6.29 6.53 6.45 6.29 1.62 3.18 3.35 6.25 6.44 6.14 4.00 3.85 5.07 6.00 8.14 5.85 8.29 8.29 1.51 6.63 6.40 2.70 5.50 2.70 7.00 1.41 6.53 1.62 6.40 6.63 6.40 1.22 3.08 3.25 3.07 3.18 6.25 3.07 3.38 3.18 3.07 3.38 3.07 3.85 3.70 4.31 6.31 3.39 6.29 8.14 8.44 1.32 8.14 6.31 8.29 6.14 1.51 1.41 8.31 5.39 5.85 5.70 1.32 3.07 7.07 3.17 8.44 2.81 1.82 3.72 5.55 6.10 2.17 3.23 3.22 3.59 1.77 3.60 3.08 3.14 1.32 2.74 5.55 5.55 1.62 5.55 2.12 2.81 2.81 5.55 5.55 2.68 1.57 3.05 5.55 5.55 2.09 2.81 2.92 1.56 7.92 6.00 6.00 6.00 5.50 4.33 4.33 4.33 4.33 6.10 2.76 4.28 5.50 1.55 19.56 25.96 6.44 7.50 12.40 6.00 7.90 7.50 15.20 8.14 8.14 15.20 6.14 3.13 1.96 3.36 3.01 1.79 3.02 3.66 5.57 3.11 2.83 6.28 5.06 25.96 5.58 4.36 6.34 48.16 44.53 32.00 1.83 1.08 1.73 3.40 3.10 1.58 6.10 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 1.55 5.50 2.76 5.50 2.76 5.50 2.76 2.48 3.09 22.74 14.05 18.50 16.50 12.65 12.65 17.00 6.10 24.19 22.92 68.28 57.46 24.19 6.43 5.23 1.50m CONC. SIDEWALK W W W W W W W W W W W W W W W W C C H H H H H H H H H H H H H H H ACOUSTIC FENCE ACOUSTIC FENCE 2.26 3.59 5.26 DRIVE DRIVE DRIVE DRIVE 6.23 6.31 6.31 2.90 2.52 4.20 6.35 6.05 4.22 6.05 4.22 6.05 6.05 4.22 4.22 6.05 6.05 4.22 6.76 4.55 6.23 1.68 3.38 3.38 3.10 3.66 3.38 3.99 DRIVE 3.07 DRIVE DRIVE DRIVE DRIVE 6.26 6.31 6.26 3.30 3.94 5.62 7.07 4.37 6.05 6.05 4.88 6.71 6.71 4.88 4.37 6.05 6.05 4.37 7.02 3.18 4.86 2.82 3.26 3.54 3.21 3.48 3.26 3.54 2.62 6.87 3.79 2.94 2.57 4.37 2.61 1.50m CONC. SIDEWALK 1.50m CONC. SIDEWALK 1.50m CONC. SIDEWALK R=13.0m 172.80 TEMPORARY MAILBOXES 1.5m ACCESS AISLE 170.52 172.74 170.56 1.50M PEDESTRIAN CONC. SIDEWALK N45°51'10"W N4°04'40"W N85°57'20"E 52.12 N37°42'00"E 100.00 5.85 4.65 41.39 22.37 1.50M PEDESTRIAN SIDEWALK 2.5m SERVICING CORRIDOR 1.50M PEDESTRIAN CONC. SIDEWALK PROPERTY LINE ROLLED CURB INGRESS AND EGRESS BACK TO BACK TOWNHOUSES VISITOR PARKING ONLY 1.80M PEDESTRIAN SIDEWALK INGRESS AND EGRESS ROLLED CURB BACK TO BACK TOWNHOUSES VISITOR PARKING ONLY DUNDAS STREET EAST 4.5m SERVICING CORRIDOR BLOCK 382 1.50M PEDESTRIAN CONC. SIDEWALK 171.51 172.02 172.32 170.94 171.63 171.68 171.81 172.17 171.34 171.31 172.29 2.5% 172.46 172.14 172.00 172.16 171.44 171.90 171.90 171.59 171.59 171.88 172.10 171.84 171.13 171.16 171.26 171.30 171.72 171.59 171.55 171.35 172.05 171.93 171.97 171.99 171.67 171.63 171.22 1R 171.20 HYDRO METERS POSTRIDGE DRIVE MAX KHAN BOULEVARD PROPERTY LINE 170.41 7 STOREYS + MECH. MAIN ENTRY EXIT SERVICE/ LOADING BAY EXIT R=9.0m Garbace Truck - Front Loader TYPE 'G' 4m X 13m X 6.1m MAIL UNDERGROUND ENTRANCE UNDERGROUND BELOW UNDERGROUND BELOW ROLLED CURB INGRESS AND EGRESS R=13.0m R=8.5m R=13.0m R=8.5m R=8.5m R=13.0m R=13.0m INTAKE SHAFT R=8.5m 100.00 N37°42'00"E N37°38'10"E N42°23'40"W 7.66 1.47 N42°25'30"W 46.49 N49°36'40"W N37°33'40"E 16.84 6.44 6.62 3.78 (STREET E) (STREET A) (STREET D) 170.41 172.50 171.11 170.60 170.37 170.29 170.52 170.47 170.58 SILVER MAPLE ROAD 170.35 170.50 170.55 170.32 170.52 170.57 170.46 170.52 170.54 170.56 170.37 171.81 172.21 171.64 171.61 172.74 172.61 171.36 170.85 V 5 V 6 172.13 171.88 171.62 172.66 172.39 170.31 V 1 0 170.40 170.34 172.62 172.71 170.38 G 170.44 TH-4 OAKLEY 4 EL-1 170.65 170.58 170.66 H 170.01 170.10 170.56 170.49 171.55 171.10 171.25 171.76 172.83 172.77 171.95 172.66 171.47 170.56 172.50 172.50 172.59 171.53 171.55 170.26 170.63TC 70.60TC HP V 1 171.75 V 2 V 3 V 4 V 7 V 8 171.92 V 9 2.5% 2.5% 172.01 2.5% 2.5% 1.80M PEDESTRIAN SIDEWALK H H H G G G G G H TH-6 OAKLEY 5 EL-1 (REV.) TH-7 OAKLEY 5 EL-2 (REV.) H TH-11 OAKLEY 5 EL-2 TH-9 OAKLEY 3 EL-2 (REV.) DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE 1R 1R 1R 1R 1R 172.16 3.1% 171.97 171.97 171.94 172.50 172.50 3R 171.94 3R 171.94 3R 171.97 3.7% 4.7% 3.4% 2.3% 4.9% 2R 2R 3R 172.05 172.05 2R 2R 171.47 171.09 171.20 171.49 3R 171.49 3R 171.35 172.05 171.49 3R HYDRO METERS 1R DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE H 171.60 H H H H H H H 171.47 G G G G G G G G 172.16 4R 1R 1R 1R 1R 1R 1R 1R 3R 2R 2R 2R 2R 2R 2R 172.80 1R 172.80 172.24 3R 171.70 172.00 4.4% 3R 3R 172.30 172.42 2R 172.30 4.7% 3.0% 4.8% 172.35 172.35 172.35 3R 172.35 171.80 172.80 172.24 172.30 172.24 4R 172.30 5.2% 4.4% 2.5% 3.1% 171.70 172.14 171.60 171.60 4R 171.74 171.74 R=13.0m R= HYDRO METERS HYDRO METERS 2.44m G.DR 2.44m G.DR 1R 2.44m G.DR 2.44m G.DR 2.44m G.DR 2.44m G.DR 2.44m G.DR 2.44m G.DR 2.44m G.DR 2.44m G.DR 2.44m G.DR 2.44m G.DR 2.44m G.DR 2.44m G.DR BLOCK 382 - REG. PLAN #20M-1183 LOW RISE PORTION FOXCOTTE VILLAGE ESTATES INC. G H DRIVE DRIVE G 2 HR.FIRE WALL G G G G G G H DRIVE DRIVE TH-33 LIBERTY 3 (REV.) TH-34 LIBERTY 7 TH-27 LIBERTY 7-MOD (REV.) TH-28 LIBERTY 3 HYDRO METERS H H H +0.30 DRIVE +0.30 DRIVE DRIVE DRIVE TH-17 LIBERTY 2 TH-26 LIBERTY 7-MOD (REV) TH-23 LIBERTY 5 TH-13 OAKLEY 3 EL-2 TH-10 OAKLEY 4 EL-2 TH-5 OAKLEY 2 EL-2 TH-2 OAKLEY 2 EL-1 (REV.) TH-12 OAKLEY 1 EL-2 (REV.) TH-14 OAKLEY 4 EL-2 (REV.) TH-3 OAKLEY 5 EL-1 TH-1 OAKLEY 4 EL-1 (REV.) TH-8 OAKLEY 1 EL-2 TH-30 LIBERTY 2-MOD TH-29 LIBERTY 2 (REV.) TH-32 LIBERTY 1 (REV.) TH-31 LIBERTY 1 TH-15 LIBERTY 6 (REV) TH-19 LIBERTY 7 TH-16 LIBERTY 1-MOD TH-18 LIBERTY 3 (REV) TH-21 LIBERTY 4-MOD (REV) TH-25 LIBERTY 1 (REV) TH-24 LIBERTY 1 TH-20 LIBERTY 8 H HYDRO METERS G G G G H H H H 4.15 3.55 1.92 2.90 G G G G H H HYDRO METERS H 6.10 G G G 6.10 G 1-4.88m G.DR 2.44m G.DR 1-4.88m G.DR 1-4.88m G.DR 1-4.88m G.DR 1-4.88m G.DR 2.44m G.DR 2.44m G.DR 2.44m G.DR 1-4.88m G.DR 1-4.88m G.DR 1-4.88m G.DR 1-4.88m G.DR 1-4.88m G.DR 1-4.88m G.DR 1-4.88m G.DR 1-4.88m G.DR 1-4.88m G.DR 1-4.88m G.DR 1-4.88m G.DR 170.91 R=8.5m R=13.0m R=8.5m R=13.0m HIGH RISE PORTION 170.88 172.08 172.19 172.21 TC BC 172.28 172.09 BC 172.39 TC 172.24 172.37 172.53 BC 172.03 TC 172.18 172.26 172.31 172.16 TC BC 172.00 171.18 171.37 171.41 171.45 171.91 171.94 171.79 TC BC 171.96 171.81 TC BC 171.47 TC BC 171.42 171.02 170.50 BC 170.65 TC 170.58 170.51 170.53 170.81 TC BC 172.08 BC TC 171.93 BC 171.48 TC 171.33 171.29 170.91 170.86 TC BC 171.17 171.02 TC BC 170.93 BC 171.08 TC 170.92 BC 171.07 TC TC BC 171.17 TC 171.02 BC TC 170.73 BC 170.68 170.55 TC 170.40 170.79 170.75 170.56 171.61 TC BC 171.56 171.74 171.68 171.60 TC BC 171.55 171.46 TC BC 171.41 171.31 TC BC 171.26 171.11 TC BC 171.06 BC 170.85 170.24 BC 170.39 TC BC 170.27 BC 170.42 TC 171.47 171.26 171.06 171.02 170.87 TC BC 170.83 170.95 170.80 TC BC 171.00 TC BC 170.85 171.01 TC BC 170.86 171.00 TC BC 170.85 170.98 170.83 TC BC 171.23 BC 170.45 TC 170.30 BC 170.45 TC 170.30 BC 170.41 TC 170.26 BC 170.21 TC 170.06 170.98 BC 171.13 TC 171.37 BC 171.52 TC BC 171.26 5.1% 3.9% 3.3% 171.49 171.60 171.37 171.40 171.43 4.9% 4.2% 3.0% 171.35 2.8% 171.63 3.1% 171.51 171.54 171.58 171.92 3.3% 2.6% 4.8% 171.72 171.81 171.91 171.99 172.07 171.58 171.60 171.62 170.96 171.02 171.08 171.14 171.20 171.26 171.32 171.38 171.46 171.52 BC BC 171.65 TC 171.63 TC BC BC BC BC BC BC BC BC BC BC 171.01 171.07 171.13 171.19 171.25 171.31 171.37 171.43 171.51 171.57 TC TC TC TC TC TC TC TC TC TC 170.69 BC BC BC BC BC 171.77 171.67 171.86 171.96 172.04 172.12 TC BC TC TC TC 172.98 TC 2.5% 171.75 2.5% 171.86 172.32 2.5% 2.5% 172.35 172.01 171.90 172.50 HP 4.4% 172.50 172.47 171.06 4.9% 171.28 171.60 2.5% 171.13 171.28 3.5% +0.15 171.75 171.75 +0.35 +0.15 172.10 172.42 172.65 172.70 3.2% 172.25 3.67 2.50 2.22 1.53 4.2% 172.95 1.50M PEDESTRIAN CONC. SIDEWALK 170.85 4.7% 171.02 170.95 171.14 171.25 171.36 171.65 171.07 171.51 5.0% 5.0% 1R 170.96 4.6% 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 1R 2R 2R 2R 2R 2R 2R 2R 2R 2R 2R 2R 2R 3R 3R 2R 3.0% 171.24 +0.15 171.25 171.25 170.69 3R 171.24 4.1% 2.5% 171.45 171.40 171.40 171.40 171.40 171.40 171.40 171.55 171.55 170.84 3R 3R 171.57 2.5% 170.84 171.40 3.8% 2.7% 4.9% 170.90 3R 170.90 3R 171.00 3R 171.00 3R 171.57 3.6% 2.5% 171.77 171.77 171.77 4.7% 3.2% DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE 171.80 171.80 171.22 3R 171.30 3R 171.30 3R 171.92 172.10 4.6% 172.50 171.94 171.64 4.5% 3R 2 HR.FIRE WALL 2R 2R 171.79 171.94 5.0% 171.87 172.50 172.50 171.94 3R 4.0% 171.94 3R 171.66 4.3% 5.0% 172.35 172.50 172.50 172.55 2.5% 172.83 4.2% 172.85 172.10 4R 3.2% 172.94 3R 2.8% 172.00 172.08 172.00 3R 4.5% DRIVE DRIVE DRIVE DRIVE DRIVE 173.20 172.57 172.59 172.50 172.62 3R 172.44 4.6% 173.35 173.05 172.79 3R 4.10 172.79 3R 173.35 1.89 172.49 3R 173.05 172.49 3R 172.22 172.39 4.9% 172.22 3.3% 4.7% 172.12 172.04 4.9% 4.7% EXIST. TOWNHOUSES NORTH OF SILVER MAPLE RD. UNDER CONSTRUCTION 1R +0.30 171.41 TC 3R UNIT ENTRY UNIT ENTRY UNIT ENTRY UNIT ENTRY UNIT ENTRY UNIT ENTRY UNIT ENTRY 6000 MAX. SETBACK (3000) 4000 SETBACK 7.00 TYP. DRIVEWAY 7.00 TYP. DRIVEWAY 7.00 TYP. DRIVEWAY 3000 LANDSCAPE BUFFER 2.00 2000 5.20 TYP. 2.60 TYP. TYPE A 3.65 TYP. TYPE B 2.70 TYP. 5.20 TYP. 6000 MAX. SETBACK (2000) 7.00 8500 7.00 TYP. DRIVEWAY 4500 6000 MAX. SETBACK (2000) 6000 MAX. SETBACK (2000) H H P 7 STOREY RESIDENTIAL BUILDING (REFER TO GRAZIANI & CORAZZA ARCHITECTS INC. DRAWINGS) 20000 20000 5.20 TYP. 5.51 5.67 (EL-1) (EL-2) 5.77 6.65 (EL-1) 3.74 2.94 2.86 3.39 BLOCK 5 BLOCK 2 BLOCK 1 BLOCK 3 BLOCK 4 3.14 2.79 PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO P. 172.12 171.68 170.87 BC 171.02 TC 170.84 6.0m LANEWAY (CONDO ROAD) 7.50m FIRE ROUTE LANEWAY (CONDO ROAD) 7.50m FIRE ROUTE LANEWAY (CONDO ROAD) 17.00 5.20 TYP. 75.00 12.00 12.00 6.00 6.00 6 . 4 m B A C K T O B A C K T OW N H O U S E (3 STOREY) - 8 UNITS 6.0m REAR LANEWAY TOWNHOUSE (3 STOREY) - 5 UNITS 6 . 4 m B A C K T O B A C K T OW N H O U S E (3 STOREY) - 6 UNITS 6.0m REAR LANEWAY TOWNHOUSE (3 STOREY) - 7 UNITS 6.0m REAR LANEWAY TOWNHOUSE (3 STOREY) - 8 UNITS 12.00 12.00 2R EX. SL (MAX. FLANKAGE SETBACK) (MAX. FLANKAGE SETBACK) 2.50 (MAX. FRONT SETBACK) (MIN. SETBACK) (MAX. FLANKAGE SETBACK) (MAX. FRONT SETBACK) (MAX. FRONT SETBACK) (MIN. SETBACK) F.FLR. 172.65 T/WALL 172.30 F.SLAB 170.05 U/FTG. 169.82 SLAB 172.12 L A U N D ( - 1 R ) 172.75 E N T . ( - 1 R ) 172.50 F.FLR. 172.65 T/WALL 172.35 F.SLAB 170.10 U/FTG. 169.87 SILL 172.00 L A N D ' G ( - 1 R ) 172.50 L A N D ' G ( - 1 R ) 172.50 SILL 171.50 SLAB 171.65 E N T . ( - 1 R ) 172.20 L A N D ' G ( - 3 R ) 171.80 SLAB 172.45 L A N D ' G ( - 1 R ) 172.75 F.FLR. 172.65 T/WALL 172.35 F.SLAB 170.10 U/FTG. 169.87 E N T . ( - 1 R ) 172.50 E N T . ( - 1 R ) 172.50 L A N D ' G ( - 2 R ) 172.27 L A N D ' G ( - 2 R ) 172.27 SLAB 171.90 E N T . ( - 1 R ) 172.50 E N T . ( - 1 R ) 172.20 SILL 171.73 SILL 171.50 SLAB 172.12 SILL 172.00 L A N D ' G ( - 2 R ) 172.00 E N T . ( - 1 R ) 172.20 SLAB 172.45 SLAB 171.65 L A N D ' G ( - 1 R ) 172.75 L A U N D ( - 2 R ) 172.27 L A N D ' G ( - 2 R ) 172.00 SILL 172.33 SILL 172.33 SLAB 171.89 L A N D ' G ( - 3 R ) 172.07 F.FLR. 172.35 T/WALL 172.05 F.SLAB 169.80 U/FTG. 169.57 SILL 171.77 1.25 F.FLR. 172.95 T/WALL 172.65 F.SLAB 170.40 U/FTG. 170.17 HP E N T . ( - 3 R ) 171.40 SILL 171.27 SLAB 171.42 L A N D ' G . ( - 1 R ) 171.78 L A U N D ' . ( - 1 R ) 171.78 F.FLR. 171.95 T/WALL 171.60 F.SLAB 169.35 U/FTG. 169.12 SILL 171.27 SLAB 171.42 E N T . ( - 3 R ) 171.40 SILL 171.48 SLAB 171.60 F.FLR. 172.10 T/WALL 171.75 F.SLAB 169.50 U/FTG. 169.27 SILL 171.43 SLAB 171.55 SILL 171.43 SILL 171.43 SLAB 171.55 SLAB 171.55 L A U N D ' . ( - 1 R ) 171.93 L A U N D ' . ( - 1 R ) 171.93 L A N D ' G . ( - 1 R ) 171.93 L A N D ' G . ( - 1 R ) 171.95 E N T . ( - 3 R ) 171.55 E N T . ( - 3 R ) 171.55 E N T . ( - 3 R ) 171.55 E N T . ( - 3 R ) 171.55 E N T . ( - 3 R ) 171.70 SILL 171.60 SLAB 171.73 F.FLR. 172.25 T/WALL 171.90 F.SLAB 169.65 U/FTG. 169.42 L A U N D ' . ( - 1 R ) 172.08 L A N D ' G . ( - 1 R ) 172.08 SILL 171.60 SLAB 171.73 F.FLR. 172.50 T/WALL 172.15 F.SLAB 169.90 U/FTG. 169.67 SILL 171.80 SLAB 171.95 L A N D ' G . ( - 1 R ) 172.33 SILL 171.80 SLAB 171.95 L A N D ' G . ( - 1 R ) 172.33 L A N D ' G . ( - 1 R ) 172.33 SILL 171.80 SLAB 171.95 E N T . ( - 3 R ) 171.95 SILL 171.95 SLAB 172.15 SILL 171.90 SLAB 172.12 L A U N D ' . ( - 1 R ) 172.50 F.FLR. 173.00 T/WALL 172.65 F.SLAB 170.40 U/FTG. 170.17 E N T . ( - 2 R ) 172.70 SILL 172.03 SLAB 172.20 L A N D ' G . ( - 3 R ) 172.45 SILL 172.42 SLAB 172.57 E N T . ( - 1 R ) 173.35 F.FLR. 173.50 T/WALL 173.15 F.SLAB 170.90 U/FTG. 170.67 F.FLR. 173.20 T/WALL 172.85 F.SLAB 170.60 U/FTG. 170.37 SILL 172.25 SLAB 172.40 L A U N D ' . ( - 3 R ) 172.95 L A U N D ' . ( - 4 R ) 172.75 SILL 172.25 SLAB 172.40 L A U N D . ( - 2 R ) 172.82 SILL 172.07 SLAB 172.26 L A U N D ' . ( - 3 R ) 172.65 SILL 172.15 SLAB 172.30 E N T . ( - 3 R ) 171.70 L A N D ' G ( - 4 R ) 172.75 EX. SL EX. SL 3.13 171.50 171.40 1.50M PEDESTRIAN C ONC. SIDEWALK 2.22 1.5m DECORATIVE METAL FENCE 0.97 3.05 6.49 7.19 6.67 3.05 6.67 3.05 3.05 3.05 3.05 8.11 3.05 7.80 6.48 3.05 3.05 3.05 7.19 7.19 7.19 6.48 3.05 3.05 8.11 7.80 3.05 3.05 6.48 CANADA POST COMMUNITY MAILBOXES 4.0% 3.5% (FRONT PORCH W/ INSET STEP) 4.0% 3.6% 170.86 2.2% 2.5% 2.5% 2.6% E N T . ( - 3 R ) 171.95 171.30 2.5% 2.5% 4.7% E N T . ( - 3 R ) 171.95 171.80 5.50 171.66 171.49 171.75 4R 172.00 171.92 3.4% 3.1% 3.5% 4.5% (FRONT PORCH W/ INSET STEP) (FRONT PORCH W/ INSET STEP) 172.04 2.50 1.00 2.90 0.60 171.51 UNIT ENTRY UNIT ENTRY UNIT ENTRY UNIT ENTRY UNIT ENTRY UNIT ENTRY 1.5m WIDE CONCRETE SIDEWALK 1.5m WIDE CONCRETE SIDEWALK 4.6% 1.50 (TYP.) 1.50 (TYP.) 5.90 1.50 (TYP.) 5.74 5.77 6.15 6.83 2.92 3.20 9.55 3.18 3.18 9.25 9.25 8.53 2.80 3.05 5.70 3.76 6.55 5.49 5.77 5.77 6.00 6.83 6.83 5.77 6.00 6.65 6.07 6.20 DEPRESSED CURB DEPRESSED CURB 171.79 171.62 3R 171.70 171.77 171.76 2.4% 3.9% 172.10 171.89 2.4% E N T . / L A U N D ( - 1 R ) 172.50 TH-22 LIBERTY 4 4.6% 3R 5.77 5.90 5.74 6.15 6.20 5.74 5.74 5.74 6.20 6.10 5.74 5.74 6.20 6.20 HANDWELL HANDWELL MH MH MHSA MHSA MHSA MHSA MHST MHST MHST MHW MHW SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN WV WV WV WV WV WV WV WV WV WV TS TS UP EX. LS EX. LS EX. LS EX. LS BELL CHAMBER BELL CHAMBER EX. HYDRANT EX. HYDRANT 4.4% 1.50 (TYP.) BC 170.43 TC 170.28 BC 170.39 3m ASPHALT PATHWAY R=9.0m EXH. SHAFT PAD MOUNTED TRANSFORMER 170.81 2.60 TYP. R=13.0m 170.81 171.05 171.05 170.86 H H HYDRO METERS H HYDRO METERS H H 2.5% 2.00 SIAMESE CONNECTION AT GRADE 5.20 TYP. 2.60 TYP. 1.5m DECORATIVE METAL FENCE DIVISION LINE FOR BLOCK 382 SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP BLOCK 391 (STREET WIDENING) BLOCK 391 (STREET WIDENING) 171.01 170.86 TC BC 170.22 170.37 TC 170.51 170.50 170.53 170.97 171.00 BC 171.15 TC 170.93 170.92 BC 171.10 170.97 TC 170.87 1.4% 1.4% 170.78 171.08 170.57 170.87 DROP OFF 171.01 170.86 TC BC 170.97 TC BC 171.05 171.01 170.86 TC BC 170.52 170.84 170.94 170.98 170.87 BC 171.02 TC 170.86 BC 171.01 TC 170.89 TC BC 170.74 BC 170.79 BC 170.91 171.01 TC BC 170.86 170.79 BC 170.66 170.69 170.88 BC 170.88 BC 171.00 BC 170.95 171.10 TC BC 170.83 170.98 TC 171.01 TC BC 170.86 TC 171.16 BC 170.95 171.06 TC BC 170.91 170.82 BC 170.97 TC 171.15 TC BC 171.00 170.95 TC BC 170.95 170.81 BC 170.96 TC 171.13 BC 171.28 TC CONCRETE SIDEWALK LANDING INCL. TACTILE PLATES (OPSD 310.039) BC 170.22 170.37 TC 170.53 170.21 170.36 TC 170.35 BC 170.50 TC 3.5% 170.87 170.62 170.68 170.75 1.4% 1.4% 1.5m WIDE CONC. WALKWAY ( TYP.) 1.5m WIDE CONC. WALKWAY ( TYP.) MAIN ENTRY 1.50 (TYP.) 1.5m WIDE CONC. WALKWAY ( TYP.) 1.50 (TYP.) 1.5m WIDE CONC. WALKWAY ( TYP.) KEY PLAN N.T.S. POSTRIDGE DRIVE WHEAT BOOM DRIVE D U N D A S S T R E E T SILVER MAPLE ROAD SILVER MAPLE ROAD STREAMWOOD PASSAGE RIVER ROCK PATH WILLIAM ROSE WAY THRESHING MILL BOULEVARD GRINDSTONE TRAIL LANE 165 WHEAT BOOM DRIVE THRESHING MILL BOULEVARD MAX KHAN BOULEVARD E I G H T H L I N E POSTRIDGE DRIVE GEORGE RYAN AVENUE T R A F A L G A R R O A D GRINDSTONE TRAIL GEORGE RYAN AVENUE REAR LANE TOWNHOUSE UNITS AMENITY SPACE MODEL BALCONY MAIN FLOOR BALCONY 3RD FLOOR TOTAL LIBERTY 1 17.66 m² 10.48 m² 28.14 m2 LIBERTY 2 17.66 m² 10.48 m² 28.14 m2 LIBERTY 3 15.31 m² 9.04 m² 24.35 m2 LIBERTY 4 11.98 m² 8.54 m² 20.52 m2 LIBERTY 5 15.08 m² 8.45 m² 23.53 m2 LIBERTY 6 15.58 m² 9.10 m² 24.68 m2 LIBERTY 6 (MOD.) 11.87 m² 6.85 m² 18.72 m2 LIBERTY 7 15.58 m² 9.10 m² 24.68 m2 LIBERTY 7 (MOD.) 13.91 m² 9.10 m² 23.01 m2 LIBERTY 8 13.56 m² 8.88 m² 22.44 m2 FRONT & BACK Approx. 2451.55 m2 ± FOXCOTTE LOWRISE BLOCK SITE STATISTICS LOT AREA Gross Floor Area (G.F.A.) BUILDING COVERAGE (PORCH INCLUDED) LANDSCAPE AREA BUILDING HEIGHT BLOCK 1 789.15 m² 1060.02 m² 431.79 m² 54.7% 219.38 m² 27.8 % 3 STOREY BLOCK 2 1008.00 m² 1408.58 m² 579.83 m² 57.5% 246.01 m² 24.4 % 3 STOREY BLOCK 3 837.73 m² 1022.86 m² 451.94 m² 53.9% 226.06 m² 27.0 % 3 STOREY BLOCK 4 1150.75 m² 1217.22 m² 660.70 m² 57.4% 313.93 m² 27.3% 3 STOREY BLOCK 5 1158.44 m² 1588.64 m² 707.12 m² 61.0% 194.78 m² 16.8 % 3 STOREY TOTAL AREAS: 4944.07 m2 6297.32 m2 2831.38 m2 57.3% 1200.16 m2 24.3% HARD SURFACE AREA: (Parking, Roadway & Sidewalks) BUILDING AREA: =21.1% =42.3% LANDSCAPED AREA /OPEN SPACE: Approx. 1412.89 m2 ± Approx. 2831.39 m2 ± =36.6% PART OF BLOCK 382 AREA: Approx. 6695.83 m2 ± BLOCK 382 - REG. PLAN #20M-1183 TYPE SCALE: No. PROJ. No. H GAS METER PROPOSED BERM SWALE DIRECTION HYDRO METER STREET LIGHT HYDRANT STORM CONNECTION HYDRO CONNECTION DOUBLE CATCH BASIN WATER CONNECTION SANITARY CONNECTION CATCH BASIN DRAWN BY: DRAWING NAME: B I L D R THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE BEFORE PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO JARDIN DESIGN GROUP INC. PRIOR TO COMMENCEMENT OF WORK. JARDIN DESIGN GROUP INC. IS NOT RESPONSIBLE FOR THE ACCURACY OF SURVEY, STRUCTURAL OR ENGINEERING INFORMATION SHOWN ON THESE DRAWINGS OR FOR CONSTRUCTION STARTED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. REFER TO THE APPROPRIATE ENGINEERING DRAWINGS BEFORE PROCEEDING WITH WORK. AS CONSTRUCTED INVERTS MUST BE VERIFIED PRIOR TO POURING FOOTINGS. JARDIN DESIGN GROUP INC. HAS NOT BEEN RETAINED TO CARRY OUT GENERAL REVIEW OF THE WORK AND ASSUMES NO RESPONSIBILITY FOR THE FAILURE OF THE CONTRACTOR OR SUB CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS PROVIDED BY AND IS THE PROPERTY OF JARDIN DESIGN GROUP INC. THIS DRAWING IS NOT TO BE SCALED. U/FTG. UNDERSIDE FOOTING ELEVATION T/WALL F.SLAB F.FLR. FINISHED FLOOR ELEVATION TOP OF FOUNDATION WALL FIN. BASEMENT FLOOR SLAB DRIVEWAY YARD SETBACK LINE SW 100.00 100.00 SANITARY MANHOLE VALVE AND CHAMBER PROPOSED SWALE GRADE EXISTING GRADE PROPOSED GRADE STORM MANHOLE 100.00 SERVICING CORRIDOR FIRE ROUTE PROPERTY LINE G H ENGINEERED FILL LOT DOWNSPOUT LOCATION CABLE TV PEDESTAL COMMUNITY MAILBOX ENTRANCE DOOR LOCATION GARAGE DOOR LOCATION BELL PEDESTAL TRANSFORMER MAIL SP P HYDRO PEDESTAL U N I T S R E Q U I R I N G S U M P T H A T D I S C H A R G E T O S U R F 6 3 1 2 4 5 7 8 No: WORK DESCRIPTION: DATE: 9 10 11 12 13 14 15 21031 Walter Botter jardin design group inc. REGISTRATION INFORMATION FIRM NAME NAME 27763 BCIN BCIN SIGNATURE QUALIFICATION INFORMATION The undersigned has reviewed and takes responsibility for this design and has th qualifications and meets the requirements set out in the Ontario Building Code t be a designer DESIGN GROUP INC TEL: 905 660-3377 FAX: 905 660-3713 EMAIL: [email protected] jardin 64 JARDIN DR. SUITE 3A VAUGHAN ONT. L4K 3P3 Required unless design is exempt under Division C, Subsection 3.2.5 of the building c Required unless design is exempt under Division C, Subsection 3.2.4 of the building c SITE PLAN FOXCOTTE VILLAGE ESTATES INC TOWN OF OAKVILLE 17-39 1 SP --- 1:250 LEGEND SCALE 1:250 5m 0m 5m 10m 15m FOXCOTTE LOWRISE SITE STATISTICS BLOCK 382 - REG. PLAN #20M-1183 1. ZONING BY-LAW: #2014-122 DUNDAS URBAN CORE (DUC-SP34) 2. SITE AREA: (FOR PART OF BLOCK 382) TOTAL SITE AREA: 0.670 ha (1.655 acre ) 3. NUMBER OF UNITS: 6.4 m BACK TO BACK TOWNHOUSE, 3 STOREY (OAKLEY MODELS) = 14 UNITS 6.0 m REAR LANE TOWNHOUSE , 3 STOREY (LIBERTY MODELS) = 20 UNITS TOTAL = 34 UNITS 4. DENSITY: (NET AREA) LOW-RISE PORTION REQUIRED MINIMUM: 25 UNITS PER HECTARE MAXIMUM: 75 UNITS PER HECTARE 34 UNITS / 0.670 HECTARE = 50.75 UNITS PER HECTARE (BASED ON PART BLOCK AREA) 34 UNITS/ 0.837 HECTARE = 40.62 UNITS PER HECTARE (BASED ON AREA CALCULATED TO CENTERLINE OF ADJACENT ROADS SURROUNDING PART BLOCK) TH- QUANTITY PARKING PROPOSED LIBERTY OAKLEY SUBTOTAL 5. PARKING: PARKING RATIO : OAKLEY AND LIBERTY MODELS: 2 / TH- FOR RESIDENT 14 20 106 GARAGE OR DRIVEWAY ON STREET 28 10 38 68 0 68 FOXCOTTE HIGHRISE SITE STATISTICS [ I N F O R M A T I O N T A K E N F R O M S I T E P L A N D R A W I N G P R E P A R E D B Y G R A Z I A N I + C O R A Z Z A A R C H . I N C . ] OCT. 21, 2017 ISSUED TO CLIENT FOR REVIEW. OCT. 27, 2017 REVISED BLOCKS 3, 5, 9, 11 & 13 FOOTPRINTS AND REISSUED TO CLIENT. NOV. 03, 2017 ISSUED TO CLIENT FOR SITE PLAN APPROVAL. BLOCK 382 - REG. PLAN #20M-1183 FILE #. SP.131.001/01 JULY 16, 2018 RE-ISSUED FOR SITE PLAN APPROVAL – SECOND SUBMISSION.