michael pacholok purchasing and materials management ... · 300mm culvert 1 d-2 picnic tables 2 d-3...

Michael Pacholok, Director

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

Joanne Kehoe Manager Construction Services

December 22, 2014 Via E-mail (5 pages)

Includes 3 drawings

Addendum No. 1 Tender Call No. 327-2014

Closing: 12:00 NOON (LOCAL TIME), January 8, 2015

For: all materials, equipment, labour and supervision to complete Landscape Improvements (Construction) to Anthony Road Park located at .111 Anthony Road

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

1. REVISED – Section 4, Scope of Work, Drawings

Delete the following drawings as provided with the tender call document and replace with the drawings attached to this addendum as follows:

Delete: L-1 replace with: Dwg. L-1, R07 dated 12-18-2014 Landscape & Materials Plan

Delete: D-1 replace with: Dwg. D-1, R05 dated 12-18-2014 Details

Delete: D-2 replace with: Dwg. D-1, R05 dated 12-18-2014 Details

2. QUESTIONS AND ANSWERS

Below are responses to questions received during the bid period:

Q1. Detail 3 on drawing D-5 is for a skate board deterrent. I do not see these indicated on the

drawing, but imagine they are for the concrete seat wall. Please confirm if this is the location for installation, and if both sides of the wall require the deterrents.

A1. Skate Board Deterrents are to be located on all Concrete Seat Walls on the side(s) adjacent to hard surfaces and shall be spaces at 1000mm oc. Refer to Drawing L-1 and Details 7 and 8 on sheet D-1 both revised and issued with this addendum (see Item 1 above). The total number of deterrents is 33 and the price should be included as part of the price for Concrete Seat Walls (Refer to Section 3-Table 1-Base Price- Item No. 9)

2

Q2. Regarding the provisional benches - there is a manufacturer discrepancy between detail on D-9 and specification. Please confirm which is the preferred bench manufacturer

A2. Benches are to be as per Specifications. Detail 9/D-2 has been revised to show proper manufacturer (Classic Displays)(see item 1 above)

Q3. Are the concrete pads required for the benches to be included in provisional price for benches? Or should they be included with the other concrete work?

A3. The price for the concrete pads required for the three (3) mentioned benches should be included in the provisional price for benches (Refer to Section 3- Table 2- Separate Pricing- Item 2)

Q4. Please confirm if the contractor is to pay the Toronto Hydro connection fees from the Contingency amount.

A4. Contractor is to include the price for Toronto Hydro connection fees as part of Section 3- Table 1- Base Pricing- Item 7.

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

MH

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landscape

planning

limited

THESE DRAWINGS ARE THE PROPERTY OF LANDSCAPE

PLANNING LIMITED AND SHALL NOT BE ALTERED, MODIFIED,

REVISED OR CHANGED WITHOUT THE WRITTEN CONSENT OF

LANDSCAPE PLANNING LIMITED. ALL DIMENSIONS ARE TO BE

VERIFIED ON SITE AND ANY DISCREPANCIES ARE TO BE

REPORTED TO THE LANDSCAPE ARCHITECT

150 Rivermede Rd, Suite 202

concord, ontario L4K 3M8

tel 905-669-6838

fax 669-3615

2014-02

L-1

Anthony Rd Park

Improvements

City of Toronto

LANDSCAPE

& MATERIALS PLAN

HP

PG

MAY 2014

1:200

CITY OF TORONTO

R00 ISSUED FOR CITY REVIEW 05/29/2014 HP

ENGINEERED WOOD FIBER

AT PLAYGROUND

(CONTRACTOR TO PROVIDE

ALTERNATE PRICE FOR 5.25"

THICK RUBBERIZED TILES

PLAYGROUND SURFACE BY

SOFTILE . REFER TO DETAIL

10/D-2)

4

D-2

HEAVY DUTY CONCRETE

PAVING

11

D-1

CONCRETE WALL

8

D-1

BENCH ON CONCRETE PAD

(TYP. OF 3)

PROVISIONAL ITEMS

9

D-2

WATER SPLASH PAD

DRAIN/CATCH BASIN C/W

STAINLESS CB COVER

4-5

D-3

REINFORCED CONCRETE

PAVING AT WATER SPLASH

PAD

9

D-1

300mm CULVERT

1

D-2

PICNIC TABLES

2

D-3

SHADE STRUCTURE

1

D-3

E1

L-5

PLAYGROUND

ENLARGEMENT

CONCRETE FLUSH CURB

3

D-2

2300x3500mm WATER

SERVICE CHAMBER

WATER SPLASH PAD

VAULT BY VORTEX

REDIRECTED

SWALE

7-9

D-3

ACCESS RAMP TO

PLAYGROUND.

6

D-2

TREE PROTECTION

FENCE (TYP.)

3

D-1

TREE PROTECTION

FENCE (TYP.)

3

D-1

TREE PROTECTION

FENCE (TYP.)

3

D-1

LINE PAINTING

N.I.C.

1.8m HIGH BLACK

VINYL CHAIN LINK

FENCE

8

D-2

PROVISIONAL ITEM

RE-GRADE AND

SEED

MINI SOCCER FIELD

AREA=1360 m²

GOAL POSTS

PROVISIONAL ITEM

TOP DRESS AND

SEED

MINI SOCCER FIELD

AREA=1360 m²

2

D-2

CONCRETE FLUSH CURB

HEAVY DUTY

CONCRETE PAVING

11

D-1

PICNIC TABLES

PROVISIONAL

ITEM

SHADE STRUCTURE

AND CONCRETE

FOOTINGS.

PROVISIONAL ITEMS

LIGHT DUTY

ASPHALT PAVING

6

D-1

MEDIUM DUTY

ASPHALT PAVING

5

D-1

7

D-1

CONCRETE WALL

8

D-1

CONCRETE WALL

CONCRETE WALL

AT SODDED EDGE

7

D-1

LIGHT DUTY

CONCRETE

PAVING APRON

AROUND WATER

SPLASH PAD

10

D-1

N1

L-4

WATER SPLASH

ENLARGEMENT

2-3

D-3

1

D-3

8

D-4

LIGHT DUTY COLOUR

CONCRETE PAVING

10

D-1

WATER PLAY AREA, WALKWAY AND SHADE STRUCTURE PAD - CONCRETE TYPE & COLOURS

KEY COLOUR CONCRETE PAVING TYPE

FINISH (UNLESS OTHERWISE NOTED) AREA (sq.m.)

HEAVY DUTY CONCRETE PAVING (TYPE 1)

LIGHT BROOM FINISH

DARK GRAY (C-34) HEAVY DUTY CONCRETE PAVING (TYPE 2)

LIGHT BROOM FINISH

LIGHT DUTY CONCRETE PAVING (TYPE 3)

LIGHT BROOM FINISH

STANDARD 154 sq.m.

STANDARD

LIGHT DUTY CONCRETE PAVING (TYPE 4)

LIGHT BROOM FINISH

16 sq.m.

37 sq.m.

91 sq.m.

DARK GRAY (C-34)

STANDARD

HEAVY DUTY CONCRETE PAVING (TYPE 5)

LIGHT BROOM FINISH

REINFORCED CONCRETE PAVING (TYPE 6)

LIGHT BROOM FINISH

REINFORCED CONCRETE PAVING (TYPE 7)

LIGHT BROOM FINISH

153 sq.m.

18 sq.m.

22.5 sq.m.

BLUE SMOKE (1138-S)

C2C1C2C1C2C1 C1

C3

C5

C4

C7

C6

C6

C6

C6

C6

C6

C3

DARK GRAY (C-34)

C1

C2

C3

C4

C5

C6

C7

1- COLOURED CONCRETE TYPES 2, 3 AND 7

TO BE INTEGRAL COLOUR DARK GRAY

(C-34) BY SCOFIELD OR APPROVED EQUAL.

COLOURED CONCRETE NOTES:

2- COLOURED CONCRETE TYPE 6 TO BE

LITHOCHROME COLOUR HARDENER BLUE

SMOKE (1138-S) BY SCOFIELD OR

APPROVED EQUAL.

FINAL JOINT LAYOUT TO

BE COMPLETED AND

APPROVED ON SITE BY

L.A.

EXPANSION JOINT

CONTROL JOINT

NOTE:

REINFORCED CONCRETE PAVING

DETAIL #

SHEET #

SOD

BENCH

ENLARGEMENT#

SHEET #

LEGEND:

1

D-1

E1

D-1

CONSTRUCTION SIGN

LIMIT OF CONTRACT LINE

*

HOARDING FENCE

TREE PROTECTION FENCE

FLUSH CONCRETE CURB

9

D-1

LIGHT DUTY ASPHALT PAVING

3

D-1

2

D-1

9

D-2

HEAVY DUTY CONCRETE PAVING

LIGHT DUTY CONCRETE PAVING

PROPOSED CONCRETE CURB

2

D-2


MEDIUM DUTY ASPHALT PAVING

10

D-1

11

D-1

6

D-1

5

D-1

AS PER OPSD 600

3

D-2

SEDIMENT

CONTROL FENCE

1

D-1

EXISTING CHAIN

LINK FENCE

SEDIMENT

CONTROL FENCE

1

D-1

EXISTING CHAIN

LINK FENCE

EXISTING CHAIN

LINK FENCE

EXISTING CHAIN

LINK FENCE

EXISTING CHAIN

LINK FENCE

CONSTRUCTION

HOARDING FENCE

2

D-1

CONSTRUCTION

HOARDING FENCE

2

D-1

CONSTRUCTION

HOARDING FENCE

2

D-1

*

NEW CURB AND

GUTTER AS PER

OPSD 600

MAINTENANCE

HOLE

1

D-2

BOULDER

3

D-5

P-GATE

7

D-2

CONCRETE JOINTING PLAN

1:200

E1

L-1

CONCRETE TYPES AND COLOURS PLAN

1:200

E2

L-1

LIGHT DUTY CONCRETE

PAD.

GARBAGE RECEPTACLES

BY OTHERS

10

D-1

EXISTING TREES TO REMAIN

RELOCATED/REPLANTED

EXISTING TREES TO REMAIN

AROUND PLAYGROUND

CONCRETE WALL

7

D-1

8

D-1

SILT FENCE

1

D-1

SFSFSF

PROPERTY LINE

(PROVISIONAL ITEM)

4

D-2

R01 ISSUED FOR FINAL CITY REVIEW 07-11-2014 HP

R02 ISSUED FOR PRE-TENDER 07/25/2014 HP

R03 ISSUED FOR PLUMBING PERMIT 09-23-2014 HP

R04 Issued for Municipal Permit App. 09-23-2014 HP

R05 Re-Issued for Pre-Tender Review 10-21-2014 HP

R06 Issued for Tender 12-03-2014 HP

SKATEBOARD

DETERRENTS

TYP OF 33

3

D-5

R07 Issued for Addendum #1 12-18-2014 HP

landscape

planning

limited









tel 905-669-6838

fax 669-3615

2014-002

D-1

Anthony Road Park

Improvements

City of Toronto

DETAILS

SS/HP

PG

MAY 2014

AS SHOWN

CITY OF TORONTO

SEDIMENT CONTROL FABRIC

(TERRAFIX 270R OR EQUIVALENT)

MINIMUM 600mm ABOVE GRADE,

WIRED TO EXISTING CHAIN LINK

FENCE

NOTES:

1. ALL DIMENSIONS SHOWN IN MILLIMETRES

2. SEDIMENT CONTROL FABRIC TO HAVE HORIZONTAL OVERLAP OF 1000mm @ ALL JOINTS

3. FOR CATCH BASINS; CREATE 1.5 X 1.5m SQUARE AROUND UTILITY STRUCTURE

20

0

200

D

IR

E

C

T

IO

N

O

F

F

L

O

W

60

0 M

IN

IM

UM

AREA UNDER CONSTRUCTIONAREA TO BE PROTECTED

LAY FABRIC IN BOTTOM OF

TRENCH, BACKFILL AND

COMPACT

EXISTING GRADE

SEDIMENT FENCE

1

D-1 NTS

NOTES:

1. ALL DIMENSIONS ARE IN MILLIMETRES.

2. ATTACHMENT OF FENCE TO TREES IS NOT ALLOWED.

3. FENCING TO BE INSTALLED PRIOR TO START OF CONSTRUCTION.

4. SECURE FENCING PANELS TO GRADE WITH METAL T-BARS; FASTEN FENCE

TO T-BARS WITH 6 GAUGE WIRE.

5. NO BRACING OR STANDS PERMITTED TO REST ON PUBLIC SIDEWALKS

6. POST CONSTRUCTION SIGNAGE ON FENCE 1200mm ABOVE FINISH GRADE

7. PROVIDE LOCKABLE GATES AT ENTRY POINTS

14

17

2362

FENCE MOUNTING BASE

INTERLOCKING MODULAR

TYPE METAL FENCING

PANEL

CONSTRUCTION HOARDING FENCE

NTS

1200

NOTES:


2. THIS DETAIL DOES NOT REPRESENT ANY PARTICULAR TREE SPECIES

3. NO CONSTRUCTION ACTIVITY, GRADE CHANGE, SURFACE TREATMENT,

COMPACTION, EXCAVATION OR STOCKPILING OF ANY KIND IS PERMITTED

WITHIN THE PROTECTED AREA.

2400

TREE CROWN

DRIP LINE

TREE PROTECTION FENCE

TO BE PLASTIC SNOW

FENCE WIRED TO T-BARS

1800 MAXIMUM

T-BARS TYP.

4. MAINTAIN SOD WITHIN FENCED AREA DURING CONSTRUCTION.

5. TO BE READ IN CONJUNCTION WITH PLANS

DRIP LINE IS THE DIAMETER OF THE

TREE CROWN AT IT'S WIDEST

BRANCHING, 360° AROUND THE TREE

TREE PROTECTION/CONTROL FENCE

NTS

MEDIUM DUTY ASPHALT PAVING

5

D-1 1:10

NOTES:

1. ALL DIMENSIONS IN MILLIMETRES.

2. EXPANSION JOINT SPACING @ 6000mm O.C. UNLESS OTHERWISE SHOWN ON DRAWINGS.

3. CONTROL JOINT SPACING @ 2000mm O.C. UNLESS OTHERWISE SHOWN ON DRAWINGS.

4. SEE SEPARATE DETAIL FOR CONCRETE PAVING.

5. ALL EXPANSION JOINTS TO BE SEALED WITH POLYURETHANE CAULK. COLOUR TO MATCH CONCRETE

EXPANSION JOINT - BITUMINOUS FIBRE

TO BOTTOM OF CONCRETE

DO NOT LEAVE EDGER BAND

5

CONTROL JOINT - TOOLED JOINT 1/4

DEPTH OF CONCRETE THICKNESS.

12

25mm TOOLED JOINT

WITH 10mm RADIUS

CONCRETE JOINTS

NTS

EXISTING CHAIN LINK

FENCE. REFER TO EX-1

SUPPLIER:

MODU-LOC FENCE RENTAL LTD.,

296 Carlingview Drive, On., M9W 5G1

TEL: 905-461-6000 / 1-800-522-8371

(OR APPROVED EQUAL)

2

D-1

3

D-1

4

D-1

200

450

AS PER PLAN

REINFORCED CONCRETE PAVING AT WATER SPLASH PAD

35mm HL3 ASPHALT TO 98% S.P.D.

GRANULAR 'A' COMPACTED TO 98% S.P.D.

COMPACTED SUBGRADE TO 98% S.P.D.

SUBGRADE CROWNED TO ALLOW

DRAINAGE TO WEEPING TILE

SLOPE TO DRAIN. REFER TO

GRADING PLAN

45° WELL TAMPED, UNIFORM SMOOTH,

CLEAN EDGE

SCREENED TOPSOIL & SOD OR REFER

TO GRADING PLAN FOR ADJACENT

SURFACE SLOPES


NOTES:

1. ALL DIMENSIONS IN MILLIMETRES

2. ASPHALT & GRANULAR BASE DIMENSIONS SHOWN ARE MINIMUM AFTER COMPACTION.

3. SHAPE AND CROWN SUBGRADE TO ALLOW FOR POSITIVE DRAINAGE TO ADJACENT PERFORATED PIPES

4. EXCAVATION: CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF ANY

UNSUITABLE SUBGRADE MATERIAL AS DETERMINED BY THE GEOTECHNICAL ENGINEERING REPORT.

5. ALL EXISTING TOPSOIL LAYERS, FILL LAYERS, LOOSE, WET AND DELETERIOUS MATERIALS SHALL BE

EXCAVATED AND DISPOSED OFF SITE.

6. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT BY PATRIOT ENGINEERING LTD. ISSUED ON APRIL 30, 2014

7. GRANULAR 'B' TO BE USED BY CONTRACTOR TO ACCOMPLISH GEOTECHNICAL REPORT REQUIREMENTS (NOTE 6)

AND ACCOMPLISH PROPOSED GRADES AS PER GRADING PLAN (L-3)

150

APPROVED IMPORTED FILL MEETING

THE RELEVANT M.O.E. CRITERIA

COMPACTED TO 98% S.P.D.

150mm DIA PVC

PERFORATED PIPE

270R TERRAFIX

GEOTEXTILE CLOTH

19mm DIA CLEAR CRUSH

DRAINAGE COURSE


GRANULAR 'A' COMPACTED TO 98% S.P.D.

COMPACTED SUBGRADE TO 98% S.P.D.

SUBGRADE CROWNED TO ALLOW

DRAINAGE TO WEEPING TILE

SLOPE TO DRAIN. REFER TO

GRADING PLAN

45° WELL TAMPED, UNIFORM SMOOTH,

CLEAN EDGE



SURFACE SLOPES


NOTES:

1. ALL DIMENSIONS IN MILLIMETRES

2. ASPHALT & GRANULAR BASE DIMENSIONS SHOWN ARE MINIMUM AFTER COMPACTION.

3. SHAPE AND CROWN SUBGRADE TO ALLOW FOR POSITIVE DRAINAGE TO ADJACENT PERFORATED PIPES

4. EXCAVATION: CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF ANY

UNSUITABLE SUBGRADE MATERIAL AS DETERMINED BY THE GEOTECHNICAL ENGINEERING REPORT.

5. ALL EXISTING TOPSOIL LAYERS, FILL LAYERS, LOOSE, WET AND DELETERIOUS MATERIALS SHALL BE

EXCAVATED AND DISPOSED OFF SITE.

6. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT BY PATRIOT ENGINEERING LTD. ISSUED ON APRIL 30, 2014

7. GRANULAR 'B' TO BE USED BY CONTRACTOR TO ACCOMPLISH GEOTECHNICAL REPORT REQUIREMENTS (NOTE 6)

AND ACCOMPLISH PROPOSED GRADES AS PER GRADING PLAN (L-3)

150

150mm DIA PVC

PERFORATED PIPE

270R TERRAFIX

GEOTEXTILE CLOTH


DRAINAGE COURSE










LIGHT DUTY ASPHALT PAVING

1:10

F.G.

450

NOTE:

1. CONCRETE WALL TO BE 32mpa @ 28 DAYS WITH 5-8% AIR ENTRAINMENT. EXPANSION

JOINTS AT 6000mm O/C. SAWCUT CONTROL JOINT @ 3000mm.

2. ALL EXPANSION JOINTS TO BE SEALED WITH POLYURETHANE CAULK; COLOUR TO MATCH

CONCRETE.

3. TOP OF WALL TO BE CONSTANT. (REFER TO GRADING PLAN)

4. REFER TO LAYOUT PLAN .

10M@330 H.E.F. (MIN. 50mm COVER)

10M@330 V.E.F. (MIN. 50mm COVER)

% AS PER

PLAN

EXPANSION JOINT WHERE WALL ABUTS

CONCRETE PAVING

% AS PER

PLAN

50 MIN.

F.G.

450

NOTE:

1. CONCRETE WALL TO BE 32mpa @ 28 DAYS WITH 5-8% AIR ENTRAINMENT. EXPANSION

JOINTS AT 6000mm O/C. SAWCUT CONTROL JOINT @ 3000mm.

2. ALL EXPANSION JOINTS TO BE SEALED WITH POLYURETHANE CAULK; COLOUR TO MATCH

CONCRETE.

3. TOP OF WALL TO BE CONSTANT. (REFER TO GRADING PLAN)

4. REFER TO LAYOUT PLAN .

C.I.P. CONCRETE WALL

TO HAVE LIGHT

SANDBLAST FINISH

10M@330 H.E.F. (MIN. 50mm COVER)

10M@330 V.E.F. (MIN. 50mm COVER)

EXPANSION JOINT WHERE WALL ABUTS

CONCRETE PAVING

% AS PER

PLAN

50 MIN.

UNDISTURBED OR COMPACTED

SUBGRADE TO 98% S.P.D.

GEOTECHNICAL ENGINEER TO INSPECT

AND APPROVE FOUNDING SOIL

GRANULAR A


LIGHT DUTY

CONCRETE PAVING

APRON AROUND

WATER SPLASH PAD

REFER TO DETAIL 10/D-1

HEAVY DUTY

CONCRETE PAVING


APPROVED IMPORTED FILL MEETING THE

RELEVANT M.O.E. CRITERIA COMPACTED TO 98% S.P.D.




SUBGRADE TO 98% S.P.D.



GRANULAR A


LIGHT DUTY

CONCRETE PAVING

APRON AROUND

WATER SPLASH PAD


APPROVED IMPORTED FILL MEETING THE

RELEVANT M.O.E. CRITERIA COMPACTED



SKATEBOARD DETERRENT. REFER TO DETAIL 3/D-5

(DETERRENTS TO BE 1000mm O.C. AND USED ONLY

ON WALL FACES ADJACENT TO HARD PAVED SURFACES)

SKATEBOARD DETERRENT.


(DETERRENTS TO BE 1000mm O.C.

AND USED ONLY ON WALL FACES ADJACENT

TO HARD PAVED SURFACES)

TO 98% S.P.D.

CONTRACTOR SHALL CONFIRM AND CONSTRUCT SUB-BASE

TYPE, THICKNESS & COMPACTION, SOIL BEARING CAPACITY,

AND SUBGRADE COMPACTION, AS PER THE GEOTECHNICAL

REPORT BY PATRIOT ENGINEERING LTD.

PROJECT NO. 34112; DATED APRIL 30, 2014

CONCRETE WALL AT SODDED EGDE

1:20

CONCRETE WALL BETWEEN HEAVY DUTY

AND LIGHT DUTY CONCRETE PAVING

8

D-1 1:10

150

150

50 150mm DIA PVC

PERFORATED PIPE

270R TERRAFIX

GEOTEXTILE CLOTH


DRAINAGE COURSE

NOTES:


2. REFER TO DETAIL 4/D-1 FOR CONCRETE

JOINTS

3. REFER TO CONCRETE SPECIFICATIONS

4. FINISH - REFER TO FINISH SCHEDULE

SHEET L1 FOR FINISH & COLOUR

125

150

POURED CONCRETE150

10mm RADIUS FINISHED EDGE

REFER TO LAYOUT PLAN FOR

ADJACENT SURFACE

REFER TO SEPARATE DETAIL FOR JOINTS


SUBGRADE TO 98% SPD

CROWNED TO ALLOW FOR DRAINAGE

TOWARDS TOWARDS WEEPING TILE

GRANULAR 'A':

COMPACTED TO 98% SPD

2% CROSS SLOPE OR

AS PER GRADING PLAN

VARI

ESRE

FER

TO G

EOTE

CHNI

CAL R

EPOR

TGR

ADIN

G PL

AN

600 MIN.

EDGE OF LIGHT DUTY

CONCRETE PAVING

APRON AROUND THE

WATER SPLASH PAD

6"X6"X9" WIRE MESH

150

150

50 150mm DIA PVC

PERFORATED PIPE

270R TERRAFIX

GEOTEXTILE CLOTH


DRAINAGE COURSE

NOTES:


2. REFER TO DETAIL 4/D-1 FOR CONCRETE

JOINTS

3. REFER TO CONCRETE SPECIFICATIONS

4. FINISH - REFER TO FINISH SCHEDULE

SHEET L1 FOR FINISH & COLOUR

200

300

POURED CONCRETE150

10mm RADIUS FINISHED EDGE

REFER TO LAYOUT PLAN FOR

ADJACENT SURFACE

REFER TO SEPARATE DETAIL FOR JOINTS


SUBGRADE TO 98% SPD

CROWNED TO ALLOW FOR DRAINAGE

TOWARDS TOWARDS WEEPING TILE

GRANULAR 'A':


2% CROSS SLOPE OR

AS PER GRADING PLAN

VARI

ES R

EFER

TO

GEOT

ECHN

ICAL

REP

ORT

GRAD

ING

PLAN

600 MIN.

EDGE OF LIGHT DUTY

CONCRETE PAVING

APRON AROUND THE

WATER SPLASH PAD




6"X6"X9" WIRE MESH

2% M

INIM

UM

SLO

PE

2% M

INIM

UM

SLO

PE




LIGHT DUTY CONCRETE PAVING HEAVY DUTY CONCRETE PAVING

APRON AROUND WATER SPLASH PAD

1:20 1:10 1:10

6

D-1

7

D-1

11

D-1

10

D-1

9

D-1

R00 ISSUED FOR CITY REVIEW 05-29-2014 HP






R01 ISSUED FOR CITY FINAL REVIEW 07-11-2014 HP

R02 ISSUED FOR TENDER 07-25-2014 HP


R04 RE-ISSUED FOR TENDER 10-21-2014 HP

R05 ISSUED FOR ADDENDUM #1 12-18-2014 HP

landscape

planning

limited









tel 905-669-6838

fax 669-3615

2014-002

D-2

Anthony Road Park

Improvements

City of Toronto

DETAILS

HP

PG

MAY 2014

AS SHOWN

CITY OF TORONTO

300mm DIA. CULVERT

1

D-2 NTS

FLUSH CURB AT SOUTH EDGE OF PLAYGROUND

NTS

PLAYGROUND WOOD FIBER /CURB

4

D-2 1:10

200


REFER TO DETAIL 11 / D-1

EXPANSION JOINT

FLUSH CONCRETE CURB

SOFTILE RUBBERIZED SURFACE


REFER TO GRADING PLAN L-3 FOR

GRADES AND DRAINAGE LAYOUT

GRANULAR 'A'

COMPACTED TO 98%S.P.D.




REFER TO GEOTECHNICAL

REPORT FOR DEPTH


SUBGRADE TO 98% SPD

10M REBAR TOP AND

BOTTOM CONTINUOUS

200

FLUSH CONCRETE CURB

SOFTILE RUBBERIZED SURFACE


REFER TO GRADING PLAN L-3 FOR

GRADES AND DRAINAGE LAYOUT

GRANULAR 'A'



SUBGRADE TO 98% SPD

10M REBAR TOP AND

BOTTOM CONTINUOUS



SURFACE SLOPES

60000

150




REFER TO GEOTECHNICAL

REPORT FOR DEPTH

SECTION 'B'

SECTION 'A'

MIN 150mm GRANULAR 'A' COMPACTED TO 98% SPD

GRANULAR 'A'

1. CONTRACTOR TO PROVIDE 2 METAL CULVERT GUARDS

FOR BOTH CULVERT ENDS.

2. ALL DIMENSIONS IN MILLIMETRES.

NOTES:

METAL

GUARD

300mm DIA. CULVERT WITH SPREAD COLLAR

AND MESH RODENT SCREENS ON BOTH ENDS;

MINIMUM 1% LONGITUDINAL SLOPE PIPE

300mm DIA. CULVERT

PAVING AS PER PLAN

PAVING AS PER PLAN

UNDISTURBED OR COMPACTED SUBGRADE

TO 98% S.P.D.

UNDISTURBED OR COMPACTED SUBGRADE

TO 98% S.P.D.

450

2000 AS PER PLAN 2000

MAXIMUM 3:1 GRADIENT

2

D-2

SUB-DRAINAGE AT WOOD FIBER PLAYGROUND

1:10

ACCESS RAMP TO PLAYGROUND - HEAVY DUTY CONCRETE PAVING

1:10

5

D-2

6

D-2

5%

15

00

150015001500

5% 5%

5%

5%

LINE OF TOP OF CURB

WOOD FIBER

REFER TO

DETAIL 4/D-2

TOP OF ENGINEERED WOOD FIBER

NOTES:


2. REFER TO DETAIL 4/D-1 CONCRETE JOINTS

3. REFER TO DETAIL 11/D-1 FOR HEAVY DUTY CONCRETE PAVING.

19mmØ CLEAR STONE

100mmPERFORATED PVC DRAINAGE PIPE,

COMPLETE WITH FILTER FABRIC SOCK.

SLOPE AND DIAMETER AS PER GRADING

PLAN

2% MIN. SLOPE 2% MIN.SLOPE

TERRAFIX 270R GEOTEXTILE OR

APPROVED EQUAL TO SURROUND

GRANULAR AND OVERLAP 300mm


SUBGRADE TO 98% SPD

175 175

300mm MIN.OVERLAP

NOTES:


2. REFER TO LAYOUT AND GRADING PLAN FOR DRAINAGE PIPE SIZE, LOCATION AND LAYOUT.

3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.

4. DO NOT SCALE DRAWINGS.

5. INSTALL WEAR MATS UNDER ALL SWINGS AND SLIDES

6. INSTALL IN ACCORDANCE WITH MOST CURRENT REVISION OF ASTM F1292 , ASTM F1951

ASTM Z2075 AND CSA Z614

7. SAFETY SURFACING SYSTEM TO BE IPEMA CERTIFIED


SAFETY SURFACING

TERRAFIX 270R GEOTEXTILE WITH

450mm MIN OVERLAP

19mmØ CLEAR STONE

NOTES:


2. ALL CONCRETE TO BE 32 MPa @ 28 DAYS.

200

50mm RADIUS


THE RELEVANT M.O.E.

CRITERIA COMPACTED TO 98% SPD.

150150



CONCRETE CURB

GRANULAR 'A':


TERRAFIX 270R GEOTEXTILE OR

APPROVED EQUAL

10M REBAR TOP AND

BOTTOM CONTINUOUS


SEE DETAIL 5/D-2.

SLOPE AS PER

GRADING PLAN

EXPANSION JOINT

19mm DIA. CLEAR CRUSH

DRAINAGE COURSE

SLOPE TO PERFORATED

DRAINAGE PIPE

SUBGRADE COMPACTED TO 98%

SPD. SLOPE SUBGRADE TO TILE

DRAINS AS PER GRADING PLAN

PLAYGROUND SURFACE - 5.25" THICK RUBBERIZED TILES

N.T.S.

10

D-2

OVER AGGREGATE BY SOFTILE


FLUSH CURB AT NORTH EDGE OF PLAYGROUND

NTS

3

D-2

ADJACENT HEAVY DUTY

CONCRETE PAVING

AS PER PLAN

NOTES:

1. INSTALL TWO (2) PER LOCATION

2. ALL P-GATES SHALL BE FIELD LOCATED

WITH LANDSCAPE ARCHITECT

P-GATE DETAIL - SWINGING GATE TYPE 'A'

N.T.S.

7

D-2

1.8m HIGH BLACK VINYL CHAIN LINK FENCE

N.T.S.

8

D-2

89 TERMINAL POSTS INSTALLED

AT ALL ENDS, CORNERS STRAININGS

AND GATES

60 LINE POSTS

178 COUPLINGS

43 TOP RAIL

No. 9 GUAGE BLACK VINYL COATED

RECEPTABLE FITTINGS HOT DIP

GALVANIZED PRESSED STEEL (TYP)

43 BRACE RAILS TO BE INSTALLED

AT ALL ENDS, STRAINING AREAS

& STEEP TOPOGRAPHY. (BRACE SPACED

STRETCHER BAR ALUMINUM 5 X 19min

38 CLEARANCE

POURED DOMED CONCRETE FOOTINGS

TO BE 200 MPa TEST, MINIMUM 28 DAYS.

BOTTOM OF FOOTING TO BE 51 WIDER

THAN TOP

6 GAUGE SINGLE STRAND STRETCHER

TENSION WIRE FASTENED 450 O.C.

GALV. DROP FORGED TURNBUCKLE

1200

NOTE:

1. ALL DIMENSIONS ARE GIVEN IN MILIMETRES UNLESS OTHERWISE SPECIFIED

2. ONLY SCHEDULE 40 GALVANIZED PIPES WILL BE ACCEPTED

3. LINE POSTS SHALL BE SET AT 3.0m CENTRES

4. ALL FENCE COMPONETS TO BE BLACK POWDER COATED

300

1800

TOP OF FOOTINGS TO BE SLOPED @ 8mm/m

150

LINE POST CAP

300 O.C.

MIDWAY BETWEN TOP & BOTTOM RAILS)

CHAINLINK WOVEN IN A 38mm MESH.

OF KNUCKLED FINISH.

TOP & BOTTOM SELVAGE TO BE

R00 ISSUED FOR CITY REVIEW 05-29-2014 HP

NOTE:

CONTRACTOR TO PRICE SOFTILE SAFETY SURFACE BY SOFTSURFACES

AS ALTERNATE OPTION TO ENGINEERED WOOD FIBER. SHOULD CLIENT

AWARD THIS PROVISIONAL ITEM REFER TO SOFT SURFACES INC.

QUOTE NUMBER Q84518-15-TP

CONTACT:

BRENNAN PRINS

PHONE: 1-800-263-2363X261

RIVERSIDE BENCH

N.T.S.

9

D-2






NOTES:

1. ALL DIMENSIONS IN MILLIMETRES.2. PREFABRICATED BENCH BY MAGLIN SITE FURNISHINGS; MODEL MLB100AW, OR APPROVED EQUAL.3. ALL FURNITURE LOCATIONS TO BE STAKED OUT AND/OR APPROVED BY THE LANDSCAPE ARCHITECT.4. BENCH TO BE SECURED WITH TAMPER PROOF BOLTS (QUANTITY 4).5. ALL SOD REPAIRS ARE THE RESPONSIBILITY OF THE CONTRACTOR.6. BENCH TO BE COLOUR BLACK C/W WOOD SLATS

10mm (3/8") DIA. HILTIEPOXY ANCHORS

95% S.P.D.

GRANULAR 'A' COMPACTED TO

SECTION

POUREDCONCRETE

RIVERSIDE BENCHBY CLASSIC DISPLAY INC. OR APPROVED EQUAL

10-11

D-1

CITY OF TORONTO STANDARD DETAIL

R01 ISSUED FOR FINAL CITY REVIEW 07-11-2014 HP

R02 ISSUED FOR TENDER 07-25-2014 HP


R04 RE-ISSUED FOR TENDER 10-21-2014 HP

R05 ISSUED FOR ADDENDUM #1 12-18-2014 HP

michael pacholok purchasing and materials management ... · 300mm culvert 1 d-2 picnic tables 2 d-3...

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