tanger outlets kanata
TRANSCRIPT
300
MIN
.
12 5
130
3
PROVIDE CONCRETE SURFACE FINISH ASAPPROVED BY LANDSCAPE ARCHITECT
130mm CAST IN PLACE CONCRETE PAVING32 MPa @ 28 DAYS W/ 5-7% AIR ENTRAINMENTW/ 305 X 305 MW22.2 X MW22.2 GALV. WELDEDWIRE MESH THROUGH MID DEPTH OF SLAB
EXPANSION JOINT @ 6m O.C. OR AS SHOWNTYP. AND/OR WHERE SIDEWALK ABUTSOTHER RIGID STRUCTURE (I.E. WALL)
CONTROL JOINT @ 1500-2000mm (TYP.) 38mm DEPTH,JOINTS TO BE SAW CUT OR TOOLED W/ SQUAREEDGES AS REQUIRED ALONG BUILDING FACE ANDPLANTER WALLS TO PROVIDE A FULL WIDTH JOINT
HOT PARAPLASTIC SEALING COMPOUNDCONFORMING TO MTC FORM 1306
BITUMINOUS FIBRE
GRANULAR 'B' SUBGRADE AS PER CIVIL DWGS.
300mm MIN. DEPTH GRANULAR 'A'FILL COMPACTED AT 98% S.P.M.D.D.,DEPTH AS REQUIRED
SLOPE ASPER CIVIL
NOTE:DERUOLOC .P.I.C DNA GNIVAP ETERCNOC .P.I.C DERUOLOC ,GNIVAP ETERCNOC .P.I.C RALUGER ROF EMAS EHT SI LIATED GNIVAP .1
.NOITAMROFNI ETERCNOC DERUOLOC ROF SNOITACIFICEPS OT REFER ,ETERCNOC DENRETTAP.GNIVAP 1 ESAHP GNITSIXE FO RUOLOC HCTAM OT STNIOJ NOISNAPXE ROF DNUOPMOC GNILAES CITSALPARAP TOH FO RUOLOC .2
.SNOITACOL BALS TSORF ROF NALP SLAIRETAM OT REFER .3.NOITALLATSNI GNIVAP .CNOC .P.I.C OT ROIRP TCETIHCRA EPACSDNAL EHT YB DEVORPPA EB OT SEHSINIF .4
41 GNIDLIUB FO HTRON HSINIF ETAGERGGA DESOPXE ETON .5
FROST SLABCONDITION
REGULAR CONDITION
50
FROST SLAB NOTE:TA DELLATSNI EB OT ERA SBALS TSORF DETALUSNI .1TESFFO mm0503 .NIM A /W SNOITACOL ROOD ELGNISTA TESFFO mm0081 .NIM A DNA ECAF GNIDLIUB MORFTSORF SAERA RODIRROC NI .ROOD A FO EDIS REHTIE
ECAF GNIDLIUB MORF SUOUNITNOC NUR OT ERA SBALSECNARTNE EHT OTNI EUNITNOC DNA ECAF GNIDLIUB OT
PLAZAS AS PER 2 / L2d-2.0.2. AT TRANSITIONAL AREAS (FROM INSULATED TO
SSENKCIHT NOITALUSNI DIGIR ,)SAERA DETALUSNI-NONmm001 MORF .XE( YLLAUDARG DECUDER EB DLUOHS
HTDIW mm006 NI mm52 OT mm05 OT mm57 OTFO STCEFFE EHT NESSEL OT )STNEMERCNI
DIFFERENTIAL FROST MOVEMENT.SGNIWARD POHS EDIVORP OT ROTCARTNOC .3
,HTPED ,SNOITACOL BALS TSORF GNINILTUOGRANULAR TYPE, GRANULAR THICKNESS, AND
DEVORPPA EB OT SGNIWARD ,SSENKCIHT NOITALUSNI.NOITALLATSNI OT ROIRP REENIGNE LACINHCETOEG YB
25
750
50mm THICK FROST SLAB INSULATION750mm BELOW T/O FIN. GRADE
620
NOTE:DEVORPPA EB OT PU DLIUB GNIVAP DETALUSNI-NON .1
.NOITALLATSNI OT ROIRP REENIGNE LACINHCETOEG YB
SWEEP JOINTING SAND TOFILL JOINTS
70mm THICK PRECASTCONCRETE UNIT PAVING ASSPECIFIED SEE PAVING PLAN
40mm HIGH PERFORMANCEBEDDING (HPB)
7040
130
32 MPa C.I.P. CONCRETE SLAB WITH152 X 152 MD18.7 X MD18.7 WELDED WIREMESH THROUGH MID DEPTH OF SLAB
50mm Ø WEEP HOLES SPACED 2500mm O.C.MAX. AND FILLED W/ H.P.B. TYP., ENSUREPOSITIVE SLAB DRAINAGE TO WEEP HOLES
750
GRANULAR 'A' FILL COMPACTED AT98% S.P.M.D.D., DEPTH AS REQUIRED
GRANULAR 'B' SUBGRADE AS PERCIVIL DWGS.
TERRAFIX 200R GEOTEXTILE FILTERFABRIC OR APPROVED EQUAL
FROST SLAB NOTE:.NIM A DNA ECAF GNIDLIUB MORF TESFFO mm0503 .NIM A /W SNOITACOL ROOD ELGNIS TA DELLATSNI EB OT ERA SBALS TSORF DETALUSNI .1
OT ECAF GNIDLIUB MORF SUOUNITNOC NUR OT ERA SBALS TSORF SAERA RODIRROC NI .ROOD A FO EDIS REHTIE TA TESFFO mm0081.0.2-d2L / 2 REP SA SAZALP ECNARTNE EHT OTNI EUNITNOC DNA ECAF GNIDLIUB
YLLAUDARG DECUDER EB DLUOHS SSENKCIHT NOITALUSNI DIGIR ,)SAERA DETALUSNI-NON OT DETALUSNI MORF( SAERA LANOITISNART TA .2.TNEMEVOM TSORF LAITNEREFFID FO STCEFFE EHT NESSEL OT )STNEMERCNI HTDIW mm006 NI mm52 OT mm05 OT mm57 OT mm001 MORF .XE(
DNA ,SSENKCIHT RALUNARG ,EPYT RALUNARG ,HTPED ,SNOITACOL BALS TSORF GNINILTUO SGNIWARD POHS EDIVORP OT ROTCARTNOC .3.NOITALLATSNI OT ROIRP REENIGNE LACINHCETOEG YB DEVORPPA EB OT SGNIWARD ,SSENKCIHT NOITALUSNI
50
50mm THICK FROST SLABINSULATION 750mm BELOWT/O FIN. GRADE
510
40mm HPB (HIGHPERFORMANCE BEDDING)
COMPACTED AT 98% S.P.M.D.D.
SWEEP JOINTINGSAND TO FILL JOINTS
130mm THICK C.I.P. CONCRETESLAB, PROVIDE 152 X 152
MD18.7 X MD18.7 WELDED WIREMESH @ MID DEPTH OF SLAB
GRANULAR 'A' FILL COMPACTEDAT 98% S.P.M.D.D., DEPTH AS
REQUIRED
GRANULAR 'B' SUBGRADE ASPER CIVIL DWGS.
70mm THICK PRECASTCONCRETE UNIT PAVING AS
SPECIFIED, SEE PAVING PLAN
APPROX. LINE OF COLOURTRANSITION IN CONCRETE
AS REQUIRED
50mm THICK FROST SLABINSULATION 750mm BELOW
T/O FIN. GRADE
7013
040
130
100
135°
900 MIN. OVERLAP
EXTEND WELDED WIRE MESH900mm MIN. INTO ADJACENT
C.I.P. CONC. PAVING
FROST SLAB NOTE:.NIM A DNA ECAF GNIDLIUB MORF TESFFO mm0503 .NIM A /W SNOITACOL ROOD ELGNIS TA DELLATSNI EB OT ERA SBALS TSORF DETALUSNI .1
OT ECAF GNIDLIUB MORF SUOUNITNOC NUR OT ERA SBALS TSORF SAERA RODIRROC NI .ROOD A FO EDIS REHTIE TA TESFFO mm0081.0.2-d2L / 2 REP SA SAZALP ECNARTNE EHT OTNI EUNITNOC DNA ECAF GNIDLIUB
YLLAUDARG DECUDER EB DLUOHS SSENKCIHT NOITALUSNI DIGIR ,)SAERA DETALUSNI-NON OT DETALUSNI MORF( SAERA LANOITISNART TA .2.TNEMEVOM TSORF LAITNEREFFID FO STCEFFE EHT NESSEL OT )STNEMERCNI HTDIW mm006 NI mm52 OT mm05 OT mm57 OT mm001 MORF .XE(
DNA ,SSENKCIHT RALUNARG ,EPYT RALUNARG ,HTPED ,SNOITACOL BALS TSORF GNINILTUO SGNIWARD POHS EDIVORP OT ROTCARTNOC .3.NOITALLATSNI OT ROIRP REENIGNE LACINHCETOEG YB DEVORPPA EB OT SGNIWARD ,SSENKCIHT NOITALUSNI
50
FILTER FABRIC; TERRAFIX 270ROR APPR. EQ.; DIRECTLY
UNDER UNIT PAVERS
750
510
620
3 @ 300 O.C.
200
200 OR 30020mm TOOLED EDGE TYP.
CONCRETE SLAB WITH 1000mm LONG10M BARS @ 500mm O.C. HORIZ. W/
300mm TAILS; PROVIDE 3 - 10M BARSPARALLEL TO CURB @ 300mm O.C.
NOTES:1. REINFORCING LOCATED IN EXPOSED WALL FACES SHALL BE EPOXY COATED.2. BACKFILL WALL WITH FREE DRAINING MATERIAL.3. SNAP TIE HOLES ON EXPOSED CONCRETE WALLS TO ALIGN HORIZONTALLY AND VERTICALLY.4. ALL EXPOSED CONCRETE TO HAVE A SMOOTH, ARCHITECTURAL FINISH.5. ALL COLOURS AND MATERIALS TO BE APPROVED BY LANDSCAPE ARCHITECT.6. PROVIDE EXPANSION JOINTS @ 6000mm O.C. AND CONTROL JOINTS @ 3000mm O.C. TYPICAL.7. EXPANSION AND CONTROL JOINTS TO BE SQUARE AND CLEAN (NO CHAMFER ON JOINT).
GRANULAR 'A' FILL COMPACTED AT 98%S.P.M.D.D., DEPTH AS REQUIRED
PLANTING BED
MULCH
PLANTING; REFER TOPLANTING PLAN
630
200 OR 300mm WIDE C.I.P. CONCRETE CURB; 32 MPa@ 28 DAYS WITH 5-7% AIR ENTRAINMENT; COLOUR
TO BE NATURAL FOR 200mm CURBS;ARCHITECTURAL WHITE FOR 300mm CURBS AS PER
PLAN; PROVIDE SMOOTH ARCHITECTURAL FINISH
600
MIN
.
75
150
COMPACTED GRANULAR 'B'SUBGRADE AS PER CIVIL DRAWINGS
CONC. BONDING AGENT BETWEEN POURS
10M U-BARS @ 300mm O.C. HORIZ.
LINE OF 200mm HIGH CURB IN BACKGROUND
REFER TO CIVILDRAWINGS
PROVIDE 12.5x12.5mm (1/2"x1/2") SNAP CAPJOINT, TO BE FULLY SEALED W/ JOINT CAULKING
130
150
2 - 15M @ BOTTOM
2 - 10M
2 - 15M @ TOP
135°
POUR 1
POUR 2
50mm THICK FROST SLAB INSULATION750mm BELOW T/O FIN. GRADE
50
T/O FIN. GRADE
750
50
NOTES:.SERTEMILLIM NI NWOHS ERA SNOISNEMID LLA .1
.EGANIARD-BUS - 02620 :NOITCES NOITACIFICEPS HTIW NOITCNUJNOC NI DESU EB OT SI LIATED SIHT .2.SNOITCURTSNI DNA SNOITACIFICEPS S'RERUTCAFUNAM REP SA GNICAFRUS YALP REBBUR LLATSNI .3
.SNRETTAP DNA SRUOLOC ROF NALP TUOYAL DNUORG YALP OT REFER .4ROF 059SLIH DNA 061SXAMG FO ECNAMROFREP OT DELLATSNI GNICAFRUS YALP REBBUR ECALP NI DERUOP .5
.SENILEDIUG ASC TSETAL YB DENIMRETED SA STHGIEH LLAF ELBISSECCA MUMIXAM.EGANIARD DNA GNIDARG ROF SGNIWARD LIVIC OT REFER .6
PLAYSOFT TPV SURFACING TO BEINSTALLED AS PER MANUFACTURERSSPECIFICATIONS, POSITIVE DRAINAGEMIN. 1% AWAY FROM PLAY EQUIPMENT
GRANULAR 'B' SUBGRADE AS PERCIVIL DWGS., SUBGRADE TO SLOPE@ MIN. 1.5% TO DRAINAGE TILE
100mmØ PERFORATED WEEPING TILE W/CONTINUOUS FABRIC SOCK; CONNECT TOCATCH BASIN200
300
C.I.P. CONCRETE PAVING ANDGRANULAR THOUGH REFER TODETAILS
300
:NOITCELES RUOLOC GNIVAPCOLOUR 'PL1' - GREENCOLOUR 'PL2' - TAN (CIRCLES)
TBC
TBC
300mm MIN. DEPTH GRANULAR 'A'COMPACTED AT 98% S.P.M.D.D.,DEPTH AS REQUIRED
19mm DIA. CLEARSTONE DRAINAGECOURSE; ENSURE FULL COMPACTION
FILTER FABRIC; TERRAFIX 270R ORAPPROVED EQUIVALENT
FILTER FABRIC; TERRAFIX 270R ORAPPROVED EQUIVALENT
SLOPE MIN. 1.5%SLOPE MIN. 1.5%
19mm DIA. CLEARSTONE DRAINAGETROUGH; WRAP IN FILTER FABRIC -TERRAFIX 270R OR APPR. EQ.
130
GRANULAR 'B' FILL COMPACTED AT98% S.P.M.D.D., DEPTH AS REQUIRED
600
FROST SLAB INSULATIONREFER TO 1/L2d-2.0
NOTE:DEVORPPA EB OT PU DLIUB GNIVAP DETALUSNI-NON .1
.NOITALLATSNI OT ROIRP REENIGNE LACINHCETOEG YB
300mm WIDE C.I.P. CONCRETE SEAT WALL;35 MPa @ 28 DAYS WITH 5-7% AIR
ENTRAINMENT; COLOUR TO BE NATURAL;PROVIDE SMOOTH ARCHITECTURAL FINISH
PLANTINGBED
CAST IN PLACE CONCRETE, REFER TOPAVING PLAN AND PAVING DETAILS
2 - 15M @ TOP
3-10M @ 300 O.C.
GRANULAR 'A' FILL COMPACTED AT 98%S.P.M.D.D., DEPTH AS REQUIRED
1200mm LONG 10M BARS INSLAB @ 600mm O.C. HORIZ.
PROVIDE 12.5x12.5mm (1/2"x1/2") SNAP CAP JOINT, TOBE FULLY SEALED W/ EXPANSION JOINT CAULKING
MULCH7532
541
0
900
MIN
.
150
130
NOTES:1. REINFORCING LOCATED IN EXPOSED WALL FACES SHALL BE EPOXY COATED.2. BACKFILL WALL WITH FREE DRAINING MATERIAL.3. SNAP TIE HOLES ON EXPOSED CONCRETE WALLS TO ALIGN HORIZONTALLY AND VERTICALLY.4. ALL EXPOSED CONCRETE TO HAVE A SMOOTH, ARCHITECTURAL FINISH.5. ALL COLOURS AND MATERIALS TO BE APPROVED BY LANDSCAPE ARCHITECT.6. PROVIDE EXPANSION JOINTS @ 6000mm O.C. AND CONTROL JOINTS @ 3000mm O.C. TYPICAL.7. EXPANSION AND CONTROL JOINTS TO BE SQUARE AND CLEAN (NO CHAMFER ON JOINT).
PLANTING; REFER TOPLANTING PLAN
2 - 15M @ BOTTOM
COMPACTED GRANULAR 'B'SUBGRADE AS PER CIVIL DRAWINGS
532mm WIDE, 4000mm LONG IPE BENCH W/50x50x4mm HSS GALV. METAL FRAME BOLTEDTO C.I.P. CONC. WALL TYP., CONTRACTOR TO
SUBMIT SHOP DRAWINGS FOR BENCH TOLANDSCAPE ARCHITECT FOR APPROVAL, REFER
TO LAYOUT PLANS FOR BENCH LOCATIONS
PROVIDE CONCRETE BONDINGAGENT BETWEEN POURS
83°
25
50 884
532
140
38
3850
140
LED STRIPLIGHT MOUNTED TO GALV. FRAME;REFER TO ELECTRICAL DRAWINGS 54 400
10M U-BARS @ 300mm O.C. HORIZ.
180 300
135°
1 - 10M CONT.
50mm RIGID INSULATION AND 'BIOROOTSTOP'ROOT BARRIER BY BIOROOF SYSTEMS
(416-439-5442) OR APPROVED EQUAL
2 - 10M
POUR 1
POUR 2
860mm LONG 10M BARS W/ 200mmHOOK @ 600mm O.C. HORIZ.
200
REFERTO CIVILDWGS.
10M @ 300mm O.C.
50mm THICK FROST SLAB INSULATION750mm BELOW T/O FIN. GRADE
T/O FIN. GRADE
750
200
30020mm TOOLED EDGE TYP.
PRECAST CONCRETE UNITPAVERS REFER TO MATERIALS
PLAN AND PAVING DETAILS
GRANULAR 'A' FILL COMPACTED AT98% S.P.M.D.D., DEPTH AS REQUIRED
PLANTING BED
MULCH
PLANTING; REFER TOPLANTING PLAN
EXTEND WELDED WIRE MESH INTOINTEGRAL WALL W/ 100mm
DOWNTURN AS SHOWN
300mm WIDE C.I.P. CONCRETE CURB; 32 MPa @ 28 DAYS WITH 5-7% AIR
ENTRAINMENT; COLOUR TO BEARCHITECTURAL WHITE
PROVIDE SMOOTH ARCHITECTURAL FINISH
620
75
150
130
NOTES:1. REINFORCING LOCATED IN EXPOSED WALL FACES SHALL BE EPOXY COATED.2. BACKFILL WALL WITH FREE DRAINING MATERIAL.3. SNAP TIE HOLES ON EXPOSED CONCRETE WALLS TO ALIGN HORIZONTALLY AND VERTICALLY.4. ALL EXPOSED CONCRETE TO HAVE A SMOOTH, ARCHITECTURAL FINISH.5. ALL COLOURS AND MATERIALS TO BE APPROVED BY LANDSCAPE ARCHITECT.6. PROVIDE EXPANSION JOINTS @ 6000mm O.C. AND CONTROL JOINTS @ 3000mm O.C. TYPICAL.7. EXPANSION AND CONTROL JOINTS TO BE SQUARE AND CLEAN (NO CHAMFER ON JOINT).
APPROX. LINE OF COLOUR TRANSITION
PROVIDE SLAB THICKENING TOSUPPORT CURB ABOVE
100
110
LINE OF 200mm HIGH CURB IN BACKGROUND
REFER TO CIVILDRAWINGS
150
MIN
.50
135°
42°
50
COMPACTED GRANULAR 'B'SUBGRADE AS PER CIVIL DRAWINGS
2 - 15M @ BOTTOM
50mm THICK FROST SLAB INSULATION750mm BELOW T/O FIN. GRADE
10M U-BARS @ 300mm O.C. HORIZ.
2 - 10M
600
MIN
.
T/O FIN. GRADE
750
10M @ 300mm O.C.
450
300300mm WIDE C.I.P. CONCRETE SEAT WALL;
35 MPa @ 28 DAYS WITH 5-7% AIRENTRAINMENT; COLOUR TO BE NATURAL,
PROVIDE SMOOTH ARCHITECTURAL FINISH
20mm TOOLED EDGES
PLANTING BED
CAST IN PLACE CONCRETE PAVING REFER TOMATERIALS PLAN AND PAVING DETAILS
10M U-BARS @ 300mm O.C. HORIZ.
3-10M @ 300 O.C.
GRANULAR 'A' COMPACTED TO 98% S.P.M.D.D.,
860mm LONG 10M BARS W/ 200mmHOOK @ 600mm O.C. HORIZ.
50mm RIGID INSULATION AND 'BIOROOTSTOP'ROOT BARRIER BY BIOROOF SYSTEMS
(416-439-5442) OR APPROVED EQUAL
MULCH7543
530
0
900
MIN
.
150
130
NOTES:1. REINFORCING LOCATED IN EXPOSED WALL FACES SHALL BE EPOXY COATED.2. BACKFILL WALL WITH FREE DRAINING MATERIAL.3. SNAP TIE HOLES ON EXPOSED CONCRETE WALLS TO ALIGN HORIZONTALLY AND VERTICALLY.4. ALL EXPOSED CONCRETE TO HAVE A SMOOTH, ARCHITECTURAL FINISH.5. ALL COLOURS AND MATERIALS TO BE APPROVED BY LANDSCAPE ARCHITECT.6. PROVIDE EXPANSION JOINTS @ 6000mm O.C. AND CONTROL JOINTS @ 3000mm O.C. TYPICAL.7. EXPANSION AND CONTROL JOINTS TO BE SQUARE AND CLEAN (NO CHAMFER ON JOINT).
PLANTING; REFER TOPLANTING PLAN
2 - 15M @ BOTTOM
CONC. BONDING AGENT BETWEEN POURS
50
REFERTO CIVILDWGS.
200
POUR 1
POUR 215M @ 250mm O.C.
1200mm LONG 10M BARS INSLAB @ 600mm O.C. HORIZ.
1 - 10M CONT.
180
PROVIDE 12.5x12.5mm (1/2"x1/2") SNAP CAPJOINT, TO BE FULLY SEALED W/ JOINT CAULKING
2 - 15M @ TOP
135°
50mm THICK FROST SLAB INSULATION
T/O FIN. GRADE
750
COMPACTED GRANULAR 'B'SUBGRADE AS PER CIVIL DRAWINGS
50mm THICK FROST SLAB INSULATION750mm BELOW T/O FIN. GRADE
CL CL CL
65
1600 O.C. MAX.
5010
5065
120
1100
250
1100
TYP
.65
120
65
5 TYP.
37.5 37.5
75
1320x1600x9.5mm TEMPEREDGLASS PANELS SECURED TO
CONCRETE PLANTER WALL W/ SSBOLTS TYP.
TEMPERED GLASS SS MOUNTINGBOLTS BY THE WAGNER
COMPANIES OR APPROVEDEQUAL, 4 - PER PANEL TYP.
PLANTER WALL REFER TOL2E-1.0
50x75x3mm EXTRUDED ALUMINUM TOPRAIL SECURED TO TEMPERED GLASS
PANELS, TO MATCH ARCHITECTURAL TYP.
SECTION ELEVATION
LIN
E O
F M
ATE
RIA
LIN
TER
SE
CTI
ON
40mm HPB (HIGHPERFORMANCE BEDDING)
COMPACTED AT 98% S.P.M.D.D.
SWEEP JOINTING SANDTO FILL JOINTS
130mm THICK C.I.P. CONCRETESLAB, PROVIDE 152 X 152
MD18.7 X MD18.7 WELDED WIREMESH @ MID DEPTH OF SLAB
70mm THICK PRECASTCONCRETE UNIT PAVING AS
SPECIFIED, SEE PAVING PLAN
GRANULAR 'A' FILLCOMPACTED AT 98%
S.P.M.D.D., DEPTH ASREQUIRED
GRANULAR 'B' SUBGRADEAS PER CIVIL DWGS.
FILTER FABRIC; TERRAFIX 270ROR APPR. EQ.; DIRECTLY UNDER
UNIT PAVERS
7013
040
SWEEP JOINTING SAND TOFILL JOINTS
100mm THICK PRECASTCONCRETE UNIT PAVING ASSPECIFIED SEE PAVING PLAN
40mm HIGH PERFORMANCEBEDDING
GRANULAR 'A' FILL COMPACTEDAT 98% S.P.M.D.D., DEPTH ASREQUIRED
GRANULAR 'B' SUBGRADEAS PER CIVIL DWGS.
FILTER FABRIC; TERRAFIX 270ROR APPR. EQ.; DIRECTLY UNDERUNIT PAVERS
FROST SLAB NOTE:.NIM A DNA ECAF GNIDLIUB MORF TESFFO mm0503 .NIM A /W SNOITACOL ROOD ELGNIS TA DELLATSNI EB OT ERA SBALS TSORF DETALUSNI .1
OT ECAF GNIDLIUB MORF SUOUNITNOC NUR OT ERA SBALS TSORF SAERA RODIRROC NI .ROOD A FO EDIS REHTIE TA TESFFO mm0081.0.2-d2L / 2 REP SA SAZALP ECNARTNE EHT OTNI EUNITNOC DNA ECAF GNIDLIUB
YLLAUDARG DECUDER EB DLUOHS SSENKCIHT NOITALUSNI DIGIR ,)SAERA DETALUSNI-NON OT DETALUSNI MORF( SAERA LANOITISNART TA .2.TNEMEVOM TSORF LAITNEREFFID FO STCEFFE EHT NESSEL OT )STNEMERCNI HTDIW mm006 NI mm52 OT mm05 OT mm57 OT mm001 MORF .XE(
DNA ,SSENKCIHT RALUNARG ,EPYT RALUNARG ,HTPED ,SNOITACOL BALS TSORF GNINILTUO SGNIWARD POHS EDIVORP OT ROTCARTNOC .3.NOITALLATSNI OT ROIRP REENIGNE LACINHCETOEG YB DEVORPPA EB OT SGNIWARD ,SSENKCIHT NOITALUSNI
50
50mm THICK FROST SLABINSULATION 750mm BELOWT/O FIN. GRADE
510
130mm THICK C.I.P.CONCRETE SLAB, PROVIDE152 X 152 MD18.7 X MD18.7WELDED WIRE MESH @MID DEPTH OF SLAB
4010
0
750
600
750
500
MIN
.45
0
300
300mm WIDE C.I.P. CONCRETESEAT WALL; 35 MPa @ 28 DAYS
WITH 5-7% AIR ENTRAINMENT;COLOUR TO BE NATURAL,
PROVIDE SMOOTHARCHITECTURAL FINISH
20mm TOOLED EDGES
PLANTING BED
PRECAST CONCRETE UNITPAVERS REFER TO MATERIALS
PLAN AND PAVING DETAILS
15M U-BARS @ 500mmO.C. HORIZ.
GRANULAR 'A' COMPACTEDTO 98% S.P.M.D.D.,2 - 15M @ BOTTOM
COMPACTED GRANULAR'B' SUBGRADE AS PER
CIVIL DRAWINGS
50mm RIGID INSULATIONAND 'BIOROOTSTOP' ROOT
BARRIER BY BIOROOFSYSTEMS (416-439-5442) OR
APPROVED EQUAL
MULCH7539
543
0
900
MIN
.
150
NOTES:1. REINFORCING LOCATED IN EXPOSED WALL FACES SHALL BE EPOXY COATED.2. BACKFILL WALL WITH FREE DRAINING MATERIAL.3. SNAP TIE HOLES ON EXPOSED CONCRETE WALLS TO ALIGN HORIZONTALLY AND VERTICALLY.4. ALL EXPOSED CONCRETE TO HAVE A SMOOTH, ARCHITECTURAL FINISH.5. ALL COLOURS AND MATERIALS TO BE APPROVED BY LANDSCAPE ARCHITECT.6. PROVIDE EXPANSION JOINTS @ 6000mm O.C. AND CONTROL JOINTS @ 3000mm O.C. TYPICAL.7. EXPANSION AND CONTROL JOINTS TO BE SQUARE AND CLEAN (NO CHAMFER ON JOINT).
PLANTING; REFER TOPLANTING PLAN
APPROX. LINE OF COLOURTRANSITION AS REQUIRED
50
REFER TO CIVILDRAWINGS
T/O FIN. GRADE
750
50mm THICK FROST SLABINSULATION 750mm BELOW
T/O FIN. GRADE
4 - 10M HOR..
950
2 - 15M @ TOP
PROJECT
DWG. TITLE
PROJECT NO.
DRAWN BY
CHECKED BY
DATE
SCALE
DRAWING NUMBER:
FILE NAME:
PLOT SCALE: 1:1
KANATA ONTARIO
Issued/RevisionDateNo. By
PROJECT ARCHITECT
DESIGN ARCHITECT
LANDSCAPE/ CIVIL
ELECTRICAL
PLANNER
DEVELOPER
TENANT
RioCan Real Estate Investment Trust2300 Yonge Street
Suite 500Toronto, Ontario
M4P 1E4(416) 646 8330
7th Floor - 55 St. Clair Avenue WestToronto, ON
M4V 2Y7, CanadaTel: (416) 596-1930Fax: (416) 596-0644
333 Preston StreetTower 1, Suite 400
Ottawa, OntarioCanada K1S 5N4Tel (613)225-1311
FAX (613)225-9868
223 McLeod Street | Ottawa, ON | K2P 0Z8T: 613.730.5709 ext.234 | F: 613.730.1136
create
Tanger Factory Outlet Centers, Inc.3200 Northline Avenue
Suite 360Greensboro, NC 27408
1 (336)-292-3010
: [email protected] : (416) 444.1463T
E
H A M M E R S C H L A G + J O F F E I N C.
69 Lesmill Road Toronto,Ontario Canada M3B 2T8 : (416) 444.9263F
D07
-12-
18-0
012
#16450
AS NOTED
LANDSCAPEDETAILS
SCALE
L4e-2.0
1L4e-2.0
C.I.P. CONCRETE PAVING1:10
3L4e-2.0
PRECAST CONC. UNIT PAVING ON CONC. BASE1:5
5L4e-2.0
PRECAST UNIT PAVING ON CONC. BASE @ C.I.P. CONCRETE PAVING1:5
7L4e-2.0
200mm HT. C.I.P. CONC. CURB1:10
6L4e-2.0
LEFT BLANK INTENTIONALLYN/A
9L4e-2.0
450mm HT. C.I.P. CONC. WALL W/ TOP MOUNTING IPE BENCH1:10
8L4e-2.0
LEFT BLANK INTENTIONALLYN/A
10L4e-2.0
450mm HT. C.I.P. CONC. WALL @ C.I.P. CONC. PAVING1:10
12L4e-2.0
1100mm HIGH TEMPERED GLASS GUARDRAIL AT PATIO1:10
2L4e-2.0
STREETPRINTN/A
4L4e-2.0
PRECAST CONC. UNIT PAVING ON CONC. BASE INTERSECTION1:5
11L4e-2.0
450mm HT. C.I.P. CONC. WALL @ PRECAST UNIT PAVING ON CONC. BASE1:10
TANGER OUTLETS KANATABUILDINGS 14 AND 15
LANDSCAPE
114870 JANUARY 2018
AS
NK
TS2018-01-3000 ISSUED FOR SPA
TSRE-ISSUED FOR SPA2018-04-2001
TSRE-ISSUED FOR SPA2018-06-0602