FOXCOTTE VILLAGE ESTATES INC. BLOCK 382 - REG. PLAN …
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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.
Transcript of FOXCOTTE VILLAGE ESTATES INC. BLOCK 382 - REG. PLAN …
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BLOCK 382 - REG. PLAN #20M-1183
LOW RISE PORTION
FOXCOTTE VILLAGE ESTATES INC.
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1R1R
1R
1R1R
1R
1R
1R
1R
1R
1R
1R
1R
2R 2R2R2R
2R2R2R 2R2R2R2R
2R
3R
3R
2R
3.0%
171.2
4
+0.15
171.25171.25
170.6
93R
171.2
44.1% 2.5%
171.4
517
1.40
171.4
0
171.40 171.40171.40 171.40 171.55 171.55
170.8
43R3R
171.5
72.5%
170.8
4
171.4
03.8%
2.7%
4.9%
170.9
0
3R17
0.90
3R 171.0
03R17
1.00
3R
171.5
73.6% 2.5%
171.7
717
1.7717
1.774.
7%
3.2%
DRIVE DRIVEDRIVEDRIVE
DRIVE
DRIV
E
DRIVE
171.80171.80
171.2
23R
171.3
03R
171.3
03R
171.9
2
172.
10
4.6%
172.50
171.9
4
171.644.5%
3R
2 HR
.FIR
E W
ALL
2R
2R
171.7
917
1.94
5.0%
171.8
7
172.5
0
172.5
0
171.9
43R
4.0%
171.9
43R
171.664.3%
5.0%
172.3
5
172.5
0
172.5
0
172.5
5
2.5%
172.83
4.2%
172.8
5
172.1
04R
3.2%
172.9
4
3R
2.8%
172.0
0
172.08
172.0
0
3R
4.5%
DRIV
EDR
IVE
DRIV
EDR
IVE
DRIV
E
173.20
172.57
172.59172.50
172.6
23R172.44
4.6%
173.
3517
3.05
172.7
93R4.10
172.7
93R
173.
35
1.89
172.4
93R
173.
05
172.4
93R
172.2
2
172.3
94.9%
172.2
23.3%
4.7%
172.1
2
172.0
44.9%
4.7%
EXIST. TOWNHOUSES NORTH OF SILVER MAPLE RD. UNDER CONSTRUCTION
1R
+0.30
171.
41TC
3RUNIT
ENTRY
UNITENTRY
UNITENTRY
UNITENTRY
UNITENTRY
UNITENTRY
UNITENTRY
6000
MAX
.SE
TBAC
K(3
000)
4000
SETB
ACK
7.00
TYP
.DR
IVEW
AY7.
00 T
YP.
DRIV
EWAY
7.00 TYP.DRIVEWAY
3000LANDSCAPE
BUFFER
2.00
2000 5.20 TYP.
2.60
TYP
.
TYPE A3.65 TYP.
TYPE B2.70 TYP.
5.20
TYP
.
6000 MAX.SETBACK
(2000)
7.00
8500
7.00 TYP.DRIVEWAY
4500
6000 MAX.
SETBACK
(2000)
6000 MAX.
SETBACK
(2000)
HH
P
7 STOREY RESIDENTIAL BUILDING(REFER TO GRAZIANI & CORAZZA ARCHITECTS INC. DRAWINGS)
20000
2000
05.
20 T
YP.
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 2BLOCK 1
BLOC
K 3
BLOCK 4
3.142.79
PATIOPATIOPATIOPATIOPATIOPATIOPATIO
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
P.
172.
12
171.68
170.
87 BC
171.
02TC
170.
84
6.0m LANEWAY (CONDO ROAD)
7.50m
F
IR
E R
OU
TE
LA
NE
WA
Y (C
ON
DO
R
OA
D)
7.50m
F
IR
E R
OU
TE
LA
NE
WA
Y (C
ON
DO
R
OA
D)
17.00
5.20
TYP
.
75.00
12.00
12.006.
00
6.00
6.4m BACK TO BACK TOWNHOUSE
(3 STOREY) - 8 UNITS
6.0
m R
EA
R L
AN
EW
AY
T
OW
NH
OU
SE
(3
S
TO
RE
Y) - 5
U
NIT
S
6.4m BACK TO BACK TOWNHOUSE
(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
. FR
ONT
SETB
ACK)
(MIN. SETBACK)
(MAX. FLANKAGE SETBACK)
(MAX
. FR
ONT
SETB
ACK)
(MAX. FRONT SETBACK)
(MIN
. SE
TBAC
K)
F.FLR.
172.6
5
T/WALL
172.3
0
F.SLAB 1
70.05
U/FTG. 1
69.82
SLAB
172.1
2
LAUND(-1R)172.75
ENT. (-1R)172.50
F.FLR. 172.65T/WALL 172.35F.SLAB 170.10U/FTG. 169.87
SILL
172.0
0
LAND'G(-1R)172.50
LAND'G(-1R)172.50
SILL17
1.50
SLAB
171.6
5
ENT. (-1R)172.20
LAND'G(-3R)171.80
SLAB
172.4
5
LAND'G(-1R)172.75
F.FLR. 172.65T/WALL 172.35F.SLAB 170.10U/FTG. 169.87
ENT. (-1R)172.50
ENT. (-1R)172.50
LAND'G(-2R)172.27
LAND'G(-2R)172.27
SLAB
171.9
0
ENT. (-1R)172.50
ENT. (-1R)172.20
SILL17
1.73
SILL17
1.50
SLAB
172.1
2
SILL17
2.00
LAND'G(-2R)172.00
ENT. (-1R)172.20
SLAB
172.4
5
SLAB
171.6
5
LAND'G(-1R)172.75
LAUND(-2R)172.27
LAND'G(-2R)172.00
SILL17
2.33
SILL
172.3
3
SLAB
171.8
9
LAND'G(-3R)172.07
F.FLR. 172.35T/WALL 172.05F.SLAB 169.80U/FTG. 169.57
SILL17
1.77
1.25
F.FLR. 172.95T/WALL 172.65F.SLAB 170.40U/FTG. 170.17
HP
ENT. (-3R)171.40
SILL
171.2
7
SLAB
171.4
2
LAND'G.(-1R)171.78
LAUND'.(-1R)171.78
F.FLR. 171.95T/WALL 171.60F.SLAB 169.35U/FTG. 169.12
SILL17
1.27
SLAB
171.4
2
ENT. (-3R)171.40
SILL17
1.48
SLAB
171.6
0
F.FLR. 172.10T/WALL 171.75F.SLAB 169.50U/FTG. 169.27
SILL
171.4
3
SLAB
171.5
5
SILL
171.4
3
SILL
171.4
3
SLAB
171.5
5SLA
B
171.5
5
LAUND'.(-1R)171.93
LAUND'.(-1R)171.93
LAND'G.(-1R)171.93
LAND'G.(-1R)171.95
ENT. (-3R)171.55 ENT. (-3R)
171.55 ENT. (-3R)171.55
ENT. (-3R)171.55
ENT. (-3R)171.70
SILL17
1.60
SLAB
171.7
3
F.FLR. 172.25T/WALL 171.90F.SLAB 169.65U/FTG. 169.42
LAUND'.(-1R)172.08 LAND'G.(-1R)
172.08
SILL17
1.60
SLAB
171.7
3F.FLR. 172.50T/WALL 172.15F.SLAB 169.90U/FTG. 169.67
SILL
171.8
0
SLAB
171.9
5
LAND'G.(-1R)172.33
SILL17
1.80
SLAB
171.9
5
LAND'G.(-1R)172.33
LAND'G.(-1R)172.33
SILL17
1.80
SLAB
171.9
5
ENT. (-3R)171.95
SILL17
1.95
SLAB
172.1
5
SILL
171.9
0
SLAB
172.1
2LAU
ND'.(-1R)
172.50
F.FLR. 173.00T/WALL 172.65F.SLAB 170.40U/FTG. 170.17
ENT. (-2R)
172.7
0
SILL17
2.03
SLAB
172.2
0
LAND'G.(-3R)172.45
SILL17
2.42
SLAB
172.5
7
ENT. (-1R)173.35
F.FLR. 173.50T/WALL 173.15F.SLAB 170.90U/FTG. 170.67
F.FLR. 173.20T/WALL 172.85F.SLAB 170.60U/FTG. 170.37
SILL
172.2
5
SLAB
172.4
0
LAUND'.(-3R)172.95
LAUND'.(-4R)172.75
SILL17
2.25
SLAB
172.4
0
LAUND.(-2R)172.82
SILL17
2.07
SLAB
172.2
6
LAUND'.(-3R)172.65SILL
172.1
5SLA
B
172.3
0
ENT. (-3R)171.70
LAND'G(-4R)172.75
EX. SL
EX. SL
3.13
171.50171.40
1.5
0M P
EDES
TRIA
N
C O
NC.
SID
EWAL
K
2.22
1.5m
DEC
ORA
TIVE
MET
AL F
ENCE
0.97
3.056.49
7.19
6.67
3.05
6.67
3.05
3.053.05
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 3.058.
11
7.80
3.05 3.05
6.48
CANADA POSTCOMMUNITY MAILBOXES
4.0% 3.5%
(FRONT PORCH W/ INSET STEP)4.0% 3.6
%
170.86
2.2% 2.5%
2.5% 2.6%
ENT. (-3R)171.95
171.302.5% 2.5
%
4.7%
ENT. (-3R)171.95
171.80 5.50 171.6
6
171.49
171.7
54R
172.
00
171.9
2
3.4%
3.1%
3.5%
4.5%(FRO
NT P
ORC
H W
/ INS
ET S
TEP)
(FRONT PORCH W/ INSET STEP)
172.
04
2.501.00
2.90
0.60
171.51
UNITENTRY
UNITENTRY
UNITENTRY
UNITENTRY
UNITENTRY
UNITENTRY
1.5m WIDE CONCRETE SIDEWALK
1.5m
WID
E CO
NCRE
TE S
IDEW
ALK
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
3.766.55
5.49
5.77
5.77
6.00
6.83
6.83
5.77
6.00
6.65
6.07
6.20
DEPRESSEDCURBDEPRESSED
CURB
171.7
9
171.62
3R 171.7
0
171.7717
1.762.4%
3.9%
172.10
171.8
9
2.4%
ENT./ LAUND (-1R)
172.5
0
TH-22LIBERTY 4
4.6%
3R
5.77
5.90
5.74
6.15
6.20
5.745.745.74
6.206.10
5.74 5.74
6.20
6.20
CB
CB
CB
CB
CB CB
CB
CB
CB
CB
HANDWELL
HANDWELL
MH
MH
MHSA
MHSA
MHSA
MHSA
MHST
MHST
MHST
MHW
MHW
SIGNSIGN
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
CHA
MBE
R
BELL
CHA
MBE
R
EX. HYDRANT
EX. HYDRANT
4.4%
1.50
(TYP.)
BC170.43TC170.28BC
170.39
CB
CB
3m ASPHALT PATHWAY
R=9.0m
EXH. SHAFT
PAD MOUNTEDTRANSFORMER
170.81
2.60 TYP.
R=13.0m
170.81
171.05
171.05
170.86
HH
HYDR
O M
ETER
S
H
HYDR
O M
ETER
S
H
H
2.5%
2.00
SIAMESECONNECTION
AT GRADE
5.20
TYP
.2.60 TYP.
1.5m
DEC
ORA
TIVE
MET
AL F
ENCE
DIV
ISIO
N L
INE
FO
R B
LOC
K 3
82
SP SP
SP SP SP
SPSP SP
SP SP
SP
SP SP
SP
SP SP SPSP 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.
0117
0.86
TC BC
170.22170.37TC
170.51 170.50 170.53
170.97
171.
00BC
171.
15TC
170.
93170.
92BC
171.10
170.
97TC
170.
871.
4%1.
4%17
0.78
171.
08
170.
5717
0.87
DROP OFF
171.
0117
0.86
TC BC
170.
97TC BC
171.05
171.
0117
0.86
TC BC
170.52
170.84
170.94
170.98
170.
87BC
171.
02 TC
170.
86BC
171.
01TC
170.89TCBC170.74
BC170.79 BC170.91
171.01TCBC170.86
170.79
BC
170.66170.69
170.88
BC170.88 BC171.00
BC170.95171.10TC
BC170.83170.98TC
171.01TCBC170.86
TC
171.16
BC170.95
171.06TCBC170.91
170.
82BC
170.
97TC
171.15TCBC171.00
170.95TCBC
170.95
170.81BC170.96TC
171.13BC171.28TC
CONCRETE SIDEWALKLANDING INCL. TACTILEPLATES (OPSD 310.039)
BC170.22170.37TC
170.53
170.21170.36TC
170.35BC170.50TC
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.)
MAINENTRY
1.50
(TYP
.)
1.5m WIDE CONC.WALKWAY ( TYP.)
1.50(TYP.)
1.5m
WID
E CO
NC.
WAL
KWAY
( TY
P.)
SPIKE
KEY PLANN.T.S.
PO
STRID
GE D
RIVE
W
H
E
A
T
B
O
O
M
D
R
IV
E
D
U
N
D
A
S
S
T
R
E
E
T
S
ILV
E
R
M
A
P
LE
R
O
A
D
S
ILV
E
R
M
A
P
LE
R
O
A
D
STREAM
WO
OD
PASSAG
E
RIVER RO
CK PATH
WILLIAM
RO
SE W
AY
T
H
R
E
S
H
IN
G
M
ILL B
O
U
LE
V
A
R
D
G
R
IN
D
S
T
O
N
E
T
R
A
IL
L
A
N
E
1
6
5
W
H
E
A
T
B
O
O
M
D
R
IV
E
T
H
R
E
S
H
I
N
G
M
I
L
L
B
O
U
L
E
V
A
R
D
MAX KH
AN
BO
ULEVARD
E I G
H
T H
L I N
E
P
O
S
T
R
ID
G
E
D
R
IV
E
G
E
O
R
G
E
R
Y
A
N
A
V
E
N
U
E
T R A F A L G
A R R O
A D
G
R
IN
D
S
T
O
N
E
T
R
A
IL
G
E
O
R
G
E
R
Y
A
N
A
V
E
N
U
E
REAR LANE TOWNHOUSE UNITS AMENITY SPACEMODEL
BALCONYMAIN FLOOR
BALCONY3RD FLOOR TOTAL
LIBERTY 1 17.66 m² 10.48 m² 28.14 m2
LIBERTY 2 17.66 m² 10.48 m² 28.14 m2LIBERTY 3 15.31m² 9.04 m² 24.35 m2
LIBERTY 4 11.98 m² 8.54 m² 20.52 m2LIBERTY 5 15.08 m² 8.45 m² 23.53 m2LIBERTY 6 15.58 m² 9.10 m² 24.68 m2LIBERTY 6 (MOD.) 11.87 m² 6.85 m² 18.72 m2
LIBERTY 7 15.58 m² 9.10 m² 24.68 m2LIBERTY 7 (MOD.) 13.91m² 9.10 m² 23.01 m2
LIBERTY 8 13.56 m² 8.88 m² 22.44 m2FRONT & BACK
Approx. 2451.55 m2 ±
FOXCOTTE LOWRISE BLOCK SITE STATISTICSLOT 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 BERMSWALE DIRECTION
HYDRO METER
STREET LIGHT
HYDRANT
STORM CONNECTION
HYDRO CONNECTIONDOUBLE CATCH BASIN
WATER CONNECTIONSANITARY CONNECTION
CATCH BASIN
DRAWN BY: DRAWING NAME:
BILD
R
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANDCONDITIONS ON SITE BEFORE PROCEEDING WITH CONSTRUCTION. ANYDISCREPANCIES SHALL BE REPORTED TO JARDIN DESIGN GROUP INC.PRIOR TO COMMENCEMENT OF WORK.
JARDIN DESIGN GROUP INC. IS NOT RESPONSIBLE FOR THE ACCURACYOF SURVEY, STRUCTURAL OR ENGINEERING INFORMATION SHOWN ONTHESE DRAWINGS OR FOR CONSTRUCTION STARTED PRIOR TO THEISSUANCE OF A BUILDING PERMIT. REFER TO THE APPROPRIATEENGINEERING 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 GENERALREVIEW OF THE WORK AND ASSUMES NO RESPONSIBILITY FOR THE FAILURE OFTHE CONTRACTOR OR SUB CONTRACTOR TO CARRY OUT THE WORKIN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS PROVIDED BY AND IS THEPROPERTY OF JARDIN DESIGN GROUP INC. THIS DRAWING IS NOT TO BE SCALED.
U/FTG. UNDERSIDE FOOTING ELEVATION
T/WALLF.SLAB
F.FLR. FINISHED FLOOR ELEVATIONTOP OF FOUNDATION WALLFIN. BASEMENT FLOOR SLAB
DRIVEWAY
YARD SETBACK LINE
SW100.00
100.00
SANITARY MANHOLE
VALVE AND CHAMBER
PROPOSED SWALE GRADEEXISTING GRADEPROPOSED GRADESTORM MANHOLE
100.00
SERVICING CORRIDOR
FIRE ROUTE
PROPERTY LINE
GH
ENGINEERED FILL LOT
DOWNSPOUT LOCATION
CABLE TV PEDESTAL
COMMUNITY MAILBOX
ENTRANCE DOOR LOCATIONGARAGE DOOR LOCATION
BELL PEDESTAL
TRANSFORMER
SP
P HYDRO PEDESTALUNITS REQUIRING SUMP PUMPSTHAT DISCHARGE TO SURFACE
6
3
1
2
4
5
7
8
No: WORK DESCRIPTION:DATE:
9
10
11
12
13
14
15
21031Walter 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 thequalifications and meets the requirements set out in the Ontario Building Code tobe a designer
DESIGN GROUP INC
TEL: 905 660-3377 FAX: 905 660-3713EMAIL: [email protected]
jardin64 JARDIN DR. SUITE 3AVAUGHAN ONT. L4K 3P3
Required unless design is exempt under Division C, Subsection 3.2.5 of the building code
Required unless design is exempt under Division C, Subsection 3.2.4 of the building code
SITE PLANFOXCOTTE 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
LIBERTYOAKLEY 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
[INFORMATION TAKEN FROM SITE PLAN DRAWING PREPARED BY GRAZIANI+CORAZZA ARCH. INC.]
OCT. 21, 2017ISSUED TO CLIENT FOR REVIEW.OCT. 27, 2017REVISED BLOCKS 3, 5, 9, 11 & 13 FOOTPRINTS AND
REISSUED TO CLIENT.
NOV. 03, 2017ISSUED TO CLIENT FOR SITE PLAN APPROVAL.
BLOCK 382 - REG. PLAN #20M-1183
FILE #. SP.131.001/01
JULY 16, 2018RE-ISSUED FOR SITE PLAN APPROVAL – SECONDSUBMISSION.
AutoCAD SHX Text
7.66
2600TYP.
2900min.
3200min.
5200
TYP
.
2600TYP.
2900min.
3200min.
5200
TYP
.
3650TYPE A
5200
TYP
.
2700TYPE B
1500
1.5m
AC
CES
S A
ISLE
1150
max
.11
50 m
ax.
RESIDENTIAL PARKING SPACES PERNORTH OAKVILLE BY-LAW 2009-189
VISITOR PARKING SPACES PERNORTH OAKVILLE BY-LAW 2009-189
BARRIER-FREE PARKING SPACES
900
HORIZONTAL STACKEDBIKE LOCKER
1800
1500
HORIZONTAL BIKE LOCKER
STORAGE LOCKER
VERTICAL BIKE LOCKER
1800
600
1200
600
1250CLEARANCE
460
2600 x 52002600 x 52002600 x 52002600 x 52002600 x 5200 2600 x 5200
2600 x 52002600 x 52002600 x 52002700x5200 (b.f. type B)1500 aislex 52003650 (barrier free, type A)1500 aisle
DROP OFF
90°
75500
90°
EXIT
6000
MAX
.SE
TBAC
K(3
000)
4000
SETB
ACK
4500
6000 MAX.
SETBACK
(2000)
7000
TYP
.
DRIV
EWAY
7000
TYP
.
DRIV
EWAY
7000 TYP.
DRIVEWAY3000
LANDSCAPEBUFFER
R=9.5m
R=9.0m
2000
2000 5200 TYP.
2600
TYP
.
5200
TYP
.
6000 MAX.SETBACK
(2000)
7000
8500
7000 TYP.
DRIVEWAY
R=9.0m
R=13.0m
6000 MAX.
SETBACK
(2000)
7 STOREYS + MECH.
MAIN ENTRYSERVICE/
LOADING BAYEXIT
1.5m
ACC
ESS
AISL
E
UNDE
RGRO
UND
ENTR
ANCE
UNDERGROUND BELOW
UNDERGROUND BELOW
INTAKE SHAFT
EXH. SHAFT
UNITENTRY
UNITENTRY
UNITENTRY
UNITENTRY
UNITENTRY
UNITENTRY
UNITENTRY
PROPERTY LINE
PROPERTY LINE
PROP
ERTY
LIN
E
PAD MOUNTEDTRANSFORMER
MAINENTRY
F.F.E.=171.05
EXIS
TING
1.5
m S
IDEW
ALK
3.0m WIDE ASPHALT SIDEWALK
EXISTING 1.5m SIDEWALK
PATIOPATIOPATIOPATIOPATIOPATIOPATIOPATIO
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
P.
NOTES:1. CONCRETE SLAB FOR UNDERGROUND GARAGE WILL
SUPPORT A FULL LOADED WASTE COLLECTION VEHICLEDURING COLLECTION. REFER TO STRUCTURAL ENG. DWGS.
FIREHYDRANT
FIREHYDRANT
40000 TO FIRE HYDRANT
SIAMESE CONNECTIONAT GRADE
TYPE A3650 TYP.
TYPE B2700 TYP.
R=13.0m
6000
5000
UNIT ENTRYUNIT ENTRYUNIT ENTRYUNIT ENTRYUNIT ENTRYUNIT ENTRYUNIT ENTRYUNIT ENTRY
VISITOR PARKING SPACES
90°
75500
90°
SITE PLAN + STATISTICS
1:200 A101
A101 SITE PLAN + STATISTICS
A201 P2 UNDERGROUND LEVELP1 UNDERGROUND LEVEL
A301 GROUND FLOOR PLAN2ND-7TH FLOOR PLAN
A302 WASTE MANAGEMENT PLAN
A303 WASTE MANAGEMENT PLAN
A401 SOUTH ELEVATIONWEST ELEVATION
A402 NORTH ELEVATIONEAST ELEVATION
A403 SOUTH ELEVATION - COLOUREDWEST ELEVATION - COLOURED
A404 NORTH ELEVATION - COLOUREDEAST ELEVATION - COLOURED
LEGEND KEY PLAN
1:200
1:250
1:250
1:250
1:250
1:1501:150
1:1501:150
1:1501:150
1:1501:150
LIST OF DRAWINGS
SIXTH LINE
N.T.S.
TRAFALGAR RD.
SUBJECTSITE
POSTRIDGE DR.
BURN
HAMTH
ORPE
RD. E
.407
403
EIGHTH LINE
DUND
AS ST
. E.
UPPE
R MIDD
LE RD
. E.
GLEN ASH TON
DR.
N.RIDGE TRAIL
GRAN
DBL
VD.
GENERAL NOTES
1. FOR LANDSCAPING, REFER TOLANDSCAPE DRAWINGS
2. FOR PROPOSED GRADING,REFER TO SERVICING DRAWINGS
3. ALL PERIMETER EXISTINGINFORMATION INDICATED TAKENFROM SURVEY
4. ALL WORK TO BE DONE INCONFORMANCE WITH THE 2012ONTARIO BUILDING CODE. (O.B.C.,AS AMENDED)
SURVEY INFORMATION
01. NOV.07.2017 ISSUED FOR SITE PLAN APPLICATION E.C.
Project Architect:
Assistant Designer:
Checked By:
Drawn By:
Plot Date:
1320 Shawson Drive,Phone. 905.795.2601
Job #
issued for revisions
TITLEBLOCK SIZE: x 900
L4W 1C3www.gc-architects.comFax.905.795.2844
Suite 100 Mississauga Ontario
This drawing, as an instrument of service, is provided by and is theproperty of Graziani + Corazza Architects Inc. The contractor must verify andaccept responsibility for all dimensions and conditions on site and must notifyGraziani + Corazza Architects Inc. of any variations from the supplied information.Graziani + Corazza Architects Inc. is not responsible for the accuracy of survey,structural, mechanical, electrical, etc., engineering information shown on this drawing.Refer to the appropriate engineering drawings before proceeding with the work.Construction must conform to all applicable codes and requirements of the authoritieshaving jurisdiction. Unless otherwise noted, no investigation has been undertaken orreported on by this office in regards to the environmental condition of this site.
This drawing is not to be scaled. All architectural symbols indicated on this drawing are graphic representations only.
Conditions for electronic information transfer
Electronic information is supplied to the other associated firms to assist them in theexecution of their work/review. The recipient firms must determine thecompleteness/appropriateness/relevance of the information in respect to their particularresponsibility.
Graziani + Corazza Architects Inc. shall not be responsible for:1. Errors, omissions, incompleteness due to loss of information in whole or part
when information is transferred.2. Transmission of any virus or damage to the receiving electronic system when
information is transferred.
610
Jul. 18, 2018
PROPOSED RESIDENTIAL CONDOMINIUM
FOXCOTTE VILLAGE ESTATES INC.
DUNDAS ST.E. AND POSTRIDGE DR.OAKVILLE ONTARIO
E.CORAZZA
M.FAUSTINO
V.ZUBEROVSKI / J.MARTIN
D.BIASE
1437.16
02. JULY.18.2018 RE-ISSUED FOR SITE PLAN APPROVAL E.C.
FILE#.SP.1311.001/01
SECOND SUBMISSION
