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

P

R

O

V

I

N

A

R

E

OF

O

N

T

I

O

O

C.A. SCOBIE

E

S

N

EC

IL

R

P

D

S

E

F

S

L

A

N

OI

N

RE

E

N

I

G

E

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

E

OF

O

N

T

I

O

O

C.A. SCOBIE

E

S

N

EC

IL

R

P

D

S

E

F

S

L

A

N

OI

N

RE

E

N

I

G

E

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

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DATE..................................

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JAN. 2, 2020