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