lennoitidnoc egasu / esu lanoitidnoc · xxxx new wall construction new door/frame & door...
TRANSCRIPT
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
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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
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PID 70396882
PLAN 16992563, LOT 03-5A
2
4
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5
2
4
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8
2
4
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2
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3
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4
2
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1
5
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5
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S
B
2
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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
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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
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1
5
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m
m
Ø
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@
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
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5
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T
. 1
2
0
0
m
m
Ø
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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
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B
A
C
K
1.5m WIDE WALKING PATH
N
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B
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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