Michael Pacholok Purchasing and Materials Management ... · 300mm culvert 1 d-2 picnic tables 2 d-3...
Transcript of 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
ENGINEERED WOOD FIBER
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
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
2014-002
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:
1. ALL DIMENSIONS SHOWN IN MILLIMETRES
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
70mm HL8 ASPHALT TO 98% S.P.D.
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
30mm 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
50mm HL8 ASPHALT TO 98% S.P.D.
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
19mm DIA CLEAR CRUSH
DRAINAGE COURSE
APPROVED IMPORTED FILL MEETING
THE RELEVANT M.O.E. CRITERIA
COMPACTED TO 98% S.P.D.
APPROVED IMPORTED FILL MEETING
THE RELEVANT M.O.E. CRITERIA
COMPACTED TO 98% S.P.D.
APPROVED IMPORTED FILL MEETING
THE RELEVANT M.O.E. CRITERIA
COMPACTED TO 98% S.P.D.
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
COMPACTED TO 98% S.P.D.
LIGHT DUTY
CONCRETE PAVING
APRON AROUND
WATER SPLASH PAD
REFER TO DETAIL 10/D-1
HEAVY DUTY
CONCRETE PAVING
REFER TO DETAIL 11/D-1
APPROVED IMPORTED FILL MEETING THE
RELEVANT M.O.E. CRITERIA COMPACTED TO 98% S.P.D.
GEOTECHNICAL ENGINEER TO INSPECT
AND APPROVE FOUNDING SOIL
UNDISTURBED OR COMPACTED
SUBGRADE TO 98% S.P.D.
GEOTECHNICAL ENGINEER TO INSPECT
AND APPROVE FOUNDING SOIL
GRANULAR A
COMPACTED TO 98% S.P.D.
LIGHT DUTY
CONCRETE PAVING
APRON AROUND
WATER SPLASH PAD
REFER TO DETAIL 10/D-1
APPROVED IMPORTED FILL MEETING THE
RELEVANT M.O.E. CRITERIA COMPACTED
GEOTECHNICAL ENGINEER TO INSPECT
AND APPROVE FOUNDING SOIL
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.
REFER TO DETAIL 3/D-5
(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
19mm DIA CLEAR CRUSH
DRAINAGE COURSE
NOTES:
1. ALL DIMENSIONS SHOWN IN MILLIMETRES
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
UNDISTURBED OR COMPACTED
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
19mm DIA CLEAR CRUSH
DRAINAGE COURSE
NOTES:
1. ALL DIMENSIONS SHOWN IN MILLIMETRES
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
UNDISTURBED OR COMPACTED
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
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
APPROVED IMPORTED FILL MEETING
THE RELEVANT M.O.E. CRITERIA
COMPACTED TO 98% SPD
6"X6"X9" WIRE MESH
2% M
INIM
UM
SLO
PE
2% M
INIM
UM
SLO
PE
APPROVED IMPORTED FILL MEETING
THE RELEVANT M.O.E. CRITERIA
COMPACTED TO 98% SPD
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
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
R01 ISSUED FOR CITY FINAL REVIEW 07-11-2014 HP
R02 ISSUED FOR TENDER 07-25-2014 HP
R03 ISSUED FOR PLUMBING PERMIT 09-11-2014 HP
R04 RE-ISSUED FOR TENDER 10-21-2014 HP
R05 ISSUED FOR ADDENDUM #1 12-18-2014 HP
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
2014-002
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
HEAVY DUTY CONCRETE PAVING
REFER TO DETAIL 11 / D-1
EXPANSION JOINT
FLUSH CONCRETE CURB
SOFTILE RUBBERIZED SURFACE
REFER TO DETAIL 6 / D-2
REFER TO GRADING PLAN L-3 FOR
GRADES AND DRAINAGE LAYOUT
GRANULAR 'A'
COMPACTED TO 98%S.P.D.
APPROVED IMPORTED FILL MEETING
THE RELEVANT M.O.E. CRITERIA
COMPACTED TO 98%S.P.D.
REFER TO GEOTECHNICAL
REPORT FOR DEPTH
UNDISTURBED OR COMPACTED
SUBGRADE TO 98% SPD
10M REBAR TOP AND
BOTTOM CONTINUOUS
200
FLUSH CONCRETE CURB
SOFTILE RUBBERIZED SURFACE
REFER TO DETAIL 6 / D-2
REFER TO GRADING PLAN L-3 FOR
GRADES AND DRAINAGE LAYOUT
GRANULAR 'A'
COMPACTED TO 98%S.P.D.
UNDISTURBED OR COMPACTED
SUBGRADE TO 98% SPD
10M REBAR TOP AND
BOTTOM CONTINUOUS
SCREENED TOPSOIL & SOD OR REFER
TO GRADING PLAN FOR ADJACENT
SURFACE SLOPES
60000
150
APPROVED IMPORTED FILL MEETING
THE RELEVANT M.O.E. CRITERIA
COMPACTED TO 98%S.P.D.
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:
1. ALL DIMENSIONS SHOWN IN MILLIMETRES
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
UNDISTURBED OR COMPACTED
SUBGRADE TO 98% SPD
175 175
300mm MIN.OVERLAP
NOTES:
1. ALL DIMENSIONS SHOWN IN MILLIMETRES
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
ENGINEERED WOOD FIBER
SAFETY SURFACING
TERRAFIX 270R GEOTEXTILE WITH
450mm MIN OVERLAP
19mmØ CLEAR STONE
NOTES:
1. ALL DIMENSIONS SHOWN IN MILLIMETRES
2. ALL CONCRETE TO BE 32 MPa @ 28 DAYS.
200
50mm RADIUS
APPROVED IMPORTED FILL MEETING
THE RELEVANT M.O.E.
CRITERIA COMPACTED TO 98% SPD.
150150
HEAVY DUTY CONCRETE PAVING
REFER TO DETAIL 11/D-1
CONCRETE CURB
GRANULAR 'A':
COMPACTED TO 98% SPD
TERRAFIX 270R GEOTEXTILE OR
APPROVED EQUAL
10M REBAR TOP AND
BOTTOM CONTINUOUS
ENGINEERED WOOD FIBER
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
REFER TO DETAIL 2/D-2
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
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
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
R03 ISSUED FOR PLUMBING PERMIT 09-11-2014 HP
R04 RE-ISSUED FOR TENDER 10-21-2014 HP
R05 ISSUED FOR ADDENDUM #1 12-18-2014 HP