.90 TW

35.90 TW

35.90 TW

35.90 TW

35.90 TW

35.90 TW

35.90 TW

34.80 TW

34.80 TW

Rainwater Planter with Screening Plantings and Small Tree

0 5 10 m


Cast in Place Concrete Wall height varies

Lawn Area

Property line

LEGEND

Ornamental Planting Area

Cast in place concrete paving

Rain garden - TOP OF POOL

Storm drain

UNDERGROUND UTILITIES

Sewer

Water

Electrical

EXISTING

Gas

PROPOSED

Rain garden - BOTTOM OF POOL

Architectural grade, provided for reference only

Rain Garden Area

LANDSCAPE MATERIALS

Proposed Landscape GradeExisting Grade

17.717.5

Gravel Mulch

Unit Paving Type 2: Abbotsford Concrete 'Texeda' Hydrapressed Slabs in Stacked Bond Pattern.

TW Top of WallBW Bottom of WallTC Top of CurbBC Bottom of CurbTP Top of PoolBP Bottom of PoolTS Top of StairsBS Bottom of Stairs

16.9

Existing Tree to be Retained

Existing Tree to be Removed


Tree Tag #


Tree Tag #

Unit Paving Type 1: Abbotsford Concrete Standard Pavers in Herringbone Pattern.

53

53

Prefabricated Planter

Metal Picket Fence / Guard Rail

Decorative Cobble Mulch

Patio (typ)

Steel Stairs to Protect Existing Trees.

Metal Guardrail

Access Gate DRAWING NOTES1. DO NOT SCALE DRAWING: Verify all property lines and existing











project no. 117.31

client

scale

drawn by

sheet no.

checked by

revison no.



SM/PdG

L1.02

sheet title

TB

1:100

project

NVision Properties


1

1

2 DP Rev 01 2019.01.31

DP 2018.01.26


Phone: 250.412-2891Fax: 250.412-2892


4

UP

16R

@7"

D05D05

D05

UP

16R

@7"

D05

D05

HILLSIDE AVENUE

COO

K ST

REET

34.80 TW

35.90 TW

35.90 TW

35.90 TW

35.90 TW

35.90 TW

35.90 TW

35.90 TW

35.90 TW

34.80 TW

34.80 TW

LEGEND

RAIN GARDEN - BOTTOM OF POOL

RAIN GARDEN - TOP OF POOL

PROPERTY LINE

EXTENT OF ROOF / CANOPY LINE (INDICATIVE)

TP TOP OF POOLBP BOTTOM OF POOL

PROPOSED LANDSCAPE GRADE16.35

16.50 EXISTING GRADE (APPROXIMATE)

RAIN GARDEN / PLANTER

DIRECTION OF FLOW

ROOF DRAINS TO RAIN GARADEN / RAIN PLANTER

IMPERVIOUS AREAS

0 5 10 m


RAIN WATER MANAGEMENT NOTES

Water collected from building roofs and patios flow to the rain gardens and planters located throughout the site.

Rain gardens and planters are integrated landscapes that are designed to capture, slow flows, and treat runoff from roofs and patios.

The rain gardens and planters are sized such that the bottom of the rain garden/planter is a minimum of 5% of the impervious area (as per City of Victoria Stormwater Guidelines).

Rain gardens and planters will be designed with underdrains and a high‐capacity overflow drain that will be connected to the onsite piped drainage system.












project no. 117.31

client

scale

drawn by

sheet no.

checked by

revison no.



SM/PdG

L1.03

sheet title

TB

1:100

project

NVision Properties


1

1

2 DP Rev 01 2019.01.31

DP 2018.01.26


Phone: 250.412-2891Fax: 250.412-2892


5

UP

16R

@7"

D05D05

D05

UP

16R

@7"

D05

D05

HILLSIDE AVENUE

COO

K ST

REET

Rain GardenCarex obnupta

Schizostylis coccinea 'Oregon Sunset'Juncus 'Carmen's Grey'

Rain GardenCarex obnupta

Schizostylis coccinea 'Oregon Sunset'Juncus 'Carmen's Grey'

3-Quercus garryana

3-Quercus garryana

Ribes sanguineum 'White Icicle'

BwBwBwBwBw

BwBw

BwBw Bw

Cme Cme Cme

Clematis montana 'Elizabeth'

Bw

Bw

Bw Bw Bw Bw Bw Bw BwBw

Bw Bw

Bw

BwBw Bw Bw Bw Bw Bw Bw Bw Bw Bw Bw BwBw

BwCmCm CmCm

Carex morrowii 'Ice Dance'

BwBwBwBw

BwBw

BwBw

Bw

Buxus microphylla 'Winter Gem'

BwBwBwBwBwBw

BwBw

BwBw

Bw

Full Sun-1Lonicera pileata


Shade Plantings-1Polystichum munitum


5-Acer circinatum

4-Amelanchier x grandiflora 'Autumn Brilliance'

Full Sun Native PlantsMahonia aquifolium

Ribes sanguineumPhiladelphus lewisiiHolodiscus discolor

Rain planterCarex obnupta

Mahonia aquifoliumJuncus 'Carmen's Grey'

Rain GardenJuncus 'Carmen's Grey'Carex obnuptaRibes sanguineumPolystichum munitum

Ama AmaAma

Amelanchier alnifolia

Shade planterPolystichum munitumCarex morrowii 'Ice Dance'

Part Shade Native PlantsGaultheria shallonMahonia aquifoliumRibes sanguineumPhiladelphus lewisii

Full-sun planterFragaria chiloensis

Arctostaphylos uva-ursiCalamagrostis x acutiflora 'Karl Foerster'

Cornus kousa 'Milky Way'

Camas

0 5 10 m


Grass Seed Mix












PLANT LIST

Sym Qty Botanical Name Common Name Schd. Size / Plant Spacing LEVEL 1 TREES:

5 Acer circinatum Vine Maple 2.4 m ht, 1.5 width

4 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Serviceberry 3 m ht, multi-stem, b+b

6 Quercus garryana Garry Oak 4.0cm cal, b&b

LEVEL 2 TREES:4 Cornus kousa 'Milky Way' Milky Way Kousa Dogwood multistem, 1.5 m ht, b&b

LEVEL 1 SHRUBS, VINES AND GROUNDCOVERS:Bw 58 Buxus microphylla 'Winter Gem' Littleleaf Boxwood #1 pot

Cm 15 Carex morrowii 'Ice Dance' Japanese Sedge Grass #1 pot

Co 47 Carex obnupta Slough Sedge #1 pot

Cme 3 Clematis montana 'Elizabeth' Anemone Clematis #2 pot

Is 6 Iris sibirica Siberian Iris #1 pot

Jcg 16 Juncus 'Carmen's Grey' Soft Common Rush Sp3

Lp 4 Lonicera pileata Privet Honeysuckle #2 pot

Pm 7 Polystichum munitum Sword Fern #1 pot

Rs 13 Ribes sanguineum 'White Icicle' White Flowering Currant #3 pot

Sco 9 Schizostylis coccinea 'Oregon Sunset' Crimson Flag #1 pot

0

LEVEL 2 SHRUBS, BULBS AND GROUNDCOVERS:Ama 3 Amelanchier alnifolia Saskatoon Serviceberry #3 pot

Arc 4 Arctostaphylos uva-ursi Kinnikinnick #1 pot / 60 cm O.C.

Cx 7 Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass #1 pot / 1.8 m O.C.

Cq 119 Camassia quamash Camas 2 bulbs each. 40cm o.c.

Cm 2 Carex morrowii 'Ice Dance' Japanese Sedge Grass 0.55

Co 73 Carex obnupta Slough Sedge #1 pot

Fc 4 Fragaria chiloensis Coast Strawberry Sp3 30cm o.c.

Gsh-1 11 Gaultheria shallon Salal #1 pot, 40cm o.c.

Hd 21 Holodiscus discolor Oceanspray #2 pot

Jcg 39 Juncus 'Carmen's Grey' Soft Common Rush Sp3

Ma 33 Mahonia aquifolium Oregon Grape #2 pot

Phl 2 Philadelphus lewisii Mock Orange #5 pot

Pm 10 Polystichum munitum Sword Fern #1 pot

Rs 24 Ribes sanguineum Red Flowering Currant #3 pot

0

project no. 117.31

client

scale

drawn by

sheet no.

checked by

revison no.



SM/PdG

L3.01

sheet title

TB

1:100

project

NVision Properties


1

1

2 DP Rev 01 2019.01.31

DP 2018.01.26


Phone: 250.412-2891Fax: 250.412-2892


6

Documents

2019.01.31 1301 Hillside (BUBBLED) - City of Victoria