3.0m WIDE TRAIL (TYPICAL)

2% CROSS

SLOPE

TOPSOIL

AND SEED

FINISHED GRANULAR TRAIL

SURFACE. TRAIL SHOULDER

(BASE) TO EXTEND A MINIMUM

OF 150mm BEYOND EDGE OF

TRAIL SURFACE

TRAIL SURFACING:

150mm DEPTH OF 12mm MINUS

STONEDUST COMPACTED TO

98% SPD

TOP OF TRAIL TO BE

25-50mm ABOVE

SURROUNDING GRADE

TRAIL BASE: 200mm DEPTH OF

GRANULAR 'B', COMPACTED TO

98% S.P.D. PROVIDE ADDITIONAL

DEPTH OF OF GRANULAR 'B' IN

LOCALIZED AREAS AS

NECESSARY TO INCREASE BASE

STABILITY.

4.20m WIDE CLEARING WIDTH

3.0

m C

LE

AR

IN

G H

EIG

HT

0.6m CLEAR ZONE

0.3m (MINIMUM)

0.6m CLEAR ZONE

0.3m (MINIMUM)

EXISTING

SUBGRADE

DRAINAGE

SWALE

MAXIMUM LONGITUDINAL (RUNNING) SLOPE ON 3.0M WIDE

TRAILS TO BE 1 IN 20 (5%). CONTRACTOR TO MAKE MINOR

ADJUSTMENTS TO ALIGNMENT ON SITE AS NECESSARY TO

ENSURE MAIN TRAILS DO NOT EXCEED 5%.

DRAINAGE

SWALE

3.0m TRAIL

REFER TO0.6m

(MIN)

CLEAR ZONE

0.6m

(MIN)

CLEAR ZONE

BLEND TO SURROUNDING GRADE

NEW BACK SLOPE (MAXIMUM 2:1) REFER

TO lL-100 FOR SEEDING DETAILS

ORIGINAL SLOPE/GRADE

BUILD UP SLOPE, COMPACT,

ADD SOIL & SEED

REVEGETATE SLOPE BEYOND

CLEAR ZONE REFER TO L-100

FOR SEEDING DETAILS

1-2% OUTSLOPE ON TRAIL

TRAIL SURFACING:

100mm DEPTH OF 12mm MINUS

CRUSHED LIMESTONE

COMPACTED TO 98% S.P.D.

EXISTING TREES

AND SHRUBS TO

BE RETAINED

REFER TO 5/L-500 - 7/L-500 FOR

DETAILS REGARDING TRAIL

BENCHING ON SLOPES

DRAINAGE

SWALE

3.0m WIDE TRAIL (TYPICAL)

2% CROSS

SLOPE

DRAINAGE

SWALE

SHOULDER WIDTH

VARIES

FINISHED GRANULAR TRAIL

SURFACE. TRAIL SHOULDER

(BASE) TO EXTEND A MINIMUM

OF 150mm BEYOND EDGE OF

TRAIL SURFACE

TRAIL SURFACING:

150mm DEPTH OF 12mm MINUS

STONEDUST COMPACTED TO 98%

SPD

TOP OF TRAIL TO BE

25-50mm ABOVE

SURROUNDING GRADE

150mm DEPTH OF GRANULAR 'B',

COMPACTED TO 98% S.P.D.

4.20m WIDE CLEARING WIDTH

3.0m

C

LE

AR

IN

G H

EIG

HT

0.6m CLEAR ZONE

0.3m (MINIMUM)

0.6m CLEAR ZONE

0.3m (MINIMUM)

EXISTING SUBGRADE

EXISTING GRANULAR BEDDING FROM FORMER

ACCESS ROAD ON SITE. DEPTH AND

COMPOSITION VARIES. SCRAPE AND LEVEL

EXISTING BASE TO REMOVE ORGANIC

MATERIAL AND ELIMINATE LOW SPOTS.

COMPACT TO 98% SPD PRIOR TO PLACING

GRANULAR 'B'

MAXIMUM LONGITUDINAL (RUNNING) SLOPE ON 3.0M WIDE

TRAILS TO BE 1 IN 20 (5%). CONTRACTOR TO MAKE MINOR

ADJUSTMENTS TO ALIGNMENT ON SITE AS NECESSARY TO

ENSURE MAIN TRAILS DO NOT EXCEED 5%.

DRAINAGE

SWALE

1

3

3

.

5

0

133.0

0

132.50

132.00

5000mm

750mm

S

L

O

P

E

SLO

PE

750mm NATURAL SURFACE TRAIL

750mm NATURAL SURFACE PASSING ZONE: 5000mm LONG X

750mm WIDE WITH SAME SURFACE/CONSTRUCTION

MATERIALS AS TRAIL. PASSING ZONES TO BE SPACED 50m

(+/-) ALONG LENGTH OF NATURAL SURFACE TRAIL AND

CONSTRUCTED ON THE UP-SLOPE SIDE OF THE TRAIL

750mm

0.3m

(MIN)

CLEAR ZONE

NEW BACK SLOPE (MAX. 2:1)

REFER TO L-100 FOR SEEDING NOTES

ORIGINAL SLOPE/GRADE

BUILD UP SLOPE, COMPACT, ADD SOIL & SEED

2%

NOTE: TRAIL SURFACE TO BE COMPOSED OF NATIVE SOIL, SHAPED

AND COMPACTED IN SITU. MIX NATIVE SOIL WITH 50% GRANULAR 'A'

BY VOLUME IN LOCATIONS WHERE ADDED STABILITY IS REQUIRED.

EXACT LOCATIONS REQUIRING ADDITIONAL STABILIZATION TO BE

DETERMINED ON SITE DURING CONSTRUCTION

0.3m

(MIN)

CLEAR ZONE

EXISTING TREES

AND SHRUBS TO

BE RETAINED

REFER TO 5/L-500 - 7/L-500 FOR

DETAILS REGARDING TRAIL

BENCHING ON SLOPES

CAP

(DEPTH VARIES)

ORIGINAL SLOPE (VARIES,

TYPICAL MAXIMUM 3:1)

FILL (MAXIMUM

2:1 SLOPE)

NEW BACKSLOPE (MAXIMUM 2:1)

LANDFILL /

BELOW CAP

TRAIL

CLEAR

ZONE

CLEAR

ZONE

0.5M MINIMUM DEPTH TO

LANDFILL. WHERE MINIMUM

CANNOT BE ACHIEVED REFER

TO DETAILS FOR ZERO BENCH

TRAIL CONSTRUCTION 7/L-500

1.00

ORIGINAL SLOPE (VARIES,

TYPICAL MAXIMUM 3:1)

CAP

(DEPTH VARIES)

FILL (MAXIMUM

2:1 SLOPE)

NEW BACKSLOPE (MAXIMUM 2:1)

LANDFILL /

GARBAGE

TRAIL

CLEAR

ZONE

CLEAR

ZONE

0.5M MINIMUM DEPTH TO

LANDFILL. WHERE MINIMUM

CANNOT BE ACHIEVED REFER

TO DETAILS FOR HALF BENCH

TRAIL CONSTRUCTION 6/L-500

NOTE:

REFER TO TEST PIT KEY PLAN SK-1

APPENDED TO CONTRACT DOCUMENT

FOR DETAILS OF LANDFILL COVER

DEPTH

CAP

(DEPTH VARIES)

ORIGINAL SLOPE (VARIES, TYPICAL

MAXIMUM 3:1)

FILL (MAXIMUM 2:1 SLOPE) & SOURCED

FROM TRAIL EXCAVATIONS ON SITE

LANDFILL /

BELOW CAP

TRAIL

CLEAR

ZONE

CLEAR

ZONE

YY

/M

M/D

D

I:\jo

bs\2

01

7\B

ea

re

H

ill P

ark\D

ra

win

gs\B

ea

re

H

ill P

ark_

A3

- O

cto

be

r 2

3, 2

01

8.d

wg

DRAWING TITLE:

KEY MAP

STAMPSTAMP

DRAWN

PROJECT NUMBER

SCALE

DESIGNED

DWG. NUMBER

DATE

CHECKED

JC/IG NM JC/IG

OCTOBER 2018

16M-00363-01

L-500

VARIES

LEGEND

N

O

T

FO

R

C

O

N

S

T

R

U

C

T

I

O

N

REVISION/ISSUED BYDATENO APPD

FOR MNRF REVIEW NM10/24/171 JC

2

3

INTERNAL REVIEW NM12/01/17 JC

INTERNAL REVIEW NM03/02/18 JC

4 SUBMITTED TO CITY NM08/27/18 JC/IG

5

SUBMITTED TO CITY

PROCUREMENT

NM09/24/18 JC

6 SUBMIT TO CITY NM09/26/18 JC/IG

7 ISSUED FOR ADDENDUM 3 CB

10/23/2018

JC/IG

7

DETAILS

BEARE HILL PARK

PROJECT TITLE:

CLIENT:

SITE ADDRESS:

CITY OF TORONTO

PARKS, FORESTRY AND RECREATION

8145 FINCH AVENUE EAST

TORONTO, ON

Landscape Architecture

582 Lancaster Street West

Kitchener, ON N2K 1M3

t. 519-743-8777

www.wsp.com

NTS

3.0m WIDE MULTI-USE TRAIL WITH NEW BASE (TYPICAL)1

L-500

NTS

3.0m MULTI-USE TRAIL ON FORMER ACCESS ROAD (TYPICAL)2

L-500

NTS

NATURAL SURFACE TRAIL PASSING AREA (TYPICAL)3

L-500

NTS

NATURAL SURFACE TRAIL (TYPICAL)4

L-500

NTS

HALF BENCH TRAIL CONSTUCTION FOR 3.0m & 0.75m WIDE TRAILS 6

L-500

NTS

FULL BENCH - TRAIL CONSTUCTION FOR 3.0m & 0.75m WIDE TRAILS5

L-500

NTS

ZERO BENCH - TRAIL CONSTUCTION7

L-500

(TYPICAL APPROACH FOR 0.75m WIDE TRAILS)

(TYPICAL FOR 3.0 WIDE TRAILS)

7

7

7

7

7

7

7

7

RIVET EVERY 400mm

63.5 x 63.5 x 9.0mm THICK CORTEN

STEEL ANGLE x2 - RIVETED

TOGETHER EVER 400mm

150 x 50 DOUGLAS FIR - ACTUAL

DIMENSION ROUGH SAWN

TAMPER PROOF BOLT WITH

WASHER - GALVANIZED STEEL

63.5 X 63.5 X 9.0MM THICK CORTEN

STEEL ANGLE X2 - RIVETED

TOGETHER EVER 400MM

TAMPER PROOF BOLT WITH

WASHER - GALVANIZED STEEL

150 X 50 DOUGLAS FIR - ACTUAL

DIMENSION ROUGH SAWN

BASED ON DETAIL DEVELOPED

BY MARK SCHOLLEN AND

ASSOCIATES FOR THE CITY OF

TORONTO PARKS, FORESTRY AND

RECREATION

2000

10

70

12

00

M

IN

.

6464

9

64

600

GRANULAR

PATHWAY

NATIVE BACKFILL OVER CULVERT

COMPATED TO 95% S.P.D.

3:1 MAX. SLOPE OVER 100mm MIN.

TOPSOIL

SUBGRADE COMPACTED TO 98% S.P.D.

300mm DIA. HDPE PIPE CULVERT, MIN. 1% SLOPE.

FLEXIBLE PIPE EMBEDMENT AND BACKFILL EARTH

EXCAVATION PER OPSD-802.010.

MIN. 300mm GRANULAR BASE UNDER GRANULAR

PATHWAY OVER CULVERT.

NOTES:

INSTALL WITH COLLAR BOLTS BURIED IN GRADE.

CULVERT TO BE 300 O.D. MINIMUM SIZE.

ALL DIMENSIONS GIVEN IN MILLIMETRES.

150

300

300

100

300mm RIVER STONE

AT INLET AND OUTLET

OF CULVERT

HDPE BOSS 2000 OR APPROVED EQUAL.

SEEDED SHOULDER

SECTIONPLAN VIEW

CULVERT OUTLETS

SUPPLY AND INSTALL

150mm-300mm DIA. RIVER

STONES AT CULVERT INLET

AND OUTLET FOR ENERGY

DISSIPATION AND EROSION

PROTECTION

TRAIL BED

INSTALL CULVERT UNDER TRAIL

SWALE

NOTE:

NEW CULVERTS UNDER

TRAIL IN LOCATIONS AS

INDICATED. CULVERT

DIAMETER AND LENGTH

AS INDICATED. TYPICAL

CULVERT SLOPE 1%

CULVERT SLOPE NOT

TO EXCEED 2%

SWALE

HDPE PIPE

END SECTION PER OPSD

801.020

3:1 SODDED SLOPE TO CULVERT

AND SWALE INVERT

300MM DIA HDPE CULVERT

@ MIN. 1.0% SLOPE.

300mm RIVERSTONE

AT INLET AND OUTLET

OF CULVERT

1.50

1.20

4.00

1.20 O.C.

MIN. 150mmØ INTERMEDIATE WOOD

PEELED CEDAR POSTS @ 5.0m

EMBEDDED APPROX. 1.2m DEEP

MIN. 75mmØ

CEDAR STAKES

OR METAL T-BAR

POSTS

MIN. 8 WIRE PAIGE FENCE

(1066mm HEIGHT) CONFORMING

TO CSA STANDARD G42.

FASTEN TO POSTS AND STAKES

WITH MIN. 4mm GALV. STAPLES

WITH DRIVING LENGTH OF

45mm MIN.

MIN. 200mmØ WOOD CEDAR POST FOR END AND BRACE POST.

EMBEDDED 1200mm MIN. BRACE PANELS SHALL BE LOCATED ON

AVERAGE EVERY 200m OR ENDS OF FENCING AND PLACED IN

LOCATIONS TO SUIT TOPOGRAPHY

BRACE WIRE SHALL CONSIST OF 4

STRANDS OF 3.5mm GALV. SOFT STEEL

TENSIONED

CEDAR WOOD BRACE SHALL

BE MIN. OF 75mmØ

SLOPE TOP OF POSTS

WOOD BRACE

WIRE MESH

PEELED CEDAR POST

BRACE WIRE

FINISHED GRADE

0.15

1.05

0.20

BOTTOM OF WIRE FENCE 0.2m +/-

ABOVE SURROUNDING GRADE TO

ACCOUNT FOR TOPOGRAPHIC

VARIATION AND ENABLE WILDLIFE

PASSAGE (E.G. TURTLES, SMALL

MAMMALS, ETC.)

1.50

3.00

2.00

1.50

10.00

8.00

8.00

2.00

2.00

R5.00 TYPICAL

CENTRE LINE OF

INTERSECTING TRAIL

R5.00 TYPICAL

CENTRE LINE OF MAIN

TRAIL

CREATE AND MAINTAIN AN OPEN SIGHT

TRIANGLE AT TRAIL INTERSECTIONS

(15m+/-) BY REMOVING OR PRUNING

WOODY VEGETATION

MAIN TRAIL

INTERSECTING TRAIL

"CAUTION TRAIL

INTERSECTION AHEAD"

SIGN, PLACED 15m IN

ADVANCE OF INTERSECTION

REFER TO 8/L-520

"CAUTION TRAIL INTERSECTION

AHEAD" SIGN, PLACED 15m IN

ADVANCE OF INTERSECTION

REFER TO 8/L-520

TYPE I - ACCESS

DETERRENT BARRIER

1070mm HT REFER TO

1/L-510

CENTRE BARRIER SET BACK

10m(+/-) FROM CENTRE LINE

OF MAIN TRAIL

"CAUTION TRAIL

INTERSECTION AHEAD"

SIGN, PLACED 15m IN

ADVANCE OF INTERSECTION

REFER TO 8/L-520

TRAIL DIRECTIONAL SIGN

REFER TO 8/L-520

1000mm SETBACK FROM TRAIL

(NOT INCLUDED IN CONTRACT)

30.00

6.94

HITCHING

POST (300mm)

25mm THREADED ROD X

457mm C/W 2 NUTS &

WASHERS

GATE

HINGE

GREASE NIPPLE

300mm DIA.

CONCRETE

FILLED

GALVANIZED HSS

TUBE (6mm WALL

THICKNESS)

MAIN POST

(400mm DIA.)

BENT 6mm PLATE BOX C/W DOOR &

PIANO HINGE

LOCK PROTECTOR MADE

FROM 6mm PLATE

LOCK

300mm CONCRETE FILLED

GALVANIZED HSS TUBE

HSS 50mm X 50mm

X 4mm

1000

LOCKING

MECHANISM

FRONT

SIDE

1200

MIN

GRANULAR BACKFILL

(TYPICAL AT POST)

400 X 2400mm CONCRETE

FILLED

STEEL TUBE

4 PCS 1800mm

REBAR

CONCRETE FOOTING PAD

TOP OF PIPE TO BE

ROUNDED WITH

CONCRETE

1700

2800

NOTES:

· GATE SYSTEM TO BE ALL GALVANIZED.

· RETRO REFLECTIVE TAPE TO BE PLACED ON GATE AND BOLLARDS

· ALL WELDED JOINTS TO BE CONTINUOUS.

· ALL GATES TO BE LOCKED DURING THE CURING STAGE.

· ALL HARDWARE TO BE GALVANIZED.

· ALL DIMENSIONS IN mm (MILLIMETERS).

· ALL METAL COMPONENTS SHALL CONFORM TO RELEVANT OPSS.

2300

4170

75

0

60

0

50

0

300

430

26

0

10

00

HINGE DETAIL

LOCK

MECHANISM ON

POST DETAIL

60°

120°

HITCHING POST

LOCK MECHANISM DETAIL

HINGE DETAIL

PLAN VIEW OF GATE

ELEVATION OF GATE

LOCKING POST (300mm DIA.)

ADDITIONAL POST FOR

PEDESTRIAN ACCESS WHEN

SPECIFIED IN DRAWINGS

FINISHED GRADE

1050mm

PERMANENT

OPENING

STEEL 75mm X 75mm x

6mm HSS SQUARE

(GALVANIZED)

LOCKING POST 300

x 2400mm

CONCRETE FILLED

GALVANIZED HSS

STEEL TUBE (6mm

WALL THICKNESS)

1200

MIN

HITCHING

POST

(300mm

DIA.)

25mm THREADED ROD X

457mm C/W 2 NUTS &

WASHERS

GATE

HINGE

GREASE NIPPLE

300mm DIA.

CONCRETE

FILLED

GALVANIZED HSS

TUBE (6mm WALL

THICKNESS)

MAIN POST

(400mm DIA)

BENT 6mm PLATE BOX C/W DOOR &

PIANO HINGE

LOCK PROTECTOR MADE

FROM 6mm PLATE

LOCK

300mm CONCRETE FILLED

GALVANIZED HSS TUBE

HSS 50mm X 50mm

X 4mm

1000

LOCKING

MECHANISM

FRONT SIDE

300

GRANULAR BACKFILL

(TYPICAL AT POST)

400 X 2400mm CONCRETE

FILLED

STEEL TUBE

4 PCS 1800mm

REBAR

CONCRETE FOOTING PAD

TOP OF PIPE TO BE

ROUNDED WITH

CONCRETE

1700

2800

NOTES:

· GATE SYSTEM TO BE ALL GALVANIZED.

· RETRO REFLECTIVE TAPE TO BE PLACED ON GATE AND

BOLLARDS

· ALL WELDED JOINTS TO BE CONTINUOUS.

· ALL GATES TO BE LOCKED DURING THE CURING STAGE.

· ALL HARDWARE TO BE GALVANIZED.

· ALL DIMENSIONS IN mm (MILLIMETERS).

· ALL METAL COMPONENTS SHALL CONFIRM TO

RELEVANT OPSS.

*CONTRACTOR TO PROVIDE SHOP DRAWINGS TO BE

REVIEWED BY LANDSCAPE ARCHITECT

2300

4170

75

0

60

0

50

0

430

26

0

HINGE DETAIL

60°

120°

HITCHING POST

LOCK MECHANISM DETAIL

HINGE DETAIL

PLAN VIEW OF GATE

ELEVATION OF GATE

8340

300

10

00

LOCK MECHANISM

ON POST DETAIL

LOCKING POST

(300mm DIA.)

HITCHING

POST

(300mm

DIA.)

MAIN POST

(400mm DIA)

12

00

MIN

STEEL 75mm X 75mm x

6mm HSS SQUARE

(GALVANIZED)

YY

/M

M/D

D

I:\jo

bs\2

01

7\B

ea

re

H

ill P

ark\D

ra

win

gs\B

ea

re

H

ill P

ark_

A3

- O

cto

be

r 2

3, 2

01

8.d

wg

DRAWING TITLE:

KEY MAP

STAMPSTAMP

DRAWN

PROJECT NUMBER

SCALE

DESIGNED

DWG. NUMBER

DATE

CHECKED

JC/IG NM JC/IG

OCTOBER 2018

16M-00363-01

L-510

VARIES

LEGEND

N

O

T

FO

R

C

O

N

S

T

R

U

C

T

I

O

N

REVISION/ISSUED BYDATENO APPD

FOR MNRF REVIEW NM10/24/171 JC

2

3

INTERNAL REVIEW NM12/01/17 JC

INTERNAL REVIEW NM03/02/18 JC

4 SUBMITTED TO CITY NM08/27/18 JC/IG

5

SUBMITTED TO CITY

PROCUREMENT

NM09/24/18 JC

6 SUBMIT TO CITY NM09/26/18 JC/IG

7 ISSUED FOR ADDENDUM 3 CB

10/23/2018

JC/IG

7

DETAILS

BEARE HILL PARK

PROJECT TITLE:

CLIENT:

SITE ADDRESS:

CITY OF TORONTO

PARKS, FORESTRY AND RECREATION

8145 FINCH AVENUE EAST

TORONTO, ON

Landscape Architecture

582 Lancaster Street West

Kitchener, ON N2K 1M3

t. 519-743-8777

www.wsp.com

NTS

ACCESS DETERRENT BARRIER - 1070mm HT1

L-510

NTS

CULVERT4

L-510

NTS

WIRE FENCE (PROVISIONAL)5

L-510

NTS

ACCESS CONTROL AT TRAIL INTERSECTION - 0.75m NATURAL SURFACE TRAIL3

L-510

NTS

HEAVY DUTY GATE (SINGLE) (PROVISIONAL)2

L-510

NTS

HEAVY DUTY GATE (DOUBLE) (PROVISIONAL)6

L-510

7

7

7

7

7

7

7

7

ARMOUR STONE +/-650mm HEIGHT x

+/-900mm MIN LENGTH MAY VARY.

DEPTH OF 600mm.

0.5

0 M

AX

IM

UM

0.60 MINIMUM

SUBGRADE COMPACTED TO

98% SPD. TYPICAL.

200mm DEPTH OF GRANULAR 'B',

COMPACTED TO 98% S.P.D.

150mm DEPTH OF GRANULAR

SURFACING, COMPACTED TO

98% S.P.D.

BURY ARMOUR STONE TO 100mm

DEPTH

100mm

EXTEND BASE MATERIAL

100mm BEYOND EDGE

OF ARMOUR STONE

ENSURE ANY SLOPE

BEHIND SEAT WALL

DRAINS TO SIDES AND

NOT OVER ARMOURSTONE

585

1488

450

(ABOVE GRADE)

1350 (MINIMUM)

450

(ABOVE GRADE)

400 (MINIMUM)

NOTES:

· ARMOUR STONE BENCH TO BE

INSTALLED PER DETAIL 1/L-520

· CONTRACTOR TO FASTEN EPUIPARC

ESPLANADE TO ARMOUR STONE

WITH STAINLESS STEEL, TAMPER

PROOF HARDWARE OR APPROVED

EQUIVALENT

TOP OF ARMOURSTONE TO BE SAW

CUT TO PROVIDE SMOOTH SURFACE

TO FASTEN BENCH

PRODUCT INFORMATION:

· EQUIPARC ESPLANADE BENCH

WITHOUT BACKREST (EP 1991)

· IPE WOOD

· GREY FINISH STRUCTURE

· RAIL SYSTEM WITH THEFT-PROOF

ANCHORS

585

1488

499

1350 (MINIMUM)

865

400 (MINIMUM)

450

(ABOVE GRADE)

NOTES:

· ARMOUR STONE BENCH TO BE INSTALLED

PER DETAIL 1/L-520

· CONTRACTOR TO FASTEN EPUIPARC

ESPLANADE TO ARMOUR STONE WITH

STAINLESS STEEL, TAMPER PROOF

HARDWARE OR APPROVED EQUIVALENT

TOP OF ARMOURSTONE TO BE SAW

CUT TO PROVIDE SMOOTH SURFACE

TO FASTEN BENCH

PRODUCT INFORMATION:

· EQUIPARC ESPLANADE BENCH (EP 1990)

· IPE WOOD

· GREY FINISH STRUCTURE

· RAIL SYSTEM WITH THEFT-PROOF

ANCHORS

BOTTOM OF BACK RAMP

TRAIL

BOTTOM OF BACK RAMP

BOTTOM OF RAMP

TOP OF RAMP

C

E

N

T

R

E

L

I

N

E

O

F

R

O

L

L

I

N

G

G

R

A

D

E

D

I

P

(

L

O

W

E

S

T

P

O

I

N

T

O

F

T

R

A

I

L

4500mm BACK RAMP2400mm DIP

6000mm BACK RAMP

3000mm DIP

WIDTH VARIES

LE

NG

TH

V

AR

IE

S

OUTFALL AREA

(LOWEST POINT)

ORIGINAL SLOPE/

TRAIL PROFILE

150mm DEEP

EXCAVATED DIP

150mm HIGH BACK RAMP

(USE EXCAVATED MATERIAL)

ORIGINAL SLOPE/

TRAIL PROFILE

250mm DEEP

EXCAVATED DIP

200mm HIGH BACK RAMP

(USE EXCAVATED MATERIAL)

LONGITUDINAL SECTION A

(FOR SLOPES UP TO 10%)

LONGITUDINAL SECTION B

(FOR SLOPES GREATER THAN 10%)

TRAIL EDGE

· GRADE SLOPE TO

BLEND WITH EXISTING

OUTFALL AREA

· WIDE, SHALLOW

DEPRESSION FILLED

WITH 75-100mm

DIAMETER RIVER

WASH/COBBLE STONE

· BURY LARGER STONES

BY 1/3 (+/-)

TO

TA

L LE

NG

TH

O

F G

RA

DE

V

AR

IE

S D

EP

EN

DIN

G O

N

LO

NG

IT

UD

IN

AL S

LO

PE

(R

EF

ER

T

O LO

NG

IT

UD

IN

AL S

EC

TIO

N A

&

B

)

FORMER ACCESS ROAD

WIDTH AND SURFACE CONDITION VARIES

1. LIGHTLY SCARIFY (E.G. HARROW) SURFACE OF FORMER

LANEWAY IN LOCATION NOTED FOR DECOMMISSIONING

2. SEED AS PER NOTES ON L-100

3. NOTE: 150mm LAYER OF TOPSOIL/SOIL RELOCATED FROM ON

SITE EXCAVATIONS MAY BE REQUIRED IN SOME LOCATIONS

(TO BE DETERMINED ON SITE DURING CONSTRUCTION).

NOTES :

EXISTING SUBGRADE

COMPACTED TO 98% SPD

200mm

GRANULAR 'A'

PER OPSS 1010

· PROOF ROLLING OF SUBGRADE SHALL BE INSPECTED BY THE GEOTECHNICAL CONSULTANT.

· ALL GRANULAR MATERIAL TO MEET OPSD 1010

300mm

GRANULAR 'B'

PER OPSS 1010

100mm

12mm MINUS GRANULAR

SURFACING COMPACTED

TO 98% SPD

1800

mm T

YPIC

AL

TO

T

OP

O

F

UP

PE

RM

OS

T S

IG

N

1.2m MINTO EDGE OF

SIGNTRAIL EDGE

VARI

ES

1800

mm T

YPIC

AL

TO

T

OP

O

F S

IG

N

NOTE:

1. HEIGHT TO TOP OF UPPERMOST SIGN

TO BE CONSISTENT THROUGHOUT TRAIL.

TYPICAL HEIGHT OF 1800mm IS RELATIVE

TO THE TRAIL SURFACE.

THEREFORE A LONGER SIGN POST WILL

BE REQUIRED WHERE THE SIGN POST IS

LOCATED DOWN SLOPE FROM THE TRAIL

SURFACE.

1.2m MIN

TRAIL EDGE

300mm x 300mm

Sign

RA-1 (STOP SIGN)

300mm x 300mm

(TRAIL

INTERSECTION

AHEAD SIGN)

300mm x 300mm

(ACCESSIBLE

PARKING SIGN)

SIGN QUANTITY

600MM MIN

50MM TELESPAR

TUBING

(PERFORATED)

BURIED DIRECTLY

INTO GROUND

2 (PROVISIONAL)

1 (PROVISIONAL)

24

SIGNAGE FACE

STANDARD ENGINEERING GRADE

SHEETING HOLES - METRO PUNCH

MOUNTING

THE SIGN FACE MUST BE SECURED TO A

POST WITH TWO GALVANIZED 12MM HEX

BOLTS AND NUTS WITH FLAT WASHERS

ON BOTH SIDES

YY

/M

M/D

D

J:\JO

BS

\L

AN

DS

CA

PE

\2

01

6\T

ho

rn

hill O

ffice

\1

4-1

64

07

-0

01

C

ity o

f T

oro

nto

- B

ea

re

H

ill P

ark D

eta

ile

d D

esig

n\D

ra

win

gs\B

ea

re

H

ill P

ark_

A3

- O

cto

be

r 2

3, 2

01

8.d

wg

DRAWING TITLE:

KEY MAP

STAMPSTAMP

DRAWN

PROJECT NUMBER

SCALE

DESIGNED

DWG. NUMBER

DATE

CHECKED

JC/IG NM JC/IG

OCTOBER 2018

16M-00363-01

L-520

VARIES

LEGEND

N

O

T

FO

R

C

O

N

S

T

R

U

C

T

I

O

N

REVISION/ISSUED BYDATENO APPD

FOR MNRF REVIEW NM10/24/171 JC

2

3

INTERNAL REVIEW NM12/01/17 JC

INTERNAL REVIEW NM03/02/18 JC

4 SUBMITTED TO CITY NM08/27/18 JC/IG

5

SUBMITTED TO CITY

PROCUREMENT

NM09/24/18 JC

6 SUBMIT TO CITY NM09/26/18 JC/IG

7 ISSUED FOR ADDENDUM 3 CB

10/23/2018

JC/IG

7

DETAILS

BEARE HILL PARK

PROJECT TITLE:

CLIENT:

SITE ADDRESS:

CITY OF TORONTO

PARKS, FORESTRY AND RECREATION

8145 FINCH AVENUE EAST

TORONTO, ON

Landscape Architecture

582 Lancaster Street West

Kitchener, ON N2K 1M3

t. 519-743-8777

www.wsp.com

NTS

EQUIPARC - ESPLANADE BACKLESS BENCH MOUNTED4

L-520

NTS

EQUIPARC - ESPLANADE BACKED BENCH MOUNTED5

L-520

NTS

ARMOUR STONE SEAT WALL1

L-520

NTS

TRAIL ROLLING GRADE DIP7

L-520

TO ARMOUR STONETO ARMOUR STONE

NTS

WASTE AND RECYCLING RECEPTACLE6

L-520

NTS

DECOMMISSIONING AND REHABILITATION OF FORMER ACCESS ROAD2

L-520

NTS

PARKING LOT CROSS SECTION / PAVEMENT DESIGN 3

L-520

NTS

'CAUTION TRAIL CROSSING AHEAD' SIGN8

L-520

3.00

R8.00

8.00

3.00

R3.00

R4.45

R9.00

R3.00

21.00

R3.80

R5.00

1.20

MIN.

R3.00

R3.00

3.0

m M

UL

TI-U

SE

T

RA

IL

SINGLE COURSE

ARMOURSTONE WALL REFER

TO DETAIL 1/L-520

SPACE ALLOCATED FOR FUTURE

INTERPRETIVE SIGN

(BY OTHERS)

CLOSEST CORNER OF BENCH

MINIMUM 750mm FROM

TRAVELED PORTION OF TRAIL

AND 1200mm FROM

ARMOURSTONE WALL

4000mm

12

00

mm

MIN

IM

UM

VIEW

1

2

0

0

m

m

M

I

N

I

M

U

M

750mm

90

00

mm

BENCH TYPE AS NOTED ON

DRAWINGS L-300 TO L-350. BENCH

TYPES INCLUDE:

1. ARMOURSTONE BASE: 1550MM

X 900MM X 600MM, TOPPED

WITH ESPLANADE BACKLESS

BENCH: EP1991 -WCPR (IPE),

1504MM LONG BY EQUIPARC

(1-800-363-9264). REFER TO

4/L-520.

2. ARMOURSTONE BASE: 1550MM

X 900MM X 600MM, TOPPED

WITH ESPLANADE BACKED

BENCH: EP1990 -WCPR (IPE),

1504MM LONG BY EQUIPARC

(1-800-363-9264). REFER TO

5/L-520

NOTE: WHERE THE BACKED BENCH

IS USED, IT SHALL BE ORIENTED

TOWARD THE BEST VIEW.

2500mm

50

00

mm

3.0m

M

ULT

I-U

SE

T

RA

IL

BENCH

WHEELCHAIR REST AREA

SINGLE COURSE ARMOUR

STONE REFER TO 1/L-520

600mm (MIN) OFFSET FROM

FRONT OF BENCH TO

TRAVELED PORTION OF

TRAIL

BENCH TYPE AS NOTED ON

DRAWINGS L-300 TO L-350.

BENCH TYPES INCLUDE:

1. ARMOURSTONE BASE:

1550MM X 900MM X

600MM, TOPPED WITH

ESPLANADE BACKLESS

BENCH: EP1991 -WCPR

(IPE), 1504MM LONG BY

EQUIPARC

(1-800-363-9264). REFER

TO 4/L-520.

2. ARMOURSTONE BASE:

1550MM X 900MM X

600MM, TOPPED WITH

ESPLANADE BACKED

BENCH: EP1990 -WCPR

(IPE), 1504MM LONG BY

EQUIPARC

(1-800-363-9264). REFER

TO 5/L-520

NOTE: WHERE THE BACKED

BENCH IS USED, IT SHALL BE

ORIENTED TOWARD THE BEST

VIEW.

TRAIL CENTRE LINE

YY

/M

M/D

D

J:\JO

BS

\L

AN

DS

CA

PE

\2

01

6\T

ho

rn

hill O

ffice

\1

4-1

64

07

-0

01

C

ity o

f T

oro

nto

- B

ea

re

H

ill P

ark D

eta

ile

d D

esig

n\D

ra

win

gs\B

ea

re

H

ill P

ark_

A3

- O

cto

be

r 2

3, 2

01

8.d

wg

DRAWING TITLE:

KEY MAP

STAMPSTAMP

DRAWN

PROJECT NUMBER

SCALE

DESIGNED

DWG. NUMBER

DATE

CHECKED

JC/IG NM JC/IG

OCTOBER 2018

16M-00363-01

L-530

VARIES

LEGEND

N

O

T

FO

R

C

O

N

S

T

R

U

C

T

I

O

N

REVISION/ISSUED BYDATENO APPD

FOR MNRF REVIEW NM10/24/171 JC

2

3

INTERNAL REVIEW NM12/01/17 JC

INTERNAL REVIEW NM03/02/18 JC

4 SUBMITTED TO CITY NM08/27/18 JC/IG

5

SUBMITTED TO CITY

PROCUREMENT

NM09/24/18 JC

6 SUBMIT TO CITY NM09/26/18 JC/IG

7 ISSUED FOR ADDENDUM 3 CB

10/23/2018

JC/IG

7

DETAILS

BEARE HILL PARK

PROJECT TITLE:

CLIENT:

SITE ADDRESS:

CITY OF TORONTO

PARKS, FORESTRY AND RECREATION

8145 FINCH AVENUE EAST

TORONTO, ON

Landscape Architecture

582 Lancaster Street West

Kitchener, ON N2K 1M3

t. 519-743-8777

www.wsp.com

NTS

ACO POLYMER GRATING ECO PASSAGE (PROVISIONAL)2

L-530

NTS

FILTREXX SEDIMENT CONTROL5

L-530

NTS

NORTHEAST TRAILHEAD ENTRANCE NODE (ENLARGEMENT)1

L-530

NTS

LOOKOUT NODE AT HIGHPOINT OF SITE (ENLARGEMENT)4

L-530

NTS

LOOKOUT AREA (TYPICAL)6

L-530

NTS

REST AREA WITH BENCH (TYPICAL)3

L-530

SUPPLY AND INSTALL 3.0M WIDE

MULTI-USE TRAIL WITH NEW BASE,

REFER TO 1/L-500

SUPPLY AND INSTALL TRASH

RECEPTACLE ON MOUNTING PAD,

REFER TO 6/L-520

FUTURE TRAIL HEAD SIGN

(BY OTHERS)

PROVISIONAL

SUPPLY AND INSTALL ARMOUR

STONE, REFER TO 1/L-520 (TYP)

SUPPLY AND INSTALL EQUIPARC -

ESPLANADE BACKED BENCH

MOUNTED TO ARMOUR STONE,

REFER TO 5/L-520

BENCHES TO BE ORIENTED ON

POINTS OF COMPASS (I.E. FACING

DUE NORTH, EAST, SOUTH, WEST)

SUPPLY AND INSTALL 3.0M

WIDE MULTI-USE TRAIL ON

FORMER ACCESS ROAD,

REFER TO 2/L-500

SCALE 1:100 (m)

0 5 10

SCALE 1:100 (m)

0 5 10

SUPPLY AND INSTALL 10m

DIAMETER GRANULAR PAD,

REFER TO 1/L-500

R4.45

R9.00

2.75

4.32

5.80

33.42

4.35

25.00

31.02

3.00

7.00

8.00

3.50

R14.00

R14.00

R6.85

R6.85

R14.00

3.00

2.0

%

2.0

%

2.0%2.0%2.0% 3:1 3:1

2.0% 2.0%

2

.

0

%

2

.

0

%

2.0%

2.0%

8.00

9.00

17.25

7.85

YY

/M

M/D

D

C:\U

se

rs\ca

cb

06

95

39

\D

eskto

p\B

ea

re

H

ill P

ark_

A3

- O

cto

be

r 2

3, 2

01

8.d

wg

DRAWING TITLE:

KEY MAP

STAMPSTAMP

DRAWN

PROJECT NUMBER

SCALE

DESIGNED

DWG. NUMBER

DATE

CHECKED

JC/IG NM JC/IG

OCTOBER 2018

16M-00363-01

L-540

VARIES

LEGEND

N

O

T

FO

R

C

O

N

S

T

R

U

C

T

I

O

N

REVISION/ISSUED BYDATENO APPD

FOR MNRF REVIEW NM10/24/171 JC

2

3

INTERNAL REVIEW NM12/01/17 JC

INTERNAL REVIEW NM03/02/18 JC

4 SUBMITTED TO CITY NM08/27/18 JC/IG

5

SUBMITTED TO CITY

PROCUREMENT

NM09/24/18 JC

6 SUBMIT TO CITY NM09/26/18 JC/IG

7 ISSUED FOR ADDENDUM 3 CB

10/23/2018

JC/IG

7

DETAILS

BEARE HILL PARK

PROJECT TITLE:

CLIENT:

SITE ADDRESS:

CITY OF TORONTO

PARKS, FORESTRY AND RECREATION

8145 FINCH AVENUE EAST

TORONTO, ON

Landscape Architecture

582 Lancaster Street West

Kitchener, ON N2K 1M3

t. 519-743-8777

www.wsp.com

NTS

PARKING LOT ENLARGEMeNT (PROVISIONAL)1

L-540

SUPPLY AND INSTALL STOP

SIGN, REFER TO 8/L-520

EXISTING UTILITY SHED TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION

SUPPLY AND INSTALL ACCESS

DETERRENT BARRIER, REFER

TO 1/L-510

DECOMMISSION AND

REHABILITATE FORMER ACCESS

DRIVEWAY REFER TO 2/L-520

REMOVE AND DISPOSE OF EXISTING

CHAIN LINK FENCE AND GATE

SUPPLY AND INSTALL CURB STOP (20)

2.0m LONG WITH 600mm REBAR PINS

DRIVEN FLUSH WITH TOP OF CURB STOP

SUPPLY AND INSTALL ACCESSIBLE

PARKING SIGN, REFER TO 8/L-520

SUPPLY AND INSTALL GRANULAR

SURFACED PARKING AREA (20

SPACES), REFER TO 3/L-520

INFILTRATION

AREA

(PLACE AND FINE GRADE

450mm LAYER OF SOIL TO

ACCOMMODATE FUTURE

PLANTING BED)

FINCH AVENUE EAST

FUTURE PARKING ENTRANCE

SIGN (BY OTHERS)

SUPPLY AND INSTALL ACCESS

DETERRENT BARRIER, REFER

TO 1/L-510

BUS / WHEEL TRANS BUS

DROP OFF ZONE

MUSTERING SPACE REFER

TO 1/L-500

ARMOUR STONE BLOCKS DEFINING EDGE

OF PARKING LOT/TRANSITION. BURY

1

8

OF

STONE IN GRANULAR BASE (1.2m TYPICAL

SPACE BETWEEN BLOCKS) TOP OF

BLOCKS TO BE LEVEL.

SUPPLY AND INSTALL HEAVY DUTY GATE

(WITH ADDITIONAL POST FOR PEDESTRIAN

ACCESS), REFER TO 2/L-510

SUPPLY AND INSTALL 3.0m MULTI-USE

TRAIL ON NEW BASE, REFER TO 1/L-500

SUPPLY AND INSTALL ECO

PASSAGE (6m LENGTH) PER

2/L-530. (PROVISIONAL)

SUPPLY AND INSTALL

HEAVY DUTY GATE

(DOUBLE PEDESTRIAN

GATE), REFER TO 6/L-510

EDGE OF EXISTING

ASPHALT ROAD

REMOVED AND DISPOSE OF

EXISTING FENCE AND GATE

E

X

IS

T

IN

G

S

W

A

L

E

7