PAVEMENT LAP JOINTDETAIL · 2020-06-22 · ls hyd. contractor to maintain minimum one travel lane...
Transcript of PAVEMENT LAP JOINTDETAIL · 2020-06-22 · ls hyd. contractor to maintain minimum one travel lane...
181.00
181.00
180.92
180.77 BC
181.00
181.00
181.00
1
8
0
.
2
8
181.07
181.07
181.12
181.12
180.48 BC
1
8
1
.1
3
B
C
1
8
1
.0
8
B
C
180.81 TC
180.85 TC
180.98 TC
180.97 TC
180.81 BC
180.61 BC
180.93 TC
181
1
8
1
180.3
1
8
0
.4
1
8
0
.5
1
8
0
.6
1
8
0
.7
1
8
0
.
8
1
8
0
.9
1
8
1
.1
1
8
1
.
1
181.2
1
8
1
.
2
1
8
1
1
8
0
.
4
1
8
0
.5
1
8
0
.
6
1
8
0
.
7
1
8
0
.
8
1
8
0
.
9
1
8
0
.
7
1
8
0
.
8
1
8
0
.
9
1
8
0
.
6
1
8
0
.
7
1
8
0
.
8
1
8
0
.
8
1
8
0
.
6
1
8
0
.
7
1
8
0
.
8
1
8
0
.9
180.6
181.00
TBM
PROPOSED 2.0m
WIDENING
EX PARKING
TO REMAIN
(TYP.)
EX PARKING
TO REMAIN
(TYP.)
PROPOSED
ACCESSIBLE PARKING
SPACES (2)
EXISTING PARKING TO
BE REMOVED
EXISTING PARKING SPACES
TO BE REMOVED AND
REPLACED AS SHOWN
PROPOSED
BUILDING
FFE = 181.00
PROPOSED CURB AS
PER OPSD 600.110 (TYP.)
PROPOSED CURB AS
PER OPSD 600.110 (TYP.)
DELIVERY SPACE
(3.5m x 7.5m)
PROPOSED 2.4m WIDE
CONCRETE SIDEWALK (TYP.)
2.40
6.00
2.80
24.97
18.72
DCBMH
HYD.
VB
PROPOSED ASPHALT
PARKING LOT AS PER
TYPICAL PARKING
STRUCTURE DETAIL
PROPOSED ASPHALT
PARKING LOT TO BE
INSTALLED USING
PAVEMENT LAP JOINT AS
PER DETAIL
MATCH INTO EXISTING
GRADE ALONG EDGE OF
PROPOSED WORKS AS
SHOWN (TYP.)
SILT FENCE TO BE
INSTALLED AS PER OPSD
219.130 (TYP.)
PROPOSED
BIKE RACK
180.36
180.36
180.73
180.73
EXISTING CURBED
ISLAND TO BE REMOVED
EXISTING LIGHT
STANDARD TO BE
RELOCATED AS PER
DWG ES2
2
.
5
0
%
2
.7
0
%
1
.
7
0
%
1.00%
1
.
0
0
%
180.55
1
.
5
0
%
1
.
5
0
%
1
.
3
0
%
1.00%
4
.7
0
%
EX
. C
O
N
C
R
ET
E S
ID
EW
ALK
PROPOSED SIDEWALK
TO TIE INTO EXISTING
SIDEWALK AS SHOWN
EXISTING CURB TO REMAIN
EXISTING CURB TO BE
REMOVED (TYP.)
EXISTING CURB TO BE
REMOVED AS PER SITE
PLAN (TYP.)
LANDSCAPED AREA
(SEE LANDSCAPE
PLANS FOR DETAILS)
6.00
E
X
. C
O
N
C
R
E
T
E
S
ID
E
W
A
LK
180.8
0 B
C
1
.
1
0
%
1
8
1
.
1
1
180.44
180.44
180.51
180.51
180.51
180.51
180.56
180.56
180.68
180.68
180.69
180.69
180.75
180.75
180.83
180.83
181.03
181.03
180.83
180.83
180.55 B
C
180.67 BC
180.66 BC
180.70 T
C
180.63 TC
180.70 BC
180.83 BC
180.82 BC
180.96 T
C
180.76 TC
180.78 BC
180.95 TC
180.82 TC
1
8
1
.1
6
1
8
1
.1
6
1
8
1
.1
8
1
8
1
.1
8
1
8
1
.2
8
T
C
1
8
1
.2
3
T
C
180.52
180.52
E
X
. C
U
R
B
E
X
. C
E
N
T
E
R
L
IN
E
O
F
R
O
A
D
EXISTING ENTRANCE
TO REMAIN
E
X
. C
R
O
S
S
W
A
L
K
EX
. C
RO
SS
WA
LK
EX. CURB
EX. CURB
EX. CURB
E
X
. C
U
R
B
E
X
. C
U
R
B
E
X
. C
U
R
B
E
X
.
C
U
R
B
EX. CB
TOP = 180.25
EX. SAN MH
PROP. SAN MH
TOP = 180.78
PROP. SAN MH
TOP = 180.95
CS
VB
PROP. SAN MH
TOP = 180.55
EX. SAN MH
EXISTING FIRE ROUTE
6.00 (TYP.)
2.40
3.40
1
8
1
.
1
1
1.50
180.92 TC
180.77 BC
180.61 TC
180.46 BC
1
8
1
.2
3
1
8
1
.2
1
181.00
1
8
0
.9
6
1
8
1
.0
4
1
8
1
.0
4
1
8
0
.9
7
1
8
0
.8
9
PROPOSED 1.7 x 1.6 x 1.0m DEEP
SOAKAWAY PIT TO BE INSTALLED
TO ACCEPT CONCRETE
SIDEWALK DRAINAGE AS PER
SOAKAWAY DETAIL
1
8
0
.
8
7
5.00%
3.20%
3
.1
0
%
HYD.
VB
LS
PROPOSED GARBAGE
ENCOLSURE, SEE SITE
PLAN A100 FOR DETAILS
18
0.99
180.78
180.84180.85
180.79
181.00
180.94 TC
180.79 B
C
600mm DETECTABLE
WARNING SURFACE
5.00%5.00%
DROPPED CURB TO BE
FLUSH WITH GRADE AS
SHOWN
No. Issue / Revision Date Auth.
0 ISSUED FOR FIRST SUBMISSION 6/21/2019 CAS
1 ISSUED FOR SECOND SUBMISSION 10/29/2019 CAS
2 ISSUED FOR THIRD SUBMISSION 1/2/2020 CAS
3 Ronell Crescent,
Collingwood, Ontario, L9Y 4J6
telephone (705) 446-0515
fax (705) 446-2399
KEY PLAN
SCALE: N.T.S.
File: \\C
OLLIN
GW
OO
D\S
hared W
ork A
reas\044364 - B
lue M
ountain C
enter\03_P
roductionD
wg\044364 - G
rading P
lan.dw
g D
ate P
lotted: January 2, 2020
- 2:34 P
M
0 5.0 10.0 15.0m
1:250
1. This drawing is the exclusive property of R. J. Burnside & Associates Limited. The reproduction of
any part without prior written consent of this office is strictly prohibited.
2. The contractor shall verify all dimensions, levels, and datums on site and report any discrepancies
or omissions to this office prior to construction.
3. This drawing is to be read and understood in conjunction with all other plans and documents
applicable to this project.
Notes
Contract No.
Drawing No.
Drawing Title
Drawn DesignedChecked Checked
Client
Date
Revision No.
Scale
Project No.
R.J. Burnside & Associates Limited
web www.rjburnside.com
NOT FOR CONSTRUCTION
NORTH AMERICAN DEVELOPMENT GROUP
2851 JOHN STREET, SUITE ONE
MARKHAM, ONTARIO
L3R 5R7
BLUE MOUNTAIN CENTER
GRADING PLAN
AJO CAS CAS JABO 19/06/12
300044364 0
C101
PROPOSED ELEVATION
EXISTING ELEVATION
PROPOSED SWALE
DIRECTION OF FLOW/PROPOSED SLOPE
221.21
221.21
44.00m @ 1.84%
PROPOSED SWALE ELEVATION
2
2
1
.
2
1
LEGEND
PROPOSED OVERLAND FLOW DIRECTION
EX. HYDRANT
LIMIT OF CONSTRUCTION
MAXIMUM 3:1 SLOPE
UNLESS OTHERWISE NOTED
SWALE/ROAD SIDE DITCH CONVEYANCE
(MAJOR SYSTEM)
PROPOSED OVERHEAD DOOR LIGHT
PROPOSED BUILDING ENTRANCE
NOTES:
1. ALL DISTURBED GRASSED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION OR
BETTER WITH SOD ON MIN 150mm TOPSOIL. THE RELOCATION OF TREES AND SHRUBS
SHALL BE SUBJECT TO APPROVAL BY THE PROJECT LANDSCAPE ARCHITECT.
2. ALL GRANULAR BASE AND SUB-BASE MATERIALS SHALL BE GRADED AND COMPACTED
TO 100% STANDARD PROCTOR MAXIMUM DRY DENSITY.
3. ALL BARRIER CURB WITHIN THE SITE TO BE CONSTRUCTED AS PER OPSD DETAIL
600.110, UNLESS OTHERWISE SPECIFIED.
4. ALL WORK SHALL BE SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF TOWN OF
COLLINGWOOD ROAD OCCUPANCY PERMIT.
5. INSPECTIONS: ALL WORK ON THE MUNICIPAL RIGHT OF WAY AND EASEMENTS TO BE
INSPECTED BY THE MUNICIPALITY PRIOR TO BACKFILLING. ALL WORK RELATING TO
WATERMAINS AND SEWERS TO BE INSPECTED BY THE TOWN OF COLLINGWOOD AS
REQUIRED.
6. REFER TO SITE PLAN FOR DIMENSIONS AND SITE DETAILS.
7. LAP JOINTS ARE TO BE USED WHERE PROPOSED ASPHALT MEETS EXISTING ASPHALT.
ALL JOINTS MUST BE SEALED.
8. TRANSITIONS WITHIN THE SUBGRADE WITHIN 1.2m FROM THE TOP OF PAVEMENT
SHOULD INCLUDE 3H:1V TRANSITIONS.
9. EMBANKMENTS TO BE SLOPED AT MAX. 3:1, UNLESS OTHERWISE SPECIFIED.
10. ALL PAVEMENT MARKING, LINE PAINTING, DIRECTIONAL LINES/ARROWS ETC. SHALL BE
PLACED IN ACCORDANCE WITH THE SITE PLAN. LINE PAINTING AND DIRECTIONAL
SYMBOLS SHALL BE APPLIED WITH MINIMUM OF TWO COATS OF ORGANIC SOLVENT
BASED PAINT IN ACCORDANCE WITH OPSS 1712.
11. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER 1 (ONE) SET OF AS
CONSTRUCTED SITE SERVICING AND GRADING DRAWINGS.
12. CONTRACTOR SHALL SUBMIT A SANITARY BY-PASS PUMPING PLAN TO THE
SATISFACTION OF THE ENGINEER PRIOR TO CONSTRUCTION.
ACCEPTED FOR
CONSTRUCTION
PER....................................
DATE..................................
50mm HL3 ASPHALT
50mm HL8 ASPHALT
150mm GRANULAR 'A'
200mm GRANULAR 'B'/BEDROCK
TYPICAL PARKING STRUCTURE
N.T.S.
EXISTING 100mm ASPHALT STRUCTURE
EXISTING GRANULAR BASE
(APPROXIMATE DEPTH SHOWN)
ASPHALT LAP JOINT TO BE EXTENDED
0.50m INTO THE EXISTING PARKING AREA
REMOVAL OF ASPHALT PAVEMENT
PARTIAL DEPTH OF 50mm, REPLACE
WITH 50mm HL3 SURFACE COURSE
ASPHALT TO MATCH INTO EXISTING
GRADE
150mm GRANULAR 'A' BASE
NATIVE MATERIAL BENEATH
GRANULAR SHOULDER
BASE (UNDISTURBED)
0.5
200mm GRANULAR 'B'
SUB-BASE
GRAN 'A'
GRAN 'B'
PAVEMENT LAP JOINT
DETAIL
RJB
N.T.S.
TBM ELEV. 181.64
TOP NUT OF FIRE HYDRANT NORTH WEST OF PROPOSED
BUILDING AND IMMEDIATELY SOUTH OF EXISTING BUILDING D
C
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100513418
JAN. 2, 2020
SITE LOCATION
CAP WITH LOCK
PROPOSED GROUND
CLEAR STONE FILL
38mmØ OR 50mmØ
PERFORATED PVC
TEST WELL OF 150mmØ
PIPE, ANCHORED
WITH REBAR
FILTER FABRIC
1.70m
1.7m WIDE x 1.6m LONG x 1.0m DEEP
SOAKAWAY PIT DIMENSION (MINIMUM)
SOAKAWAY DETAIL
N.T.S.
1.0m
MIN
0.3m
U
H
U
H
U
H
U
H
U
H
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH UH
UH UH
UH
UH UH
UH UH
UH
UH UH
UH UH
UH
UH UH
UH UH
UH
UH UH
UH UH
UH
UH UH
UH UH
UH
UH UH
UH UH
UH
UH UH
UH UH
UH
UH UH
UH UH
UH
UH UH
UH
UH
UH
UH
U
H
UH
UH
UH
UH
UH
UH
U
H
U
H
UH
UH
UH
UH
UH
UH
U
H
UH
UH
UH
UH
UH
UH
U
H
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
U
H
U
H
UH
UH
UH UH UH UH
UH UH
UH
UH
UH
UH
UH
UH
UH UH UH UH
UH UH
UH
UH
UH
UH
UH
UH
UH UH UH UH
UH UH
UH
UH
UH
UH
UH
UH
UH UH UH UH
UH UH
UH
TBM
EX PARKING
TO REMAIN
(TYP.)
EX PARKING
TO REMAIN
(TYP.)
PROPOSED
BUILDING
DELIVERY
SPACE
HYD.
VB
EXISTING SANITARY
SEWER TO BE REMOVED
EX
. C
O
N
C
R
ET
E S
ID
EW
ALK
E
X
. C
O
N
C
R
E
T
E
S
ID
E
W
A
LK
E
X
. C
U
R
B
E
X
. C
E
N
T
E
R
L
IN
E
O
F
R
O
A
D
E
X
. C
R
O
S
S
W
A
L
K
EX
. C
RO
SS
WA
LK
EX. CURB
EX. CURB
EX. CURB
E
X
. C
U
R
B
E
X
. C
U
R
B
E
X
. C
U
R
B
E
X
.
C
U
R
B
EX. DCBMH
N INV = 178.72
E INV = 178.84
W INV = 178.72
EX. STC 6000
TOP = 180.60
E INV = 178.90
W INV = 178.87
EX. CBMH
TOP = 180.35
INV = 178.93
EX. MH
TOP = 180.47
INV = 178.99
EX. MH
TOP = 180.50
SW INV = 179.00
NE INV = 179.08
E INV = 179.08
EX. CBMH
TOP = 180.25
NW INV = 179.10
E INV = 179.14
EX. CB
TOP = 180.25
INV = 179.24
EX. SAN MH
SE INV = 179.20
NW INV = 179.29
EX. SAN MH
E INV = 178.87
NW INV = 178.93
EX. 48.0m - 375mmØ HDPE STM @ 0.25%
E
X
.
4
3
.
0
m
-
4
5
0
m
m
Ø
H
D
P
E
S
T
M
@
0
.
2
5
%
EX. 22.0m
- 450m
m
ØH
D
PE
S
TM
@
0.25%
EX. 7.0m - 525mmØ
HDPE STM @ 0.40%
EX. 5.0m - 525mmØ
HDPE STM @ 0.40%
E
X
.
2
7
.
0
m
-
4
5
0
m
m
Ø
H
D
P
E
S
T
M
@
0
.
2
5
%
E
X
.
5
6
.
5
m
-
2
0
0
m
m
Ø
P
V
C
S
A
N
@
0
.
5
0
%
EX. 8.9m - 150mmØ
PVC SAN TO REMAIN
EX. 55.0
m - 200mm
Ø PVC
SAN @
0.50%
EX. DCBMH
EX. 200mmØ WATERMAIN
E
X
.
2
0
0
m
m
Ø
P
V
C
D
R
1
8
W
A
T
E
R
M
A
I
N
EX. WM OBV = 178.60
EX. WM OBV = 178.60
EX. CROSSING
WM OBV = 178.60
SAN INV = 179.17
EXISTING SANITARY MH
TO BE REMOVED
EXISTING SANITARY
SEWER TO BE REMOVED
PROP. SAN MH
TOP = 180.84
W INV = 179.01
S INV = 178.95
PROP. SAN MH
TOP = 180.95
EX. E INV = 178.86
N INV = 178.92
W INV = 178.89
5
5
.
9
m
-
2
0
0
m
m
Ø
P
V
C
S
A
N
@
0
.
4
0
%
8.0m - 200mm
Ø PVC
SAN @
0.40%
PIPE CROSSING
WM OBV = 178.60
SAN INV = 179.10
Δ = 0.50
2.3m - 100mmØ PVC SAN
SERVICE @ MINIMUM 1.00%
INLET SEDIMENT CONTROL
DEVICE TO BE INSTALLED IN
CATCHBASIN AS PER DETAIL
45° BEND
45° BEND
PROPOSED 200x150mm TEE
50mmØ COPPER WATER
SERVICE CONNECTION
EXISTING SANITARY MH
TO BE REMOVED AND
REPLACED
PROP. SAN MH
TOP = 180.55
SE INV = 179.23
NW INV = 179.29
m
EXISTING FIRE ROUTE, CURB
AND DISTURBED AREAS
FROM SERVICING WORKS TO
BE REINSTATED AS PER
EXISTING CONDITION
MAX. SANITARY FLOW
FROM BUILDING = 1.51 L/s
CS
VB
PROPOSED HYDRANT AS
PER OPSD 1105.010
PROPOSED BUILDING ROOF
LEADER TO CONNECT
DIRECTLY TO EXISTING
CATCHBASIN
E INV = 179.30
LS
HYD.
CONTRACTOR TO MAINTAIN MINIMUM ONE TRAVEL
LANE ALONG FIRE ROUTE DURING INSTALLATION OF
SANITARY SEWER TO ALLOW EMERGENCY VEHICLES
ACCESS AT ALL TIMES. CONSTRUCTION TO TAKE
PLACE OUTSIDE OF THEATRE OPERATIONAL HOURS
PROPOSED WATER SERVICE
CONNECTION TO BE LIVE
TAP AS PER OPSD 1104.020
PROPOSED 150mmØ
WATERMAIN
VB
15.5m - 150mmØ BUILDING ROOF
LEADER @ 1.00% TO BE INSULATED
AS PER OPSD 1109.030
BLDG INV = 179.46
E
X
E
LE
C
T
R
IC
A
L
No. Issue / Revision Date Auth.
0 ISSUED FOR FIRST SUBMISSION 6/21/2019 CAS
1 ISSUED FOR SECOND SUBMISSION 10/29/2019 CAS
2 ISSUED FOR THIRD SUBMISSION 1/2/2020 CAS
3 Ronell Crescent,
Collingwood, Ontario, L9Y 4J6
telephone (705) 446-0515
fax (705) 446-2399
KEY PLAN
SCALE: N.T.S.
File: \\C
OLLIN
GW
OO
D\S
hared W
ork A
reas\044364 - B
lue M
ountain C
enter\03_P
roductionD
wg\044364 - S
ervicing P
lan.dw
g D
ate P
lotted: January 2, 2020
- 2:35 P
M
0 5.0 10.0 15.0m
1:250
1. This drawing is the exclusive property of R. J. Burnside & Associates Limited. The reproduction of
any part without prior written consent of this office is strictly prohibited.
2. The contractor shall verify all dimensions, levels, and datums on site and report any discrepancies
or omissions to this office prior to construction.
3. This drawing is to be read and understood in conjunction with all other plans and documents
applicable to this project.
Notes
Contract No.
Drawing No.
Drawing Title
Drawn DesignedChecked Checked
Client
Date
Revision No.
Scale
Project No.
R.J. Burnside & Associates Limited
web www.rjburnside.com
NOT FOR CONSTRUCTION
NORTH AMERICAN DEVELOPMENT GROUP
2851 JOHN STREET, SUITE ONE
MARKHAM, ONTARIO
L3R 5R7
BLUE MOUNTAIN CENTER
SERVICING PLAN
AJO CAS CAS JABO 16/06/12
300044364 0
C102
ACCEPTED FOR
CONSTRUCTION
PER....................................
DATE..................................
TBM ELEV. 181.64
TOP NUT OF FIRE HYDRANT NORTH WEST OF PROPOSED
BUILDING AND IMMEDIATELY SOUTH OF EXISTING BUILDING D
C
P
R
O
V
I
N
A
R
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OF
O
N
T
I
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RE
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100513418
JAN. 2, 2020
SITE LOCATION
SANITARY SEWER/MANHOLE
SANITARY SINGLE HOUSE CONNECTION AND CLEANOUT
STORM SEWER/MANHOLE
HYDRANT & VALVE
TEE
VALVE & BOX
WATERMAIN
STORM SINGLE HOUSE CONNECTION
CB
SINGLE CATCHBASIN/REAR LOT CATCHBASIN
DCB
DOUBLE CATCHBASIN
VALVE IN CHAMBER
LIGHT STANDARD
TRANSFORMER
WATER SAMPLING STATION
WATER SERVICE CONNECTION AND CURB STOP
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATERMAIN
LIMIT OF CONSTRUCTION
LIMIT OF SUBDIVISION
CURB DEPRESSION
MAILBOX PAD
BELL PEDESTAL
WATERMAIN CAP AND BLOWOFF
LEGEND
STORM DOUBLE HOUSE CONNECTION
ELECTRICAL DUCT BANK
PROPOSED OVERHEAD DOOR LIGHT
1" REBAR FOR BAG
REMOVAL FROM INLET
EXPANSION
RESTAINT (1/4"
NYLON ROPE, 2"
FLAT WASHERS)
1" REBAR FOR BAG
REMOVAL FROM INLET
L
E
N
G
T
H
=
L
SILT SACK
DUMP STRAP
D
E
P
T
H
=
D
W
I
D
T
H
=
W
DUMP STRAP
2 EACH DUMP
STRAPS
NOTES:
1. CHECK AND MAINTAIN WEEKLY.
2. CONTRACTOR TO MAINTAIN SUPPLY
ON-SITE.
INLET SEDIMENT CONTROL DEVICE
N.T.S.
m
PROPOSED WATER METER
RESTORATION NOTES:1. ROADWAY TO BE RESTORED TO MATCH EXISTING GRADES WITH A
PAVEMENT LAP JOINT AS PER DETAIL ON DWG C101 TO THEFOLLOWING MINIMUM SPECIFICATION:
ROAD CONSTRUCTION50mm HL3 SURFACE50mm HL8 BASE150mm GRANULAR 'A'200mm GRANULAR 'B'
NOTE: ROADWAY IN FIRE ROUTE TO BE RESTORED AS PER EXISTINGGRANULAR AND ASPHALT DEPTHS
2. BOULEVARDS TO BE RESTORED WITH MINIMUM 150mm SCREENEDTOPSOIL AND NURSERY SOD
SANITARY SEWER NOTES:1. SANITARY SEWER WITH LESS THAN 1.6m COVER TO OBVERT ARE TO BEINSULATED AS PER OPSD 1109.0302. ALL SANITARY SEWER MH'S TO BE INSTALLED AS PER OPSD 701.0103. ALL SANITARY SEWER PIPES TO BE INSTALLED AS PER OPSD 802.010
WATER SERVICE NOTES:1. TESTABLE BACK FLOW PREVENTERS ARE REQUIRED AND SHALL BEINSTALLED AND CERTIFIED BY THE DEVELOPER. A COPY OF THE CERTIFICATEOF PASSING SHALL BE PROVIDED TO THE TOWN WATER DEPARTMENT2. WATER SERVICE CONNECTION TO BE INSTALLED AS PER OPSD 1104.0203. WATER SERVICES WITH LESS THAN 1.7m COVER TO OBVERT ARE TO BEINSULATED AS PER OPSD 1109.030
No. Issue / Revision Date Auth.
0 ISSUED FOR FIRST SUBMISSION 6/21/2019 CAS
1 ISSUED FOR SECOND SUBMISSION 10/29/2019 CAS
2 ISSUED FOR THIRD SUBMISSION 1/2/2020 CAS
3 Ronell Crescent,
Collingwood, Ontario, L9Y 4J6
telephone (705) 446-0515
fax (705) 446-2399
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NOT TO SCALE
1. This drawing is the exclusive property of R. J. Burnside & Associates Limited. The reproduction of
any part without prior written consent of this office is strictly prohibited.
2. The contractor shall verify all dimensions, levels, and datums on site and report any discrepancies
or omissions to this office prior to construction.
3. This drawing is to be read and understood in conjunction with all other plans and documents
applicable to this project.
Notes
Contract No.
Drawing No.
Drawing Title
Drawn DesignedChecked Checked
Client
Date
Revision No.
Scale
Project No.
R.J. Burnside & Associates Limited
web www.rjburnside.com
NOT FOR CONSTRUCTION
NORTH AMERICAN DEVELOPMENT GROUP
2851 JOHN STREET, SUITE ONE
MARKHAM, ONTARIO
L3R 5R7
BLUE MOUNTAIN CENTER
NOTES & DETAILS
AJO CAS CAS JABO 19/06/12
300044364 0
C103
ACCEPTED FOR
CONSTRUCTION
PER....................................
DATE..................................
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JAN. 2, 2020