THE GORE ROAD KING STREET HUMBER STATION ROAD HUMBER STATION ROAD CPR CPR 3143.25 2998.53 2664.39 5139 5080 5045 5008 4946.01 4885.21 4831.92 4800.81 4749.98 4701.43 4651.75 4602.06 4559.74 4492.85 4460.53 4397.62 4359 4304.29 4270.06 4228.93 4207.18 4168.63 4122.96 4045.6 4008.8 3962.04 3890.7 3844.66 3805.35 3761.64 3713.08 3662.17 3608.28 3558.59 3508.9 3459.49 3359.83 3310.14 3260.46 3210.77 3165.68 3155.05 3152.41 3133.99 3129.04 3111.39 3061.7 3022.08 3011.93 2934.09 2912.72 2855.23 2813.79 2764.7 2721.34 2678.01 2644.21 2614.5 2564.81 2515.12 2493 2474 276.13 275.35 274.83 274.56 274.01 273.43 273.07 272.78 272.54 272.46 272.31 272.09 271.64 270.90 271.09 270.49 270.16 269.99 269.80 269.65 269.60 269.32 279.02 268.72 268.63 268.48 268.08 267.74 267.51 267.30 267.14 266.94 266.76 266.54 266.41 266.04 265.96 265.95 265.95 265.95 265.95 265.95 265.94 263.64 263.87 265.02 260.61 260.61 260.62 260.63 260.80 263.31 261.09 263.34 263.34 263.34 263.34 265.02 265.02 265.01 265.00 WH-37.12 - 2 CULVERT #HS5 1.35 m DIA CSP 18.9 m LENGTH W OBV.264.18 E. OBV.264.00 CULVERT #7 0.9 m DIA CSP 13.5 m LENGTH N INV.264.22 S INV.263.80 CULVERT #E2 1.35 m TWIN DIA CSP 53.3 m LENGTH W. OBV.264.00 E. OBV.263.58 W. OBV.263.99 E. OBV.263.87 CULVERT #E3 2.0 m DIA CSP 29.9 m LENGTH NE. OBV.260.51 SW. OBV.260.40 DITCH INLET #1 INLET ELEV. 269.64 TOP OF BOX 270.09 0.4 m CONC PIPE N. INV.268.28 0.4 m CONC PIPE S. INV.268.27 CULVERT #K8 1.8 m DIA CSP 23.0 m LENGTH N. OBV.262.28 S. OBV.262.30 DITCH INLET #2 INLET ELEV. 266.21 TOP OF BOX 266.74 0.45 m PVC PIPE N. INV.265.01 0.20 m PVC PIPE E. INV.265.05 0.45 m PVC PIPE S. INV.265.03 SURVEYED BY: DATE: DRAWN BY: SHEET NO. DESIGNED BY: CHECKED BY: DATE: CHECKED BY: DRAWING NO. SCALE: V.P. J.D.B. B.K. D.Z. B.K. JAN. 2021 2020 JOB NO. 15-458 THE GORE ROAD KING STREET QUEEN STREET KING STREET HUMBER STATION ROAD DOWNTOWN BOLTON KEY PLAN N.T.S. TOWN OF CALEDON REGIONAL MUNICIPALITY OF PEEL MACVILLE SECONDARY PLAN (BRES OPTION 3 LANDS) LEGEND: MACVILLE STUDY AREA LIMIT (BRES OPTION 3) EXISTING OVERLAND FLOW DRAINAGE PATH EXISTING CULVERT LOCATION EXISTING CONTOURS CULVERT #K3 0.9 m WIDTH BOX CONC. 16.2 m LENGTH N INV.260.70 S INV.260.71 EXISTING CULVERT DESCRIPTION File: P:\Projects\15-458\Reports\FSR\Drawings and Figures\02 - EXISTING CONDITIONS\202-A-B_EXISTING FLOODPLAIN MAPPING.dwg - Revised by <VPAVLOVIC> : Tue, F EXISTING FLOODPLAIN MAPPING WEST HUMBER RIVER TRIBUTARY 6 (WHT6) 202-A 1:3000 WETLAND CEISMP HEADWATER DRAINAGE FEATURES (BEACON) UNEVALUATED CEISMP HEADWATER DRAINAGE FEATURES (BEACON) WEST HUMBER WATERSHED BOUNDARY BASED ON UPDATED TOPOGRAPHY (URBANTECH); 5139 278.68 HEC-RAS STATION EXISTING FLOODLINE ELEVATION EXISTING WEST HUMBER (WHT6) FLOODPLANE TOWN OF CALEDON PLANNING RECEIVED Feb 11, 2021