michael pacholok purchasing and materials …...tread depth 350 typ. non-slip inlay strip nosing...

Michael Pacholok, Chief Purchasing Official and Director

Purchasing and Materials Management Division City Hall, 18th Floor, West 100 Queen Street West Toronto, Ontario M5H 2N2

Joanne Kehoe Manager Construction Services

March 1, 2017 Via Website posting (37 pages)

Addendum No. 15 Tender Call No.1-2017

Closing: 12:00 NOON (LOCAL TIME), March 9, 2017

FOR: the supply of all materials, equipment, labour and supervision necessary for the construction of the new Block 31 Community Centre / Child Care Centre / 2 Elementary Schools (TDSB & TCDSB)

Please refer to the above Tender Call document in your possession and be advised of the following:

1. REVISED - Section 4 - Scope of Work

Please refer to attached Addendum 15 from ZAS Architects (36 pages including drawings) dated 28. February, 2017

Should you have any questions regarding this addendum, please contact Mike Voelker at [email protected].

Please attach this addendum to your RFT document and be governed accordingly. Bidders must acknowledge receipt of all addenda on the space provided on the Tender Call Cover Page as per the Process Terms and Conditions, Section 1, Item 8 - Addenda, of the Tender Call document. All other aspects of the Tender remain the same.

Yours truly,

Joanne Kehoe Manager, Construction Services Purchasing and Materials Management

14-001 Addendum #15 Page 1 of 1

ADDENDUM # 15

BLOCK 31 DEVELOPMENT, Toronto, Ontario

28 February 2017 Job No. 14-001

1.0 GENERAL 1.1 This Addendum shall form an integral part of the tender documents. The contents of this

Addendum shall be brought to the attention of all concerned. 1.2 Acknowledge receipt of the addendum in the Tender Form. 1.3 All trades shall read the entire Addendum. 2.0 ARCHITECTURAL DRAWINGS 2.1 DRAWING’S A400R1, A401R2, A402R1, A403R1, A404R1 – BUILDING ELEVATIONS &

BUILDING ELEVATIONS (HIDDEN) respectively

1. Revise on all sheets material tag PR-1 to PR (Pre-cast conc. panel).

2.2 DRAWING A341 – STAIR DETAILS

1. Replace sheet A341 with A341R1. 2.3 DRAWING A351 – BRIDGE

1. Revise 1, A351 – BRIDGE ENLARGED PLAN, with 1, A351R1 – BRIDGE ENLARGED PLAN. Refer to attached sheet A351R1.

3.0 LANDSCAPE 3.1 Refer to attached Landscape Addendum# 004. Dated 27 February 2017 (2 cover pages &

31 drawings and specifications, total 33 pages)

End of Addendum # 15

(35 pages of Attachments)

sE

s7s5.1 s6 s6.1

sD.1

S1.18

11.26 m²

STORAGES1.18

6.31 m²

BF WRS1.17

144.65 m²

GROSSMOTORS1.4A

184.89 m²

CORRIDORS1.4B

3020 3000 2000 5200

1040

1050

500

7865

105.03 m²

TCDSBKINDERGARTEN

S1.5

P1B

P1BP1B

P1B

2

A341R1

3

A341R1

120mm WIDE CONC. SUPPORTFOR GLASS GUARD

TEMPEREDGLASS GUARD

84.70

84.104

A341R1

84.10

84.70

500 500 2020 3000 1275 500 225 335 2200 2665 6150 1715

1000 6295 500 225 275 120 2230 1450 1125 2430 3505 210 1720

1100

7200

795

350

350

350

1040

400

100

225

60

700

485

78.71°

365

700

635

500

255

500

275

565 METAL GLASS

GUARD

METAL GLASSGUARD

UP

S.S. HANDRAIL,REFER TOA341R1, 7.

LEVEL 1 SOUTH KINDERGARTEN 84.70 m

sE

LEVEL 1 SOUTH 84.10 m

sD.1

.

LOW PROFILE SQUARESTAINLESS STEELBASE SHOE

RUBBER GASKET

12mm TEMPEREDGLASS

GLAZING SHOEBASE

.57mm THK.

160mm HIGH

12mm TEMPERED GLASS

GLAZED GUARD

144.65 m²

GROSSMOTORS1.4A

184.89 m²

CORRIDORS1.4B

POURED IN PLACECONC. BLEACHERSBEHIND

120mm THK. POUREDIN PLACE CONC.BASE FOR GLAZINGSHOE

5mm SPACING BETWEEN GLAZING PANES

12mm TEMPERED GLASS

VISION STRIP

495 715 470 550 850 300

160

600

4027

0

1070

160

580

40

270

1070

270

4060

016

0

300

150

500 715 1870 300

BLE

AC

HE

RR

ISE

R

STAIR TREAD

350

STAIR TREAD

350BLEACHER TREAD

700

10

.

ROUNDED EDGE

POURED IN PLACECONC. STAIRS

ST

AIR

RIS

ER

LEVEL 1 SOUTH KINDERGARTEN 84.70 m

sE


sD.1

S1

CAST IN PLACE CONC.BLEACHERS BEYOND

144.65 m²

GROSSMOTORS1.4A

EXPANSION JOINT

BLE

AC

HE

R

300

BLE

AC

HE

R

300

600

CONC. COLUMN BEYOND,REFER TO STRUCTURAL

500 255 275 225 225

184.89 m²

CORRIDORS1.4B

1070

38mm Ø, S.S. CONT.HANDRAIL

EMBED S.S. POST INCONC.

245

38mm Ø, S.S. POST@1200 O.C.

25

RIS

ER

HE

IGH

T

150

TREAD DEPTH

350 TYP.

NON-SLIP INLAY STRIP

NOSING DEPTH

CAST IN PLACECONC. STAIRS

STAIR TREADDETAIL

nF.1

nG

P1104 6

n7.2

3560 1200

123.34 m²

TCDSBMULTIPURPOSE

N2.19A

122.02 m²

CORRIDORN2.1I

20.90 m²

TCDSBSTORAGE

N2.19C

653.40 m²

ELEV.N2.1K

855

560

560

1745

315

87.70

86.70

UP

5

A341R1

n7.1

GLASS GUARD

7

A341R1

REFER TO HANDRAIL DETAIL

LEVEL 2 NORTH 86.70 m

nG

LEVEL 2 NORTH (m.p.) 87.70 m

S2

VISION STRIP

5mm SPACING BETWEEN GLASS GUARD PANES12mm TEMPERED GLASS

POURED IN PLACE CONC.BLEACHER

50mm STAINLESS STEEL GLASS FASTENERSC/W GASKETS & 13mm SPACERS BEHIND

1070

700

300

300

700

710

360

BLEACHER TREAD

560

BLE

AC

HE

R R

ISE

R

330

POURED IN PLACE CONC.STAIR BEYOND

122.02 m²

CORRIDORN2.1I

744.41 m²

RAMPS2.40

POURED IN PLACE CONC. GUARDSUPPORT BEYOND, 120mm THK.

LEVEL 1 SOUTH KINDERGARTEN84.70 m

LEVEL 1 SOUTH84.10 m

LOW PROFILE SQUARE STAINLESSSTEEL BASE SHOE

12mm TEMPERED GLASS GUARD

.

LOW PROFILE SQUARESTAINLESS STEEL

BASE SHOE

RUBBER GASKET

12mm TEMPEREDGLASS

GLAZING SHOEBASE

57mm THK.

160mm HIGH

12mm TEMPEREDGLASS

GLAZINGGUARD

184.89 m²

CORRIDORS1.4B

144.65 m²

GROSSMOTORS1.4A

1070

910

160

ROUNDED EDGE

BLE

AC

HE

R R

ISE

R

300

900

50

MIN

. 50m

m

VA

RIE

S

20

.

1100

38mm Ø, S.S. CONT. HANDRAIL

EMBED S.S. POST IN CONC.

38mm Ø, S.S. POST@ 1200 O.C.

POURED IN PLACE CONC. RAMP



VOID

1070

330

330

300

PROVIDE MIN 50mm RADIUS AT CORNER

38mm Ø STAINLESS STEEL HANDRAILTYPICAL BETWEEN SPANISH STAIR ANDCONVENIENCE STAIR. WELDED TO 10mmTHICK BASE PLATE 75mmX150mm. CASTPLATE IN CONCRETE STEPS.

CAST IN PLACE CONCRETE BLEACHERSBEYOND

NON SLIP NOSING SET INTOCONCRETE TREAD (TYP.)

CAST IN PLACE CONC. STEPS

ZAS PROJECT NO.:

DATE:

SHEET NUMBER:

SHEET TITLE

SCALE:

DRAWN BY:

REVISIONS

No. Date Description

PROJECT :

CLIENT : - CITY OF TORONTO PARKS FORESTRY & RECREATION

- CITY OF TORONTO CHILDREN'S SERVICES

- TORONTO DISTRICT SCHOOL BOARD

- TORONTO CATHOLIC DISTRICT SCHOOL BOARD

ARCHITECT

KEY PLAN

SEAL

TRUE NORTH CONSTRUCTION NORTH

ISSUED:


REVIEWED BY:

CLIENTADDRESS :

ARCHITECTUREINTERIORSTRANSPORTATIONPLANNING

GROUP OF COMPANIES

517 Wellington St W. , Suite 404Toronto, OntarioCanada M5V 1G1

T 416 979 9834F 416 979 3763

THIS DRAWING IS NOT TO BE SCALED.

REFER TO APPROPRIATE SURVEY, STRUCTURAL, MECHANICAL,ELECTRICAL, LANDSCAPE, ETC. CONSULTANT DRAWINGS BEFOREPROCEEDING WITH THE WORK.

CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES ANDREQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.

THE CONTRACTOR WORKING FROM DRAWINGS NOT SPECIFICALLYMARKED "FOR CONSTRUCTION" MUST ASSUME FULLRESPONSIBILITY AND BEAR COSTS FOR ANY CORRECTIONS ORDAMAGES RESULTING FROM HIS WORK.

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS PROVIDED BYAND IS THE PROPERTY OF THE ARCHITECT.

THE CONTRACTOR SHALL VERIFY AND ACCEPT RESPONSIBILITYFOR ALL DIMENSIONS AND CONDITIONS ON SITE AND SHALLNOTIFY THE APPROPRIATE CONSULTANT OF ANY VARIATIONS FROMTHE SUPPLIED INFORMATION.

ZAS ARCHITECTS + INTERIORS 2016 C

ProjectName:

TORONTO CITY HALL4TH FLOOR W, 100 QUEEN ST. W,TORONTO, ONTARIO M5H 2H2

CHILDREN'S SERVICESMETRO HALL,10TH FLOOR, 55 JOHN ST.TORONTO, ONTARIO M5V 3C6

TORONTO DISTRICT SCHOOL BOARD5050 YONGE STREETTORONTO, ONTARIO M2N 5N8

TORONTO CATHOLIC DISTRICTSCHOOL BOARD80 SHEPPARD AVENUE EAST,NORTH YORK, ONTARIO M2N 6E8

As indicated

2/28/2017 10:26:21 AM

A341R1

14-001

BLOCK 31DEVELOPMENT

Author Checker

2017-02-22

STAIR DETAILS

22 FEB 2017

BLOCK 31 DEVELOPMENT

1 : 501

SOUTH BUILDING - GROSS MOTOR STAIR & SEATINGSOUTH BUILDING - GROSS MOTOR STAIR & SEATING

1 2017/01/31 ISSUED FOR TENDER2 2017/02/28 ADDENDUM 15

1 : 102

SECTION THROUGH CONC. STAIRSSECTION THROUGH CONC. STAIRS

1 : 103

SECTION THROUGH CONC. BLEACHERSSECTION THROUGH CONC. BLEACHERS

1 : 506

NORTH BUILDING - TCDSB MULTIPURPOSE STAIR -ENLARGED PLANNORTH BUILDING - TCDSB MULTIPURPOSE STAIR -ENLARGED PLAN

1 : 105

TCDSB MULTI-PURPOSE BLEACHER WITH GLASS GUARDTCDSB MULTI-PURPOSE BLEACHER WITH GLASS GUARD

1 : 104

GROSS MOTOR AREA GLASS GUARD DETAILGROSS MOTOR AREA GLASS GUARD DETAIL

1 : 107

NORTH BUILDING - TCDSB MULTIPURPOSE STAIR - SECTIONNORTH BUILDING - TCDSB MULTIPURPOSE STAIR - SECTION

UP

n7

nH

nJ

sA

s4.2 s5

nG

s4.1

A351R17A351R1 8

5

A351R1

6

A351R1

8%8%

A3526

A3525

W3A

4180

CORRIDORS2.1A

44.70 m²

EXIT STAIR SNS2.1B

71.53 m²

TDSBCLASSROOM

S2.2

123.34 m²

TCDSBMULTIPURPOSE

N2.19A

19.77 m²

TCDSBSERVERY

N2.19B

87.70

88.20

86.70

1406

0

744.41 m²

RAMPS2.40

W3A

W3A

P1B

P1B

N2.13.14

W2B

W3A

ROLLINGVERTICALSECURITYSHUTTER

4

A810R1

2000

1615

1425

86.95

1600

STEELRAILING

ON POSTS

WALL-MOUNTEDSTEEL RAILING

1200

400

1200

800

1200

400

1200

800

1200

1400

1200

400

1200

600

1200

400

1200

600

1200

600

1200

400

1200

1200

1200

600

1200

600

1200

1176

2512

0075

712

0040

012

0080

012

0040

012

0040

012

0080

012

0025

n6.1 n7.1

BRIDGETRUSSSTRUCTURE(REFER TOSTRUCTURAL)

BCW22

BCW20

BCW19

BCW18

BCW15

BCW13

BCW12

BCW11

BCW09

BCW16

BCW21

BCW17

BCW14

BCW10

BCW06

BCW05

BCW04

BCW03

BCW02

BCW01

BCW07BCW08

LEVEL 3 NORTH WING 90.70 m




STAIR EXIT S_WEST83.66 m


W3A

92.20

91.35

88.20

87.35LEVEL 2 NORTH86.70 m

LEVEL 3 NORTH WING90.70 m

LEVEL 1 NORTH83.00 m



nH nJ

STAIR EXIT S_WEST 83.66 m

LEVEL 2 NORTH (m.p.)87.70 m

W3A

92.20

87.35

91.35

88.20

LEVEL 2 NORTH86.70 m



nJ sA

LEVEL 2 NORTH (m.p.)87.70 m

6

A351R1

A3523

A3524

A810R13

4

A810R1

25 mm

121 mm



s4.2s5 s4.1

5

A351R1

A3521

Sim

A3522

Sim

n6.1n7.1

n7

s4.2 s5s4.1

A351R17A351R1 8

5

A351R1

6

A351R1

n6.1 n7.1

2%

2%2%

1%2%

3%

3%

1%

RD

RD

n7

nH

nJ

sA

s4.2 s5

nG

s4.1

A351R17A351R1 8

5

A351R1

6

A351R1

CORRIDORS2.1A

EXITSTAIR

SNS2.1B

90.95

4

A810R1

n6.1 n7.1

+2900

ACT

+3250

ACT

RADIANT HEATING PANELS(REFER TO MECHANICAL)

s4.2 s5s4.1

n6.1 n7.1

17.41 m²

EXIT STAIR SNS1.27

COMPOSITE METAL PANEL SOFFIT

RECESSED LIGHTINGTYPE OL1A-8(REFER TO ELECTRICAL)

ZAS PROJECT NO.:

DATE:

SHEET NUMBER:

SHEET TITLE

SCALE:

DRAWN BY:

REVISIONS


PROJECT :

CLIENT : - CITY OF TORONTO PARKS FORESTRY & RECREATION

- CITY OF TORONTO CHILDREN'S SERVICES

- TORONTO DISTRICT SCHOOL BOARD

- TORONTO CATHOLIC DISTRICT SCHOOL BOARD

ARCHITECT

KEY PLAN

SEAL

TRUE NORTH CONSTRUCTION NORTH

ISSUED:


REVIEWED BY:

CLIENTADDRESS :

ARCHITECTUREINTERIORSTRANSPORTATIONPLANNING

GROUP OF COMPANIES


T 416 979 9834F 416 979 3763

THIS DRAWING IS NOT TO BE SCALED.

REFER TO APPROPRIATE SURVEY, STRUCTURAL, MECHANICAL,ELECTRICAL, LANDSCAPE, ETC. CONSULTANT DRAWINGS BEFOREPROCEEDING WITH THE WORK.

CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES ANDREQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.

THE CONTRACTOR WORKING FROM DRAWINGS NOT SPECIFICALLYMARKED "FOR CONSTRUCTION" MUST ASSUME FULLRESPONSIBILITY AND BEAR COSTS FOR ANY CORRECTIONS ORDAMAGES RESULTING FROM HIS WORK.

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS PROVIDED BYAND IS THE PROPERTY OF THE ARCHITECT.

THE CONTRACTOR SHALL VERIFY AND ACCEPT RESPONSIBILITYFOR ALL DIMENSIONS AND CONDITIONS ON SITE AND SHALLNOTIFY THE APPROPRIATE CONSULTANT OF ANY VARIATIONS FROMTHE SUPPLIED INFORMATION.

ZAS ARCHITECTS + INTERIORS 2016 C

ProjectName:

TORONTO CITY HALL4TH FLOOR W, 100 QUEEN ST. W,TORONTO, ONTARIO M5H 2H2

CHILDREN'S SERVICESMETRO HALL,10TH FLOOR, 55 JOHN ST.TORONTO, ONTARIO M5V 3C6

TORONTO DISTRICT SCHOOL BOARD5050 YONGE STREETTORONTO, ONTARIO M2N 5N8

TORONTO CATHOLIC DISTRICTSCHOOL BOARD80 SHEPPARD AVENUE EAST,NORTH YORK, ONTARIO M2N 6E8

As indicated

2/28/2017 11:40:35 AM

A351R1

14-001

BLOCK 31DEVELOPMENT

Author Checker

2017-02-22

BRIDGE

22 FEB 2017

BLOCK 31 DEVELOPMENT

1 : 501

BRIDGE - ENLARGED PLANBRIDGE - ENLARGED PLAN

1 : 507

BRIDGE - EAST ELEVATIONBRIDGE - EAST ELEVATION 1 : 50

8BRIDGE - WEST ELEVATIONBRIDGE - WEST ELEVATION

1 : 255

BRIDGE - N-S SECTIONBRIDGE - N-S SECTION

1 : 256

BRIDGE - E-W SECTIONBRIDGE - E-W SECTION 1 : 50

3BRIDGE - ROOF PLANBRIDGE - ROOF PLAN

1 : 502

BRIDGE - REFLECTED CEILING PLANBRIDGE - REFLECTED CEILING PLAN

1 2016/12/01 ISSUED FOR 90% CD2 2016/12/16 ISSUED FOR BUILDING

PERMIT

3 2017/01/31 ISSUED FOR TENDER4 2017/02/28 ADDENDUM 15

1 : 504

BRIDGE - SOFFITBRIDGE - SOFFIT

Addendum 004

PAGE 1 of 2 The Planning Partnership

Project: Block 31 Development Addendum #: 004

Project #: 1662 Date Prepared: 2017.02.27

Prepared By: Luke Kairys Total Pages: 33 including this sheet

Notice to all Bidders and Plan holders:

The Contract Documents for the above-referenced Project are modified as set forth in this Addendum. The original Contract Documents

and any previously issued addenda remain in full force and effect, except as modified by this Addendum, which is hereby made part of the

Contract Documents. Bidder shall take this Addendum into consideration when preparing and submitting a bid.

Type

Spec

Drawing

Index of Document(s)

11 68 13 Earthscape Specification

32 37 00 Exterior Site Furnishings

L11.02 – Section Details

L12.00 – Hardscape Details





Item Description of Change Reference

1.0 GENERAL

1.1 Bee Hive Huts information is located in landscape Addendum 2 in spec 32 37 00.

1.2 Boulders information is located in spec 04 43 23 Quarried Stone.

1.3 Wood post information is located on detail 6/L12.06.

1.4 Robinia wood tops of concrete seat wall are to be IPE tops as per detail 1/L12.01.

1.5 Re: Concrete work for small decks: General contractor is responsible for all the work. They are to decide who from their team is to provide what services.

1.7 Robinia decking is to be 7/8” thick.

1.8 Re: Water Pump and Lock Dam: Same comment as 1.5 above.

1.9 Cupolex-Realto is specified for its soil capacity and economical pricing. Silva cells can be accepted as an approved equal as long as costs are taken into consideration.

2.0 SPECIFICATIONS

2.1 Change ‘Log Tower’ to ‘Junior Log Jam’ in part 2.2.A. 2 11 68 13

2.2 Delete ‘Notched Logs, Vertical log bench’ in part 2.2.B.1 11 68 13

2.3 Add the following after part 2.2B.1:

.2 Vertical Log Bench

a. Tamarack or Eastern White Cedar, debarked.

b. OD 450mm to 1000mm

11 68 13

Addendum 004

PAGE 2 of 2

3. Log Curbs

a. 1) Top Log of 1st row: Robinia

2) All remaining logs: Tamarack or Eastern White Cedar, debarked.

b. OD 250mm to 350mm

2.4 Delete ‘4’ and replace ‘8’ in part 2.2.7.6.2 32 37 00

3.0 DRAWINGS

2.1 Retaining wall profile has been added based on structural engineer’s comments L11.02

2.2 Detail 8: Reinforcing information has been added based on structural engineer’s comments.

L12.00

2.3 Detail 1, 2, 3, 4, and 5: Reinforcing information has been added based on structural engineer’s comments.

L12.01

2.4 Detail 5 and 6:

a. Reinforcing information has been added based on structural engineer’s comments

b. Delete ‘IPE WOOD DECK’ and replace with ‘ROBINIA WOOD Deck’

L12.02

2.5 Detail 4 and 5: Reinforcing information has been added based on structural engineer’s comments

L12.05

2.6 Detail 7, 8, 9, and 10: Reinforcing information has been added based on structural engineer’s comments.

L12.07

End of Addendum 004

31 05 19.13-1

SECTION 11 68 13 PLAYGROUND EQUIPMENT

Copyright 2013 - 2014 ARCAT, Inc. - All rights reserved

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Custom Timber Playground Equipment

B. Natural Playground Equipment, Landscaping and Site Works

1.2 REFERENCES

A. Playground Safety Standards 1. In Canada, “Playground Safety Standards” refers to CAN/CSA-Z614-14 Children’s

Playspaces and Equipment, latest version

B. DIN EN 350 Durability of Timber Species

1.3 DESIGN / PERFORMANCE REQUIREMENTS

A. Design Considerations 1. Decay and Insect Resistance. Below grade timber species to be EN-DIN-350 “Very

Durable” to insect and decay resistance. Above grade timber species to be EN-DIN-350 “Durable” to insect and decay resistance.

2. Compliance with Playground Safety Standards - Load Test or Structural Engineer Approval, for all climbable elements. At grade elements and landscape elements such as curbing, edging, boulders, logs at grade Clause 9 conformance not required.

3. Use only North America sourced timber. 4. Use only untreated timber, without any form of chemical treatment.

B. Submit under provisions of Section 01 30 00 - Administrative Requirements.

C. Shop Drawings: 1. Concept Sketches. Provide hand drawn perspective drawings for review by

Consultant, if not provided prior to contract award. 2. Concept Design: Provide 3D CAD representation of entire site, including play

structures 3. Drawings to be reviewed by 3rd party certified Playground Inspector prior to submittal. 4. Construction Drawings: Consultant and Owner to sign Non-Disclosure Agreement

prior to reviewing submittals. Submit 50% and 100% Construction Documentation for review by Consultant.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications 1. Playground equipment similar to those furnished shall have been installed in a

minimum of 30 sites, and have been in successful service a minimum of 3 years. 2. Manufacturer shall provide Certificate of Insurance for minimum of two million dollars. 3. Manufacturer shall have demonstrated experience in design, fabrication, and

installation of custom timber playground equipment for Urban Parks, with a value of over $500,000.

31 05 19.13-2

B. Preinstallation Meetings: 1. Convene a preinstallation meeting a minimum of two weeks prior to start of work. 2. Verify project requirements, subbase and base conditions, manufacturer's installation

instructions and coordination with other related work. 3. Require attendance of parties directly affecting work of this section, including the

Contractor, engineer, installer, and manufacturer's representative.

1.5 WARRANTY.

A. Materials and Workmanship: 1. Posts made of Robinia - 3 years 2. Stainless Steel Hardware - 3 years 3. Galvanized structural components - 3 years 4. All Other Metal Components - 2 years 5. Plastic and Composite Components - 3 years 6. Cables/Rope - 2 years 7. Shade Fabric - 1 years 8. Concrete elements - 3 years 9. Moving Parts - 1 years 10. Moving water Components - 1 year 11. Plants and Trees - 1 year 12. Electronic Components - 1 year 13. Stained/painted wood-vertical - 1 year 14. Stained/painted wood-horizontal - no warranty

B. Warranty Exclusions. Warranty claims will be compromised should any claim be a result of: 1. Vandalism, abuse, misuse or accident. 2. Normal cosmetic changes such as: scratches, dents, marring, fading, discoloration,

cable fraying. 3. Acts of God such as: hail, flooding, lightning, tornadoes, sandstorms, earthquakes,

windstorms. 4. Environmental factors such as: windblown or human dispersed aggregates, salt spray,

salt water, and chlorinated water. 5. Timber elements contain knots, knot holes, checks, and splits. These cosmetic

defects become more prominent over time. Replacement or repair of these non-structural defects is excluded from warranty.

6. Normal Wear and Tear 7. Failure to Maintain in accordance with Playground Safety Standards and

manufacturer’s requirements. 8. Improper Installation: When installed by a 3rd party 9. Unauthorized additions, alterations or repairs by other than Manufacturer 10. Unintentional Playground Safety Standard Non-Compliance Oversight which was not

reported within 12 months after the date of invoice. 11. Other regulatory requirements or inspector comments that exceed or are outside of

the scope of Playground Safety Standards. 12. Plant warranty is contingent upon having and adhering to an approved Watering Plan.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Earthscape, which is located at 7215 Wellington Road 86, Wallenstein, ON. Email:request info ([email protected] ); 519.669.2972. Web:www.earthscapeplay.ca

B. Or approved equivalent.

mailto:request%20info%20([email protected]%20)

31 05 19.13-3

2.2 CUSTOM PLAYGROUND EQUIPMENT

A. Custom Timber Playground Equipment 1. Log Jam (Timber Climber)

a. Black Locust (robinia pseudoacacia) logs, debarked and sapwood removed. OD 150mm to 230mm

b. Hand process to preserve irregular shape of log c. DIN EN 350-2 Rating “Very Durable” d. Steel-core Rope and Nets, abrasion resistant coating e. Galvanized or stainless connection, spacer to preclude entanglement hazard f. Review by Structural Engineer applies, as required by Playground Safety

Standard 2. Junior Log Jam

a. Black Locust (robinia pseudoacacia) logs, debarked and sapwood removed. OD 150mm to 230mm

b. Hand process to preserve irregular shape of log c. DIN EN 350-2 Rating “Very Durable” d. Steel-core Rope and Nets, abrasion resistant coating, climbable netting up to

3m, non-climbable netting beyond 3m e. Galvanized or stainless connections f. Review by Structural Engineer applies, as required by Playground Safety

Standard

B. Natural Playground Equipment, Landscaping and Site Works 1. Stepped Logs,

a. Tamarack or Eastern White Cedar, debarked. b. OD 200mm to 450mm

2. Vertical Log Bench, a. Tamarack or Eastern White Cedar, debarked. b. OD 450mm to 1000mm

3. Log Curbs, a. 1) Top log of 1st row: Robinia.

2) All remaining logs: Tamarack or Eastern White Cedar, debarked. b. OD 250mm to 250mm

PART 3 EXECUTION

3.1 EXAMINATION

A. Before beginning installation, verify site conditions are as indicated on the Drawings. Notify the Architect if site conditions are not acceptable. Do not begin preparation or installation until unacceptable conditions have been corrected.

3.2 PREPARATION

A. Subgrade Preparation: 1. Excavate area allowing for safety surface and drainage layer (where required). 2. Provide adequate drainage from excavated area if area has potential to collect water,

when working with in-place soils that have poor permeability. 3. Ensure in-place soil is relatively dry and free from standing water. 4. Uniformly grade base. 5. Level and clear base of large objects, such as rocks and pieces of wood.

3.3 INSTALLATION

A. Install Playground Equipment as indicated on the Drawings in accordance with the

BLOCK 31 DEVELOPMENT Section 32 37 00

The Planning Partnership EXTERIOR SITE FURNISHINGS

November 2016 32 37 00

PART 1: GENERAL

1.1 SECTION INCLUDES

.1 Materials and installation of standard manufactured catalogue items such as: benches

1.2 RELATED SECTIONS

.1 Section 01 33 00 – Submittal Procedures.

.2 Section 01 77 00 – Closeout Procedures.

1.3 REFERENCES

.1 Canadian Standards Association

.2 ANSI/BIFMA X5.4-2005 – Standard Test for Lounge Seating.

1.4 SUBMITTALS

.1 Submit Product Data in accordance with Section 01 33 00 – Submittal Procedures.

.2 Submit Shop Drawings in accordance with Section 01 33 00 – Submittal Procedures.

.3 Submit manufacturer’s shop drawings, including plans and elevations, indicating overall

dimensions.

.4 Shop Drawings for supporting framework and anchorage for each furnishing specified to be

prepared by a qualified Professional Engineer and bear the stamp and signature of a qualified

Professional Engineer registered in the Province of Ontario.

.5 Provide maintenance data for care and cleaning of site furnishings for incorporation into

manual specified in Section 01 77 00 – Closeout Procedures.

.6 Submit manufacturer’s samples of materials, finishes, and colours, which are to be confirmed

by Owner’s Representative prior to ordering of material.

.7 Warranty: Manufacturer’s standard warranty.

1.5 QUALITY ASSURANCE

.1 Manufacturer’s Qualifications: Manufacturer regularly engaged in manufacture of site

furnishings since 1969.

.2 Product Support: Products are supported with complete engineering drawings and design

patents.

.3 Production: Orders are filled within a 40-day schedule.

.4 Facility Operator: Welders and machine operators are certified.

1.6 DELIVERY, STORAGE, AND HANDLING



November 2016 32 37 00

.1 Delivery: Deliver materials to site in manufacturer’s original, unopened containers and

packaging, with labels clearly identifying product name and manufacturer.

.2 Storage: Store materials in a clean, dry area in accordance with manufacturer’s instructions.

Keep materials in manufacturer’s original, unopened containers and packaging until

installation.

.3 Handling: Protect materials and finish during handling and installation to prevent damage.

1.7 WARRANTY

.1 Warranty Information:

1.7.1.1 Products will be free from defects in material and/or workmanship for a

period of three years from the date of invoice.

1.7.1.2 The warranty does not apply to damage resulting from accident, alteration,

misuse, tampering, negligence, or abuse.

1.7.1.3 Landscape Forms, Inc. shall, at its option, repair, replace, or refund the

purchase price of any items found defective upon installation by an

authorized Landscape Forms service representative.

1.7.1.4 Purchasers should be aware that normal use of these high quality products

can result in superficial damage affecting the finish. Scratches, nicks, and

dents are to be considered normal wear and tear, and are not the

responsibility of the manufacturer.

1.8 WASTE MANAGEMENT AND DISPOSAL

.1 Remove from site and dispose of packaging materials at appropriate recycling facilities.

.2 Collect and separate for disposal paper, plastic, polystyrene, and corrugated cardboard

packaging material in appropriate on-site bins for recycling in accordance with Waste

Management Plan.

.3 Separate for reuse and recycling and place in designated containers Steel, Metal and Plastic

waste in accordance with Waste Management Plan.

.4 Fold up metal banding, flatten and place in designated area for recycling.

PART 2: PRODUCTS

2.1 BENCHES

.1 WOODY - LWD110t

.2 Style:

Backless

2.1.2.1.1 Depth: 530mm, Overall Height 430mm, Length 3000mm

.3 Mounting:

TBD



November 2016 32 37 00

.4 Fabrication: Manufactured

.5 Qty: TBD

.1 WOODY - LWD112

.2 Style:

Backless

2.1.2.1.1 Depth: 530mm, Overall Height 430mm, Length 1000mm

.3 Mounting:

TBD


.5 Qty: TBD

.6 MANUFACTURER

mmcite

Toll Free: 1-800-667-4264

Or an approved equal

2.2 TREE GRATE

URBAN ACCESSORIES:

.1 Description: Variations - Diamond 48” SQ. - Steel Frame and Stainless Steel Boltdown

components.

.2 Size: 48“x 48” (1219mm x 1219 mm),

.3 Tree Grate Material: Cast Ductile Iron

.4 Finish: Powdercoat Matte Black Grate and Frame

.5 Installation: As per manufacturer’s recommendations.

.6 Quantity: 2 of each

.7 Supplier: URBAN ACCESSORIES

Contact: via Fox Associates

Ph. 1-207-763-4410

Fx. 1-207-470-1034

email: [email protected]


2.3 TRASH & RECYCLING RECEPTACLE

.1 Description: Trash Receptacles: Chase Park

.2 Mounting: Embedded

.3 Materials: Stainless Steel

.4 Accessories: None


.6 Finish: Powder Coated



November 2016 32 37 00

.7 Colour: TBD

.8 Qty: TBD

.9 MANUFACTURER

Landscape Forms

431 Lawndale Avenue

Kalamazoo, MI 49048

Contact: Kate Webb

Business Development

Landscape Forms Inc.

Cell: 416.700.4157

Office: 800.430.6206 x1345

Fax: 269.337.1395

[email protected]

www.landscapeforms.com


2.4 BICYCLE RING

Description: City of Toronto Standard Post and Ring Bike Stand

Installation: Embedded, As per City Standard

Quantity: 22

Supplier:

Long Branch Foundry

1062 Rangeview Rd,

Mississauga, ON L5E 1H3

Contact: Luigi Li

Tel: 416-704-4011

2.5 DRINKING FOUNTAINS AND WATER JUG FILLER:

.1 Description: Model 10155SM: Accessible Surface Mounted Fountain & Bottle Filler

.2 Material: Stainless Steel with Chrome Matte Powder Coat Finish.

.3 Installation: Surface Mount with optional surface carrier.

.4 Colour: Matte Silver

.5 Quantity: 2

.6 SUPPLIER:

Most Dependable Fountains, Inc.

5705 Commander Drive

Arlington, TN 38002



November 2016 32 37 00

Toll Free 800-552-6331

Office 901-867-0039

Fax 901-867-4008

Internet www.mostdependable.com

E-mail [email protected]

Local Distributor:

Crozier Agencies

Ian Crozier

Toronto, ON

Phone: 416.604.0185

Mobile: 519.854.6625

Email: [email protected]

www.crozier.ca


2.6 FENCING

.1 OMEGA FENCE:

.1 Description: SECUR DOUBLE WIRE

.2 Colour: TBD

.3 Height: 4’ mm high


.5 Quantity: Refer to Drawings

.6 Supplier:

PARK STREET

Contact: Kevin Bettridge

Ph. 519.589.5157

e-mail: [email protected]


.2 OMEGA GATE:

GATE TYPE 1: DOUBLE WIRE DOUBLE SWING GATE MODEL GPMD30-40

.1 Colour: TBD



.4 Gate Hardware: Self closing hinges, self latching, accommodates a padlock.

.5 Quantity: 1

http://www.mostdependable.com/

mailto:[email protected]


http://www.crozier.ca/



November 2016 32 37 00

GATE TYPE 2: DOUBLE WIRE SINGLE SWING GATE MODEL GPMD30-40

.2 Colour: TBD



.5 Gate Hardware: Self closing hinges, self latching, accommodates a padlock.

.5 Quantity: 8

Supplier:

PARK STREET

Contact: Kevin Bettridge

Ph. 519.589.5157

e-mail: [email protected]


2.7 PLAYGROUND EQUIPMENT

1: Earthscape Lumberjack Climber


.2 Quantity: 1

2: Earthscape Play Log Jam


.2 Quantity: 1

3: Water pump and lockdam at Daycare playground

.2 Quantity: 2

4: Pull up bar


.2 Quantity: 1

5: Chalk Board


.2 Quantity: 1

6: Wildlife Post


.2 Quantity: 4

7: Wood Deck


.2 Quantity: 4


Wei Pang

Text Box

8



November 2016 32 37 00

8: Trampoline


.2 Quantity: 1

9: Removable Planters


.2 Quantity: 7

Supplier:

Earthscape

PRESTON STRINGER BBA, CPSI

E. [email protected]

C. 519.496.7311

T. 519.669.2972

7215 Wellington Rd 86 Wallenstein,

ON N0B 2S0

BEE HIVE HUT- GENERAL NOTES, REVISIONS

- THIS DRAWING IS THE PROPERTY OF EARTHSCAPE. DO NOT COPY OR DISTRIBUTE WITHOUT PERMISSION.- EARTHSCAPE RESERVES OWNERSHIP OF ALL DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, AUTHORED BY EARTHSCAPE. UPON SIGNING CONTRACT, EARTHSCAPE GRANTS THE OWNER A LIMITED LICENSE TO USE THE INSTRUMENTS OF SERVICE SOLELY FOR USING AND MAINTAINING, OR ADDING TO THE PROJECT.- ENGINEERING AND STRUCTURAL REVIEW: EARTHSCAPE PROVIDES STAMPED DRAWINGS AND/OR STRUCTURAL LOAD TESTING FOR ONTARIO, AS REQUIRED BY CSA Z614. LOCAL ENGINEERING APPROVAL FOR JURISDICTIONS OUTSIDE ONTARIO, IF REQUIRED, TO BE PROVIDED BY OTHERS. EARTHSCAPE DESIGNS AND ENGINEERS FOR A FROST PENETRATION DEPTH OF 1200MM.- INSPECTION AND TESTING: INSPECTION, TESTING (INCLUDING CONCRETE TESTING), PRE-CONSTRUCTION SURVEYS TO BE COMPLETED BY OTHERS. ON-SITE REVIEW OR INSPECTION BY ENGINEER IS NOT INCLUDED IN THIS PROPOSAL.- SURFACING: WHEN AN IMPACT-ABSORBING SURFACE MATERIAL IS REQUIRED, IT MUST COMPLY WITH ASTM F-1292 (MOST RECENT EDITION) FOR THE DEFINED FALL HEIGHT OF THE EQUIPMENT SPECIFIED IN DRAWINGS BY EARTHSCAPE OR A CONTRACTUALLY OBLIGATED CRITICAL HEIGHT SPECIFIED IN ADVANCE. ENSURE USE ZONES, SAFETY ZONES, AND/OR PROTECTIVE SURFACING ZONES AROUND ALL PLAY EQUIPMENT ARE COMPLIANT WITH CAN/CSA-Z614-14 (MOST RECENT EDITION) - BY OTHERS.- SURVEY AND FACILITIES: SURVEY WORK INCLUDING BENCHMARKS, LINES AND LEVELS, PRE-CONSTRUCTION SURVEY, AS-BUILT DRAWINGS BY OTHERS.- THESE DRAWINGS ARE INTENDED TO BE PRINTED AT 11" X 17" PAGE SIZE. DO NOT SCALE.- ALL MEASUREMENTS ARE IN MM UNLESS OTHERWISE STATED.- ALL EXPOSED WOOD EDGES SHALL HAVE A MIN 6MM RADIUS.- BOLTS ARE 19MM HDG CARRIAGE BOLTS UNLESS OTHERWISE STATED.- STRUCTURAL SCREWS ARE 3/8" GRK RSS SCREWS UNLESS OTHERWISE STATED.- MULTI-PURPOSE SCREWS ARE #10 R4 SCREWS UNLESS OTHERWISE STATED.- 28 DAY CONCRETE STRENGTH IS 35 MPA MINIMUM, EXPOSURE CLASS C-1 WITH 5-8% ENTRAINED AIR.- EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF CAN/CSA-Z614-14 "CHILDREN'S PLAYSPACES AND EQUIPMENT".- THE STRUCTURES FEATURED IN THESE PLANS ARE INTENDED FOR CHILDREN AGED 5 - 12 YEARS OLD.- VISUAL DETAILS INCLUDING BUT NOT LIMITED TO: NET SPACING, ROPE APPEARANCE AND COLOURS ARE FOR CONCEPTUAL PURPOSES ONLY.- ALL 152X152 VERTICAL MEMBERS SHALL COMPLY WITH NON-DPS REQUIREMENTS.- ALWAYS WEAR PROPER PPE AND FOLLOW SAFE PRACTICES.

- EWC: EASTERN WHITE CEDAR- WRC: WESTERN RED CEDAR- DPS: DESIGNATED PLAY SURFACE- GRK RSS: RUGGED STRUCTURAL SCREW. CLIMATEK™ COATED AC257 APPROVED. CASE HARDENED STEEL, ESR-2442 APPROVED- GRK R4: MULTI-PURPOSE SCREW. CLIMATEK™ COATED AC257 APPROVED. CASE HARDENED STEEL, ESR-3201 APPROVED

LEGEND

MAXIMUM HEIGHT: 2600 mm

MAX FALL HEIGHT: 0mm AT GRADE ELEMENT

MINIMUM AREA OF SURFACING: NONE REQUIRED

KEY DATA

PRELIMINARY - NOT FOR CONSTRUCTION

12/19/2016

REVISION HISTORYV. NO MM/DD/YY COMMENTS

1.0 Specification Package

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GENERAL NOTESREFERENCE IMAGE

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01PBlock 31 - Toronto

PROPERTY OF EARTHSCAPE - DO NOT COPY. DO NOT DISTRIBUTE.


PROPERTY O

F EARTHSCAPE - DO N

OT CO

PY. DO N

OT DISTRIBU

TE.

PRO

PERT

Y O

F EA

RTHS

CAPE

- DO

NO

T CO

PY.

DO N

OT

DIST

RIBU

TE.

AWDRAWN BY:

tel: 519.669.2972toll free: 1.877.269.2972fax: 519.669.5085

web: earthscapeplay.caemail: [email protected]

CHECKED BY:

CURRENT VERSION

v1.0

BEE HIVE HUT - PLAN VIEW

P301 PLAN VIEW

SCALE 1:25 PRELIMINARY - NOT FOR CONSTRUCTION

2553 mm

1186 mm




PROPERTY O

F EARTHSCAPE - DO N

OT CO

PY. DO N

OT DISTRIBU

TE.

PRO

PERT

Y O

F EA

RTHS

CAPE

- DO

NO

T CO

PY.

DO N

OT

DIST

RIBU

TE.

AWDRAWN BY:

tel: 519.669.2972toll free: 1.877.269.2972fax: 519.669.5085


CHECKED BY:

CURRENT VERSION

v1.0

BEE HIVE HUT - ELEVATIONS & PERSPECTIVES

SAFETY SURFACING SAFETY SURFACING

P301 FRONT ELEVATION

SCALE 1:50

NOTE: FOOTING DETAILS TBD

P302 SIDE ELEVATION

SCALE 1:50



2600

mm

1271

mm




PROPERTY O

F EARTHSCAPE - DO N

OT CO

PY. DO N

OT DISTRIBU

TE.

PRO

PERT

Y O

F EA

RTHS

CAPE

- DO

NO

T CO

PY.

DO N

OT

DIST

RIBU

TE.

AWDRAWN BY:

tel: 519.669.2972toll free: 1.877.269.2972fax: 519.669.5085


CHECKED BY:

CURRENT VERSION

v1.0

LOG JAM - GENERAL NOTES, REVISIONS



LEGEND


MAX FALL HEIGHT: 2600 mm

MINIMUM AREA OF SURFACING: 76 m²

KEY DATA


12/19/2016



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PROPERTY O

F EARTHSCAPE - DO N

OT CO

PY. DO N

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RTHS

CAPE

- DO

NO

T CO

PY.

DO N

OT

DIST

RIBU

TE.

AWDRAWN BY:

tel: 519.669.2972toll free: 1.877.269.2972fax: 519.669.5085


CHECKED BY:

CURRENT VERSION

v1.0

LOG JAM - PLAN VIEW

P301 PLAN VIEW


MINIMUM EXTENT OFSAFETY SURFACING

NET CLIMBER

1800

mm

MIN

10874 mm

2643

mm




PROPERTY O

F EARTHSCAPE - DO N

OT CO

PY. DO N

OT DISTRIBU

TE.

PRO

PERT

Y O

F EA

RTHS

CAPE

- DO

NO

T CO

PY.

DO N

OT

DIST

RIBU

TE.

AWDRAWN BY:

tel: 519.669.2972toll free: 1.877.269.2972fax: 519.669.5085


CHECKED BY:

CURRENT VERSION

v1.0

LOG JAM - ELEVATIONS & PERSPECTIVES



SCALE 1:100


P302 SIDE ELEVATION

SCALE 1:100



5988

mm

2233

mm

2549

mm

400

mm




PROPERTY O

F EARTHSCAPE - DO N

OT CO

PY. DO N

OT DISTRIBU

TE.

PRO

PERT

Y O

F EA

RTHS

CAPE

- DO

NO

T CO

PY.

DO N

OT

DIST

RIBU

TE.

AWDRAWN BY:

tel: 519.669.2972toll free: 1.877.269.2972fax: 519.669.5085


CHECKED BY:

CURRENT VERSION

v1.0

LUMBERJACK LOG JAM - GENERAL NOTES, REVISIONS



LEGEND


MAX FALL HEIGHT: 1800 mm

MINIMUM AREA OF SURFACING: 34 m²

KEY DATA


12/14/2016



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01PSackville Park - City of Toronto



PROPERTY O

F EARTHSCAPE - DO N

OT CO

PY. DO N

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TE.

PRO

PERT

Y O

F EA

RTHS

CAPE

- DO

NO

T CO

PY.

DO N

OT

DIST

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TE.

AWDRAWN BY:

tel: 519.669.2972toll free: 1.877.269.2972fax: 519.669.5085


CHECKED BY:

CURRENT VERSION

v1.1

JUNIOR LOG JAM - PLAN VIEW

P301 PLAN VIEW


MINIMUM EXTENT OFSAFETY SURFACING

1800 mm MIN

2786 mm




PROPERTY O

F EARTHSCAPE - DO N

OT CO

PY. DO N

OT DISTRIBU

TE.

PRO

PERT

Y O

F EA

RTHS

CAPE

- DO

NO

T CO

PY.

DO N

OT

DIST

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AWDRAWN BY:

tel: 519.669.2972toll free: 1.877.269.2972fax: 519.669.5085


CHECKED BY:

CURRENT VERSION

v1.1

JUNIOR LOG JAM - ELEVATIONS & PERSPECTIVES



SCALE 1:100


P302 LEFT ELEVATION

SCALE 1:100



5638

mm

1835

mm

289

mm




PROPERTY O

F EARTHSCAPE - DO N

OT CO

PY. DO N

OT DISTRIBU

TE.

PRO

PERT

Y O

F EA

RTHS

CAPE

- DO

NO

T CO

PY.

DO N

OT

DIST

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AWDRAWN BY:

tel: 519.669.2972toll free: 1.877.269.2972fax: 519.669.5085


CHECKED BY:

CURRENT VERSION

v1.1

ROBINIA DECK - GENERAL NOTES, REVISIONS



LEGEND

AREA: 202 m2 (2178 SQ.FT.)

MATERIAL: robinia pseudoacacia

KEY DATA


12/19/2016



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NO

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PY.

DO N

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DIST

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AWDRAWN BY:

tel: 519.669.2972toll free: 1.877.269.2972fax: 519.669.5085


CHECKED BY:

CURRENT VERSION

v1.0

ROBINIA DECK - PLAN VIEW

P301 PLAN VIEW


1573

5 m

m

5345 mm 4135 mm 5920 mm 10550 mm

25950 mm

2400

mm

19000 mm

9815

mm

6740 mm

3085

mm

2155

mm

3090

mm

7405

mm




PROPERTY O

F EARTHSCAPE - DO N

OT CO

PY. DO N

OT DISTRIBU

TE.

PRO

PERT

Y O

F EA

RTHS

CAPE

- DO

NO

T CO

PY.

DO N

OT

DIST

RIBU

TE.

AWDRAWN BY:

tel: 519.669.2972toll free: 1.877.269.2972fax: 519.669.5085


CHECKED BY:

CURRENT VERSION

v1.0

ROBINIA DECK - ELEVATIONS & PERSPECTIVES

SAFETY SURFACING


SCALE 1:75



150

mm

TYP

OPENING FOR TREE

PERIMITER BANDING




PROPERTY O

F EARTHSCAPE - DO N

OT CO

PY. DO N

OT DISTRIBU

TE.

PRO

PERT

Y O

F EA

RTHS

CAPE

- DO

NO

T CO

PY.

DO N

OT

DIST

RIBU

TE.

AWDRAWN BY:

tel: 519.669.2972toll free: 1.877.269.2972fax: 519.669.5085


CHECKED BY:

CURRENT VERSION

v1.0



November 2016 32 37 00

10: Bead and block panel.


.2 Quantity: 1

11: Convex & Concave

.1 Quantity: 1

12: Waterplay Jet - Ground Geyser, SW,LFN; Jet Stream, Embedment; Water Jelly N°1,

Embedment

.1 Quantity: 6


13: SkyWays Triangle Sail

.1 Quantity: 2


Supplier: ABC Recreation Ltd.

Shaun Goodyer

Regional Representative

P 800-267-5753

F 519-442-7378

[email protected]

14: Freenotes Harmony Park Tuned Drums

.1 Quantity: 1


15: Freenotes Harmony Griffin.

. .1 Quantity: 1


Supplieer: Linda White

Blue Imp Recreational Products, Southern Ontario

416 566 7249




November 2016 32 37 00

PART 3: EXECUTION

3.1 EXAMINATION

3.1.1 Examine areas to receive benches.

3.1.2 Notify Owner’s Representative of conditions that would adversely affect installation or subsequent

use.

3.1.3 Do not begin installation until unacceptable conditions are corrected.

3.2 INSTALLATION

3.2.1 Install benches in accordance with manufacturer’s instructions at locations indicated on the

Drawings.

3.2.2 Install benches level.

3.2.3 Anchor benches securely in place

3.3 ADJUSTING

3.3.1 Finish Damage: Repair minor damages to finish in accordance with manufacturer’s instructions and

as approved by Owner’s Representative.

3.3.2 Component Damage: Remove and replace damaged components that cannot be successfully

repairs as determined by Owner’s Representative.

3.4 CLEANING

3.4.1 Clean benches promptly after installation in accordance with manufacturer’s instructions.

3.4.2 Do not use harsh cleaning materials or methods that could damage finish.

3.5 PROTECTION

3.5.1 Protect installed benches to ensure that, except for normal weathering, benches will be without

damage or deterioration at time of Substantial Completion.

END OF SECTION

31 05 19.13-4

manufacturers recommendations.

B. Review all equipment for conformance with CSA Z614-14, by 3rd party Certified Playground Safety Inspector

END OF SECTION

83.70

83.30

83.75

83.60

83.90

83.75

430-500

VA

RIE

S

38mm X 140mm (2"X6")

ROBINIA WOOD BOARD (TYP.)

38mm X 235mm (2"X10")

P.T. WOOD JOIST (TYP.)

38mm X 235mm (2"X10")

P.T. WOOD BRIDGING (TYP.)

9

L12.07

WOOD CROSS BEAM

AT C.I.P. CONCRETE POST (DETAIL - C)

8

L12.07

WOOD DECK - CIP CONCRETE BEAM

DETAIL - B

CONTINUOUS C.I.P.

CONCRETE FOOTING

300mm Ø C.I.P. CONCRETE

POST (TYP.)

7

L12.07

CIP CONCRETE BEAM

DETAIL - A

10

L12.07

WOOD JOIST CONNECTED TO CONCRETE

RETAINING WALL (DETAIL-D)

83.70

6

L12.01

GUARD RAIL

CONCRETE RETAINING WALL

REFER TO STRUCTURAL DWGS.

20002193

VARIES

3000

83.48

83.30

1

L12.00

CIP CONCRETE PAVING

83.60

83.48

83.75

83.60

83.90

83.75

180-230

VA

RIE

S

38mm X 140mm (2"X6")


38mm X 235mm (2"X10")


38mm X 235mm (2"X10")



POST (TYP.)

CONTINUOUS C.I.P.

CONCRETE FOOTING

8

L12.07


(DETAIL-B)

10

L12.07



8

L12.07


(DETAIL-B)

9

L12.07

WOOD CROSS BEAM


7

L12.07

CIP CONCRETE BEAM

DETAIL - A

6

L12.01

GUARD RAIL



83.70

83.30

430-500

VA

RIE

S

38mm X 140mm (2"X6")


38mm X 235mm (2"X10")


38mm X 235mm (2"X10")


300mm Ø C.I.P.

CONCRETE POST (TYP.)

CONTINUOUS C.I.P.

CONCRETE FOOTING

10

L12.07



9

L12.07

WOOD CROSS BEAM


7

L12.07

CIP CONCRETE BEAM

DETAIL - A

FIN. GRADE

5

L12.00

PERMEABLE PAVING

83.60

83.27

83.60

38mm X 140mm (2"X6")


38mm X 235mm (2"X10")


38mm X 235mm (2"X10")



POST (TYP.)

CONTINUOUS C.I.P.

CONCRETE FOOTING

280-330

VA

RIE

S

10

L12.07



9

L12.07

WOOD CROSS BEAM


7

L12.07

CIP CONCRETE BEAM

DETAIL - A

6

L12.01

GUARD RAIL



83.48

83.30

160-230

VA

RIE

S

38mm X 140mm (2"X6")


38mm X 235mm (2"X10")


38mm X 235mm (2"X10")



POST (TYP.)

CONTINUOUS C.I.P.

CONCRETE FOOTING

5

L12.00

PERMEABLE PAVING

10

L12.07



9

L12.07

WOOD CROSS BEAM


7

L12.07

CIP CONCRETE BEAM

DETAIL - A

6

L12.01

GUARD RAIL



83.70

83.20

83.75

83.60

83.90

83.75

83.60

83.70

83.27

83.90

83.60

83.48

83.30

83.48

83.25

FINISH GRADEFINISH GRADE

TOP OF WOOD DECK

TOP OF WOOD DECK TOP OF WOOD DECK TOP OF WOOD DECK

CIP CONCRETE BEAM

CIP CONCRETE BEAM

CIP CONCRETE BEAM

CIP CONCRETE BEAM

CIP CONCRETE BEAM

CIP CONCRETE BEAM

517 Wellington St W. , Suite 404

Toronto, Ontario

Canada M5V 1G1

T 416 979 9834

F 416 979 3763

ARCHITECTURE

INTERIORS

TRANSPORTATION

PLANNING

GROUP OF COMPANIES

BLOCK 31

DEVELOPMENT

The Planning Partnershipurban design . landscape architecture . planning . communications

1255 Bay Street, Suite 500 Toronto, Ontario, Canada M5R 2A9t. 416.975.1556 f. 416.975.1580 [email protected]

LANDSCAPE SECTIONS

WOOD DECK

L11.01

1

DECK ELEVATION AT JUNIOR PLAY AREA

L11.01

2

DECK SECTION A-A AT JUNIOR PLAY AREA

L11.01

3

DECK SECTION B-B AT JUNIOR PLAY AREA

L11.01

4DECK SECTION C-C AT JUNIOR PLAY AREA

L11.01

SCALE: 1:30

SCALE: 1:30

SCALE: 1:30

SCALE: 1:30

5

DECK SECTION D-D AT JUNIOR PLAY AREA

L11.01

6

DECK SECTION E-E AT JUNIOR PLAY AREA

L11.01

SCALE: 1:30SCALE: 1:30

12

12

12

12

EQ.

2000 T

YP

.

CIP CONCRETE PAVING DETAIL PATTERN PLAN - NTS.

1200 TYP.

SAW CUT SCORE LINE (TYP.)

EXPANSION JOINT (TYP.) SAW CUT SCORE LINE/EXPANSION JIONT (TYP.)

EQ. EQ.

VARIES

EXPANSION JOINT (TYP.)

6000 MAX.

GRANULAR 'A'

COMPACTED TO 98% S.P.M.D.D.

32 MPA CONCRETE PAVING (TYP.)

REFER TO LAYOUT PLAN FOR FINISH

TYPICAL EXPANSION JOINT

SUBGRADE


SAWCUT

CONTROL JOINT

JOINT SEALANT OVER CLOSED CELL FOAM

EXPANSION JOINT. SEE SPECIFICATIONS

CLOSED-CELL FOAM EXPANSION JOINT

FILLER BY W.R. MEADOWS OR APPROVED

EQUAL. PROVIDE EXPANSION JOINTS @

6000mm O.C. (MAX.) AT CHANGE IN

MATERIAL, AT STRUCTURES OR AS

SHOWN ON DRAWINGS. INSTALL AS PER

MANUFACTURER'S RECOMMENDATION.

150

b

NOTES:

1. b = 150mm (OFF SLAB)

VARIES (ON SLAB)

2. EXPANSION JOINTS TO BE PROVIDED EVERY 6m.

3. CONTROL JOINTS TO BE PROVIDED EVERY 2.0m.

4. CAULKING IS REQUIRED AT INTERFACE OF ALL

CONCRETE POURS, SEATING WALLS, STEPS ETC.

ON SLAB

10

35

CONCRETE SLAB

REFER TO ARCHT'L DWGS

OFF SLAB

DRAINAGE LAYER OVER PROTECTION BOARD, OVER WATER

PROOF MEMBRANE. REFER TO ARCHT'L DWGS.

32 MPA CONCRETE PAVING (TYP.)

REFER TO LAYOUT PLAN FOR FINISH

GRANULAR 'A' BASE


FINISH GRADE

BASE COURSE PER SPECIFICATIONS

WEARING COURSE SURFACINGPRODUCT AND COLOUR AS PER SPECIFICATIONS

150 mm GRANULAR "A"COMPACTED to 98% S.P.M.D.D.

SUBGRADECOMPACTED 98% S.P.M.D.D.

14

01

50

LANDSCAPE FABRIC

60

0m

m M

IN

.

100 100

150mm/100mm DIA PERFORATED PE PIPE.CONNECT TO DRAINAGE SYSTEM. - REFERTO MECH. DWGS. FOR INFORMATION

6.5mm WASHED CHIP STONE, HIGH PERFORMANCEBEDDING(HPB)

WRAP HIGH PERFORMANCE BEDDING(HPB) WITH MIRAFI140N WOVEN GEOTEXTILE OR APPROVED EQUIVALENT

PRECAST UNIT PAVERS AS PER SPECIFICATION

150

70

HPB GRANULAR JOINTING MATERIAL

HPB SETTING BED

SUBGRADECOMPACTED TO 98% S.P.M.D.D.

19 MM TYPE II CLEARSTONE BASE (OPSS 1004)COMPACTED TO 98% S.P.M.D.D.

7

PRECAST UNIT PAVERS AS PER SPECIFICATIONREFER TO L-103 FOR LAYOUT INFORMATION

HPPB GRANULAR JOINTING MATERIAL

HPB SETTING BED

SUBGRADECOMPACTED TO 98% S.P.M.D.D.

19 MM TYPE II CLEARSTONE BASE (OPSS 1004)COMPACTED TO 98% S.P.M.D.D.

CIP CONCRETE PAVING

150 150

11 1

1

11

200

150 GRANULAR "A"COMPACTED TO 98% S.P.M.D.D.

VA

RIE

S

MA

X 400

PLAY SAND SURFACEAS PER SPECIFICATION

GRANULAR "A"COMPACTED to 98% S.P.M.D.D.

SUBGRADECOMPACTED to 98% S.P.M.D.D.

ROUNDED ROCK BOULDERSSIZE VARIES TO MATCH PLAN (LENGTH VARIESFROM 750MM TO 2500MM, WIDTH VARIES FROM350MM TO 900MM).BOULDER SELECTION UNDER DIRECTION OF THECONSULTANT, SMOOTH LEVEL TOP SURFACE.SET BOULDER SO THAT MINIMUM OF 1

3 OR 12 TOTALDEPTH BELOW FINISH GRADE.

150150

150

MIN

SYNTHETIC TURF SURFACE, OMNIGRASS 41:-POLYETHELENE FIBRE-GROUND RUBBER INFILL-FOUR LAYERS PRIMARY BACKING

150

150mm CLEAR CRUSH STONE 19mmØ, REFER TOSPECIFICATION

300mm x 25mm DRAINAGE STRIP, ENKATURF 9323 ORAPPROVED EQUAL, WITH BONDED FILTER FABRIC, SECUREWITH 150mm GALV. STEEL SPIKES @ 4.5m O.C. CONNECTTO STORM MIN. 5% SLOPE. REFER TO CIVIL

FILTER FABRIC

200

200mm SITE DERIVED CLEAN FILL, GRADED IN 200mm LIFTS,COMPACTED TO MIN. 95% S.P.M.D.D.SEE GEOTHECNICAL REPORT FOR FILL REQUIREMENTS.

200mm SITE DERIVED CLEAN FILL,GRADED TO SUBGRADE REQUIREMENTS.

EXISTING SUBGRADE

200

450 M

AX

.

ARMOURSTONE

REUSE ONSITE ARMOURSTONE

TO CREATE SEATWALL

300

600 ±

GRANULAR "B"


GRANULAR "A"


1

6

EXISTING WOODLAND

150

MIN

. 750

SUBGRADE


MIN

. 300

UNIT PAVER

PLATING SOIL

REFER TO SPECIFICATION

FILTER FABRIC

50

GEOTEXTILE FILTER

FABRIC

150

1

1

GRANULAR 'A'


EXISTING SUBGRADE


50mm THK. FLAGSTONE PAVERS

(STONE SIZES VARIES REFER TO PLAN)

50mm-100mm GAP FILLED WITH MULCH

GEOTEXTILE

15

0

50mm - 100mm GAP

ADJACENT C.I.P.

CONCRETE PAVING

FIN. GRADE

ROUNDED ROCK BOULDERSSIZE VARIES TO MATCH PLAN BOULDERSELECTION UNDER DIRECTION OF THECONSULTANT, SMOOTH LEVEL TOP SURFACE.SET BOULDER SO THAT MINIMUM OF 1

3 OR 12 TOTAL

DEPTH BELOW FINISH GRADE.

PERMEABLE PAVING

VA

RIE

S

MA

X 300

FILL WITH NON SHRINK GROUT,SPREAD RUBBER SURFACE OVER GROUT

111

1

150

MIN

.

150

150


SUBGRADECOMPACTED to 98% S.P.M.D.D.

PERMEABLE PAVING

CIP REINFORCED CONCRETE CURB

REFER TO STRUCTURAL DWGS. FOR REINFORCING

INFORMATION

SAND BASE STRUCTURAL SOIL

COMPACTED TO 92% - 95% S.P.D.

100-300mm COBBLE STONE

CONCRETE SLAB

15

0

100 150

SUBGRADE


GRANULAR 'A'


300

PLANTING SOIL

VA

RIE

S

15

00

M

AX

.

12

00

FINISH GRADE

C.I.P. CONCRETE PLANTER WALL

REFER TO STRUCTURAL DRAWINGS

EXPANSION JOINT

BUILDING FACE

3/4" PVC WEEP HOLES@ 1000mm

O.C. 2% SLOPE

CLEAR STONE WITH FILTER FABRIC

50

GRANULAR 'A'


15@300 TOP & BOT. E.W. IN

FOOTING

10@300 HOR.

15@300 VERT.

DOWELS TO MATCH WALL VERTICALS

75

0

NOTE:

f'c = 35 MPa, CLASS C1 CONCRETE

CLEAR COVER = 40mm UNLESS

NOTED

ROUNDED ROCK BOULDERSSIZE VARIES TO MATCH PLAN (LENGTH VARIES FROM 750MMTO 2500MM, WIDTH VARIES FROM 350MM TO 900MM).BOULDER SELECTION UNDER DIRECTION OF THECONSULTANT, SMOOTH LEVEL TOP SURFACE.SET BOULDER SO THAT MINIMUM OF 1

3 OR 12 TOTAL DEPTH

BELOW FINISH GRADE.

WOOD DECK



VA

RIE

S

MA

X 300

11

150

MIN

.

11

150

CIP CONCRETE CURB

ROUNDED ROCK BOULDERSSIZE VARIES TO MATCH PLAN (LENGTH VARIES FROM 750mm TO 2500mm, WIDTH VARIESFROM 350mm TO 900mm).BOULDER SELECTION UNDER DIRECTION OF THE CONSULTANT, SMOOTH LEVEL TOPSURFACE.SET BOULDER SO THAT MINIMUM OF 1

3 OR 12 TOTAL DEPTH BELOW FINISH GRADE.

PLANTING SOIL


VA

RIE

S

MA

X 450

1

50

2

1

2

FINISH GRADEFINISH GRADE


WEARING COURSE SURFACINGPRODUCT AND COLOUR AS PER SPECIFICATIONS

150 mm GRANULAR "A"COMPACTED to 98% S.P.M.D.D.


14

01

50

LANDSCAPE FABRIC

60

0m

m M

IN

.

100 100

150mm/100mm DIA PERFORATED PE PIPE.CONNECT TO DRAINAGE SYSTEM. - REFERTO MECH. DWGS. FOR INFORMATION

6.5mm WASHED CHIP STONE, HIGH PERFORMANCEBEDDING(HPB)

WRAP HIGH PERFORMANCE BEDDING(HPB) WITH MIRAFI140N WOVEN GEOTEXTILE OR APPROVED EQUIVALENT

SUBGRADE


GRANULAR 'A'


20

0

200

VA

RIE

S

MA

X. 1

20

0

12

00

FINISH GRADE

C.I.P. CONCRETE WALL


FOR REINFORCING INFORMATION

EXPANSION JOINT

800

1

CIP CONCRETE PAVING (TYP.)

L12.00

SCALE-1:10

2

RUBBERIZED PLAY SURFACE

L12.00

SCALE-1:10


Toronto, Ontario

Canada M5V 1G1

T 416 979 9834

F 416 979 3763

ARCHITECTURE

INTERIORS

TRANSPORTATION

PLANNING

GROUP OF COMPANIES

BLOCK 31

DEVELOPMENT



HARDSCAPE DETAILS

L12.00

5

PERMEABLE PAVING

L12.00

SCALE-1:10

6PERMEABLE PAVING AND CIP CONCRETE PAVING TRANSITION

L12.00

SCALE-1:10

7ARTIFICIAL TURF

L12.00

SCALE-1:10

9

BOULDER (TYP.)

L12.00

SCALE-1:10

13

ARMOURSTONE RETAINING WALL

L12.00

SCALE-1:10

14FLAGSTONE (TYP.)

L12.00

SCALE-1:10

10

BOULDER SEAT

L12.00

SCALE-1:10

4

CIP CONCRETE CURB

AT PERMEABLE PAVING

L12.00

SCALE-1:10

3

RUBBERIZED MULCH PLAY SURFACE

L12.00

SCALE-1:10

8

CIP CONCRETE PLANTER WALL

L12.00

SCALE-1:20

11 BOULDER ON COMPACTED SOIL (TYP.)

L12.00

SCALE-1:10

12

BOULDER IN WOOD DECK

L12.00

SCALE-1:10

15C.I.P. CONCRETE SIGNAGE WALL

L12.00

SCALE-1:20

13.

STAIR TOOLED EDGE

256 12

R

1

0

1% SLOPE

80

300

(TYP.)

350 150150

1

5

0

350 150150

82

91

5

C.I.P REINFORCED CONCRETE STEPS

C.I.P. CONC.

PAVING

EXPANSION JOINT

15

0

C.I.P. COLOURED CONCRETE

PAVING. REFER TO SPECIFICATION

CONC . FOUNDATION &

FOOTING,

REINFORCEMENT BARS

REFER TO STRUCTURAL

12

00

203

300

COMPACTED SUBGRADE

GRANULAR 'A' COMPACTED TO

98% S.P.M.D.D.

S.S. HANDRAIL, BRUSH FINISH

S.S. FLATBAR AND SUPPORT,

WELD TO HANDRAIL AND

BOLTED TO STANCHION

S.S. STACHION, 2 x 12.5mm THK.

STAINLESS STEELOR ALUM.

FINS

BS 85.28

TS 86.63

500

152

75

10

2

26

50

S.S. BASE PLATE THREADED

TO BOLT AND CONC.

RETAINING WALL W/ EPOXY

12.5mm THK. S.S. FINS

WELD TO BASE PLATE

Ø12mm S.S. NUT AND BOLT

ASSEMBLE, EMBEDDED IN

CONCRETE AND EPOXIED

26

TOP PLAN - STANCHION BASE PLATE

C.I.P. CONC. PAVING

12.5mm THK. S.S. STANCHION BASE PLATE

CROSS SECTION - HANDRAILS

50

25

13

25

38

38

12.5mm THK. S.S. WELD TO

BASE PLATE

H.S.S. 3.175mm THK.

EXTRUDED CIRCULAR RAILING

38

20

6mm. THK. FLATBAR SUPPORT

RADIUS TO MATCH RAILING

6mm. THK. UPRIGHT FLATBAR

SUPPORT RADIUS TO MATCH

SUPPORT, WELDED TO

STANCHION

1200

300

21

15

15 @ 300 HEF,

10 @ 300 VEF

15 @ 300 HEF,

10 @ 300 VEF

1 - 15 CONT. BAR BEND

(EPOXY COATED

REINFORCEMENT)

15 @ 300 (EPOXY COATED

REINFORCEMENT)

15 @ 300 EACH WAY IN

CENTER (EPOXY COATED

REINFORCEMENT)

15 @ 300 (EPOXY COATED

REINFORCEMENT)

1 - 15 CONT. BAR BEND

(EPOXY COATED

REINFORCEMENT)

NOTE:

f'c = 35 MPa, CLASS C1

CONCRETE


NOTED

40

0 M

IN

. T

YP

.

525

VA

RIE

S

525 M

AX

.1200 M

IN

.300

450

1200

C.I.P REINFORCED

CONCRETE SEATWALL

EXPANSION JOINT

C.I.P. CONCRETE PAVING

C.I.P. CONC. PAVING

EXPANSION JOINT

FIN. GRADE

SUBGRADE



98% S.P.M.D.D.

FIN. GRADE

SUBGRADE


450

15@300 VEF

15@300 HEF

3 - 15 CONT.

NOTE:


CONCRETE


NOTED

100200 200

GRANULAR 'A'


SUBGRADE


CIP CONCRETE @ 32 MPA

VA

RIE

S

300 - 500

1200

250

400 650 400

450

C.I.P. REINFORCED

CONCRETE SEATWALL

LIGHT SANDBLAST FINISH

IPE BENCH ASSEMBLY

MOUNTED TO 450mm WIDTH

CONCRETE WALL. REFER TO

STRUCTURAL DRAWINGS FOR

REINFORCING INFORMATION

EXPANSION JOINTS

461mm

88m

m

GRANULAR "A"


SUBGRADE


CONTINUOUS C.I.P.

CONCRETE FOOTING,

REFER TO STRUCTURAL

SEE WOOD ASSEMBLY

ENLARGEMENT DETAILS

WOOD ASSEMBLY ENLARGEMENT DETAILS

44m

m

38mm TYP. 9mm TYP.

436mm

450mm

252mm

101m

m

92mm 92mm

38mm X 88mm IPE WOOD

SLATS ON EDGE

BEVEL END EGES TO

1

2

" RAD.

.5 X 3/8" THK. NYLON SPACER

1/2" Ø GALV. STEEL THREADED ROD

WITH NUT/WASHER ASSEMBLY

BOTH ENDS

GALV. STEEL PLUG

MOUNTEDFLUSH WITH WOOD

SURFACE BOTH ENDS

4 -1/2"Ø RODS WELDED TO

STEEL PLATE, EMBEDDED IN

CONCRETE

C.I.P. REINFORCED

CONCRETE SEATWALL


450

100m

m

200 MAX.

1020mm 1020mm

100mm INDENT 200 MAX.

GALV. PLUG FLUSH TO WITH

IPE WOOD SURFACE

5mm MAX. CONTROL JOINTS

IPE WOOD BENCH

ASSEMBLY MOUNTED TO

450mm WIDTH CONCRETE

WALL

SECTION


C.I.P. REINFORCED

CONCRETE SEATWALL


200 MAX.

2040mm MAX.

545 525 570 200

5mm MAX. CONTROL JOINTS

200 TYP.

GALV. PLUG FLUSH TO WITH

IPE WOOD SURFACE

50mm X 100mm IPE SLATS ON EDGE-UNTREATED

ELEVATION

PLAN

INDENT BETWEEN WOOD BENCH SEGMENT AS

SKATEBOARD DETERRENT, IPE INDENT ONLY AT PAVED

SIDE OF BENCH. NO INDENT WHERE LANDSCAPE IS

ADJACENT.

461mm

88m

m

SECTION DETAILS @ IPE GAP

38mm TYP. 9mm TYP.

450mm

IPE WOOD SLATS (BEYOND)

C.I.P. REINFORCED

CONCRETE SEATWALL


IPE WOOD BENCH ASSEMBLY

10

UPSTAND STEEL PLATE DETAILS

76m

m 95m

m

75

150

101mm 101mm

BEVEL ALL CORNERS-WELD

AT 1/2" RADIUS TYP.

GALV. STEEL PLATE

460

C.I.P. REINFORCED

CONCRETE SEATWALL


25

INDENT BETWEEN WOOD

BENCH SEGMENT AS SKATEBOARD

DETERRENT

25

PLANTING SOIL

150

150

530

FILTER FABRIC OVERLAP

JOINT 100mm

20mm Ø CLEAR STONE

3/4" Ø PVC WEEP HOLE

@1000mm O.C. 2% SLOPE

500

335

GALV. UPSTAND STEEL PLATE

50

GALV. STEEL PLATE

2 - 15 CONT.

15 @ 300 HOR. E.F.

15 @ 300 VERT. E.F.

NOTE:


CONCRETE


NOTED

152

75

10

2

26

50


TO BOLT AND CONC.



WELD TO BASE PLATE




26


SECTION DETAIL - A

50

25

13

25

38

38


BASE PLATE

H.S.S. 3.175mm THK.


38

20





SUPPORT, WELDED TO

STANCHION

11

90

20

0

12

00

9000

1500 1800 TYP.

90

0

C.I.P REINFORCED CONCRETE RAMP, REFER

TO DETAIL # 1/L12.00


20

0

300

COMPACTED SUBGRADE


98% S.P.M.D.D.

S.S. HANDRAIL, BRUSH FINISH

S.S. FLATBAR AND SUPPORT, WELD TO

HANDRAIL AND BOLTED TO STANCHION

S.S. STACHION, 2 x 12.5mm THK.

STAINLESS STEELOR ALUM. FINS

150150 150

15

0

6.6

6%

SLO

PE

C.I.P REINFORCED CONCRETE CURB

145

1700

20

07

00

90

0

1000

1150

150 150

SECTION

DETAIL - A

SECTION

DETAIL - B


BASE PLATE

C.I.P REINFORCED

CONCRETE CURB

RAMP CROSS SECTION

102

5050 50

150

26 26

SECTION DETAIL - B


TO BOLT AND CONC.



WELD TO BASE PLATE




C.I.P REINFORCED CONCRETE

CURB

24 24



FIN. GRADE

11

50

11

00

10

73

150

250

ADJACENT C.I.P.

CONCRETE PAVING

C.I.P. CONCRETE

RETAINING WALL

S.S. BASE PLATE THREADED TO

BOLT AND CONC. RETAINING

WALL W/ EPOXY

S.S. Ø24mm CIRCULAR SECTION

BRACING AT STANCHION, WELD IN

PLACE

S.S. Ø24mm CIRCULAR

SECTION BRACING AT

STANCHION, WELD IN

PLACE

S.S. ARM TO SUPPORT

RAIL, 6mm WELD TO

HOR. STANCHION

MOUNTING BAR

S.S. 6mm THK. MOUNTING

BAR, RADIUS TO MATCH

HOR. METAL RAIL, WELD TO

HOR. METAL RAIL

S.S. Ø50mm CIRCULAR SECTION

TOP RAIL

GLASS PANEL

REFER TO ARCHITECTURAL

GUARDRAIL DETAILS

250

SEE ENLARGEMENT

DETAIL - A

SEE ENLARGEMENT PLAN DETAIL - B

C

L

C

L

3

2

2

6

8

4

8

WELD JOINTS,

SEE SHOP DRAWINGS

ENLARGEMENT DETAIL - A

CORE TO ACCEPT

CIRCULAR SECTION

BRACING

ENLARGEMENT PLAN DETAIL - B

15

2

75

127

26 75

CABLE HOR. RAILING

COUNTERSUNK HEAD


TO BOLT AND CONC.


12.5mm THK. S.S.POST

STEEL PLATE WELD TO

BASE PLATE




10

0

1500 MAX.

TYP.

50

FACE OF BUILDING WALL

ELEVATIONSECTION

12.5mm THK. X 75mm WIDTH

S.S.POST STEEL PLATE WELD

TO BASE PLATE

NOTE:

CONTRACTOR TO PROVIDE SHOP DRAWINGS

BASED ON SITE MEASUREMENTS FOR

LANDSCAPE ARCHITECT'S APPROVAL.

FIN. GRADE

C

L

C

L

VA

RIE

S

1200 M

IN

.150

450 - 900

C.I.P REINFORCED

CONCRETE SEATWALL

EXPANSION JOINT


C.I.P. CONC. PAVING

EXPANSION JOINT

FIN. GRADE

SUBGRADE



98% S.P.M.D.D.

FIN. GRADE

SUBGRADE


150

150

100 TYP.

300

15@300 U BAR

1 - 15M H

15@300 VEF

15@300 HEF

NOTE:


CONCRETE


NOTED

400


Toronto, Ontario

Canada M5V 1G1

T 416 979 9834

F 416 979 3763

ARCHITECTURE

INTERIORS

TRANSPORTATION

PLANNING

GROUP OF COMPANIES

BLOCK 31

DEVELOPMENT



HARDSCAPE DETAILS

L12.01

2

C.I.P. CONCRETE STAIRS TYPE-2

L12.01

SCALE-1:20

1

CIP CONCRETE SEAT WALL WITH ROBINIA WOOD TOP SURFACE

L12.01

SCALE-1:10

3CIP CONCRETE SEATWALL AT PLAZA ENTRY( TYPE - 1)

L12.01

SCALE-1:20

5

RAMP DETAILS

L12.01

SCALE-1:20

GUARD RAIL DETAILS

L12.01

SCALE-1:10

6

4CIP CONCRETE SEATWALL AT PLAZA ENTRY( TYPE - 2)

L12.01

SCALE-1:20

13.

13.

13.

13.

13.

UNDISTURBED OR COMPACTED

SUBGRADE

14

23

Ø 600

OPENING

10

01

19

8

GRANITE CHIPS

REFER TO SPECIFICATIONS

GEOTEXTILE

GALV. STEEL ANGLE PAVER

RESTRAINT

PERMEABLE PAVING

HPB SETTING BED

GEOTEXTILE

570mm x 570mm x h.1200mm

CUPOLEX RIALTO SYSTEM

PLANTING SOIL MIX AS

SPECIFIED BY OTHERS

GRANULAR 'A'

COMPACTED TO 98% AS SPECIFIED BY OTHERS

FIN. GRADE

152x152 MD11.1 x MD11.1

WELDED WIRE MESH

DRAIN HOLES

15

0

150

1200 M

IN

.V

AR

IE

S

500 (20")

4 STEEL ANCHOR BOLTS AND JTYPE BOLTSREFER TO MANUFACTURER'SSHOP DRAWINGS FOR DETAILINFORMATION.

CONCRETE SONOTUBE

ANCHOR PLATE AND ANCHORBOLTSREFER TO MANUFACTURER'SSHOP DRAWINGS FOR DETAILINFORMATION.

1.0%1.0%

GRANULAR 'A' COMPACTED TO98% S.P.M.D.D.

FINISH GRADE

REINFORCED CONCRETE FOOTINGREFER TO STRUCTURAL DWGS.

(4) 10M TIES @ 200 O.C.

(4) 20M DOWELS

360

FINISHED GRADE OFADJACENT FLUSHCURB

CONC. CURB

REFER TO 6/L12.03 FOR

DETAIL INFORMATION

EXISTING ROAD

200 2001400

UNIT PAVERS REFER TO CITY STANDARD

DWG # 4/L12.02 DETAIL INFORMATION

2100 RECOMMENDED MIN. PEDESTRIAN CLEARWAY

CONCRETE SIDEWALK PER CITY STANDARD

210

Ø50mm PLASTIC DRAIN PIPE,

PLANTER CURB BEYOND

FIN. GRADE

GRANULAR 'A'


UNDISTURBED OR

COMPACTED SUBGRADE

GEOGRID 150mm MIN. BELOW

BACKFILL AT BASE. OVERLAP

300mm MIN. AT TOP OF CELLS


SPECIFIED BY OTHERS

C.I.P. CONCRETE SIDEWALK

570mm x 570mm x h.1200mm


PROPERTY LINE

HL8 CLEAR STONE OR HPB OR

U-FILL TO BE PLACED AT SAME

TIME AS PLANTING SOIL

SOIL INSPECTION PORT PER PLAN

CLEANOUT AND PVC PIPE

15

0

CONC. CURB, REFER TO 2/L12.04 FOR

DETAIL INFORMATION

EXISTING ROAD

200

2001400 TREE OPENING2100 RECOMMENDED MIN. PEDESTRIAN CLEARWAY

CONCRETE SIDEWALK PER CITY STANDARD

200

Ø50mm PLASTIC DRAIN PIPE, 3m O.C.

DOWELS

500

ROOT ZON ID MARKER, SET ATEM

INTO CONCRETE, SET MARKER

FLUSH WITH FINISHED GRADE

PLANTER CURB

FIN. GRADE

GRANULAR 'A'

COMPACTED TO 98% AS

SPECIFIED BY OTHERS

UNDISTURBED OR

COMPACTED SUBGRADE

GEOGRID 150mm MIN. BELOW

BACKFILL AT BASE. OVERLAP 300mm

MIN. AT TOP OF CELLS

PLANTING SOIL MIX AS SPECIFIED

BY OTHERS

C.I.P. CONCRETE SIDEWALK

570mm x 570mm x h.1200mm


900

ROOT BARRIER

PRE-INSTALLED SAN CONNECTION

INV. 80.73±

INCOMING INV. 81.27 (MIN)

PRE-INSTALLED 300Ø SAN @ 2.0%

PROP.1200mm SANITARY

CONTROL MANHOLE 2.

SAFETY PLATFORM AT 83.5

AS PER OPSD 404.02

MANHOLE. COVER PER

OPSD 401.010 'TYPE A'.

ACCESS INSTALLED

ACCESSIBLE LOCATION.

83.0

82.0

84.0

85.0

81.0

86.0

BLDG LINE

15

0

SUBGRADE


GRANULAR 'A'


30

0

PLANTING SOIL

VA

RIE

S1

20

0

FINISH GRADE



FOR REINFORCING INFORMATION

EXPANSION JOINT

TOP PLAN

SECTION - 'A'

5930

4535

12

00

(V

AR

IE

S)

6

0

°

20

08

00

20

0

'A'

1200

(VARIES)

3/4" Ø WEEP HOLES @ 1000mm O.C.

2% SLOPE

CLEAR STONE WITH FILTER FABRIC

C.I.P CONCRETE PAVING


C.I.P CONCRETE PAVING

PLANTING BED

STAIR HANDRAIL

1

2

0

°

FINISH GRADE

50

100 300 200

200

200

EXPANSION JOINTS

10@300 HOR. TYP.

10@300 VERT. TYP.15@250 VERT.

TYP.

300

15@250 HOR. AND VERT. IN

CENTER

75

0 T

YP

.

15@300 TOP & BOT. E.W. IN

FOOTING

NOTE:



NOTED

DOWELS TO MATCH WALL VERTICALS

UNDISTURBED OR COMPACTED

SUBGRADE

15

01

20

0

570mm x 570mm x h.1200mm



SPECIFIED BY OTHERS

GRANULAR 'A'


TREE OPENING ON PERMEABLE PAVING AND SOIL CELLS

152x152 MD11.1 x MD11.1

WELDED WIRE MESH

TREE GRATE

REFER TO DWG # 5/L13.00


SPECIFIED BY OTHERS

15

0

1200

STAIR TOOLED EDGE

25612

R

1

0

NOTE:

FOR REINFORCEMENT BARS AND

FOOTING DETAILS. REFER TO

STRUCTURAL.

1% SLOPE

80

300

(TYP.)

350 150150

1

5

0

350 150150

80

915


C.I.P. CONC.

PAVING

EXPANSION JOINT

CONC . FOUNDATION &

FOOTING,

REINFORCEMENT BARS

REFER TO STRUCTURAL

1200

COMPACTED SUBGRADE

GRANULAR 'A'

COMPACTED TO

98% S.P.M.D.D.

S.S. FLATBAR AND SUPPORT, WELD TO HANDRAIL AND

BOLTED TO STANCHION

S.S. STACHION, 2 x 12.5mm

THK. STAINLESS STEELOR

ALUM. FINS

152

75

102

26

50


TO BOLT AND CONC.



WELD TO BASE PLATE




26


C.I.P. CONC. PAVING


CROSS SECTION - HANDRAILS

50

25

13

25

38

38


BASE PLATE

H.S.S. 3.175mm THK.


BRUSH FINISH

38

20





SUPPORT, WELDED TO

STANCHION

1

7

8

8

9

0

0

2623

50

1

0

4

°

4132

ELEVATION

TOP PLAN - NTS

DOWN

5

1

0

7

2573

3

0

0

75

100

C.I.P. CONC. PLANTER

GLASS PANEL

REFER TO ARCHITECTURAL GUARDRAIL DETAILS

BUILDING ENTRANCE\EXIT- EXTERIOR

CIP CONCRETE PLANTER

4

S

T

E

P

S

PLANTING BED

H.S.S. 3.175mm THK. EXTRUDED CIRCULAR RAILING

BRUSH FINISH

H.S.S. 3.175mm THK. EXTRUDED

CIRCULAR RAILING BRUSH FINISH


SECTION - STANCHION BASE PLATE


TO BOLT AND CONC.





4mm. WIRE ROPE REFER TO

SPECIFICATIONS


WELD TO BASE PLATE

113

1626 2596

2596

1423150 900

1

5

0

300


Toronto, Ontario

Canada M5V 1G1

T 416 979 9834

F 416 979 3763

ARCHITECTURE

INTERIORS

TRANSPORTATION

PLANNING

GROUP OF COMPANIES

BLOCK 31

DEVELOPMENT



HARDSCAPE DETAILS

L12.02

3

TREE OPENING ON PERMEABLE PAVING AND SOIL CELLS

L12.02

SCALE-1:20

7

FLAG POLE BASE

L12.02

SCALE-1:20

2

L12.02

SCALE-1:20

CIP CONCRETE PAVING AND UNIT PAVERS OVER CONTINUOUS SOIL TRENCH

1 CONTINUOUS SOIL TRENCH TYPE 1 AT FORT YORK BLVD.

L12.02

SCALE-1:30

6 C.I.P. CONCRETE PLANTER WALL - TYPE 2

L12.02

SCALE-1:30

2

L12.02

1

L12.02

4

L12.02

CONCRETE PAVER BAND WITH TREES IN PLANTER

SCALE-NTS

5TREE GRATE AT CONCRETE PAVING WITH SOIL CELLS

L12.02

SCALE-1:20

8C.I.P. CONCRETE STAIRS TYPE-2

L12.02

SCALE-1:20

13.

A

50mm Ø PVC PIPES

UNDER WOOD DECK

50mm Ø EXPOSED VERTICAL PVC PIPES

ATTACHED TO WALL AND WOOD DECK

WOOD DECK

EDGE WOOD DECK

EXTERIOR BUILDING WALL

5

0

5

0

5

0

5

0

PVC PIPES END HOLES

PLAN

WOOD DECK

50mm Ø PVC PIPES

UNDER WOOD DECK

50mm Ø EXPOSED VERTICAL PVC PIPES

ATTACHED TO WALL AND WOOD DECK

ELEVATION

50

75

125

175

225

WOOD DECK

50mm Ø PVC PIPES

UNDER WOOD DECK

50mm Ø EXPOSED VERTICAL

PVC PIPES ATTACHED TO

WALL AND WOOD DECK

FIN. GRADE

100

250

VA

R.

SECTION - A

EXTERIOR BUILDING WALL

25

CIP CONCRETE PAVING

COMPACTED GRANULAR "A" to 98% S.P.D.

COMPACTED SUBGRADE 98% S.P.D.

CIP CONCRETE @ 35 MPA, REFER TO STRUCTURALDWGS. FOR INFO

450

SAND SURFACE PER SPECIFICATIONS

150

450

PLAY AREA SURFACE

(AS DIMENSIONED ON LAYOUT PLAN)

50

FIN. GRADE

1

5

0

4

5

°

150


98% S.P.M.D.D.


COMPACTED SUBGRADE

150

150

PRESSED LEAVES IMPRINTS

MAX. 1/4". REFER TO LAYOUT PLAN

EMBOZED MARBLE GRANITE GRAVEL

T.O. ROBINIA WOOD DECK

100

400 TYP.200

400

38mm X140mm ROBINIA

WOOD BOARD


COUNTERSUNK DECORATIVE SS HEX SCREW

FINISH GRADE

R

2

5

CIP CONCRETE CURB

10@300 HEF, 10@400 VEF

NOTE:



NOTED

T.O. ROBINIA WOOD DECK

150

400 TYP.200

400

38mm X140mm ROBINIA WOOD

BOARD

EXPANSION JOINT

REFER TO 1/L12.00 FOR DETAIL INFORMATION


COUNTERSUNK DECORATIVE SS HEX SCREW

FINISH GRADE

150

150

R

2

5

CIP CONC. CURB

10@300 HEF, 10@400 VEF

NOTE:



NOTED

FINISH GRADE

900

1155

2100

1070 M

IN

.

1200 M

IN

.

BIRD HOUSE

ROUND POSTS (PEELED WHITE

CEDAR) ±200mm Ø PLACED

VERTICALLY AND TIGHTLY

BUTTED TOGETHER IN LAYOUT

CONFIGURATION.REFER TO PLAN

1800

MINIMUM 150mm LIMESTONE

SCREENINGS BACKFILL

UNDISTURBED SOIL

SPIKE POSTS TOGETHER WITH

300mm LONG HOT DIPPED

GALVANIZED ARDOX/SPIRAL

SPIKES INSTALLED ON AN

ANGLE THROUGH EACH POST

AND INTO THE ADJACENT POST.

TREAT BELOW-GRADE PORTION

OF ALL POSTS WITH TWO COATS

APPROVED CLEAR AND

PENETRATING WOOD

PRESERVATIVE PRIOR TO

INSTALLATION

BEVEL TOP EDGES TO 10mm

RADIUS AND SAND SMOOTH

LENGTH AS PER PLANS

ALIGHMENT OF FENCE MAYBE CURB AND/OR POSTS OFFSET WHERE INDICATED

FINISH GRADE

WOOD STUMP SEATING (BARK REMOVED)

450-1000mm Ø, WITH MIN. DISTANCE OF

600mm ON EACH OTHER EDGE TO EDGE.

LOCATIONS AND ARRANGEMENT, REFER

TO REFERENCE AND LAYOUT PLAN

275 - 325m

m

HE

IG

HT

BEVEL TOP EDGES TO 10mm

RADIUS AND SAND SMOOTH

450mm - 1000mm Ø

TREAT BELOW-GRADE PORTION WITH TWO

COATS APPROVED CLEAR AND

PENETRATING WOOD PRESERVATIVE

PRIOR TO INSTALLATION

4090 (REFER TO SIZE OF STORAGE SHED WALL)

1200

89mm X 89mm P.T. WOOD FRAMES SECURED

AND BOLTED STORAGE SHED WALL

50mm X 70mm X 6mm X 40 S.

S. CLIP FASTEN THROUGH

WALL ASSEMBLY W/ 12mm Ø

X 125mm BOLT

912 912

PLAN DETAIL - WALL ASSEMBLY

ELEVATION DETAIL - WALL ASSEMBLY

280

1185

1185

2810

WALL ASSEMBLY

INTERIOR WALL

FASTEN SCREEN TO CLIPS

W/ 12mm Ø S. S. BOLT,

WASHERS AND NUT

38mm X 75mm IPE

VERTICAL LOUVERS

38mm X 75mm IPE

HORIZONTAL RAIL

L-SHAPE ANGLE

38mm X 75mm IPE

HORIZONTAL RAIL

38mm X 75mm IPE

VERTICAL LOUVERS

38mm X 75mm IPE

HORIZONTAL RAIL

50M

IN

.

225 M

AX

.

LOG CURBS - CHAMFER ROUND ALL

EXPOSED EDGES , SAND TO REMOVE

ALL ROUGH EDGES AND SPLINTERS

COUNTER SINK SPIKE

HEADS IN TOP OF LOG.

PLUG HOLE WITH DOWEL




SECURE BOTTOM OF LOG WITH 15M REBAR

600mm LONG @ 1000mm O.C.

PLANTING SOIL

PLANTING SOIL

500

150

ROBINIA WOOD TOP CURB

CEDAR WOOD CURB

CEDAR WOOD CURB

FIN. GRADE

± 600

300

150

SUBGRADE



98% S.P.M.D.D.

LIMESTONE STEPS/SEATING

C.I.P. CONC. PAVING

150

150

150

1

5

0

150

150


450


150

450

PLAY AREA SURFACE


50

FIN. GRADE

LANDSCAPE FABRIC

REFER TO SPECIFICATION

150 mm GRANULAR "A"

COMPACTED to 98% S.P.M.D.D.

WEARING COURSE SURFACING

PRODUCT AND COLOUR AS PER

SPECIFICATIONS


CIP CONCRETE PAVING


CONCRETE SLAB REFER TO ARCHT'L DWGS.

CIP CONCRETE @ 35 MPA, REFER TO STRUCTURALDWGS. FOR INFO

450


150 M

IN

.

VA

RIE

S

450

PLAY AREA SURFACE


50

FIN. GRADE

1

5

0

4

5

°

1

BALL DROP

L12.05

SCALE-1:10

2

CIP CONCRETE CURB AT SANDBOX

L12.05

SCALE-1:10

3

CIP CONCRETE PAVING WITH LEAVES IMPRINT

L12.05

SCALE-1:10

4

100mm HIGH ROBINIA WOOD DECK

L12.05

SCALE-1:10


Toronto, Ontario

Canada M5V 1G1

T 416 979 9834

F 416 979 3763

ARCHITECTURE

INTERIORS

TRANSPORTATION

PLANNING

GROUP OF COMPANIES

BLOCK 31

DEVELOPMENT



HARDSCAPE DETAILS

L12.05

5150mm HIGH ROBINIA WOOD DECK

L12.05

SCALE-1:10

10

WILDLIFE POSTS

L12.05

SCALE-1:10

8WOOD SEAT

L12.05

SCALE-1:10

6

CHALK BOARD

L12.05

SCALE-1:10

7

LOG CURBS

L12.05

SCALE-1:10

9WOOD SCREEN PANEL

L12.05

SCALE-1:10

11LIMESTONE STEPS/SEATING AT AMPHITHEATRE

L12.05

SCALE-1:10

12RUBBERIZED PLAY SURFACE AT SANDBOX

L12.05

SCALE-1:10

13CIP CONCRETE CURB AT SANDBOX ON CONC. SLAB

L12.05

SCALE-1:10

13.

13.

TOP PLAN

2000

600

650

ELEVATION

25mm x 210mm (1-1/4" x 9") WOOD BOARDREFER TO MANUFACTURER'S DRAWINGS DETAILINFORMATION

STEEL HOOK

EMBEDDEDSTEEL HANDLE

STEEL RING

EMBEDDED STEEL HANDLE

STEEL HOOK

STEEL RING

EMBEDDED STEEL HANDLE

FINISH GRADE

38mm X 140mm (2"X6")ROBINIA WOOD BOARD (TYP.)

38mm X 235mm (2"X10")P.T. WOOD JOIST (TYP.)

38mm X 235mm (2"X10")P.T. WOOD BRIDGING (TYP.)

CONTINUOUS C.I.P.CONCRETE FOOTINGREFER TO CIVIL

1200

RE

FER

TO

CIV

IL

200

235

600

150

235

38

200

GRANULAR "A"COMPACTED to 98% S.P.D.

COMPACTEDSUBGRADE 98% S.P.D.

CONTINUOUS C.I.P. CONCRETE BEAMREFER TO CIVIL

152 x 152 x 7.9mm STEEL ANGLEWITH 2 - 20mm Ø ANCHOR BOLTS

2 - 20mm Ø EXPANSION BOLTS EMBEDDED150mm DETH TO C.I.P CONC. FOOTING

150

15@300 VEF

15@300 HEF

4-15 CONT TOP AND BOTTOM

CLEAR COVER TOREINFORCEMENT TO BE40mm EXCEPT AS NOTED

600

10@200 HEF

15@300 U-BARS

NOTE:f'c = 35 MPa, CLASS C1 CONCRETECLEAR COVER = 40mm UNLESSNOTED

CONTINUOUS C.I.P.CONCRETE FOOTINGREFER TO CIVIL

COMPACTED GRANULAR "A" to98% S.P.D.

COMPACTEDSUBGRADE 98% S.P.D.

CONTINUOUS C.I.P. CONCRETE BEAMREFER TO CIVIL

20mm Ø EXPANSION BOLTS STAGGEREDAND SPACE @ 600mm O.C.2- 38 x 235mm (2"x10") P.T. WOOD LEDGER





150

620

1200

RE

FER

TO

CIV

IL

200


10@200 HEF

10@200 V EF W/HOOKS AT TOP

15@300 U-BARS

15@300 VEF

15@300 HEF

4-15 CONT TOP AND BOTTOM

CLEAR COVER TOREINFORCEMENT TO BE40mm EXCEPT AS NOTED

600

400

300mm Ø C.I.P. CONCRETE POST (TYP.)




1200

RE

FER

TO

CIV

IL

200 x 200 x 7.9mm STEEL ANGLE EACH SIDEWITH 2 - 20mm Ø ANCHOR BOLTS

235

235

2 - 20mm Ø EXPANSION BOLTS EMBEDDED150mm DEPTH TO C.I.P CONC. FOOTING


6-15 VERT.

10@300 TIES, CLEAR COVER TO TIESOF 40mm, TYP.

ADD 2-10 @ 75 CIRCULAR TIES AT TOP OFPIER

C.I.P. CONCRETE RETAINING WALLREFER TO CIVIL

20mm Ø EXPANSION BOLTS STAGGEREDAND SPACE @ 600mm O.C.

2- 38 x 235mm (2"x10") P.T. WOOD JOISTBOLTED TO CONCRETE RETAINING WALL





T 416 979 9834F 416 979 3763

ARCHITECTURE

INTERIORS

TRANSPORTATION

PLANNING

GROUP OF COMPANIES

BLOCK 31DEVELOPMENT



HARDSCAPE DETAILS

L12.07

1 TUNED DRUMSL12.07 SCALE-NTS

2 GRIFFINL12.07 SCALE-NTS

3 REMOVABLE PLANTERL12.07 SCALE-NTS

4 LOG JAML12.07 SCALE-NTSBY EARTHSCAPE

5 LUMBERJACK LOG JAML12.07 SCALE-NTSBY EARTHSCAPE

6 BEE HIVE HUTL12.07 SCALE-NTSBY EARTHSCAPE

7 WOOD DECK - CIP CONCRETE BEAM (DETAIL - A)L12.07 SCALE-1:10

8 WOOD DECK - CIP CONCRETE BEAM (DETAIL - B)L12.07 SCALE-1:10

9 WOOD CROSS BEAM @ CIP CONCRETE BEAM (DETAIL - C)L12.07 SCALE-1:10

10 WOOD JOIST CONNECTED TO CONC. RETAINING WALL (DETAIL - D)L12.07 SCALE-1:10

12.