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Home My Public Portal AboutAppendix H - Conceptual Design Drawings - AODA Appendix H: Conceptual Design Drawings CULVERT: 198 SUNSET BOULEVARD ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2300mm x 1500mm CSPA CONVEYANCE CAPACITY: 5.7 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.38 m PROPOSED:3600mm x 2100mm CONC. BOX CONVEYANCE CAPACITY: 14.0 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.16 m PROPERTY ACQUISITION: A) 119 SUNSET BLVD (PORTION OF). B) 123 SUNSET BLVD (PORTION OF). NOTE: MINIMUM RECOMMENDED PROPERTY ACQUISITION SHOWN. ACTUAL PROPERTY ACQUISITION TO BE DETERMINE AT DETAILED DESIGN LEGEND WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR GEORGIAN BAY �_ LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS`, LOCATION OF EXISTING SERVICES AT CULVERT CROSSING TO BE CONFIRMED AT DETAILED DESIGN TAT HAM r E N G I N E E R I N G PROPOSED 3600mm x 2100mm CONC. BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE EXISTING 2300mm x 1500mm CSPA TO BE REMOVED HEADWALL 124 SUNSET BOULEVARD LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 198 / PROJECT NO.1 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 DWG. No. JOB NO. 121076 CULVERT: 199 CHRISTIE BEACH ROAD ROAD CLASSIFICATION: COLLECTOR DESIGN FLOOD FREQUENCY: 1:50 -YEAR EXISTING: 1500mm DIA. CSP CONVEYANCE CAPACITY: 5.0 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.45 m PROPOSED:3300mm x 2100mm CONC. BOX CONVEYANCE CAPACITY: 12.9 cms DESIGN FLOOD FREQUENCY: 1:50 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.22 m CULVERT: 200 DRIVEWAY CULVERT ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 1500mm DIA. CSP CONVEYANCE CAPACITY: 3.2 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.60 m PROPOSED:2800mm x 1950mm CSPA CONVEYANCE CAPACITY: 8.8 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.30 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND 0 0 ate. IMO M 0 - WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR PROPOSED 2800mm x 1950mm CSPA CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE HEADWALL CHRISTIE BEACH ROAD 357561 CHRISTIE BEACH ROAD HEADWALL WATERCOURSE 55 EXISTING 1500mm DIA. CSP CULVERT TO BE REMOVED 411111101.1110 cyt •'4410r lee LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS EXISTING 1500mm DIA. CSP CULVERT TO BE REMOVED TAT HAM r E N G I N E E R I N G HEADWALL PROPOSED 3300mm x 2100mm CONC. BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE HEADWALL LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERTS NO. 199 & 200 / PROJECT NO. 2&3 DWG. No. PR -2/3 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 201 DRIVEWAY CULVERT ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 1500mm DIA. CSP CONVEYANCE CAPACITY: 4.8 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.42 m PROPOSED:2500mm x 1830mm CSPA CONVEYANCE CAPACITY: 8.3 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.30 m PROPERTY ACQUISITION: NONE REQUIRED CHRISTIE BEACH ROAD LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT - PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR 357508 CHRISTIE BEACH ROAD EXISTING 2000mm DIA. CSP CULVERT TO REMAIN \IATERCOURSE 5 TATHAM I ENGINEERING EXISTING 1500mm DIA. CSP CULVERT TO BE REMOVED HEADWALLS PROPOSED 2500mm x 1830mm CSPA CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE H4DW TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 201 / PROJECT NO. 4 DWG. No. PR -4 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 203 CHRISTIE BEACH ROAD ROAD CLASSIFICATION: COLLECTOR DESIGN FLOOD FREQUENCY: 1:50 -YEAR EXISTING: 2-900mm DIA. HDPE CONVEYANCE CAPACITY: 2.6 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.60 cms PROPOSED:2400mm x 1800mm CONC. BOX CONVEYANCE CAPACITY: 10.0 cms DESIGN FLOOD FREQUENCY: 1:50 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.05 cms WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR CULVERT: 185 SUNSET BOULEVARD ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2000mm x 1500mm CSPA CONVEYANCE CAPACITY: 5.7 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.55 m PROPOSED: 2-2010mm x 1530mm CSPA CONVEYANCE CAPACITY: 11.5 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.28 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT ... PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER • EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR DWG. No. EXISTING SANITARY SEWER AND WATERMAIN TO BE PROTECTED DURING CULVERT INSTALLATION EXISTING 2000mm x CSPA CULVERT TO BE REMOVED LIMIT OF PROPOSED WATERCOURSE IMPROVEMENT - 250a WM TATHAM I ENGINEERING CSPA CULVERTS 375a SAN TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 185 / PROJECT NO.6 LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS PR -6 SCALE: 1:500 DRAWN: CW I DATE: MAR. 2023 JOB NO. 121076 CULVERT: 176 GEORGIAN TRAIL ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 2-900mm DIA. CSP CONVEYANCE CAPACITY: 2.4 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.35 m PROPOSED:3000mm x 900mm CONC. BOX CONVEYANCE CAPACITY: 5.4 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.27 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR ate. IMO MI .- x.186 v. 100 • LITTLE .BFAVE R RLVI<R _ a /-•. 4 EXISTING 2-900mm DIA. CSP CULVERT TO BE REMOVED PROPOSED 3000mm x 90 r0�r m CONC. BOX CULVERT. EMBEDDED ---104 300mm WITH NATURAL SUBSTRATE 4500 SAN HIGHWAY 26 • !mill 4 44, co -• EXISTING 1500mm x 950mm CONC. BOX CULVERT TO REMAIN GEORGIAN TRAIL c!4 2- 150ta WM TATHAM E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 176 / PROJECT NO. 8 DWG. No. PR -8 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 178 ALICE STREET WEST ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 800mm DIA. CSP CONVEYANCE CAPACITY: 0.9 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.14 m PROPOSED: 2-1150mm x 820mm CSPA CONVEYANCE CAPACITY: 2.1 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.04 m PROPERTY ACQUISITION: NONE REQUIRED PERMISSION REQUIRED TO CONSTRUCT PROPOSED WORKS: 210 ALICE STREET WEST PROJECT CONDITIONAL ON PERMISSION TO CONSTRUCT WORKS ON PRIVATE PROPERTY LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR EXISTING 800mm DIA. CSP CULVERT TO BE REMOVED 210 ALICE STREET WEST EX. CULVERT TO BE REMOVED TOWN PLOT LOT 13 TO 15 PROPOSED 2-1150mm x 820mm CSPA CULVERTS PROPOSED 2-1150mm x 820mm eV CSPA CULVERTS F 1\__ LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS 209 ALICE STREET WEST ALICE STREET WEST DWG. No. TAT HAM r E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 178 / PROJECT NO. 9 PR -9 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 179 BARING STREET ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 700mm x 400mm CONC. BOX CONVEYANCE CAPACITY: 0.6 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.22 m PROPOSED: 2-1150mm x 820mm CSPA CONVEYANCE CAPACITY: 2.0 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.00 m PROPOSED 2-1150mm x 820mm CSPA CULVERTS CULVERT: 180 ALICE STREET WEST ROAD CLASSIFICATION: ARTERIAL DESIGN FLOOD FREQUENCY: 1:100 -YEAR EXISTING: 700mm DIA. HDPE CONVEYANCE CAPACITY: 0.4 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.17 m PROPOSED: 2-1150mm x 820mm CSPA CONVEYANCE CAPACITY: 2.0 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.03 m PROPERTY ACQUISITION: NONE REQUIRED PROJECT NO. 10 AND 11 CONDITIONAL ON PROJECT NO. 9 LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT - PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER 0 EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER 0 EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR HEADWALLS 82 BARING STREET HEADW EXISTING 700mm DIA. HDPE CULVERT TO BE REMOVED i i HEADWALLS OsvRR RIv�R PROPOSED 2-1150mm x 820mm CSPA CULVERTS EXISTING 700mm x 400mm CONC. BOX CULVERT TO BE REMOVED 81 BARING STREET • jTATHAM E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERTS NO. 179 & 180 / PROJECTS NO. 10 & 11 DWG. No. PR -1 0/11 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 171 ALICE STREET WEST ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: BRIDGE (6.2m x 2.9m OPENING) CONVEYANCE CAPACITY: 45.8 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.35 m PROPOSED: 8.23 OPEN BOTTOM SPAN STRUCTURE CONVEYANCE CAPACITY: 65.7 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.26 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR a=. IMO M .- x.186 v. DWG. No. LIMIT OF PROPOSED _ WATERCOURSE IMPROVEMENTS PROPOSED 8.23m OPEN BOTTOM SPAN STRUCTURE 50Ta STM 600u STM TAT HAM r E N G I N E E R I N G LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS XISTING BRIDGE CROSSING (6.2m x 2.9m OPENING) TO BE REMOVED TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 171 / PROJECT NO. 12 PR -12 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 173 NAPIER STREET WEST ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2000mm DIA. CSP CONVEYANCE CAPACITY: 9.4 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.55 m PROPOSED:4800mm x 2100mm CONC. BOX CONVEYANCE CAPACITY: 24.9 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.27 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER • EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR ate. IMO MI .- 'x.186 v. - EXISTING 2000mm DIA. CSP CULVERT TO BE REMOVED LIMIT OF PROPOSED WATERCOURSEIMPROVEMENTS—\ HEADWALL DWG. No. HEADWALL LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS PROPOSED 4800mm x 2100mm CONC. BOX CULVERT EMBEDDED 300mm WITH NATURAL SUBSTRATE TAT HAM r E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 173 / PROJECT NO. 13 PR -13 RCA! F. 1 •Snn DRAWN: CW I DATE• MAP 7m� 1fR N(1 1 ? 1 n7F CULVERT: 174 DUNCAN STREET WEST ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2000mm DIA. CSP CONVEYANCE CAPACITY: 10.2 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.55 PROPOSED:4800mm x 2100mm CONC. BOX CONVEYANCE CAPACITY: 24.7 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.23 m m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR I MINER L17TLE BEP(" CULVERT TO BE REMOVED LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS HEADWALL LOCATION OF EXISTING SERVICES AT CULVERT CROSSING TO BE CONFIRMED AT DETAILED DESIGN DWG. No. ♦ LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS HEADWALL PROPOSED 4800mm x 2100mm CONC. BOX CULVERT EMBEDDED 300mm WITH NATURAL SUBSTRATE J TATHAM I ENGINEERING VICTORIA STREET SOUTH TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 174 / PROJECT NO. 14 PR -14 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 TRUNK STORM SEWER NO. 2 TOBM STORM SEWER DESIGN CRITERIA: 1:5 -YEAR PROPOSED STORM SEWER DESIGN CRITERIA 1:100 -YEAR PROPERTY ACQUISTION: NONE REQUIRED LEGEND WATERCOURSE O EX. STORM MAINTENANCE HOLE EX. STORM SEWER ---- PROPERTY LINE • • • PROPERTY ACQUISITION TRUNK STORM SEWER Q PROP. STORM SEWER MAJOR SYSTEM DEFICIENCY LOCATION PROP 675mm DIA. TRUNK STM PROP 600mm "DT U 4K__STL1 ,. AREA !OF MAJOR SYSTEM DEFI'CIENCI Z(LOW AREA —WITH NO OVERLAND FLOW OUTLET). FLOW DEPTH EXCEEDS MAXIMUM PERMITTED GEORGIAN BAY PROP 900mm DIA. TRUNK STM ARTHUR STREET EAST 1 TATHAM I E N G I N E E R I N G REPLACE EXISTING STORM SEWER ON KING STREET EAST AND ELGIN STREET NORTH WITH TRUNK STORM SEWER TO ALLEVIATE MAJOR SYSTEM DEFICIENCIES TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN TRUNK STORM SEWER NO. 2 PROJECT NO. 15 SCALE: 1:2500 DRAWN: CW DATE: OCT. 2022 DWG. No. PR -15 JOB NO. 121076 STORM SEWER RELOCATION ROAD CLASSIFICATION: LOCAL TOBM STORM SEWER DESIGN STANDARD: 1:5 -YEAR PROPOSED STORMSEWER DESIGN STANDARD 1:5 -YEAR PROPERTY ACQUISITION: NONE REQUIRED LEGEND UNDOCUMENTED DRAINAGE SYSTEM WATERCOURSE PROPERTY LINE • • PROPERTY ACQUISITION 1 EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER • O X186 PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN ELEVATION CONTOUR DWG. No. 11 EXISTING STORM SEWER BE DECOMMISSIONED t iPANDONED IN PLACE TATHAM E N G I N E E R I N GFr TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN PROJECT NO. 17 PR -17 SCALE: 1:2500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 EXISTING STORM SEWER (HISTORICAL CLARKSBURG� MILL FLUME) TO BE DECOMMISSIONED LEGEND UNDOCUMENTED DRAINAGE SYSTEM WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN ELEVATION CONTOUR CULVERT: 147 LAKESHORE ROAD ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2400mm x 800mm CONC. BOX CONVEYANCE CAPACITY: 5.3 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.46 m PROPOSED: 4500mm x 1500mm CONC. BOX CONVEYANCE CAPACITY: 8.6 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.00 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT - '9 PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR LAKESHORE ROAD w Lid >— w m ' , HEADWALL EXISTING 2400mm x 800mm CONCRETE BOX CULVERT TO BE REMOVED PROPOSED 4500mm x 1500mm CONC. BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE z HEADWALL LAKESHORE ROAD 1 TATHAM I ENGINEERING TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 147 / PROJECT NO. 20 DWG. No. PR -20 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 148 GEORGAIN TRAIL ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 1500mm DIA. CSP CONVEYANCE CAPACITY: 7.1 cms DESIGN FLOOD FREQUENCY: 1:50 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.20 m PROPOSED: 4500mm x 1500mm CONC. BOX CONVEYANCE CAPACITY: 13.0 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.00 m CULVERT: 149 HIGHWAY 26 ROAD CLASSIFICATION: MTO HIGHWAY DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 1800mm x 1100mm CSPA CONVEYANCE CAPACITY: 5.5 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.23 m PROPOSED: 4500mm x 1500mm CONC. BOX CONVEYANCE CAPACITY: 12.5 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.00 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND 0 0 ate. IMO M 0 - WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS PROPOSED 4500mm x 1500mm CONC. BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE PROPOSED 4500mm x 1500mm CONC. —BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE EADWALL HEADWALL LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS HEADWALL EXISTING 1800mm x 1100mm CSPA CULVERT TO BE REMOVED IrTATHAM E N G I N E E R I N G EXISTING 1500mm DIA. CSP CULVERT TO BE REMOVED TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERTS NO. 148 & 149 PROJECTS NO. 21 & 22 PR -21/22 DWG. No. SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 150 GREY ROAD 2 ROAD CLASSIFICATION: ARTERIAL DESIGN FLOOD FREQUENCY: 1:100 -YEAR EXISTING: 1700mm x 1300mm CSPA CONVEYANCE CAPACITY: 3.6 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.35 m PROPOSED: 4500mm x 1500mm CONC. BOX CONVEYANCE CAPACITY: 8.5 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.10 m CULVERT: 151 DRIVEWAY CULVERT ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 600mm DIA. CSP CONVEYANCE CAPACITY: 0.5 cms DESIGN FLOOD FREQUENCY: <1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.34 m PROPOSED: 2-800mm DIA. CSP CONVEYANCE CAPACITY: 1.6 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.30 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT - PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR CLARK STREET HEADWALL LIMIT OF PROPOSED DITCH IMPROVEMENTS LIMIT OF PROPOSED DITCH IMPROVEMENTS 19 496916 GREY ROAD 2 ii li G w ce 0 U ce w Q HEADWALL J T.. WATERCOURSE 52 *\_LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS EXISTING 1700mm x 1300mm DIA. CSP CULVERT TO BE REMOVED PROPOSED 4500mm x 1500mm CONC. BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE EXISTING 600mm DIA. CSP CULVERT TO BE REMOVED PROPOSED 2-800mm DIA. CSP CULVERTS PROPOSED LIMIT OF DITCH i IMPROVEMENTS i I TATHAM E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERTS NO. 150 & 151 / PROJECTS NO. 23 & 25 cP DWG. No. PR -23/25 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 156 CLARK STREET ROAD CLASSIFICATION: COLLECTOR DESIGN FLOOD FREQUENCY: 1:50 -YEAR EXISTING: 600mm DIA. CSP CONVEYANCE CAPACITY: 0.3 cms DESIGN FLOOD FREQUENCY: <1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.44 m PROPOSED: 3300mm x 1200mm CONC. BOX CONVEYANCE CAPACITY: 4.8 cms DESIGN FLOOD FREQUENCY: 1:50 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.23 m PROPERTY ACQUISITION: NONE REQUIRED PERMISSION REQUIRED TO CONSTRUCT PROPOSED WORKS: CON 8 AND 9 PT LOT 31 LEGEND 0 0 ate. IMO M 0 - WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS —\.,.,.,A CLARK STREET WATERCOURSE 52 ` EXISTING 600mm DIA. CSP ` CULVERT TO BE REMOVED LOCATION OF EXISTING SERVICES AT CULVERT CROSSING TO BE CONFIRMED AT DETAILED DESIGN i TAT HAM r E N G I N E E R I N G CON 8 AND 9 PT LOT 31 HEADWALL - -- iiiew IP! PROPOSED 3300mm x 1200mm CONC. BOX CULVERT EMBEDDED 300mm WITH NATURAL SUBSTRATE LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS 411111111111 TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 156 / PROJECT NO. 24 DWG. No. PR -24 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 152 DRIVEWAY CULVERT ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 450mm DIA. CSP CONVEYANCE CAPACITY: 0.2 cms DESIGN FLOOD FREQUENCY: <1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.41 m PROPOSED: 2-800mm DIA. CSP CONVEYANCE CAPACITY: 1.5 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.27 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND O 0 ate. IMO MI ._ x.186 '- WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR i LIMIT OF PROPOSED DITCH IMPROVEMENTS d g. PROPOSED 2-800mm-, P CULVERTS LIMIT OF PROPOSED DITCH IMPROVEMENTS 0 Q >- w ce CJ a DWG. No. { EXISTING 450mm DIA. CSP CULVERT TO BE REMOVED 187 tiP TATHAM E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 152 / PROTECT NO. 26 PR -26 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 135 HIGHWAY 26 ROAD CLASSIFICATION: MTO HIGHWAY DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 3660mm x 1830mm CONC. BOX CONVEYANCE CAPACITY: 17.0 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.35 m PROPOSED: 4800mm x 2100mm CONC. BOX CONVEYANCE CAPACITY: 22.1 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.20 m PROPERTY ACQUISITION: 208653 HIGHWAY 26 (PORTION OF) NOTE: MINIMUM RECOMMENDED PROPERTY ACQUISITION SHOWN. ACTUAL PROPERTY ACQUISITION TO BE DETERMINE AT DETAILED DESIGN LEGEND 0 0 ate. IMO M 0 - WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR 200n SAN FM 1/1617-6. ifCOURsE.. 34 —1500 WM DWG. No. EXISTING 3660mm x 1830mm CONC. BOX CULVERT TO BE REMOVED • • • • • • PROPOSED 4800m 2100mm CONC. BOX CULVERT. 'EMBEDDED 0` 300mm WITH NATURAL SUBSTRATE HEADWALL GEORGIAN BAY LIMIT OF PROPOSED - WATERCOURSE IMPROVEMENTS —%Y. / / % LIMIT OF PROPOSED / TAT HAM r E N G I N E E R I N G WATERCOURSE IMPROVEMENTS 208653 - HIGHWAY 26 TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 135 / PROJECT NO. 28 PR -28 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 135A HIGHWAY 26 ROAD CLASSIFICATION: MTO HIGHWAY DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 1600mm x 1200mm CSPA CONVEYANCE CAPACITY: 5.4 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.35 m PROPOSED: 3300mm x 2080mm CSPA CONVEYANCE CAPACITY: 15.5 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.18 m PROPERTY ACQUISITION: 208663 HIGHWAY 26 (PORTION OF) 208655 HIGHWAY 26 (PORTION OF) NOTE: MINIMUM RECOMMENDED PROPERTY ACQUISITION SHOWN. ACTUAL PROPERTY ACQUISITION TO BE DETERMINE AT DETAILED DESIGN LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER 0 ate. IMO MI .- 'x.186 v. EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR N N 4 150o.WM 25La SAN FM EXIS G 1600mm x 1200mm CSPA CULVERT TO BE REMOVED 200e SAN FM HEADWALL LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS z/ 208655 - HIGHWAY 26 N I i N • • ♦ ♦ I I, I i it, t` I . `HEADWALL ' 5 i Lam' DWG. No. PROPOSED 3300mm x 2080mm CSPA CULVERT. EMBEDDED 300mm�` WITH NATURAL SUBSTRATE ++F IATHAM E N G I N E E R I N G GEORGIAN BAY 10 LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS 150G WM TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 135A / PROTECT NO. 29 N PR -29 N SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 136 GEORGIAN TRAIL ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 3900mm x 2850mm CSPA CONVEYANCE CAPACITY: 14.0 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.83 m PROPOSED: 4800mm x 2100mm CONC. BOX CONVEYANCE CAPACITY: 23.0 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.53 m PROPERTY ACQUISITION: NONE REQUIRED 250a SAN LEGEND WATERCOURSE PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER • EX. SANITARY MH MD 0 EX. SANITARY FORCEMAIN IMO MI 0 EX. WATERMAIN I86� ELEVATION CONTOUR GEORGIAN TRAIL HEADWALL EXISTING 3900mm x 2850mm CSPA , CULVERT TO BE REMOVED ii HEADWALL // 250Q SAN —\g NPROPOSED 4800mm x 2100mm CONC. BOX EMBEDDED 300mm WITH NATURAL t -"It SUBSTRATE 111 ABERDEEN COURT TAT HAM r E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 136 / PROJECT NO. 30 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 DWG. No. JOB NO. 121076 CULVERT: 137 INDIAN CIRCLE ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2-2400mm x 1500mm CONC. BOX CONVEYANCE CAPACITY: 19.20 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 1.11 m PROPOSED: 2 - 4200mm x 1800mm CONC. BOX CONVEYANCE CAPACITY: 28.1 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.55 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND • • • 0 0 O WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR 2000 SAN 200o SAN 4000 WM 200o SAN 112 INDIAN CIRCLE PROPOSED 2 - 4200mm x 1800mm �f CONC. BOX CULVERTS. EMBEDDED r 300mm WITH NATURAL SUBS r DWG. No. EXISTING 2-2400mm x 1500mm CO `BOX. CULVERT TO BE REMOVED EADWALL TAT HAM r E N G I N E E R I N G 400ot WM 150o WM N 200o SAN TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 137 / PROJECT NO. 31 PR -31 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 138 7TH LINE ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 3000mm DIA. CSP CONVEYANCE CAPACITY: 19.0 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.66 m PROPOSED: 6000mm x 1800mm CONC. BOX CONVEYANCE CAPACITY: 34.0 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.22 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR a=. IMO M .- x.186 v. 4 l_ 1,, PRO O i 6000mm x 1800mm CONC. BOX CULVERT EMBEDDED 300mm WITH NATURAL SUBSTRATE *' HEADWALL EXISTING 3000mm DIA. CSP CULVERT TO BE REMOVED DWG. No. (`HEADWALL TAT HAM r E N G I N E E R I N G 516697 7TH LINE TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 138 / PROJECT NO. 32 PR -32 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 WATERCOURSE IMPROVEMENTS NO. 1 HOOVER LANE PROPERTY ACQUISITION: 135 HOOVER LANE PERMISSION REQUIRED TO CONSTRUCT PROPOSED WORKS: 143 HOOVER LANE & CON 7 PT 27 IMPROVE WATERCOURSE THROUGH 135 HOOVER LANE TO REDUCE FLOODING ALONG WATERCOURSE 32 LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT • • EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER • • 0 __. __. EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR DWG. No. LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS 133 HOOVER LANE LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS ♦ ♦ ♦• PURCHASE PROPERTY AT 135 HOOVER LANE AND ♦♦ ,-DEMOLISH EXISTING BUILDING TO ACCOMMODATE ♦/ PROPOSED WATERCOURSE IMPROVEMENTS I 1 1 1 135 HOOVER LANE N 143 HOOVER LANE TAT HAM I E N G I N EER I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN PROJECT NO. 34 PR -34 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 130 HIGHWAY 26 ROAD CLASSIFICATION: MTO HIGHWAY DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 3050mm x 1830mm CONC. BOX CONVEYANCE CAPACITY: 16.2 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.28 m PROPOSED: 3900mm x 2100mm CONC. BOX CONVEYANCE CAPACITY: 22.3 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.20 m PROPERTY ACQUISITION: NONE REQUIRED PROJECT CONDITIONAL ON COMPLETION OF PROJECT NO. 34 LEGEND WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR HEADWALL EXISTING 3050mm x 1830mm CONC. BOX CULVERT TO BE REMOVED 200o SAN FM EXISTING 3000mm x 2100mm CSP CULVERT TO REMAIN WATERCOURSE 32 PROPOSED 3900mm x 2100mm CONC. —BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE HEADWALL TAT HAM r E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 130 / PROJECT NO. 35 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 DWG. No. JOB NO. 121076 CULVERT: 124 HOOVER LANE ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2-800mm DIA. CSP CONVEYANCE CAPACITY: 0.6 cms DESIGN FLOOD FREQUENCY: <1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.52 m PROPOSED: 4500mm x 1200mm CONC. BOX CONVEYANCE CAPACITY: 10.2 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.25 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT • • • PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR GEORGIAN BAY PROPOSED 4500mm x 1200mm CONC. BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE EXISTING 2-800mm DIA. CSP CULVERTS TO BE REMOVED LIMIT OF PROPOSED ERCOURSE IMPROVEMENTS CAMPERDOWN ROAD LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS or, RELOCATE/LOWER EXISTING 1500 WATERMAIN TO ACCOMMODATE PROPOSED CULVERT HEADWALL f---150az WM jTATHAM E N G I N E E R I N G TESKEY DRIVE TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 124 / PROJECT NO. 38 N DWG. No. PR -38 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 128 GEORGE McRAE ROAD ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2-1200mm DIA. CSP CONVEYANCE CAPACITY: 3.0 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.32 m PROPOSED: 2-1880mm x 1260mm CSPA CONVEYANCE CAPACITY: 5.2 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.14 m PROPERTY ACQUISITION: NONE REQUIRED 2000 SAN LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT • • • PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER ® EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN IMO MI EX. WATERMAIN I86� ELEVATION CONTOUR 2000, WM—\ GEORGE MCRAE ROAD 71144, 200m STM-" 233 111 ..9444 ff f'i4 HEADWALLS 0 200a SAN—\ PROPOSED 2-1880mm x 1260mm HEADWALLS CSPA CULVERTS EXISTING 3050mm x 1220mm CONC. BOX CULVERT TO BE REMOVED 235 TAT HAM r E N G I N E E R I N G 4 or PROTECT EXISTING WATERMAIN DURING CULVERT INSTALLATION 450ta STM 0 \-4501st STM 3000 STM 200Q 0 TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 128 / PROJECT NO. 40 DWG. No. PR -40 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 121 HIGHWAY 26 ROAD CLASSIFICATION: MTO HIGHWAY DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 800mm DIA. CSP CONVEYANCE CAPACITY: 1.0 cms DESIGN FLOOD FREQUENCY: <1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.41 m PROPOSED: 1880mm x 1260mm CSPA CONVEYANCE CAPACITY: 4.0 cms DESIGN FLOOD FREQUENCY: 1:50 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.20 m CULVERT: 122 GEORGIAN TRAIL ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 750mm DIA. CSP CONVEYANCE CAPACITY: 0.7 cms DESIGN FLOOD FREQUENCY: <1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.27 m PROPOSED: 1880mm x 1260mm CSPA CONVEYANCE CAPACITY: 3.3 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.20 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND • • • 0 01 0 • 0 �_. --- '�, WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN ELEVATION CONTOUR 350Q WM—ir I I I I PROPOSED 1880mm x 1260mm EXISTING 800mm DIA. CSP CULVERT TO BE REMOVED 200Q SAN FM 375Q SAND GEORGIAN TRAIL EXISTING 750mm DIA. CSP CULVERT TO BE REMOVED ��—CSPA CULVERT HIGHWAY 26 --►SPILL t ----____PROPOSED 1880mm x 1260mm DIA. CSPA CULVERT n _ y*. TAT HAM r E N G I N E E R I N G —SPILL TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERTS NO. 121 & 122 / PROJECTS NO. 42 & 43 i� Ar200Q SAN FM ITN -375Q SAN DWG. No. PR -42/43 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 123 OLD LAKESHORE ROAD ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 1500mm x 600mm CSPA CONVEYANCE CAPACITY: 1.2 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.39 m PROPOSED: 1880mm x 1260mm CSPA CONVEYANCE CAPACITY: 3.3 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.20 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR TOBM DRAINAGE MASTER PLAN DWG. No. HEADWALL PROPOSED 1880mm x 1260mm CSPA CULVERT LIMIT OF PROPOSED 7WATERCOURSE IMPROVEMENTS It"." ---HEADWALL EXISTING 1500mm x 600mm CPSA CULVERT TO BE REMOVED LOCATION OF EXISTING WATERMAIN TO BE CONFIRMED AT DETAILED DESIGN LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS OLD LAKESHORE ROAD T A T H A M ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 123 / PROJECT NO. 44 E N G I N E E R I N G PR -44 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 117 OLD LAKESHORE ROAD ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 1100mm x 870mm CONC. BOX CONVEYANCE CAPACITY: 2.0 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.20 m PROPOSED: 3000mm x 900mm CONC. BOX CONVEYANCE CAPACITY: 5.6 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.11 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT • • • PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER ® EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH ▪ EX. SANITARY FORCEMAIN ▪ EX. WATERMAIN I86� ELEVATION CONTOUR 205 OLD LAKESHORE ROAD LOCATION OF EXISTING WATERMAIN TO BE CONFIRMED AT DETAILED DESIGN OLD LAKESHORE ROAD 200 WM-11 WATERCOURSE 28 117 LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS HEADWALL PROPOSED 3000mm x 900mm CONC. BOX CULVERT HEADWALL EXISTING 1100mm x 870mm CONC. BOX CULVERT TO BE REMOVED LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS I" TAT HAM r E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 117 / PROJECT NO. 45 DWG. No. PR -45 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 MI MI IC IMP IMP •E CULVERT: 113 GEORGIAN TRAIL ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 2000mm x 1400mm CSPA CONVEYANCE CAPACITY: 5.3 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.27 m PROPOSED: 3600mm x 900mm CONC. BOX CONVEYANCE CAPACITY: 6.3 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.37 m EXISTING 2000mm x 1400mm CSPA CULVERT TO BE REMOVED PROPOSED 3600mm 40 CONC. BOX CULVERT CULVERT: 114 WENSLEY DRIVE ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 3050mm x 600mm CONC. BOX CONVEYANCE CAPACITY: 2.2 cms DESIGN FLOOD FREQUENCY: <1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.19 m PROPOSED: 3600mm x 900mm CONC. BOX CONVEYANCE CAPACITY: 6.5 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.16 m PROPERTY ACQUISITION: A) 121 WENSLEP DRIVE (PORTION OF) B) CON 5 PT LOT 26 (PORTION OF) NOTES: MINIMUM RECOMMENDED PROPERTY ACQUISITION SHOWN. ACTUAL PROPERTY ACQUISITION TO BE DETERMINED AT DETAILED DESIGN. LEGEND •• WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER O PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN ELEVATION CONTOUR at CON 5 PT LOT 26 I 200m SAN —\, WENSLEY DRIVE 350a WM i 4— H EADWALL Y�HEADWAJTLET 26 • PROPOSED 3600mm x 900mm CONC. BOX CULVERT 2000 SAN\ EXISTING 3050mm x 600mm CONC. BOX CULVERT TO BE REMOVED s ,re N a 4.11 121 WENSLEY DRIVE 3 I ." �—HEADWALL 0 I I I I H EADWALL !, • PROTECT EXISTING WATERMAIN DURING CULVERT INSTALLATION TATHAM E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERTS NO. 113 & 114 / PROJECTS NO. 46 & 47 DWG. No. PR -46/47 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 47 KANDHAR LANE ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2000mm x 1500mm CSPA CONVEYANCE CAPACITY: 5.5 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.12 m PROPOSED: 3900mm x 1800mm CONC. BOX CONVEYANCE CAPACITY: 14.3 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.10 m CULVERT: 48 SETTLERS WAY ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2000mm x 1500mm CSPA CONVEYANCE CAPACITY: 6.4 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.10 m PROPOSED: 3000mm x 1800mm CONC. BOX CONVEYANCE CAPACITY: 9.7 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.13 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR 150o WM 200a SAN HEADWALL LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS PROPOSED 3000mm x 1800mm CONC. BOX CULVERT EMBEDDED 300mm WITH NATURAL SUBSTRATE EXISTING 2000mm x 1500mm CSPA CULVERT TO BE REMOVED LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS WATERCOURSE 6 200a SAN PROPOSED 3900mm;-x 1800mm CONC. BOX Cl)L RT. EMBEDDED 300mm WITH NATURAL SUBSTRATE EXISTING 2000mm x 1500mm CSPA CULVERT TO BE REMOVED LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS --11" 150m WM FARM GATE ROAD TATHAM E N G I N E E R I N G HEADWALL HEADWALL 200Q SAN LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERTS NO. 47 & 48 / PROJECTS NO. 85 & 87 SCALE: 1:500 DRAWN: CW JOB NO. 121076 DATE: MAR. 2023 DWG. No. PR -47/48 CULVERT: 108 DELPHI LANE ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2100mm x 900mm CONC. BOX CONVEYANCE CAPACITY: 4.0 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.59 m PROPOSED: 3300mm x 1200mm CONC. BOX CONVEYANCE CAPACITY: 5.6 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.10 m PROPERTY ACQUISITION: NONE REQUIRED 150a WM DELPHI LANE LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN IM a EX. WATERMAIN EX. RAW WATERMAIN ELEVATION CONTOUR LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS CULVERT TO BE REMOVED PROPOSED 3300mm x 1200mm CONC. BOX CULVERT. EMBEDDED WITH 300mm NATURAL SUBSTRATE OUTLET 25 HEADWALL HEADWALL TAT HAM r E N G I N E E R I N G LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS 400a RAW WM ,F -150a WM TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 108 / PROJECT NO. 48 DWG. No. PR -48 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 105 HIGHWAY 26 ROAD CLASSIFICATION: MTO HIGHWAY DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 600mm DIA. CSP CONVEYANCE CAPACITY: 0.5 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.13 m PROPOSED: 2-600mm DIA. CSP CONVEYANCE CAPACITY: 1.3 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.00 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN O EX. SANITARY MAINTENANCE HOLE EX. RAW WATERMAIN ELEVATION CONTOUR 350Q WM EXISTING 600mm DIA. CSP CULVERT TO BE REMOVED EXISTING 600mm DIA. CSP CULVERT TO REMAIN e \►e PROPOSED 2-600mm DIA. �e CSP CULVERT eu . e ee e ee LIMIT OF PROPOSED AZ —WATERCOURSE IMPROVEMENTS TAT HAM r E N G I N E E R I N G LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 105 PROJECT NO. 52 DWG. No. PR -52 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 206 HIGHWAY 26 ROAD CLASSIFICATION: MTO HIGHWAY DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2200mm x 750mm CSPA CONVEYANCE CAPACITY: 2.0 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.24 m PROPOSED:2-1390mm x 970mm CSPA CONVEYANCE CAPACITY: 4.0 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.14 m CULVERT: 205 GEORGIAN TRAIL ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 2-800mm DIA. CSP CONVEYANCE CAPACITY: 1.0 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.20 m PROPOSED:2-1200mm DIA. CSP CONVEYANCE CAPACITY: 2.7 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.16 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR 150Q WM EXISTING 2-800mm DIA. CSP CULVERTS TO BE REMOVED 350Q W EXISTING 2200mm x 750mm CSPA CULVERT TO BE REMOVED PROPOSED 2-1390mm x 970mm CSPA CULVERT PROPOSED 2-1200mm *------150o WM DIA. CSP CULVERTS TAT HAM r E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERTS NO. 205 & 206 / PROJECT NO. 56 & 57 SCALE: 1:500 209403 HIGHWAY 26 DRAWN: CW I DATE: MAR. 2023 DWG. No. PR -56/57 JOB NO. 121076 CULVERT: 102 GEORGIAN TRAIL ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 1800mm CSP CONVEYANCE CAPACITY: 1.8 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.54 m PROPOSED: ADDITIONAL 1000mm CSP CONVEYANCE CAPACITY: 4.5 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.50 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND • • • 0 0 • WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER E T8 F#SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS PROPSOSED ADDITIONAL 1000mm CSP CULVERT WATERCOURSE 21 EXISTING 2500mm x 1200mm CONC. BOX CULVERT TO REMAIN LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS EXISTING 1800mm CSP CULVERT TO REMAIN DWG. No. TATHAM E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 102 / PROJECT NO. 58 PR -58 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 96 ALTA ROAD ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2-1900mm x 1200mm HE CULVERTS CONVEYANCE CAPACITY: 8.6 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.63 m PROPOSED: 4800mm x 2100 CONC. BOX CONVEYANCE CAPACITY: 25.9 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.24 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN •• • ® 01 10 MI M. Y 1_. LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS HEADWALL 200a WM PROPOSED 4800mm x 2100mm CONC. BOX CULVERT 150tst SAN RELOCATED EXISTING WATERMAIN AND SANITARY FORCEMAIN TO ACCOMMODATE PROPOSED CULVERT DWG. No. LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS EXISTING 2-1900mm x 1200mm HORIZONTAL ELLIPSE CULVERTS TO BE REMOVED EXISTING STORM OUTLET L�TO REMAIN TATHAM HEADWALL JIk TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 96 / PROJECT NO. 62 PR -62 ELEVATION CONTOUR E N G I N E E R I N G SCALE: 1:500 DRAWN: CW I DATE: MAR. 2023 JOB NO. 121076 CULVERT: 90 GEORGIAN TRAIL ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 2150mm x 1250mm CSPA CONVEYANCE CAPACITY: 2.1 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.37 m PROPOSED: 2230mm x 1700mm CSPA CONVEYANCE CAPACITY: 4.5 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.22 m PROPERTY ACQUISITION: NONE REQUIRED HEADWALL—\i LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER 0 EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN 0 ELEVATION CONTOUR LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS PROPOSED 2230mm x 1700mm CSPA CULVERT EMBEDDED 300mm WITH NATURAL SUBSTRATE EXISTING 2150mm x 1250mm DIA. CSPA CULVERT TO BE REMOVED LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS S TAT HAM r E N G I N E E R I N G 209502 HIGHWAY 26 TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 90 / PROJECT NO. 63 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 111 DWG. No. PR -63 JOB NO. 121076 CULVERT: 77 GEORGIAN TRAIL ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 2130mm x 1400mm CSPA CONVEYANCE CAPACITY: 4.7 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY) 0.14 m PROPOSED: 2-1600mm DIA. CSP CONVEYANCE CAPACITY: 6.5 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.12 m CULVERT: 78 LAKESHORE ROAD WEST ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2130mm x 1400mm CSPA CONVEYANCE CAPACITY: 5.0 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY) : 0.46 m PROPOSED: 2-1600mm DIA. CSP CULVERTS CONVEYANCE CAPACITY: 7.5 cms DESIGN FLOOD FREQUENCY: 1:50 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.15 m PROPERTY ACQUISTION: 209589 HIGHWAY 26 (PORTION OF) NOTES: EXTENTS OF PROPOSED WATERCOURSE IMPROVEMENT WORKS ON PRIVATE PROPERTY TO BE REFINED AT RETAILED DESIGN. LEGEND • • • ® 01 10 O • 0 MI M. Y --- '�, WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN ELEVATION CONTOUR •N LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS WATERCOU9$ 1� HEADWALLS- HEADWALLS HEADWALLS PROPOSED 2-1600mm DIA. CSP CULVERT. EMBEDDED 300mm — WITH NATURAL SUBSTRATE EXISTING 2130mm x 1400mm CSPA CULVERT TO BE REMOVED 209589 HIGHWAY 26 �♦ I II I I II ISTING 2700 x 1700mm 111,4 CONC. BOX CULVERT TO REMAIN 250m W TATHAM E N G I N E E R I N G LIMIT r • OPOSED WATER i RSE IMPROVEMENTS HEADWALLS EXISTING 2130mm x 1410mm CSPA CULVERT TO BE REMOVED PROPOSED 2-1600mm DIA. CSP CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE' /--450a SAN TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERTS NO. 77 & 78 / PROJECTS NO. 65 & 66 SCALE: 1:500 DRAWN: CW I DATE: MAR. 2023 DWG. No. PR -65/66 JOB NO. 121076 CULVERT: 84 ASPEN WAY ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 1600mm DIA. CSP CONVEYANCE CAPACITY: 4.8 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.34 m PROPOSED: 2-1400mm DIA. CSP CONVEYANCE CAPACITY: 6.5 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.13 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH - EX. SANITARY FORCEMAIN - EX. WATERMAIN EX. RAW WATERMAIN ELEVATION CONTOUR 128 ASPEN WAY 126 ASPEN WAY 200a WM PROPOSED 2-1400mm DIA. CSP CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE HEADWALLS EXISTING 1600mm DIA. CSP CULVERT TO BE REMOVED 200a WM----47—..* -200Q SAN 200Q SAN TAT HAM r E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 84 / PROJECT NO. 67 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 DWG. No. JOB NO. 121076 CULVERT: 85 BLUESKI GEORGE CRESCENT ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 1600mm DIA. CSP CONVEYANCE CAPACITY: 3.0 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.35 m PROPOSED: 2-1400mm DIA. CSP CONVEYANCE CAPACITY: 5.2 cms DESIGN FLOOD FREQUENCY: 1:50 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.10 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION 1 EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER 0 EX. STORM MH PROP. STORM SEWER 0 PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN ELEVATION CONTOUR 116111641k. DWG. No. PROPOSED 2-1400mm DIA. CSP CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE // 4 -----HEADWALLS HEADWALLS, TATHAM I ENGINEERING EXISTING 1600mm DIA. CSP CULVERT TO BE REMOVED TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 85 / PROJECT NO. 69 PR -69 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 87 ARROWHEAD ROAD ROAD CLASSIFICATION: COLLECTOR DESIGN FLOOD FREQUENCY: 1:50 -YEAR EXISTING: 1150mm x 820mm CSPA CONVEYANCE CAPACITY: 1.8 cms DESIGN FLOOD FREQUENCY: <1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.64 m PROPOSED: 2-1630mm x 1120mm CSPA CONVEYANCE CAPACITY: 5.7 cms DESIGN FLOOD FREQUENCY: 1:50 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.12 m CULVERT: 88 ARROWHEAD ROAD ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 800mm DIA. CSP CONVEYANCE CAPACITY: 1.1 cms DESIGN FLOOD FREQUENCY: <1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.51 m PROPOSED: 2-1200 DIA. CSP CONVEYANCE CAPACITY: 4.8 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.21 m PROPERTY ACQUISITION: 274 ARROWHEAD ROAD (PORTION OF) NOTES: MINIMUM RECOMMENDED PROPERTY ACQUISITION SHOWN. ACTUAL PROPERTY ACQUISITION TO BE DETERMINED AT DETAILED DESIGN. LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION 1 EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN MI MI IC 11•1 IMP •E ."'186.... ELEVATION CONTOUR LOCATION OF EXISTING SERVICING TO B'"E CONFIRMED PRIOR TO — CONSTRUCTION PROPOSED 2-1200mm DIA. CSP CULVERTS. EMBEDDED 300mm WITH NATURAL SUBSTRATE DWALLS LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS wATERCGURSE 1A �350m WM EXISTING 800mm DIA. CSP CULVERT TO BE REMOVE 274 ARROWHEAD ROAD TATHAM I ENGINEERING PROPOSED 2-1630mm x 1120mm CSPA CULVERTS. EMBEDDED 300m WITH NATURAL SUBSTRATE LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS HEADWALLS EXISTING 1150mm x 820mm CSPA CULVERT TO BE REMOVED 350m WM 200o SAN TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERTS NO. 87 & 88 / PROJECTS NO. 70 & 71 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 DWG. No. PR -70/71 JOB NO. 121076 CULVERT: 72 & 72A LAKESHORE ROAD EAST ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 900mm CSP CONVEYANCE CAPACITY: 0.8 cms DESIGN FLOOD FREQUENCY: < 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.27 m PROPOSED: 2-1880mm x 1260mm CSPA CONVEYANCE CAPACITY: 8.4 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY) : 0.18 m CULVERT: 69 GEORGIAN TRAIL ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 2-900mm CSP CONVEYANCE CAPACITY: 2.8 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.26 m PROPOSED: 2-1880mm x 1260mm CSPA CONVEYANCE CAPACITY: 8.4 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY) : 0.17 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND • • MI 0 MI WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN ELEVATION CONTOUR PROP. DITCH IMPROVEMENT LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS P-ROPQSED 1880mm x 1260mm CSPA CULVERT TAT HAM r E N G I N EER I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERTS NO. 68-72 & 74 / PROJECT NO. 73 DWG. No. PR -73 SCALE: 1:1000 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 73 GREY ROAD 19 ROAD CLASSIFICATION: ARTERIAL DESIGN FLOOD FREQUENCY: 1:100 -YEAR EXISTING: 1500mm x 1100mm CSPA CONVEYANCE CAPACITY: 2.7 cms DESIGN FLOOD FREQUENCY: <1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.60 m PROPOSED: 3300mm x 1200mm CONC. BOX CONVEYANCE CAPACITY: 7.0 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY) : 0.20 m PROPERTY ACQUISITION: NONE REQUIRED PERMISSIONS REQUIRED TO CONSTRUCT PROPOSED WORKS: 796573 GREY ROAD 19 PROJECT CONDITIONAL ON PERMISSION TO CONSTRUCT WORKS ON PRIVATE PROPERTY LEGEND WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER 0 EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN ELEVATION CONTOUR SPILL EXISTING RAW WATERMAIN TO BE PROTECTED DURING CULVERT INSTALLATION HEADWALL PROPOSED 3300mm x 1200mm CONC. BOX CULVERT 796573 GREY ROAD 19 EXISTING 1500mm x 1100mm CSPA CULVERT TO B _REMOVED TAT HAM r E N G I N E E R I N G 796567 GREY ROAD 19 EXISTING DRIVEWAY CULVERT TO BE REMOVED TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 73 / PROJECT NO. 74 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 DWG. No. JOB NO. 121076 .77441F- 0 ,4 JIOrt% het • •a EXCAVATE/EXPAND SWMF AND CONVERT TO WET POND SWMF LEGEND STMMH • SANMH O SAN MH PROP. STORM SEWER PROP. STORM MH PROP. SANITARY SEWER PROP. SANITARY MH PROP. WATERMAIN PROP. SWMF EX. STORM SEWER EX. SANITARY SEWER EX. SANITARY MH EX. WATERMAIN EX. SANITARY FORCE MAIN WATERCOURSE 4 PNDR P W P� c P�EX 44101t - Ask 4 INLET yam, EX. 7500 STM - \ o Sr 7500 M , DCBMH I, TAT HAM ENGIN EERINGli r EX. 7500 TO $E REMOVED STM MH S INV: .221.30 SW INV: fig0.85 N INV: 2210.80 6000 STM STM MH' V; STM INLET HEADWALL TO BE MAINTA/N5J------ REPLACE EXISTING 3000 STM WITH 4500 STM TO DIVERT FLOW FROM CRAIGLEGHT ROAD STORM SEWER , !� SWMF RETROFIT FOR WATER QUALITY TREATMENT AND IMPROVE WATER QUANTITY CONTROL: LEVEL 1 "ENHANCED" TREATMENT (80% TSS REMOVAL) SWMF DETAILS: BOTTOM ELEVATION = 219.75m PERMANENT POOL ELEVATION = 220.85m PERMANENT POOL VOLUME = 1426m3 ACTIVE STORAGE = 4109m3 PROPOSED SWMF OUTLET CONTROLS: 1) 1-100mm 0 ORIFICE (INV.=220.85) 2) 6000 STM SECONDARY OUTLET (INV.=221.30) 3) 1-8.Om WIDE OVERFLOW WEIR (SILL=222.50m) TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN SWMF NO. 10401 / PROJECT NO. 75 DWG. No. PR -75 SCALE: 1:500 DRAWN: CW DATE: OCT. 2022 JOB NO. 121076 CULVERT: 66 GREY ROAD 19 ROAD CLASSIFICATION: ARTERIAL DESIGN FLOOD FREQUENCY: 1:100 -YEAR EXISTING: 1500mm DIA. CSP CONVEYANCE CAPACITY: 3.1 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.45 m PROPOSED: 2-2500mm x 1830mm DIA. CSPA CONVEYANCE CAPACITY: 14.2 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.00 m PROPERTY ACQUISITION: NONE REQUIRED PROJECT CONDITIONAL ON PERMISSION TO CONSTRUCT WORKS ON PRIVATE PROPERTY LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER 0 EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN 0 ELEVATION CONTOUR \oA�RCOURSE 9 CRAIGLEIHT ROAD HEADWALLS LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS EXIST TO BE P CULVER 500a RA *40 DWG. No. TAT HAM r E N G I N E E R I N G 796531 GREY ROAD 19 IMPROVE CAPACITY GREY ROA G 500mjRAW WATERMAIN "OTECtED DURING INSTALLATION EADWALLS ROSS NG TO MATCH )F Pf POSED 19 OSSING 1111 LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS EXISTING 1500mm DIA. CSP CULVERT TO BE REMOVED PROPOSED 2-2500mm x 1830mm CSPA CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 66 / PROJECT NO. 76 SCALE: 1:500 DRAWN: CW I DATE: MAR. 2023 PR -76 JOB NO. 121076 CULVERT: 57 GREY ROAD 19 ROAD CLASSIFICATION: ARTERIAL DESIGN FLOOD FREQUENCY: 1:100 -YEAR EXISTING: 2130mm x 1400mm CSPA CONVEYANCE CAPACITY: 3.9 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.41 PROPOSED: 3600mm x 1200mm CONC. BOX CONVEYANCE CAPACITY: 12.0 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.15 m m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH - EX. SANITARY FORCEMAIN - EX. WATERMAIN EX. RAW WATERMAIN ELEVATION CONTOUR EXISTING 500s RAW WATERMAIN TO BE PROTECTED DURING CULVERT INSTALLATION EXISTING 200▪ 0mm x 1320mm HORIZONTAL ELLIPSE CULVERT TO REMAIN HEADWALL 4 EXISTING 2130mm x 1400mm CSPA t, CULVERT TO BE REMOVED PROPOSED 3600mm x 1200mm CONC. BOX CULVERT L HEADWALL TAT HAM r E N G I N E E R I N G 200Q SAN 2000 SAN 500ta RAW WM TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 57 / PROJECT NO. 77 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 DWG. No. PR -77 JOB NO. 121076 NEW OUTLET TO GEORGIAN BAY (WATERCOURSE 6) OUTLET DESIGN CAPACITY: 10.0 cms DESIGN FLOOD FREQUENCY: 1:100 -YEARS PROPERTY ACQUISITION: A) 209741 HIGHWAY 26 (PORTION OF). NOTE: MINIMUM RECOMMENDED PROPERTY ACQUISITION SHOWN. ACTUAL PROPERTY ACQUISITION TO BE DETERMINED AT DETAILED DESIGN. PROPERTY ACQUISITION ONLY REQUIRED UNDER PROJECT 79A. LEGEND PROPOSED DITCH IMPROVEMENTS WATERCOURSE ------ PROPERTY LINE • • • • PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS • EX. STORM SEWER • EX. STORM MH PROP. STORM SEWER • PROP. STORM MH —486 - ELEVATION CONTOUR DWG. No. OPTION PRJ- E PROPOSED 3000mm x 1200mm CONC. BOX CULVERT IN ADDITION TO PROPOSED DRAINA ACT CULVERTS :....,.:;;x. DRAINAGE A PROPOSED 2-1800mm x1200mm 0 . BOX OPTION PRJ-79E EXISTING RELIEF PI TO BE REMOVED._ TO ACCOMMODA-L-'<- PROPOSED DITC IMPROVEMENTS GEORGIAN BAY OPTION PRJ 79E EXTEND PROPOSED DITCH IMPROVEMENTS TO OUTLET 8 OPTION PRJ-79�� . PROPOSED 3000 CONC. BOX CUL PROPOSED DITCH IMPROVEMENTS TAT HAM r E N G I N EER I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN PROJECT NO. 79 PR -79 SCALE: 1:2100 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 44 ARLBERG CRESCENT ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 1900mm x 1500mm CSPA CONVEYANCE CAPACITY: 8.0 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.29 m PROPOSED: 5100mm x 1500mm CONC. BOX CONVEYANCE CAPACITY: 16.5 cms DESIGN FLOOD FREQUENCY: 1:50 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.05 m CULVERT: 45 BROOKER BOULEVARD ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2060mm x 1500mm CSPA CONVEYANCE CAPACITY: 3.5 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.44 m PROPOSED: 5100mm x 1500mm CONC. BOX CONVEYANCE CAPACITY: 12.3 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.24 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER ® EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN 'Ne-,186 vim- ELEVATION CONTOUR 400 41*( 300Q 4.40 30 EADWALL PROPOSED 5100mm x 1500mm CONC. BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE AR► -BERG CRESCE• NT up w ce 0 U ce w I- s RELOCATE WATERMAIN TO ACCOMMODATE PROPSED CULVERT 150m WM� EXISTING SANITARY SEWER AND WATERMAIN TO BE PROTECT DURING CULVERT INSTALLA N bi—HEADWAL HEADWALL TATi r i Hn A Aivy M E N G I N E E R I N G r EXISTING 1900mm x 1500mm CSPA CULVERT TO BE REMOVED EXISTING 2060mm x 1500mm CSPA CULVERT TO BE REMOVED PROPOSED 5100mm x 1500mm CONC. -BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE /-300c. SAN TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERTS NO. 44 & 45 / PROJECTS NO. 82 & 83 DWG. No. PR -82/83 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 46 BROOKER BOULEVARD ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2100mm x 1300mm CSPA CONVEYANCE CAPACITY: 5.7 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.48 m PROPOSED: 4500mm x 1500mm CONC. BOX CONVEYANCE CAPACITY: 14.2 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.22 m PROPERTY ACQUISITION: NONE REQUIRED WATERCOURSE 6 LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR CROSSAN COURT 150o. WM KEL`IE,S WAY POPOSED 4500mm x 1500mm CONC. BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE 200& SA DWG. No. HEADWALL 200Q SAN HEADWALL ,jX,41Lb.,,444.01 EXISTING WATERMAIN TO B LOWERED TO ACCOMMODATE PROPOSED CULVERT CROSSING ors Re��o EXISTING 2100mm x 1300mm CSPA CULVERT TO BE REMOVED TATHAM E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 46 / PROJECT NO. 84 N PR -84 A SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 49 SETTLER'S WAY PATH ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 2000mm x 1500mm CSPA CONVEYANCE CAPACITY: 2.9 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.59 m PROPOSED: 2-1200mm DIA. CSP CONVEYANCE CAPACITY: 5.6 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.49 m PROPERTY ACQUISITION: NONE REQUIRED 146 SETTLERS WAY LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR 500m STM- 143 PIONEER LANE WATERCOURSE 6 EXISTING 2000mm x 1500mm CSPA TO BE REMOVED TAT HAM r E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 49 / PROJECT NO. 88 DWG. No. PR -88 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 50 HERITAGE DRIVE ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2000mm x 1500mm CSPA CONVEYANCE CAPACITY: 4.2 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.41 m PROPOSED: 2500mm x 1830mm CSPA CONVEYANCE CAPACITY: 7.5 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.18 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN MOM, IN EX. WATERMAIN I86� ELEVATION CONTOUR PIONEER LANE 2000 SAN 200a SAN \ t 1500 WM TAT HAM r E N G I N E E R I N G PROPOSED 2500mm x 1830m1 CSPA EMBEDDED 300mm WIT NATURAL SUBSTRAT 146 SETTLERS WAY 158tsvWM.' PIONEER LANE TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 50 / PROJECT NO. 89 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 DWG. No. JOB NO. 121076 MI MI IC IMP IMP ON CULVERT: 51 PIONEER LANE ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 2130mm x 1400mm CSPA CONVEYANCE CAPACITY: 1.9 cms DESIGN FLOOD FREQUENCY: <1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.50 m PROPOSED: 2-1880mm x 1260mm CSPA CONVEYANCE CAPACITY: 5.3 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.45 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND • • • 0 WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH 0 PR §Th M DINER EX. SANITARY SEWER 0 EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN —186—ELEVATION CONTOUR PROPOSED 2-1880mm x 1260mm CSPA CULVERT EMBEDDED 300mm WITH NATURAL SUBSTRATE HEADWALLS 102 PIONEER LANE 5000 RAW WM �ERCOU F-61 SNP HEADWALLS 7 51 0 105 PIONEER LAN EXISTING 2130mm x 1400mm CSPA CULVERT EMBEDDED r- 400mm TO BE REMOVED TATHAM I ENGINEERING 111 PION RLAN 1\i)', 109 PIONEER LANE DWG. No. TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 51 / PROJECT NO. 90 PR -90 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 52 GREY ROAD 19 ROAD CLASSIFICATION: ARTERIAL DESIGN FLOOD FREQUENCY: 1:100 -YEAR EXISTING: 1500mm DIA. CSP CONVEYANCE CAPACITY: 2.5 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.40 m PROPOSED: 2-1800mm x 900mm CONC. BOX CONVEYANCE CAPACITY: 7.3 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.14 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN 0 01 MI M. Y �_. ELEVATION CONTOUR 500m RAW 10 IONEER LANE EXISTING 1500mm DIA. CSP CULVERT TO BE REMOVED PROPOSED 2-1800mm x 900mm CONC. BOX CULVERT EXISTING 500mm RAW WATERMAIN TO BE PROTECTED DURING CULVERT INSTALLATION TAT HAM I E N G I N E E R I N G HEADWALLS GREY RO,40 19 HEADWALLS TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 52 / PROJECT NO. 91 SCALE: 1:500 DRAWN: CW I DATE: MAR. 2023 DWG. No. PR -91 JOB NO. 121076 CULVERT: A MONTERRA ROAD ROAD CLASSIFICATION: COLLECTOR DESIGN FLOOD FREQUENCY: 1:50 -YEAR EXISTING: 700mm CONC. PIPE CONVEYANCE CAPACITY: 0.5 cms DESIGN FLOOD FREQUENCY: 1:2 -YEARS DEPTH OF OVERTOPPING (REGULATORY) 0.20 m PROPOSED: 2 - 2400mm x 1200mm CONC. BOX CONVEYANCE CAPACITY: 10.3 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY) : 0.10 m CULVERT: B ENTRANCE ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 600mm DRIVEWAY CULVERT CONVEYANCE CAPACITY: 0.5 cms DESIGN FLOOD FREQUENCY: <1:2 -YEARS DEPTH OF OVERTOPPING (REGULATORY) : 0.10 m PROPOSED: 2-1800mm x 900mm CONC. BOX CONVEYANCE CAPACITY: 0.5 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY) : 0.05 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND PROPOSED DITCH IMPROVEMENTS WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION ) EX. CULVERT — - PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN EX. RAW WATERMAIN PROPOSED DITCH IMPROVEMENTS HEADWALLS HEADWALLS PROPOSED 2 - 2400mm x 1200mm CONCRETE BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE PROPOSED DITCH IMPROVEMENTS DWG. No. HEADWALLS OSED 2-1800mm x 900mm CONC. BOX CULVERTS PROPOSED DITCH IMPROVEMENT TAT HAM r E N G I N E E R I N G EXISTING DRIVEWAY CULVERT TO BE REMOVED HEADWALLS SPILL PROPOSED DITCH IMPROVEMENTS TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN PROJECT NO. 94 PR -94 ELEVATION CONTOUR SCALE: 1:2500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 DRAWING NAME: PRJ. 94, PLOTTED: MAR. 6 2023 CULVERT: 42 MONTERRA ROAD ROAD CLASSIFICATION: COLLECTOR DESIGN FLOOD FREQUENCY: 1:50 -YEAR EXISTING: 1830mm x 1150mm CSPA CONVEYANCE CAPACITY: 3.7 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.20 m PROPOSED: 2-2010mm x 1530mm DIA. CSPA CONVEYANCE CAPACITY: 6.2 cms DESIGN FLOOD FREQUENCY: 1:50 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.05m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR PROPOSED 2-2010mm x 1530mm CSPA CULVERTS. EMBEDDED 300mm WITH NATURAL SUBSTRATE OJ SL HEADWALLS DWG. No. I HEADWALLS TAT HAM rEN G I N E E R I N G EXISTING 1830mm x 1150mm CSPA CULVERT TO BE REMOVED TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 42 / PROJECT NO. 96 PR -96 SCALE: 1:500 DRAWN: CW I DATE: MAR. 2023 JOB NO. 121076 CULVERT: 14 GREY ROAD 19 ROAD CLASSIFICATION: ARTERIAL DESIGN FLOOD FREQUENCY: 1:100 -YEAR EXISTING: 1800mm DIA. CSP CONVEYANCE CAPACITY: 5.1 cms DESIGN FLOOD FREQUENCY: 1: 2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.49 m PROPOSED: 4200mm x 1800mm CONC. BOX CONVEYANCE CAPACITY: 16.0 cms DESIGN FLOOD FREQUENCY: 1:50 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.31 m CULVERT: 15 CAMPBELL CRESCENT ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 1500mm & 1200mm DIA. CSP CONVEYANCE CAPACITY: 4.0 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.38 m PROPOSED: 3600mm x 1500mm CONC. BOX CONVEYANCE CAPACITY: 10.5 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.29 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR / 150o WM PROPOSED 4200mm x 1800mm CONC. BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE HEADWALL RELOCATE WATERMAIN TO ACCOMMODATE PROPSED CULVERT 200o SAN CAMPBELL CRESCENT 111 RELOCATE WATERMAIN TO ACCOMMODATE PROPSED CULVERT 2000 SAN—. LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS w 0 ■ HEADWALL HEADWALL TATHAM E N G I N E E R I N G LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS N --HEADWALL EXISTING 1800mm DIA. CSP CULVERT TO BE REMOVED LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS EXISTING 1500mm DIA. CSP ULVERT & 1200mm DIA. CSP TO BE REMOVED PROPOSED 3600mm x 1500mm CONC. BOX CULVERT. EMBEDDED 300mm, WITH NATURAL SUBSTRATE TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERTS NO. 14 & 15 / PROJECTS NO. 98 & 99 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 DWG. No. PR -98/99 JOB NO. 121076 CULVERT: 17 GORD CANNING DRIVE ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 750mm DIA. CONC. CULVERT CONVEYANCE CAPACITY: 1.4 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.19 m PROPOSED: 1350mm DIA. CONC. CULVERT CONVEYANCE CAPACITY: 3.5 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.0 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR PROPOSED 1350mm DIA. CONC. CULVERT GORD CANNING DRIVE 200m WM HEADWALL EXISTING 750mm DIA. CON STORM SEWER TO BE RE HEADWALL TATHAM I ENGINEERING TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 17 / PROJECT NO. 100 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 DWG. No. JOB NO. 121076 CULVERT: 28 GREY ROAD 19 ROAD CLASSIFICATION: ARTERIAL DESIGN FLOOD FREQUENCY: 1:100 -YEAR EXISTING: 1200mm DIA. CSP CONVEYANCE CAPACITY: 3.1 cms DESIGN FLOOD FREQUENCY: 1:25 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.19 m PROPOSED: 2400mm x 1200mm CONC. BOX CONVEYANCE CAPACITY: 4.5 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.00 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER ® EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR SILVER CREEK 350m WM—\ii SILVER CREEK GREY ROAD 19 EXISTING 600mm DIA. CSP CULVERT TO BE REMOVED TATHAM r E N G I N E E R I N G EXISTING 1200mm DIA. CSP CULVERT TO BE REMOVED PROPOSED 2400mm x 1200mmi•' I 28 CONC. BOX CULVERT , DWG. No. TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 28 / PROJECT NO. 104 HEADWALL Au HEADWALL. PR -1 04 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 33 PEDESTRAIN TRAIL ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 1880mm x 1260mm CSPA CONVEYANCE CAPACITY: 3.2 cms DESIGN FLOOD FREQUENCY: <1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.29 m PROPOSED: TWIN 1880mm x 1260mm CSPA CONVEYANCE CAPACITY: 4.1 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.14 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION EX. CULVERT • • • PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER • PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN w ELEVATION CONTOUR DWG. No. TATHAM I ENGINEERING TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 33 / PROJECT NO. 108 PR -1 08 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 37 GREY ROAD 19 ROAD CLASSIFICATION: ARTERIAL DESIGN FLOOD FREQUENCY: 1:100 -YEAR EXISTING: 2000mm x 1500mm CSP ARCH CONVEYANCE CAPACITY: 5.0 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.20 m PROPOSED: 6.40m OPEN BOTTOM SPAN STRUCTURE CONVEYANCE CAPACITY: 10.5 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.00 m PROPERTY ACQUISITION: NONE REQUIRED PROJECT CONDITIONAL ON CONFIRMATION OF DOWNSTREAM CAPACITY LEGEND O 0 ate. IMO M .- 'x.186 '- WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR PROPOSED 6.40m OPEN BOTTOM SPAN STRUCTURE DWG. No. EXISTING 2000mm x 1500mm CSP ARCH TO BE RMOVED TAT HAM r E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 37 / PROJECT NO. 110 PR -110 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 38 GREY ROAD 19 ROAD CLASSIFICATION: MINOR/ENTRANCE DESIGN FLOOD FREQUENCY: 1:5 -YEAR EXISTING: 5000mm x 2500mm CSPA CONVEYANCE CAPACITY: 30.5 cms DESIGN FLOOD FREQUENCY: 1:5 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.65 m PROPOSED: 10.3m OPEN BOTTOM STRUCTURE CONVEYANCE CAPACITY: 70.9 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.00 m PROPERTY ACQUISITION: NONE REQUIRED PROJECT CONDITIONAL ON CONFIRMATION OF DOWNSTREAM CAPACITY LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR PROPOSED 10.3m OPEN BOTTOM SPAN STRUCTURE DWG. No. EXISTING 5000mm x 2500mm CSPA CULVERT TO BE REMOVED TATHAM r E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 38 / PROJECT NO. 111 PR -111 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076 CULVERT: 39 SIDEROAD 12 ROAD CLASSIFICATION: LOCAL DESIGN FLOOD FREQUENCY: 1:25 -YEAR EXISTING: 6.5m SPAN BRIDGE CONVEYANCE CAPACITY: 15.3 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.69 m PROPOSED: 10.3m OPEN BOTTOM STRUCTURE CONVEYANCE CAPACITY: 37.1 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.59 m PROPERTY ACQUISITION: NONE REQUIRED PROJECT CONDITIONAL ON CONFIRMATION OF DOWNSTREAM CAPACITY LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR TAT HAM r E N G I N E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 39 / PROJECT NO. 112 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 DWG. No. PR -112 JOB NO. 121076 CULVERT: 175 ALFRED STREET WEST ROAD CLASSIFICATION: ARTERIAL DESIGN FLOOD FREQUENCY: 1:100 -YEAR EXISTING: 3600mm x 1400mm CONC. BOX CONVEYANCE CAPACITY: 14.8 cms DESIGN FLOOD FREQUENCY: 1:2 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.55 m PROPOSED:8.23m OPEN BOTTOM SPAN STRUCTURE CONVEYANCE CAPACITY: 50.6 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.00 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND 0 0 ate. IMO M 0 - WATERCOURSE PROPERTY LINE PROPERTY ACQUISITION EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER EX. STORM MH PROP. STORM SEWER PROP. STORM MH EX. SANITARY SEWER EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR r t EXISTING 3600mm x 1400mm CONC. BOX CULVERT TO BE REMOVED LIMIT OF PROPOSED WATERCOURSE IMPROVEMENTS DWG. No. HEADWALL PROPOSED 8.23m OPEN BOTTOM SPAN STRUCTURE TATHAM E N G I N E E R I N G HEADWALL LIMIT OF PROPOSED A --WATERCOURSE IMPROVEMENTS TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 175/ PROJECT NO. 113 PR -113 SCALE: 1:500 DRAWN: CW I DATE: MAR. 2023 JOB NO. 121076 TRUNK STORM SEWER NO. 4 TOBM STORM SEWER DESIGN CRITERIA: 1:5 -YEAR PROPOSED STORM SEWER DESIGN CRITERIA 1:100 -YEAR PROPERTY ACQUISTION: NONE REQUIRED LEGEND WATERCOURSE O EX. STORM MAINTENANCE HOLE EX. STORM SEWER ---- PROPERTY LINE • • • PROPERTY ACQUISITION TRUNK STORM SEWER Q PROP. STORM SEWER MAJOR SYSTEM DEFICIENCY LOCATION ARROWHEA_ D ROAD RESCENT REPLACE EXISTING STORM SEWER ON ARROWHEAD ROAD WITH TRUNK STORM SEWER TO ALLEVIATE MAJOR SYSTEM DEFICIENCIES ,/ cz 1 ., o H AREA orira SYSTEM -DEFIES - 0 I, (LOW ',OU A ITH NO TLET). W DEPTHOVERLAND EXCEEDSFLOW ', I TAT HAM I ENGIN E E R I N G TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN TRUNK STORM SEWER NO. 4 PROJECT NO. 114 DWG. No. PR -114 SCALE: 1:2500 DRAWN: CW DATE: OCT. 2022 JOB NO. 121076 CULVERT: 36 SCENIC CAVES ROAD ROAD CLASSIFICATION: ARTERIAL DESIGN FLOOD FREQUENCY: 1:100 -YEAR EXISTING: 2 - 1800mm x 900mm CONC. BOX CONVEYANCE CAPACITY: 6.1 cms DESIGN FLOOD FREQUENCY: 1:10 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.18 m PROPOSED: 2-2400mm x 1500mm CONC. BOX CONVEYANCE CAPACITY: 9.4 cms DESIGN FLOOD FREQUENCY: 1:100 -YEAR DEPTH OF OVERTOPPING (REGULATORY): 0.00 m PROPERTY ACQUISITION: NONE REQUIRED LEGEND WATERCOURSE ---- PROPERTY LINE • • • PROPERTY ACQUISITION o EX. CULVERT PROP. CULVERT EXTENT OF WATERCOURSE IMPROVEMENTS EX. STORM SEWER O EX. STORM MH PROP. STORM SEWER ® PROP. STORM MH EX. SANITARY SEWER O EX. SANITARY MH EX. SANITARY FORCEMAIN EX. WATERMAIN ELEVATION CONTOUR PROPOSED 2-2400mm x 1500mm CONC. BOX CULVERT. EMBEDDED 300mm WITH NATURAL SUBSTRATE DWG. No. vow HEADWALLS * .. EXISTING 2 - 1800mm x 900mm CONC. BOX CULVERT TO BE REMOVED TATHAM r E N G I N E E R I N G { TOBM DRAINAGE MASTER PLAN ALTERNATIVE SOLUTIONS PLAN CULVERT NO. 36 / PROJECT NO. 116 PR -116 SCALE: 1:500 DRAWN: CW DATE: MAR. 2023 JOB NO. 121076