P1R2

R2

NC

R3

R3

R3R3

R2

R3

SC

ID

R2

prom. M

cLaughlin Dr

prom.Fairvie

wKnollDr

av. Joyce Ave

crois.

ElsieCres

courKing

smere

Ct

rue Berry St

av. Be

echwood Av

e

rue Grant St

0 50 10025

meters / mètres

LEGEND / LÉGENDE

PID / NID 70396882

ZONING / ZONAGE

R2TWO UNIT DWELLING ZONEZONE D'HABITATIONS BIFAMILIALES

R3MULTIPLE UNIT DWELLING ZONEZONE D'HABITATIONS MULTIFAMILIALES

NCNEIGHBOURHOOD CONVENIENCE ZONEZONE DE DÉPANNEURS DE QUARTIER

SCSUBURBAN COMMERCIAL ZONEZONE COMMERCIALE SUBURBAINE

P-1COMMUNITY USE ZONEZONE D’USAGES COMMUNAUTAIRES

IDINTERGRATED DEVELOPMENT ZONEZONE D’AMÉNAGEMENT INTÉGRÉ

1: 2,000

Conditional Use / Usage Conditionnel140 av. 140 Joyce Ave

prom. M

cLaughlin Dr

av. Joyce Ave

rue Vail S

t

rue Servic

e St

prom.

Fairview

KnollDr

prom.We

stwood

Dr

rue Grant St

av. Be

echwood Av

e

0 50 10025

meters / mètres

LEGEND / LÉGENDE

PID / NID 70396882 1: 2,000

Conditional Use / Usage Conditionnel140 av. 140 Joyce Ave

1 / A300

SOUTH ELEVATION

- /

-

WES

T EL

EVAT

ION

- / -

NORTH ELEVATION

- /

-

EAST

ELE

VATI

ON

UP 18R

UP

18R

UP

18R

UP

18R

S100

S101C100

100A

100C

100B

101A

101B

101C

102C

102B

102A

103A

103C

103B 104A

104B

104C

106A

106B

106C

105C

105A

105B107A108A109A

109B 108B 107B

107C108C109C

110

111

112

113

115

C101

C103

S103

116117

118

C102121

119

120

114

122

123

124125S102

126

127128

129

130

131132133134

135

2332 21137 4354 39887 6480 2332

76521

610

1056

755

3959

18

2263

3

6661

5539

2494

1118

1581

1

2332 6300 5710 6300 3219 3962 2314 7285 4056 6692 6336 6692 6336 6658 2332

76521

XXXX

NEW WALL CONSTRUCTION

NEW DOOR/FRAME & DOOR IDENTIFICATION (SEE SCHEDULE)

2h. FIRE SEPARATION

1h. FIRE SEPARATION

WALL TYPE IDENTIFICATION

NEW ROOM NUMBER

LEGEND

A

DXXX

CONSTRUCTION NOTE (SEE NOTES)X

LIGHT FIXTURE - 610x1220mm (SEE ELECTRICAL)

LIGHT FIXTURE - 610x610mm (SEE ELECTRICAL)

LIGHT FIXTURE - RECESSED (SEE ELECTRICAL)

SPRINKLER (SEE MECHANICAL)

SUPPLY DIFFUSER (SEE MECHANICAL)

RETURN DIFFUSER (SEE MECHANICAL)

SUSPENDED ACOUSTICAL TILESATGYPSUM BOARD PAINTEDGBPABOVE FLOOR FINISHAFF

NOT IN CONTRACT

CEILING HEIGHT ABOVE FLOOR FINISHXXXX

45min. FIRE SEPARATION

FLOOR FINISH AS SCHEDULED

SEALANT CONTINUOUS AT PERIMETER

SEALANT CONTINUOUS AT PERIMETER

BASE AS SCHEDULED

CONT. BOTTOM PLATE

16mm TYPE X GYPSUM BOARD

DOUBLE CONT. TOP PLATE@ LOAD-BEARING WALLS

HEAD

PLAN

BASE

FRAMING STUD @ 600mm c/c

89mm SOUND ATTENUATIONBATT INSULATION

INTERIOR PARTITION - WOOD CONSTRUCTION

2TYPE

FIRE RATING:STC RATING:

DESIGN: 1 HOUR ULC Des U327

2A 134mm

52

FLOOR FINISH AS SCHEDULED

SEALANT CONTINUOUS AT PERIMETERFOR FIRE RATED WALL

BASE AS SCHEDULED

CONT. BOTTOM PLATE

16mm TYPE X GYPSUM BOARD

HEAD

PLAN

BASE

FRAMING STUD @ 400mm c/c

INTERIOR PARTITION - WOOD CONSTRUCTION

1TYPE

FIRE RATING:STC RATING:

DESIGN:

1A 121mm

32

CONT. TOP PLATE

1A: 121mm INTERIOR PARTITION - 38x89 WOOD STUD

1B: 172mm INTERIOR PARTITION - 38x140 WOOD STUD

1B 172mm

13mm HORIZONTAL RESILIENT CHANNEL @ 600mm c/c

2A: 134mm INTERIOR PARTITION - 38x89 WOOD STUD

FLOOR FINISH AS SCHEDULED

BASE AS SCHEDULED

CONT. BOTTOM PLATE

16mm TYPE X GYPSUM BOARD

HEAD

PLAN

BASE

38 x 140mm FRAMING STUDS @ 400mm c/c

INTERIOR PARTITION - WOOD CONSTRUCTION

3TYPE

FIRE RATING:STC RATING:

DESIGN:

DOUBLE CONT. TOP PLATE@ LOAD-BEARING WALLS

3A 105mm

2B: 185mm INTERIOR PARTITION - 38x140 WOOD STUD

2B 185mm

1 HOUR ULC W301

1C: 121mm INTERIOR PARTITION - 38x89 WOOD STUD : 1HOUR FIRE RATED

1C 121mm

SEALANT CONTINUOUS AT PERIMETERFOR FIRE RATED WALL

SEALANT CONTINUOUS AT PERIMETER

SEALANT CONTINUOUS AT PERIMETER

BASE AS SCHEDULED

64mm C-H METAL STUDS @ 600mm c/c

16mm TYPE X GYPSUM BOARD

SHAFT WALL PARTITION - STEEL CONSTRUCTIONFIRE RATING:STC RATING:

DESIGN: 1 HOUR ULC W452

79 mm

25mm TYPE X GYPSUM BOARD

4TYPE

HEAD

PLAN

BASE

3A: 105mm INTERIOR PARTITION - 38x89 WOOD STUD

3B: 156mm INTERIOR PARTITION - 38x140 WOOD STUD

3B 156mm

1D: 172mm INTERIOR PARTITION - 38x140 WOOD STUD : 1HOUR FIRE RATED

3C: 156mm INTERIOR PARTITION - 38x140 WOOD STUD w/STONE WOOL INSULATION

140mm STONE WOOL INSULATION(FOR WALL TYPE 3C)

3C 156mm

GENERAL NOTES

DRAWING TITLE TITRE DE FEUILLE

STAMP SCEAU DESSINÉ

ÉCHELLE VERIFIÉ

NO. DU PROJ.

NO. DE FEUILLE

DATE DRAWN

CHECKEDSCALE

JOB NO.

SHEET NO.

ARCHITECT ARCHITECTE

CONSULTANTS CONSULTANTS

NOTES GÉNÉRALE

CLIENT CLIENT

PREL

IMINARY

NOT FOR

CONSTRU

CTION

IT IS THE GENERAL CONTRACTOR’S RESPONSIBILITY TO COORDINATE ALL WORK WITH RELATED SUB-TRADES FOR DEPRESSIONS, DOOR, WINDOW, AND EQUIPMENT OPENINGS, INSERTS AND ITEMS TO BE BUILT INTO FOUNDATION, FOOTINGS, SLABS, WALLS, AND WHEN INTEGRATING NEW EQUIPMENT/SYSTEMS INSTALLATIONS INTO EXISTING BUILDING SYSTEMS. EXISTING SITE CONDITIONS MAY REQUIRE RE-CONFIGURATION OF EXISTING SYSTEMS, BOTH HIDDEN AND VISIBLE, TO ACCOMMODATE INSTALLATION OF NEW CONSTRUCTION. THESE EXISTING SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, EXISTING ELECTRICAL FEEDS, EXISTING ELECTRICAL PANELS AND DATA RACKS, EXISTING MECHANICAL DUCTWORK, EXISTING STATIONARY EQUIPMENT PLACEMENT, EXISTING PLUMBING, ETC. THE CONTRACTOR SHALL BE AWARE THAT EXISTING SITE CONDITIONS MAY REQUIRE SOME DEVIATION FROM THE DETAILS OF CONSTRUCTION AS SHOWN IN THESE DOCUMENTS.

THE GENERAL CONTRACTOR IS TO COMPLY WITH THE NATIONAL BUILDING CODE OF CANADA, LOCAL BY LAWS, CANADIAN CONSTRUCTION SAFETY CODE, AND ALL REGULATIONS SET BY AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT OR DISCREPANCY, THE MORE STRINGENT REQUIREMENTS SHALL APPLY.

ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE BEFORE STARTING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT.

THE GENERAL CONTRACTOR IS RESPONSIBLE TO PATCH AND REPAIR ALL AREAS DAMAGED DURING WORK, TO MATCH ADJACENT CONSTRUCTION. SUCH AREAS INCLUDE, BUT ARE NOT LIMITED TO FLOORS, INTERIOR & EXTERIOR WALLS, CEILINGS, AND ROOFS WHERE NEW STRUCTURAL, ELECTRICAL AND MECHANICAL ELEMENTS ARE INSTALLED, OR EXISTING STRUCTURAL, ELECTRICAL AND MECHANICAL ELEMENTS ARE REMOVED. THE GENERAL CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS TO DETERMINE THE EXTENT OF SUCH WORK.

ALL SURFACES ARE TO BE MADE GOOD TO RECEIVE NEW FINISHES.

ALL ITEMS BEING REMOVED ARE TO BE TURNED OVER TO THE OWNER IN GOOD CONDITION. (CONFIRM WITH OWNER)

ALL CUTTING, DRILLING OF HOLES, PATCHING, ETC. REQUIRED BY MECHANICAL AND ELECTRICAL TRADES WILL BE CARRIED BY THE GENERAL CONTRACTOR.

ANY PENETRATIONS AND JUNCTIONS AT FIRE RATED WALLS, FLOORS, OR ROOFS ARE TO BE SEALED WITH FIRESTOP MATERIAL.

PROJECT TITLE TITRE DU PROJET

Asindicated

MONCTON, NB

NS-000171

JOHN HOWARD SOCIETYNEW BUILDING APARTMENT

28-08-2019 RL

CN

A100

FLOOR PLAN - LEVEL 1WALL TYPES

1 : 100A100

LEVEL 11

1 : 10

LEGEND3A100 1 : 5

WALL TYPES2A100

REVISION SCHEDULE

NUMBER DESCRIPTION DATE

1 / A300

SOUTH ELEVATION

- /

-

WES

T EL

EVAT

ION

- / -

NORTH ELEVATION

- /

-

EAST

ELE

VATI

ON

5539

4211

9750

76521

18308 12158 43724 2332

6661

5539

2494

1469

3

9673 7285 4056 6692 6336 6692 6336 6658 2332

56058

DO

WN

18R

S100

135

S103 S101

C200

200A

200B

200C

201A201B

201C

202A

202B

202C

203A203B

203C

204A

204B

204C

DO

WN

18R

205A

205B

205C

206A

206B

206C

207A

207B

207C

208A

208B

208C

209A

209B

209C210

211

DOWN 18R

S202 225

223

C201

C202

C203

217

212 213 214 215 216

218 219 220 221 224

224226

227

228

229230

231232233234

235

236237238239240

DO

WN

18R

XXXX

NEW WALL CONSTRUCTION

NEW DOOR/FRAME & DOOR IDENTIFICATION (SEE SCHEDULE)

2h. FIRE SEPARATION

1h. FIRE SEPARATION

WALL TYPE IDENTIFICATION

NEW ROOM NUMBER

LEGEND

A

DXXX

CONSTRUCTION NOTE (SEE NOTES)X

LIGHT FIXTURE - 610x1220mm (SEE ELECTRICAL)

LIGHT FIXTURE - 610x610mm (SEE ELECTRICAL)

LIGHT FIXTURE - RECESSED (SEE ELECTRICAL)

SPRINKLER (SEE MECHANICAL)

SUPPLY DIFFUSER (SEE MECHANICAL)

RETURN DIFFUSER (SEE MECHANICAL)

SUSPENDED ACOUSTICAL TILESATGYPSUM BOARD PAINTEDGBPABOVE FLOOR FINISHAFF

NOT IN CONTRACT

CEILING HEIGHT ABOVE FLOOR FINISHXXXX

45min. FIRE SEPARATION

GENERAL NOTES

DRAWING TITLE TITRE DE FEUILLE

STAMP SCEAU DESSINÉ

ÉCHELLE VERIFIÉ

NO. DU PROJ.

NO. DE FEUILLE

DATE DRAWN

CHECKEDSCALE

JOB NO.

SHEET NO.

ARCHITECT ARCHITECTE

CONSULTANTS CONSULTANTS

NOTES GÉNÉRALE

CLIENT CLIENT

PREL

IMINARY

NOT FOR

CONSTRU

CTION

IT IS THE GENERAL CONTRACTOR’S RESPONSIBILITY TO COORDINATE ALL WORK WITH RELATED SUB-TRADES FOR DEPRESSIONS, DOOR, WINDOW, AND EQUIPMENT OPENINGS, INSERTS AND ITEMS TO BE BUILT INTO FOUNDATION, FOOTINGS, SLABS, WALLS, AND WHEN INTEGRATING NEW EQUIPMENT/SYSTEMS INSTALLATIONS INTO EXISTING BUILDING SYSTEMS. EXISTING SITE CONDITIONS MAY REQUIRE RE-CONFIGURATION OF EXISTING SYSTEMS, BOTH HIDDEN AND VISIBLE, TO ACCOMMODATE INSTALLATION OF NEW CONSTRUCTION. THESE EXISTING SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, EXISTING ELECTRICAL FEEDS, EXISTING ELECTRICAL PANELS AND DATA RACKS, EXISTING MECHANICAL DUCTWORK, EXISTING STATIONARY EQUIPMENT PLACEMENT, EXISTING PLUMBING, ETC. THE CONTRACTOR SHALL BE AWARE THAT EXISTING SITE CONDITIONS MAY REQUIRE SOME DEVIATION FROM THE DETAILS OF CONSTRUCTION AS SHOWN IN THESE DOCUMENTS.

THE GENERAL CONTRACTOR IS TO COMPLY WITH THE NATIONAL BUILDING CODE OF CANADA, LOCAL BY LAWS, CANADIAN CONSTRUCTION SAFETY CODE, AND ALL REGULATIONS SET BY AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT OR DISCREPANCY, THE MORE STRINGENT REQUIREMENTS SHALL APPLY.

ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE BEFORE STARTING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT.

THE GENERAL CONTRACTOR IS RESPONSIBLE TO PATCH AND REPAIR ALL AREAS DAMAGED DURING WORK, TO MATCH ADJACENT CONSTRUCTION. SUCH AREAS INCLUDE, BUT ARE NOT LIMITED TO FLOORS, INTERIOR & EXTERIOR WALLS, CEILINGS, AND ROOFS WHERE NEW STRUCTURAL, ELECTRICAL AND MECHANICAL ELEMENTS ARE INSTALLED, OR EXISTING STRUCTURAL, ELECTRICAL AND MECHANICAL ELEMENTS ARE REMOVED. THE GENERAL CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS TO DETERMINE THE EXTENT OF SUCH WORK.

ALL SURFACES ARE TO BE MADE GOOD TO RECEIVE NEW FINISHES.

ALL ITEMS BEING REMOVED ARE TO BE TURNED OVER TO THE OWNER IN GOOD CONDITION. (CONFIRM WITH OWNER)

ALL CUTTING, DRILLING OF HOLES, PATCHING, ETC. REQUIRED BY MECHANICAL AND ELECTRICAL TRADES WILL BE CARRIED BY THE GENERAL CONTRACTOR.

ANY PENETRATIONS AND JUNCTIONS AT FIRE RATED WALLS, FLOORS, OR ROOFS ARE TO BE SEALED WITH FIRESTOP MATERIAL.

PROJECT TITLE TITRE DU PROJET

Asindicated

MONCTON, NB

NS-000171

JOHN HOWARD SOCIETYNEW BUILDING APARTMENT

28-08-2019 RL

CN

A102

FLOOR PLAN - LEVEL 2

REVISION SCHEDULE

NUMBER DESCRIPTION DATE

1 : 100A102

LEVEL 21

1 : 10

LEGEND2A101

LEVEL 110000

LEVEL 213076

U/S TRUSSES15700

2 HOUR FIRE WALLASPHALT SHINGLES

ASPHALT SHINGLES

CEMENT BOARD SIDING (DARK)

CEMENT BOARD SIDING (DARK)

CEMENT BOARD SIDING (LIGHT)

CEMENT BOARD SIDING (DARK)

CEMENT BOARD SIDING (LIGHT)

CEMENT BOARD SIDING (DARK)

CEMENT BOARD SIDING (LIGHT)

STONE VENEER STONE VENEER STONE VENEER

CEMENT BOARD SIDING (LIGHT)

CEMENT BOARD SIDING (LIGHT)

CEMENT BOARD SIDING (DARK)

125

125

125

125

CEMENT BOARD SIDING (LIGHT)

STONE VENEER

LEVEL 110000

LEVEL 213076

U/S TRUSSES15700

124

124

124

2 HOUR FIRE WALL ASPHALT SHINGLES

CEMENT BOARD SIDING (LIGHT)

CEMENT BOARD SIDING (LIGHT)

CEMENT BOARD SIDING (LIGHT)

ASPHALT SHINGLES

LEVEL 110000

LEVEL 213076

U/S TRUSSES15700

12412

4

125

125

125

2 HOUR FIRE WALL

ASPHALT SHINGLESCEMENT BOARD SIDING (LIGHT)

CEMENT BOARD SIDING (DARK)

CEMENT BOARD SIDING (DARK)

CEMENT BOARD SIDING (LIGHT)

2 HOUR FIRE WALL

CEMENT BOARD SIDING (LIGHT)

LEVEL 110000

LEVEL 213076

U/S TRUSSES15700

124

125

125

2 HOUR FIRE WALLASPHALT SHINGLES

CEMENT BOARD SIDING (LIGHT)

CEMENT BOARD SIDING (DARK)

GENERAL NOTES

DRAWING TITLE TITRE DE FEUILLE

STAMP SCEAU DESSINÉ

ÉCHELLE VERIFIÉ

NO. DU PROJ.

NO. DE FEUILLE

DATE DRAWN

CHECKEDSCALE

JOB NO.

SHEET NO.

ARCHITECT ARCHITECTE

CONSULTANTS CONSULTANTS

NOTES GÉNÉRALE

CLIENT CLIENT

PREL

IMINARY

NOT FOR

CONSTRU

CTION

IT IS THE GENERAL CONTRACTOR’S RESPONSIBILITY TO COORDINATE ALL WORK WITH RELATED SUB-TRADES FOR DEPRESSIONS, DOOR, WINDOW, AND EQUIPMENT OPENINGS, INSERTS AND ITEMS TO BE BUILT INTO FOUNDATION, FOOTINGS, SLABS, WALLS, AND WHEN INTEGRATING NEW EQUIPMENT/SYSTEMS INSTALLATIONS INTO EXISTING BUILDING SYSTEMS. EXISTING SITE CONDITIONS MAY REQUIRE RE-CONFIGURATION OF EXISTING SYSTEMS, BOTH HIDDEN AND VISIBLE, TO ACCOMMODATE INSTALLATION OF NEW CONSTRUCTION. THESE EXISTING SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, EXISTING ELECTRICAL FEEDS, EXISTING ELECTRICAL PANELS AND DATA RACKS, EXISTING MECHANICAL DUCTWORK, EXISTING STATIONARY EQUIPMENT PLACEMENT, EXISTING PLUMBING, ETC. THE CONTRACTOR SHALL BE AWARE THAT EXISTING SITE CONDITIONS MAY REQUIRE SOME DEVIATION FROM THE DETAILS OF CONSTRUCTION AS SHOWN IN THESE DOCUMENTS.

THE GENERAL CONTRACTOR IS TO COMPLY WITH THE NATIONAL BUILDING CODE OF CANADA, LOCAL BY LAWS, CANADIAN CONSTRUCTION SAFETY CODE, AND ALL REGULATIONS SET BY AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT OR DISCREPANCY, THE MORE STRINGENT REQUIREMENTS SHALL APPLY.

ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE BEFORE STARTING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT.

THE GENERAL CONTRACTOR IS RESPONSIBLE TO PATCH AND REPAIR ALL AREAS DAMAGED DURING WORK, TO MATCH ADJACENT CONSTRUCTION. SUCH AREAS INCLUDE, BUT ARE NOT LIMITED TO FLOORS, INTERIOR & EXTERIOR WALLS, CEILINGS, AND ROOFS WHERE NEW STRUCTURAL, ELECTRICAL AND MECHANICAL ELEMENTS ARE INSTALLED, OR EXISTING STRUCTURAL, ELECTRICAL AND MECHANICAL ELEMENTS ARE REMOVED. THE GENERAL CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS TO DETERMINE THE EXTENT OF SUCH WORK.

ALL SURFACES ARE TO BE MADE GOOD TO RECEIVE NEW FINISHES.

ALL ITEMS BEING REMOVED ARE TO BE TURNED OVER TO THE OWNER IN GOOD CONDITION. (CONFIRM WITH OWNER)

ALL CUTTING, DRILLING OF HOLES, PATCHING, ETC. REQUIRED BY MECHANICAL AND ELECTRICAL TRADES WILL BE CARRIED BY THE GENERAL CONTRACTOR.

ANY PENETRATIONS AND JUNCTIONS AT FIRE RATED WALLS, FLOORS, OR ROOFS ARE TO BE SEALED WITH FIRESTOP MATERIAL.

PROJECT TITLE TITRE DU PROJET

1 : 100

MONCTON, NB

NS-000171

JOHN HOWARD SOCIETYNEW BUILDING APARTMENT

30-08-2019 RL

CN

A200

ELEVATIONS

REVISION SCHEDULE

NUMBER DESCRIPTION DATE

1 : 100A200

SOUTH ELEVATION1

1 : 100A200

NORTH ELEVATION2

1 : 100A200

EAST ELEVATION3 1 : 100A200

WEST ELEVATION4

EMERGENCY

VEHICLE C/L

5

.0

m

W

ID

E

P

.U

.E

.

5.0m

W

ID

E P

.U

.E

.

PLA

N 11832038

A

V

E

N

U

E

J

O

Y

C

E

A

V

E

N

U

E

PID 70396882

PLAN 16992563, LOT 03-5A 23

4

13

1211

11

5

PID 00995969

N.B. HOUSING

CORPORATION

PLAN 7670, LOT 72-3

PID 70370598

LOT 02-1

PLAN 13683900

PID 70358031

LOT 01-1

PLAN 11832038

BIKE RACK

TOTAL PARKING

74 STANDARD + 5 B.F. = 79 SPACES

PID 70396874

MDM INVESTMENT GROUP INC.

LOT 03-4A

PLAN 16992563

AMENITY SPACE

LANDSCAPED AREA

(SEE NOTE 4(d))

SN

OW

S

TO

RA

GE

SNOW

STORAGE

PARKING LOT SCREENING (SEE NOTE 4(b))

VEGETATION BUFFER (SEE NOTE 4(a))

SHED

PID 00776542PID 00776559

VEGETATION BUFFER: 3m WIDE BUFFER

CONSISTING OF DECIDUOUS TREES @ 10m

C/C, INTERSPACED WITH TWO SHRUBS.

VEGETATION BUFFER (SEE NOTE 4(a))

6.0m

R

EA

R Y

AR

D S

ET

BA

CK

3.0m SIDE YARD SETBACK

3.0m SIDE YARD SETBACK

3.0m SIDE YARD SETBACK

3.0m SIDE YARD SETBACK

6.70 [22']

5.50

[18'-1"]

23.20 [76'-1"]

5.50

[18'-1"]

5.50

[18'-1"]

2.75

[9']

3.00

[9'-10"]

6.70 [22']

5.54

[18'-2"]

6.43 [21'-1"]

5.68 [18'-8"]

6.61 [21'-8"]

7.49 [24'-7"]

16.82 [55'-2"]

11.20 [36'-9"]

5.60

[18'-5"]

1.25 [4'-1"]

8.96 [29'-5"]

RIG

HT

-O

F-W

AY

15.240m

WID

E

IN

F

AV

OU

R

OF

LO

T 03-4

5.0M

W

ID

E, N

B P

OW

ER

AN

D A

LIA

NT

T

ELC

OM

IN

C, E

AS

EM

EN

T

(636656/2612/291)

2.00 [6'-7"]

5.50

[18'-1"]

2.75

[9']

5.50

[18'-1"]

2.75

[9']

19.03 [62'-5"]

6.70 [22']

GARBAGE ENCLOSURE: 2m

HIGH OPAQUE FENCE

LANDSCAPED ISLAND CONSISTING OF

DECIDUOUS TREE, SHRUBS & PERENNIALS

2.60 [8'-6"]

PROPOSED 6.7m WIDE DRIVEWAY

(43% OF REQUIRED FRONT YARD)

6.70 [22']

3.00

[9'-10"]

6

.

0

m

F

R

O

N

T

Y

A

R

D

S

E

T

B

A

C

K

4.88 [16']

13.45 [44'-2"]

8.30 [27'-3"]

AMENITY SPACE

LANDSCAPED AREA

(SEE NOTE 4(d))

1.5m WIDE WALKING PATH

45.23

U/G

U.P.

SANITARY MANHOLE. . . . . . . .

STORM MANHOLE. . . . . . . . . . .

SANITARY SEWER. . . . . . . . . . .

STORM SEWER. . . . . . . . . . . . .

CATCH BASIN. . . . . . . . . . . . . .

SLUICE BOX. . . . . . . . . . . . . . . .

CULVERT. . . . . . . . . . . . . . . . . .

WATERMAIN. . . . . . . . . . . . . . . .

ITEM EXISTING PROPOSED

L E G E N D

GATE VALVE. . . . . . . . . . . . . . .

HYDRANT. . . . . . . . . . . . . . . . . .

TEE. . . . . . . . . . . . . . . . . . . . . . .

BEND. . . . . . . . . . . . . . . . . . . . . .

END CAP. . . . . . . . . . . . . . . . . . .

CURB STOP. . . . . . . . . . . . . . . .

UTILITY POLE. . . . . . . . . . . . . .

GUY WIRE. . . . . . . . . . . . . . . . . .

LIGHT STANDARD. . . . . . . . . . .

OVERHEAD UTILITY LINE. . . . .

UNDERGROUND UTILITY. . . . .

FENCE. . . . . . . . . . . . . . . . . . . . .

TREE LINE. . . . . . . . . . . . . . . . .

EDGE OF BANK. . . . . . . . . . . . .

MARSH. . . . . . . . . . . . . . . . . . . .

GROUND ELEVATION. . . . . . . .

SURVEY MARKER. . . . . . . . . . .

N.B. GRID MONUMENT. . . . . . .

SIGN. . . . . . . . . . . . . . . . . . . . . .

CURB & GUTTER. . . . . . . . . . . .

U.P.

TOP OF CONC. FOUNDATION.

FINISH GRADE. . . . . . . . . . . . . .

35.40

T/C

DOUBLE CATCH BASIN . . . . . .

JH - 1 - 1 of 2

SITE PLAN

J.R.D.J.D.

J.R.D.

AUG 2019

4

REVISION:

DRAWING No.:

DESIGNED BY:CHECKED BY:

DRAWN BY:

DATE:

DATE ISSUED:

CHECKED BY:

SCALE:

DRAWING TITLE:

PROJECT TITLE:

1:300

JOHN HOWARD SOCIETY

BUILDING COMPLEX

JOYCE AVE, MONCTON, NB

REV DESCRIPTION DATE

1:300 (B1)

0 3 6 9 12 15m

BAR SCALE:

0 ISSUED FOR CITY REVIEW 2019/08/20

AUG 30, 2019

P

R

E

L

I

M

I

N

A

R

Y

N

.

B

.

G

R

I

D

N

O

R

T

H

N

.

B

.

N

O

R

D

D

U

S

Y

S

T

E

M

E

D

E

C

O

O

R

D

O

N

N

E

E

S

D

U

N

.

-

B

.

PROJECT DATA

LAND INFORMATION

PID 70396882

±9 720 m² (2.40 acres)

DEVELOPMENT FORM

PROPOSED USE MULTI-RESIDENTIAL

ZONING INFORMATION

ZONE R3 - MULTIPLE UNIT DWELLING

LANDSCAPING INFORMATION

INTERNAL

LANDSCAPING

137 m² (5.1% OF PARKING AREA)

EXTERNAL

LANDSCAPING

385 m² (14.3% OF PARKING AREA)

PARKING AREA

2 700 m² (27.8% OF LOT AREA)

PARKING INFORMATION

REQUIRED 77

PROPOSED 74 STANDARD + 5 B.F.

GENERAL NOTES:

1. ALL SURVEY CONTROL OBTAINED FROM NAD83 CSRS

CONTROL MONUMENT #5669 (VERTICAL DATUM CGVD28).

(REFERRED TO THE EXTREME TOP OF FIRE HYDRANT AS

SHOWN ON PLAN).

2. ALL WORK IS TO BE CONFORM TO THE CITY OF MONCTON

STANDARD MUNICIPAL SPECIFICATIONS.

3. THE LOCATIONS & ELEVATION OF ALL EXISTING

INFRASTRUCTURE AND UTILITIES SHOWN ON THESE

DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL

CONFIRM ALL ELEVATIONS & LOCATIONS OF ALL EXISTING

INFRASTRUCTURE AND UTILITIES AND SHALL IMMEDIATELY

REPORT ANY DISCREPANCIES TO THE CONSULTANT.

4. LANDSCAPING & TREES:

a) VEGETATION BUFFER: 3m WIDE BUFFER CONSISTING OF

DECIDUOUS TREES @ 10m C/C, INTERSPACED WITH TWO

SHRUBS.

b) PARKING LOT SCREENING: 3m WIDE BUFFER CONSISTING OF

DECIDUOUS TREES @ 6m C/C, INTERSPACED WITH SHRUBS.

c) DECIDUOUS TREES: NOT LESS THAN 1.5m IN HEIGHT AND

HAVING A TRUNK DIAMETER OF NOT LESS THAN 60mm AT

THE TIME OF PLANTING

d) LANDSCAPING GRASS: INCLUDE, AFTER COMPACTION, AT

LEAST 152.4mm OF TOPSOIL AND SEEDING OR SODDING.

1 AS PER PLANNING COMMENTS 2019/08/22

2 PAC APPLICATION 2019/08/23

3 REVISED LANDSCAPING INFORMATION 2019/08/28

4 PEDESTRIAN CONNECT. TO JOYCE AVE 2019/08/30

EMERGENCY

VEHICLE C/L

5

.0

m

W

ID

E

P

.U

.E

.

5.0m

W

ID

E P

.U

.E

.

PLA

N 11832038

A

V

E

N

U

E

J

O

Y

C

E

A

V

E

N

U

E

PID 70396882

PLAN 16992563, LOT 03-5A

2

4

.

3

4

5

2

4

.

5

8

7

8

2

4

.

5

5

4

8

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9

1

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5

2

4

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2

7

5

4

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4

0

7

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6

3

9

4

2

5

.

1

5

2

3

2

4

.

7

8

3

3

2

5

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1

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2

1

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2

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0

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7

6

1

7

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8

5

6

2

4

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4

3

9

2

4

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5

9

6

2

4

.

9

7

3

2

4

.

2

3

5

2

4

.

1

9

4

2

3

.

9

2

7

4

2

3

.

8

7

2

4

2

3

.

9

5

6

2

2

3

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8

7

7

2

3

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5

3

3

9

2

3

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4

4

0

7

2

3

.

2

1

5

8

2

3

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0

9

9

2

2

2

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3

8

6

9

2

2

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6

9

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6

2

2

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5

1

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2

2

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3

0

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1

2

2

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6

1

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5

2

3

.

0

3

6

4

2

3

.

2

2

1

5

2

2

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8

1

3

2

2

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5

2

3

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4

3

0

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9

2

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2

3

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3

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1

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6

4

4

7

2

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1

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1

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1

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1

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9

2

3

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3

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2

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7

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0

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7

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6

7

5

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3

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1

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5

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3

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8

3

3

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2

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7

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2

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4

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3

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5

1

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4

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6

1

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2

4

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5

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7

1

2

4

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3

5

1

3

2

4

.

5

4

4

7

2

4

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1

3

7

9

2

4

.

0

1

7

2

2

3

.

9

5

5

3

2

4

.

0

9

6

4

2

4

.

1

3

2

3

2

4

.

2

5

8

7

2

4

.

5

7

1

5

2

4

.

6

2

7

2

2

4

.

3

6

5

2

4

.

2

8

0

8

0

+

5

4

0

S

B

2

S

B

1

24.0524.05

24

.0

5

24.05

24.05

24.05

24.05

24.50

24.50

24.50

24.50

24.50

24.50

24.05

24.05

24.05

24.57

24.08

PID 00995969

N.B. HOUSING

CORPORATION

PLAN 7670, LOT 72-3

PID 70370598

LOT 02-1

PLAN 13683900

PID 70358031

LOT 01-1

PLAN 11832038

PID 70396874

MDM INVESTMENT GROUP INC.

LOT 03-4A

PLAN 16992563

24.65

2

3

.

6

0

24.2024.2024.20

24.50 24.50

24.25 24.25

24.25 24.25

24.25

24

.0

5

24

.2

02

4.2

0

24.20 24.2024.20

2

3

.

6

0

2

3

.

8

0

24.00

24.00

24

.0

0

2

4

.

0

0

24.00

AREA RESERVED FOR STORMWATER

DETENTION IF REQUIRED WITH

OPTIONAL BIORETENTION FEATURE.

150mm Ø FRENCH DRAIN @ 0.5%

W

A

T

E

R

S

E

R

V

IC

E

1

5

0

m

m

Ø

S

A

N

@

1

.0

%

IN

V

. 2

0

.7

2

m

IN

V

. 2

1

.2

1

m

IN

V

. 2

0

.1

9

m

E

X

IS

T

. 3

0

0

m

m

Ø

S

T

M

E

X

IS

T

. 2

0

0

m

m

Ø

S

A

N

E

X

IS

T

.1

5

0

m

m

Ø

W

M

INV. 21.72m

IN

V

. 2

1

.7

5

m

IN

V

. 2

2

.0

0

m

IN

V

. 2

1

.9

7

m

INV. 22.00m

INV. 22.49m

IN

V

. 2

2

.7

5

m

2

3

.

6

0

2

3

.

9

0

AREA RESERVED FOR STORMWATER

DETENTION IF REQUIRED WITH

OPTIONAL BIORETENTION FEATURE.

IN

V. 23.65m

IN

V. 22.95m

150mm Ø WATER SERVICE

150mm Ø SAN @ 1.0%

STM PIPE

STM PIPE

S

T

M

P

IP

E

PID 00776542PID 00776559

E

X

IS

T

.1

5

0

m

m

Ø

W

M

E

X

IS

T

. 2

5

0

m

m

Ø

P

V

C

D

R

3

5

S

A

N

.

E

X

IS

T

. 1

2

0

0

m

m

Ø

C

O

N

C

. S

T

O

R

M

6.0m

R

EA

R Y

AR

D S

ET

BA

CK

3.0m SIDE YARD SETBACK

3.0m SIDE YARD SETBACK

3.0m SIDE YARD SETBACK

3.0m SIDE YARD SETBACK

24.05

IN

V. 22.905m

24.05

24.20

23.35

23.60

23.35

23.60

22.65

22.80

22.65

22.80

6

.

0

m

F

R

O

N

T

Y

A

R

D

S

E

T

B

A

C

K

1.5m WIDE WALKING PATH

N

.

B

.

G

R

I

D

N

O

R

T

H

N

.

B

.

N

O

R

D

D

U

S

Y

S

T

E

M

E

D

E

C

O

O

R

D

O

N

N

E

E

S

D

U

N

.

-

B

.

45.23

U/G

U.P.

SANITARY MANHOLE. . . . . . . .

STORM MANHOLE. . . . . . . . . . .

SANITARY SEWER. . . . . . . . . . .

STORM SEWER. . . . . . . . . . . . .

CATCH BASIN. . . . . . . . . . . . . .

SLUICE BOX. . . . . . . . . . . . . . . .

CULVERT. . . . . . . . . . . . . . . . . .

WATERMAIN. . . . . . . . . . . . . . . .

ITEM EXISTING PROPOSED

L E G E N D

GATE VALVE. . . . . . . . . . . . . . .

HYDRANT. . . . . . . . . . . . . . . . . .

TEE. . . . . . . . . . . . . . . . . . . . . . .

BEND. . . . . . . . . . . . . . . . . . . . . .

END CAP. . . . . . . . . . . . . . . . . . .

CURB STOP. . . . . . . . . . . . . . . .

UTILITY POLE. . . . . . . . . . . . . .

GUY WIRE. . . . . . . . . . . . . . . . . .

LIGHT STANDARD. . . . . . . . . . .

OVERHEAD UTILITY LINE. . . . .

UNDERGROUND UTILITY. . . . .

FENCE. . . . . . . . . . . . . . . . . . . . .

TREE LINE. . . . . . . . . . . . . . . . .

EDGE OF BANK. . . . . . . . . . . . .

MARSH. . . . . . . . . . . . . . . . . . . .

GROUND ELEVATION. . . . . . . .

SURVEY MARKER. . . . . . . . . . .

N.B. GRID MONUMENT. . . . . . .

SIGN. . . . . . . . . . . . . . . . . . . . . .

CURB & GUTTER. . . . . . . . . . . .

U.P.

TOP OF CONC. FOUNDATION.

FINISH GRADE. . . . . . . . . . . . . .

35.40

T/C

DOUBLE CATCH BASIN . . . . . .

JH - 1 - 2 of 2

SERVICING & GRADING PLAN

J.R.D.J.D.

J.R.D.

AUG 2019

4

REVISION:

DRAWING No.:

DESIGNED BY:CHECKED BY:

DRAWN BY:

DATE:

DATE ISSUED:

CHECKED BY:

SCALE:

DRAWING TITLE:

PROJECT TITLE:

1:300

JOHN HOWARD SOCIETY

BUILDING COMPLEX

JOYCE AVE, MONCTON, NB

REV DESCRIPTION DATE

1:300 (B1)

0 3 6 9 12 15m

BAR SCALE:

0 ISSUED FOR CITY REVIEW 2019/08/20

AUG 30, 2019

P

R

E

L

I

M

I

N

A

R

Y

PROJECT DATA

LAND INFORMATION

PID 70396882

±9 720 m² (2.40 acres)

DEVELOPMENT FORM

PROPOSED USE MULTI-RESIDENTIAL

ZONING INFORMATION

ZONE R3 - MULTIPLE UNIT DWELLING

LANDSCAPING INFORMATION

INTERNAL

LANDSCAPING

137 m² (5.1% OF PARKING AREA)

EXTERNAL

LANDSCAPING

385 m² (14.3% OF PARKING AREA)

PARKING AREA

2 700 m² (27.8% OF LOT AREA)

PARKING INFORMATION

REQUIRED 77

PROPOSED 74 STANDARD + 5 B.F.

GENERAL NOTES:

1. ALL SURVEY CONTROL OBTAINED FROM NAD83 CSRS

CONTROL MONUMENT #5669 (VERTICAL DATUM CGVD28).

(REFERRED TO THE EXTREME TOP OF FIRE HYDRANT AS

SHOWN ON PLAN).

2. ALL WORK IS TO BE CONFORM TO THE CITY OF MONCTON

STANDARD MUNICIPAL SPECIFICATIONS.

3. THE LOCATIONS & ELEVATION OF ALL EXISTING

INFRASTRUCTURE AND UTILITIES SHOWN ON THESE

DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL

CONFIRM ALL ELEVATIONS & LOCATIONS OF ALL EXISTING

INFRASTRUCTURE AND UTILITIES AND SHALL IMMEDIATELY

REPORT ANY DISCREPANCIES TO THE CONSULTANT.

4. LANDSCAPING & TREES:

a) VEGETATION BUFFER: 3m WIDE BUFFER CONSISTING OF

DECIDUOUS TREES @ 10m C/C, INTERSPACED WITH TWO

SHRUBS.

b) PARKING LOT SCREENING: 3m WIDE BUFFER CONSISTING OF

DECIDUOUS TREES @ 6m C/C, INTERSPACED WITH SHRUBS.

c) DECIDUOUS TREES: NOT LESS THAN 1.5m IN HEIGHT AND

HAVING A TRUNK DIAMETER OF NOT LESS THAN 60mm AT

THE TIME OF PLANTING

d) LANDSCAPING GRASS: INCLUDE, AFTER COMPACTION, AT

LEAST 152.4mm OF TOPSOIL AND SEEDING OR SODDING.

1 AS PER PLANNING COMMENTS 2019/08/22

2 PAC APPLICATION 2019/08/23

3 REVISED LANDSCAPING INFORMATION 2019/08/28

4 PEDESTRIAN CONNECT. TO JOYCE AVE 2019/08/30

City of Moncton