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300 MIN. 12 5 130 3 PROVIDE CONCRETE SURFACE FINISH AS APPROVED BY LANDSCAPE ARCHITECT 130mm CAST IN PLACE CONCRETE PAVING 32 MPa @ 28 DAYS W/ 5-7% AIR ENTRAINMENT W/ 305 X 305 MW22.2 X MW22.2 GALV. WELDED WIRE MESH THROUGH MID DEPTH OF SLAB EXPANSION JOINT @ 6m O.C. OR AS SHOWN TYP. AND/OR WHERE SIDEWALK ABUTS OTHER RIGID STRUCTURE (I.E. WALL) CONTROL JOINT @ 1500-2000mm (TYP.) 38mm DEPTH, JOINTS TO BE SAW CUT OR TOOLED W/ SQUARE EDGES AS REQUIRED ALONG BUILDING FACE AND PLANTER WALLS TO PROVIDE A FULL WIDTH JOINT HOT PARAPLASTIC SEALING COMPOUND CONFORMING 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 AS PER CIVIL NOTE: D E R U O L O C . P . I . C D N A G N I V A P E T E R C N O C . P . I . C D E R U O L O C , G N I V A P E T E R C N O C . P . I . C R A L U G E R R O F E M A S E H T S I L I A T E D G N I V A P . 1 . N O I T A M R O F N I E T E R C N O C D E R U O L O C R O F S N O I T A C I F I C E P S O T R E F E R , E T E R C N O C D E N R E T T A P . G N I V A P 1 E S A H P G N I T S I X E F O R U O L O C H C T A M O T S T N I O J N O I S N A P X E R O F D N U O P M O C G N I L A E S C I T S A L P A R A P T O H F O R U O L O C . 2 . S N O I T A C O L B A L S T S O R F R O F N A L P S L A I R E T A M O T R E F E R . 3 . N O I T A L L A T S N I G N I V A P . C N O C . P . I . C O T R O I R P T C E T I H C R A E P A C S D N A L E H T Y B D E V O R P P A E B O T S E H S I N I F . 4 4 1 G N I D L I U B F O H T R O N H S I N I F E T A G E R G G A D E S O P X E E T O N . 5 FROST SLAB CONDITION REGULAR CONDITION 50 FROST SLAB NOTE: T A D E L L A T S N I E B O T E R A S B A L S T S O R F D E T A L U S N I . 1 T E S F F O m m 0 5 0 3 . N I M A / W S N O I T A C O L R O O D E L G N I S T A T E S F F O m m 0 0 8 1 . N I M A D N A E C A F G N I D L I U B M O R F T S O R F S A E R A R O D I R R O C N I . R O O D A F O E D I S R E H T I E E C A F G N I D L I U B M O R F S U O U N I T N O C N U R O T E R A S B A L S E C N A R T N E E H T O T N I E U N I T N O C D N A E C A F G N I D L I U B O T PLAZAS AS PER 2 / L2d-2.0. 2. AT TRANSITIONAL AREAS (FROM INSULATED TO S S E N K C I H T N O I T A L U S N I D I G I R , ) S A E R A D E T A L U S N I - N O N m m 0 0 1 M O R F . X E ( Y L L A U D A R G D E C U D E R E B D L U O H S H T D I W m m 0 0 6 N I m m 5 2 O T m m 0 5 O T m m 5 7 O T F O S T C E F F E E H T N E S S E L O T ) S T N E M E R C N I DIFFERENTIAL FROST MOVEMENT. S G N I W A R D P O H S E D I V O R P O T R O T C A R T N O C . 3 , H T P E D , S N O I T A C O L B A L S T S O R F G N I N I L T U O GRANULAR TYPE, GRANULAR THICKNESS, AND D E V O R P P A E B O T S G N I W A R D , S S E N K C I H T N O I T A L U S N I . N O I T A L L A T S N I O T R O I R P R E E N I G N E L A C I N H C E T O E G Y B 25 750 50mm THICK FROST SLAB INSULATION 750mm BELOW T/O FIN. GRADE 620 NOTE: D E V O R P P A E B O T P U D L I U B G N I V A P D E T A L U S N I - N O N . 1 . N O I T A L L A T S N I O T R O I R P R E E N I G N E L A C I N H C E T O E G Y B SWEEP JOINTING SAND TO FILL JOINTS 70mm THICK PRECAST CONCRETE UNIT PAVING AS SPECIFIED SEE PAVING PLAN 40mm HIGH PERFORMANCE BEDDING (HPB) 70 40 130 32 MPa C.I.P. CONCRETE SLAB WITH 152 X 152 MD18.7 X MD18.7 WELDED WIRE MESH THROUGH MID DEPTH OF SLAB 50mm Ø WEEP HOLES SPACED 2500mm O.C. MAX. AND FILLED W/ H.P.B. TYP., ENSURE POSITIVE SLAB DRAINAGE TO WEEP HOLES 750 GRANULAR 'A' FILL COMPACTED AT 98% S.P.M.D.D., DEPTH AS REQUIRED GRANULAR 'B' SUBGRADE AS PER CIVIL DWGS. TERRAFIX 200R GEOTEXTILE FILTER FABRIC OR APPROVED EQUAL FROST SLAB NOTE: . N I M A D N A E C A F G N I D L I U B M O R F T E S F F O m m 0 5 0 3 . N I M A / W S N O I T A C O L R O O D E L G N I S T A D E L L A T S N I E B O T E R A S B A L S T S O R F D E T A L U S N I . 1 O T E C A F G N I D L I U B M O R F S U O U N I T N O C N U R O T E R A S B A L S T S O R F S A E R A R O D I R R O C N I . R O O D A F O E D I S R E H T I E T A T E S F F O m m 0 0 8 1 . 0 . 2 - d 2 L / 2 R E P S A S A Z A L P E C N A R T N E E H T O T N I E U N I T N O C D N A E C A F G N I D L I U B Y L L A U D A R G D E C U D E R E B D L U O H S S S E N K C I H T N O I T A L U S N I D I G I R , ) S A E R A D E T A L U S N I - N O N O T D E T A L U S N I M O R F ( S A E R A L A N O I T I S N A R T T A . 2 . T N E M E V O M T S O R F L A I T N E R E F F I D F O S T C E F F E E H T N E S S E L O T ) S T N E M E R C N I H T D I W m m 0 0 6 N I m m 5 2 O T m m 0 5 O T m m 5 7 O T m m 0 0 1 M O R F . X E ( D N A , S S E N K C I H T R A L U N A R G , E P Y T R A L U N A R G , H T P E D , S N O I T A C O L B A L S T S O R F G N I N I L T U O S G N I W A R D P O H S E D I V O R P O T R O T C A R T N O C . 3 . N O I T A L L A T S N I O T R O I R P R E E N I G N E L A C I N H C E T O E G Y B D E V O R P P A E B O T S G N I W A R D , S S E N K C I H T N O I T A L U S N I 50 50mm THICK FROST SLAB INSULATION 750mm BELOW T/O FIN. GRADE 510 40mm HPB (HIGH PERFORMANCE BEDDING) COMPACTED AT 98% S.P.M.D.D. SWEEP JOINTING SAND TO FILL JOINTS 130mm THICK C.I.P. CONCRETE SLAB, PROVIDE 152 X 152 MD18.7 X MD18.7 WELDED WIRE MESH @ MID DEPTH OF SLAB GRANULAR 'A' FILL COMPACTED AT 98% S.P.M.D.D., DEPTH AS REQUIRED GRANULAR 'B' SUBGRADE AS PER CIVIL DWGS. 70mm THICK PRECAST CONCRETE UNIT PAVING AS SPECIFIED, SEE PAVING PLAN APPROX. LINE OF COLOUR TRANSITION IN CONCRETE AS REQUIRED 50mm THICK FROST SLAB INSULATION 750mm BELOW T/O FIN. GRADE 70 130 40 130 100 135° 900 MIN. OVERLAP EXTEND WELDED WIRE MESH 900mm MIN. INTO ADJACENT C.I.P. CONC. PAVING FROST SLAB NOTE: . N I M A D N A E C A F G N I D L I U B M O R F T E S F F O m m 0 5 0 3 . N I M A / W S N O I T A C O L R O O D E L G N I S T A D E L L A T S N I E B O T E R A S B A L S T S O R F D E T A L U S N I . 1 O T E C A F G N I D L I U B M O R F S U O U N I T N O C N U R O T E R A S B A L S T S O R F S A E R A R O D I R R O C N I . R O O D A F O E D I S R E H T I E T A T E S F F O m m 0 0 8 1 . 0 . 2 - d 2 L / 2 R E P S A S A Z A L P E C N A R T N E E H T O T N I E U N I T N O C D N A E C A F G N I D L I U B Y L L A U D A R G D E C U D E R E B D L U O H S S S E N K C I H T N O I T A L U S N I D I G I R , ) S A E R A D E T A L U S N I - N O N O T D E T A L U S N I M O R F ( S A E R A L A N O I T I S N A R T T A . 2 . T N E M E V O M T S O R F L A I T N E R E F F I D F O S T C E F F E E H T N E S S E L O T ) S T N E M E R C N I H T D I W m m 0 0 6 N I m m 5 2 O T m m 0 5 O T m m 5 7 O T m m 0 0 1 M O R F . X E ( D N A , S S E N K C I H T R A L U N A R G , E P Y T R A L U N A R G , H T P E D , S N O I T A C O L B A L S T S O R F G N I N I L T U O S G N I W A R D P O H S E D I V O R P O T R O T C A R T N O C . 3 . N O I T A L L A T S N I O T R O I R P R E E N I G N E L A C I N H C E T O E G Y B D E V O R P P A E B O T S G N I W A R D , S S E N K C I H T N O I T A L U S N I 50 FILTER FABRIC; TERRAFIX 270R OR APPR. EQ.; DIRECTLY UNDER UNIT PAVERS 750 510 620 3 @ 300 O.C. 200 200 OR 300 20mm TOOLED EDGE TYP. CONCRETE SLAB WITH 1000mm LONG 10M BARS @ 500mm O.C. HORIZ. W/ 300mm TAILS; PROVIDE 3 - 10M BARS PARALLEL 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 TO PLANTING 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 CIVIL DRAWINGS PROVIDE 12.5x12.5mm (1/2"x1/2") SNAP CAP JOINT, 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 INSULATION 750mm BELOW T/O FIN. GRADE 50 T/O FIN. GRADE 750 50 NOTES: . S E R T E M I L L I M N I N W O H S E R A S N O I S N E M I D L L A . 1 . E G A N I A R D - B U S - 0 2 6 2 0 : N O I T C E S N O I T A C I F I C E P S H T I W N O I T C N U J N O C N I D E S U E B O T S I L I A T E D S I H T . 2 . S N O I T C U R T S N I D N A S N O I T A C I F I C E P S S ' R E R U T C A F U N A M R E P S A G N I C A F R U S Y A L P R E B B U R L L A T S N I . 3 . S N R E T T A P D N A S R U O L O C R O F N A L P T U O Y A L D N U O R G Y A L P O T R E F E R . 4 R O F 0 5 9 S L I H D N A 0 6 1 S X A M G F O E C N A M R O F R E P O T D E L L A T S N I G N I C A F R U S Y A L P R E B B U R E C A L P N I D E R U O P . 5 . S E N I L E D I U G A S C T S E T A L Y B D E N I M R E T E D S A S T H G I E H L L A F E L B I S S E C C A M U M I X A M . E G A N I A R D D N A G N I D A R G R O F S G N I W A R D L I V I C O T R E F E R . 6 PLAYSOFT TPV SURFACING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS, POSITIVE DRAINAGE MIN. 1% AWAY FROM PLAY EQUIPMENT GRANULAR 'B' SUBGRADE AS PER CIVIL DWGS., SUBGRADE TO SLOPE @ MIN. 1.5% TO DRAINAGE TILE 100mmØ PERFORATED WEEPING TILE W/ CONTINUOUS FABRIC SOCK; CONNECT TO CATCH BASIN 200 300 C.I.P. CONCRETE PAVING AND GRANULAR THOUGH REFER TO DETAILS 300 : N O I T C E L E S R U O L O C G N I V A P COLOUR 'PL1' - GREEN COLOUR 'PL2' - TAN (CIRCLES) TBC TBC 300mm MIN. DEPTH GRANULAR 'A' COMPACTED AT 98% S.P.M.D.D., DEPTH AS REQUIRED 19mm DIA. CLEARSTONE DRAINAGE COURSE; ENSURE FULL COMPACTION FILTER FABRIC; TERRAFIX 270R OR APPROVED EQUIVALENT FILTER FABRIC; TERRAFIX 270R OR APPROVED EQUIVALENT SLOPE MIN. 1.5% SLOPE MIN. 1.5% 19mm DIA. CLEARSTONE DRAINAGE TROUGH; WRAP IN FILTER FABRIC - TERRAFIX 270R OR APPR. EQ. 130 GRANULAR 'B' FILL COMPACTED AT 98% S.P.M.D.D., DEPTH AS REQUIRED 600 FROST SLAB INSULATION REFER TO 1/L2d-2.0 NOTE: D E V O R P P A E B O T P U D L I U B G N I V A P D E T A L U S N I - N O N . 1 . N O I T A L L A T S N I O T R O I R P R E E N I G N E L A C I N H C E T O E G Y B 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 PLANTING BED CAST IN PLACE CONCRETE, REFER TO PAVING 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 IN SLAB @ 600mm O.C. HORIZ. PROVIDE 12.5x12.5mm (1/2"x1/2") SNAP CAP JOINT, TO BE FULLY SEALED W/ EXPANSION JOINT CAULKING MULCH 75 325 410 900 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 TO PLANTING PLAN 2 - 15M @ BOTTOM COMPACTED GRANULAR 'B' SUBGRADE AS PER CIVIL DRAWINGS 532mm WIDE, 4000mm LONG IPE BENCH W/ 50x50x4mm HSS GALV. METAL FRAME BOLTED TO C.I.P. CONC. WALL TYP., CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR BENCH TO LANDSCAPE ARCHITECT FOR APPROVAL, REFER TO LAYOUT PLANS FOR BENCH LOCATIONS PROVIDE CONCRETE BONDING AGENT BETWEEN POURS 83° 25 50 884 532 140 38 38 50 140 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/ 200mm HOOK @ 600mm O.C. HORIZ. 200 REFER TO CIVIL DWGS. 10M @ 300mm O.C. 50mm THICK FROST SLAB INSULATION 750mm BELOW T/O FIN. GRADE T/O FIN. GRADE 750 200 300 20mm TOOLED EDGE TYP. PRECAST CONCRETE UNIT PAVERS REFER TO MATERIALS PLAN AND PAVING DETAILS GRANULAR 'A' FILL COMPACTED AT 98% S.P.M.D.D., DEPTH AS REQUIRED PLANTING BED MULCH PLANTING; REFER TO PLANTING PLAN EXTEND WELDED WIRE MESH INTO INTEGRAL WALL W/ 100mm DOWNTURN AS SHOWN 300mm WIDE C.I.P. CONCRETE CURB; 32 MPa @ 28 DAYS WITH 5-7% AIR ENTRAINMENT; COLOUR TO BE ARCHITECTURAL 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 TO SUPPORT CURB ABOVE 100 110 LINE OF 200mm HIGH CURB IN BACKGROUND REFER TO CIVIL DRAWINGS 150 MIN. 50 135° 42° 50 COMPACTED GRANULAR 'B' SUBGRADE AS PER CIVIL DRAWINGS 2 - 15M @ BOTTOM 50mm THICK FROST SLAB INSULATION 750mm 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. 450 300 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 20mm TOOLED EDGES PLANTING BED CAST IN PLACE CONCRETE PAVING REFER TO MATERIALS 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/ 200mm HOOK @ 600mm O.C. HORIZ. 50mm RIGID INSULATION AND 'BIOROOTSTOP' ROOT BARRIER BY BIOROOF SYSTEMS (416-439-5442) OR APPROVED EQUAL MULCH 75 435 300 900 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 TO PLANTING PLAN 2 - 15M @ BOTTOM CONC. BONDING AGENT BETWEEN POURS 50 REFER TO CIVIL DWGS. 200 POUR 1 POUR 2 15M @ 250mm O.C. 1200mm LONG 10M BARS IN SLAB @ 600mm O.C. HORIZ. 1 - 10M CONT. 180 PROVIDE 12.5x12.5mm (1/2"x1/2") SNAP CAP JOINT, 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 INSULATION 750mm BELOW T/O FIN. GRADE C L C L C L 65 1600 O.C. MAX. 50 1050 65 120 1100 250 1100 TYP. 65 120 65 5 TYP. 37.5 37.5 75 1320x1600x9.5mm TEMPERED GLASS PANELS SECURED TO CONCRETE PLANTER WALL W/ SS BOLTS TYP. TEMPERED GLASS SS MOUNTING BOLTS BY THE WAGNER COMPANIES OR APPROVED EQUAL, 4 - PER PANEL TYP. PLANTER WALL REFER TO L2E-1.0 50x75x3mm EXTRUDED ALUMINUM TOP RAIL SECURED TO TEMPERED GLASS PANELS, TO MATCH ARCHITECTURAL TYP. SECTION ELEVATION LINE OF MATERIAL INTERSECTION 40mm HPB (HIGH PERFORMANCE BEDDING) COMPACTED AT 98% S.P.M.D.D. SWEEP JOINTING SAND TO FILL JOINTS 130mm THICK C.I.P. CONCRETE SLAB, PROVIDE 152 X 152 MD18.7 X MD18.7 WELDED WIRE MESH @ MID DEPTH OF SLAB 70mm THICK PRECAST CONCRETE UNIT PAVING AS SPECIFIED, SEE PAVING PLAN GRANULAR 'A' FILL COMPACTED AT 98% S.P.M.D.D., DEPTH AS REQUIRED GRANULAR 'B' SUBGRADE AS PER CIVIL DWGS. FILTER FABRIC; TERRAFIX 270R OR APPR. EQ.; DIRECTLY UNDER UNIT PAVERS 70 130 40 SWEEP JOINTING SAND TO FILL JOINTS 100mm THICK PRECAST CONCRETE UNIT PAVING AS SPECIFIED SEE PAVING PLAN 40mm HIGH PERFORMANCE BEDDING GRANULAR 'A' FILL COMPACTED AT 98% S.P.M.D.D., DEPTH AS REQUIRED GRANULAR 'B' SUBGRADE AS PER CIVIL DWGS. FILTER FABRIC; TERRAFIX 270R OR APPR. EQ.; DIRECTLY UNDER UNIT PAVERS FROST SLAB NOTE: . N I M A D N A E C A F G N I D L I U B M O R F T E S F F O m m 0 5 0 3 . N I M A / W S N O I T A C O L R O O D E L G N I S T A D E L L A T S N I E B O T E R A S B A L S T S O R F D E T A L U S N I . 1 O T E C A F G N I D L I U B M O R F S U O U N I T N O C N U R O T E R A S B A L S T S O R F S A E R A R O D I R R O C N I . R O O D A F O E D I S R E H T I E T A T E S F F O m m 0 0 8 1 . 0 . 2 - d 2 L / 2 R E P S A S A Z A L P E C N A R T N E E H T O T N I E U N I T N O C D N A E C A F G N I D L I U B Y L L A U D A R G D E C U D E R E B D L U O H S S S E N K C I H T N O I T A L U S N I D I G I R , ) S A E R A D E T A L U S N I - N O N O T D E T A L U S N I M O R F ( S A E R A L A N O I T I S N A R T T A . 2 . T N E M E V O M T S O R F L A I T N E R E F F I D F O S T C E F F E E H T N E S S E L O T ) S T N E M E R C N I H T D I W m m 0 0 6 N I m m 5 2 O T m m 0 5 O T m m 5 7 O T m m 0 0 1 M O R F . X E ( D N A , S S E N K C I H T R A L U N A R G , E P Y T R A L U N A R G , H T P E D , S N O I T A C O L B A L S T S O R F G N I N I L T U O S G N I W A R D P O H S E D I V O R P O T R O T C A R T N O C . 3 . N O I T A L L A T S N I O T R O I R P R E E N I G N E L A C I N H C E T O E G Y B D E V O R P P A E B O T S G N I W A R D , S S E N K C I H T N O I T A L U S N I 50 50mm THICK FROST SLAB INSULATION 750mm BELOW T/O FIN. GRADE 510 130mm THICK C.I.P. CONCRETE SLAB, PROVIDE 152 X 152 MD18.7 X MD18.7 WELDED WIRE MESH @ MID DEPTH OF SLAB 40 100 750 600 750 500 MIN. 450 300 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 20mm TOOLED EDGES PLANTING BED PRECAST CONCRETE UNIT PAVERS REFER TO MATERIALS PLAN AND PAVING DETAILS 15M U-BARS @ 500mm O.C. HORIZ. GRANULAR 'A' COMPACTED TO 98% S.P.M.D.D., 2 - 15M @ BOTTOM COMPACTED GRANULAR 'B' SUBGRADE AS PER CIVIL DRAWINGS 50mm RIGID INSULATION AND 'BIOROOTSTOP' ROOT BARRIER BY BIOROOF SYSTEMS (416-439-5442) OR APPROVED EQUAL MULCH 75 395 430 900 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 TO PLANTING PLAN APPROX. LINE OF COLOUR TRANSITION AS REQUIRED 50 REFER TO CIVIL DRAWINGS T/O FIN. GRADE 750 50mm THICK FROST SLAB INSULATION 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/Revision Date No. By PROJECT ARCHITECT DESIGN ARCHITECT LANDSCAPE/ CIVIL ELECTRICAL PLANNER DEVELOPER TENANT RioCan Real Estate Investment Trust 2300 Yonge Street Suite 500 Toronto, Ontario M4P 1E4 (416) 646 8330 7th Floor - 55 St. Clair Avenue West Toronto, ON M4V 2Y7, Canada Tel: (416) 596-1930 Fax: (416) 596-0644 333 Preston Street Tower 1, Suite 400 Ottawa, Ontario Canada K1S 5N4 Tel (613)225-1311 FAX (613)225-9868 223 McLeod Street | Ottawa, ON | K2P 0Z8 T: 613.730.5709 ext.234 | F: 613.730.1136 create Tanger Factory Outlet Centers, Inc. 3200 Northline Avenue Suite 360 Greensboro, NC 27408 1 (336)-292-3010 : [email protected] : (416) 444.1463 T 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) 444.9263 F D07-12-18-0012 #16450 AS NOTED LANDSCAPE DETAILS SCALE L4e-2.0 1 L4e-2.0 C.I.P. CONCRETE PAVING 1:10 3 L4e-2.0 PRECAST CONC. UNIT PAVING ON CONC. BASE 1:5 5 L4e-2.0 PRECAST UNIT PAVING ON CONC. BASE @ C.I.P. CONCRETE PAVING 1:5 7 L4e-2.0 200mm HT. C.I.P. CONC. CURB 1:10 6 L4e-2.0 LEFT BLANK INTENTIONALLY N/A 9 L4e-2.0 450mm HT. C.I.P. CONC. WALL W/ TOP MOUNTING IPE BENCH 1:10 8 L4e-2.0 LEFT BLANK INTENTIONALLY N/A 10 L4e-2.0 450mm HT. C.I.P. CONC. WALL @ C.I.P. CONC. PAVING 1:10 12 L4e-2.0 1100mm HIGH TEMPERED GLASS GUARDRAIL AT PATIO 1:10 2 L4e-2.0 STREETPRINT N/A 4 L4e-2.0 PRECAST CONC. UNIT PAVING ON CONC. BASE INTERSECTION 1:5 11 L4e-2.0 450mm HT. C.I.P. CONC. WALL @ PRECAST UNIT PAVING ON CONC. BASE 1:10 TANGER OUTLETS KANATA BUILDINGS 14 AND 15 LANDSCAPE 114870 JANUARY 2018 AS NK TS 2018-01-30 00 ISSUED FOR SPA TS RE-ISSUED FOR SPA 2018-04-20 01 TS RE-ISSUED FOR SPA 2018-06-06 02

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Page 1: TANGER OUTLETS KANATA

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

AutoCAD SHX Text
with the work.
AutoCAD SHX Text
This drawing is not to be scaled.
AutoCAD SHX Text
from the supplied information.
AutoCAD SHX Text
damages resulting from his work.
AutoCAD SHX Text
appropiate consultant's drawings before proceeding
AutoCAD SHX Text
Construction must conform to all applicable codes and
AutoCAD SHX Text
requirements of authorities having jurisdiction.
AutoCAD SHX Text
The contractor working from drawings not specifically
AutoCAD SHX Text
marked 'For Construction' must assume full
AutoCAD SHX Text
responsibility and bear costs for any corrections or
AutoCAD SHX Text
The contractor must verify and accept responsibility
AutoCAD SHX Text
The architect is not responsible for the accuracy of
AutoCAD SHX Text
survey, structural, mechanical, electrical, etc.,
AutoCAD SHX Text
information shown on this drawing. Refer to the
AutoCAD SHX Text
for all dimensions and conditions on site and must
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notify Turner Fleischer Architects Inc. of any variations
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This drawing, as an instrument of service, is provided
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by and is the property of Turner Fleischer Architects Inc.
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