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

File: \\C

OLLIN

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ervicing P

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lotted: January 2, 2020

- 2:35 P

M

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..................................

C

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R

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OF

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E

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IL

R

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D

S

E

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S

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A

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N

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100513418

JAN. 2, 2020

1

8

0

.

2

8

1

8

1

.

1

1

1

8

1

.

1

1

181

1

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1

180.3

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0

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1

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0

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L-2

LANDSCAPE PLAN

N:\Y378\Landscape Drawings\CU- Blue Mountain Centre - Sleep Country\Landscape\2020\January\Y378CU - Landscape Plan - 01-22-20.dwg

File Name

Project

Stamp

File No.

Y378 CU

Checked By

NM/JD

Other

1:150

Drawn By

PD

Date

June 2019

Plan Scale

Revision No. By

Date Issued / Revision

Dwg No.

L-1

L-1

1 PD

June 26, 2019 Issued for SPA

PLANNINGURBAN DESIGN& LANDSCAPEARCHITECTUREMHBC PLANNING

230-7050 WESTON ROADWOODBRIDGE, ON, L4L 8G7P: 905 761 5588 F: 905 761 5589WWW.MHBCPLAN.COM

nort

h

Do not scale the drawings. All dimensions are in millimetres unless noted otherwise.

This drawing is to be used for development approval only. For layout of all work refer

to construction drawings.

The contractor is to be aware of all existing and proposed services and utilities. The

contractor is responsible for having all underground services and utility lines staked

by each agency having jurisdiction prior to commencing work.

The contractor shall check and verify all existing and proposed grading and conditions

on the project and immediately report any discrepancies to the consultant before

proceeding with any work.

Do not leave any holes open overnight.

This drawing is to be read in conjunction with the survey prepared by the project

architect and project engineer.

This drawing is Copyright MHBC, 2020.

General Notes

Keep area outside construction zone clean and useable by others at all times.

Contractor shall throughly clean areas surrounding the construction zone at the end

of each work day.

Contractor to make good any and all damages outside of the development area that

may occur as a result of construction at no extra cost.

Final location of the street trees to be determined on site by the Landscape Architect

based on final locations of utilities. All boulevard deciduous trees shall have rodent

protection collars installed at initial planting.

ISSUED FOR SPA ONLY

NOT FOR CONSTRUCTION

PROPOSED CONTINUOUS SHRUB

SODDED AREA

PLANT KEY

DETAIL KEY

LEGEND

##-##

L-?

/PERENNIAL BED

SOD

CONCRETE PAVING

CSW

REFER TO DETAIL 4 SHEET L-1

EXISTING DECIDUOUS TREE TO REMAIN

PROPERTY LINE

2 CC

September 16, 2019 Issued for SPA

3 CC

October 24, 2019 Issued for SPA

Botanical NameKey qty. Common Name Cal. Ht./Sp. Cond.

PLANT LIST

PERENNIALS & GRASSES

CONIFEROUS SHRUBS

Hicks YewTaxus x media 'Hicksii'14tmh100cm

Daylily

hes

Hemerocallis ‘Stella de Oro’75 60cm oc 1.gal pot

DECIDUOUS SHRUBS

80cm19 Annabelle Hydrangea

haa

Hydrangea arborescens 'Annabelle'

Purple Coneflower

ecp

Echinacea purpurea38 60cm oc 1.gal pot

Feather Reed Grass

cak

Calamagrostis 'karl foerster'189 60cm oc 1.gal pot

English Lavandar

la

Lavandula angustifolia 'Hidcote Blue' 8 60cm oc 1.gal pot

80cm72 Goldmound Spirea

sjg

Spiraea japonica 'Goldmound'

DECIDUOUS TREES

Autumn Blaze MapleAcer x freemanii 'Autumn Blaze2AFW.B70 mm

3.gal pot

3.gal pot

3.gal pot

PROPOSED DECIDUOUS TREE

BENCH

BIKE RING

6 MOUNTAIN ROAD

FIRST STREET EXT. & BALSAM

STREET

COLLINGWOOD, ONTARIO

Ivory Silk LilacSyringa reticulata 'Ivory Silk'6SRW.B70 mm

80cm1 Rose of Sharon

hs

Hibiscus syriacus 'Minerva'3.gal pot

4 CC

December 20, 2019 Issued for SPA

Red OakQuercus Rubra1QRW.B70 mm

5 CC

January 23, 2020 Issued for SPA

TO REMAIN

EXISTING SHRUBS

EXISTING SHRUBS TO REMAIN

LANDSCAPE DETAILS

File Name

Project

Stamp

File No.

Y378 CU

Checked By

NM/JD

Other

AS NOTED

Drawn By

PD

Date

June 2019

Plan Scale

Revision No. By

Date Issued / Revision

Dwg No.

L-2

1 PD

June 26, 2019 Issued for SPA

PLANNINGURBAN DESIGN& LANDSCAPEARCHITECTUREMHBC PLANNING

230-7050 WESTON ROADWOODBRIDGE, ON, L4L 8G7P: 905 761 5588 F: 905 761 5589WWW.MHBCPLAN.COM

Do not scale the drawings. All dimensions are in millimetres unless noted otherwise.

This drawing is to be used for development approval only. For layout of all work refer

to construction drawings.

The contractor is to be aware of all existing and proposed services and utilities. The

contractor is responsible for having all underground services and utility lines staked

by each agency having jurisdiction prior to commencing work.

The contractor shall check and verify all existing and proposed grading and conditions

on the project and immediately report any discrepancies to the consultant before

proceeding with any work.

Do not leave any holes open overnight.

This drawing is to be read in conjunction with the survey prepared by the project

architect and project engineer.

This drawing is Copyright MHBC, 2020.

General Notes

Keep area outside construction zone clean and useable by others at all times.

Contractor shall throughly clean areas surrounding the construction zone at the end

of each work day.

Contractor to make good any and all damages outside of the development area that

may occur as a result of construction at no extra cost.

Final location of the street trees to be determined on site by the Landscape Architect

based on final locations of utilities. All boulevard deciduous trees shall have rodent

protection collars installed at initial planting.

ISSUED FOR SPA ONLY

NOT FOR CONSTRUCTION

N.T.S.

L-2

L-2L-2

N.T.S.

L-2

L-2

L-2

2 CC

September 16, 2019 Issued for SPA

3 CC

October 24, 2019 Issued for SPA

6 MOUNTAIN ROAD

FIRST STREET EXT. & BALSAM

STREET

COLLINGWOOD, ONTARIO

TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAILTYPICAL DETAILREFERENCE OPSS 351 AND OPSS.MUNI 1010 FOR MINIMUM SPECIFICATION STANDARDS FOR CONCRETE AND GRANULAR BASE

TYPICAL DETAILTOTAL UNITS ON SITE: 2

TYPICAL DETAILTOTAL UNITS ON SITE: 4

N.T.S.

N.T.S.

N.T.S.

N.T.S.

4 CC

December 20, 2019 Issued for SPA

NOTE:

PLEASE SEE OPSS 351 AND OPSS.MUNI 1010 FOR

MINIMUM SPECIFICATION STANDARDS FOR

CONCRETE AND GRANULAR BASE.

5 CC

January 23, 2020 Issued for SPA

X

X

X

X

X

X

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X

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X

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X

X

X

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X

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X

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X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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X

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X

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X

X

X

X

X

X

X

X

X

X

X

X

2

TI-1

KEY PLAN

NO

RT

H

SUBJECT SITE

N.T.S.

TREE INVENTORY, REMOVALS, AND

PROTECTION PLAN

TREE INVENTORY, REMOVALS, AND PROTECTION PLAN1 1:150TI-1

TI-1

NORTH

LEGEND

FILE NAME

6 MOUNTAIN ROAD

FIRST STREET EXT. & BALSAM

STREET

COLLINGWOOD, ONTARIO

PROJECT

STAMP

FILE NO.

Y378CU

CHECKED BY

N.M/J.D

OTHER

1:150

DRAWN BY

CC

DATE

AUGUST, 2019

PLAN SCALE

REVISION NO. BY

DATE ISSUED / REVISION

DWG NO.

230-7050 WESTON ROAD WOODBRIDGE, ON, L4L 8G7 | P: 905 761 5588 F: 905 761 5589 | WWW.MHBCPLAN.COM

PLANNINGURBAN DESIGN& LANDSCAPEARCHITECTUREMHBC

ISSUED FOR SPA ONLY

NOT FOR CONSTRUCTION

GENERAL NOTES

1. CC

AUGUST 29, 2019 ISSUED FOR REVIEW

1 2 3

4

18

17

16 15 14

5

6

7

8

9

10

13

12

11

EXISTING DECIDUOUS TREE TO REMAIN

EXISTING TREETO BE REMOVED (DECIDUOUS / CONIFEROUS)

#

#

TREE IDENTIFICATION KEY(TREES TO BE RETAINED)

TREE IDENTIFICATION KEY(TREES TO BE REMOVED)

BALSAM ST.

FIRST ST EXT.

OLD MOUNTAIN RD. ELM ST.

SPRUCE ST.

HIGH ST.

CAMBRIDGE ST.

X X TREE PROTECTION FENCE

TREE PROTECTION FENCE2TI-1

2. CC

SEPTEMBER 13, 2019 ISSUED FOR SPA

3. CC

OCTOBER 24, 2019 ISSUED FOR SPA

TYPICAL DETAIL

TREE INVENTORY NOTES

N.T.S

4. CC

DECEMBER 20, 2019 ISSUED FOR SPA

TREE PROTECTION NOTES

1. INSTALL THE PROTECTIVE FENCE BARRIER AT OR OUTSIDE THE DRIPLINE OF

PROTECTED TREES, WHICH IS DEFINED AS THE CIRCLE THAT COULD BE DRAWN ON

THE SOIL AROUND A TREE DIRECTLY UNDER THE TIPS OF ITS OUTERMOST AND

WIDEST BRANCHES.

2. OBTAIN TOWN APPROVAL OF THE FENCE LAYOUT PRIOR TO COMMENCING REMOVALS

WORK.

3. NO CONSTRUCTION ACTIVITY, INCLUDING GRADE CHANGES, EXCAVATIONS, ROOT

CUTTING, STORAGE OF MATERIALS OR FILL, MOVEMENT/STORAGE OF VEHICLES, OR

SURFACE TREATMENTS OF ANY KIND ARE PERMITTED WITHIN THE TREE PROTECTION

AREAS.

4. PROTECT VEGETATION AND ROOTS SYSTEMS FROM DAMAGE, COMPACTION, AND

CONTAMINATION RESULTING FROM CONSTRUCTION AND KEEP FREE OF

CONSTRUCTION MATERIAL AND DEBRIS

5. CLEANLY CUT ALL ROOTS OUTSIDE TREE PROTECTION AREAS THAT BECOME

EXPOSED DURING CONSTRUCTION.

6. PROTECTIVE FENCE BARRIERS MUST REMAIN IN EFFECTIVE CONDITION UNTIL ALL

SITE ACTIVITIES INCLUDING LANDSCAPING ARE COMPLETED.

JANUARY 23, 2020ISSUED FOR SPA

CC5.

EXISTING SHRUBS TO REMAIN

TO REMAIN

EXISTING SHRUBS