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V:\\active\00\drawing\01_predesign\options\Final Report\Revised Figures September 2012\Ridgewood-Report_Fig1-2.dwg, //2012 12:0:20 PM V:\\active\00\drawing\01_predesign\options\Final Report\Revised Figures September 2012\Ridgewood-Report_Fig1-2.dwg Precinct Q Location Figure 1

V:\\active\00\drawing\01_predesign\options\Final Report\Revised Figures September 2012\Ridgewood-Report_Fig1-2.dwg, //2012 12:0:1 PM V:\\active\00\drawing\01_predesign\options\Final Report\Revised Figures September 2012\Ridgewood-Report_Fig1-2.dwg OurWinnipeg - Urban Structure Figure 2

V:\\active\00\drawing\01_predesign\options\Final Report\Revised Figures September 2012\Ridgewood-Report_Fig.dwg RIDGEWOOD SOUTH PRECINCT Q Eldridge Precinct Q Boundaries Robli n Bo uleva rd Avenue Assiniboine Forest Ridgewood Avenue s Wilke Aven ue ilway CNR Ra Avenue Wilkes Figure

P. T. H. No. 0 V:\\active\00\drawing\01_predesign\options\Final Report\Revised Figures May 201\Ridgewood-Report_Fig----.dwg How 2.ac(gross).ac(gross) 1.0ac(gross) 2.ac(gross) 1.0ac(gross).ac(gross) 1.2ac(gross).ac(gross).2ac(gross) (Two Mile Road).ac 2.ac.ac(gross) Precinct Q Sub-Areas Figure

P. T. H. No. 0 V:\\active\00\drawing\01_predesign\options\Final Report\Revised Figures May 201\Ridgewood-Report_Fig----.dwg 2.ac(gross).ac(gross).ac(gross).ac(gross) 1.0ac(gross) 1.2ac(gross) 1.0ac(gross) 2.ac(gross).2ac(gross) (Two Mile Road).ac 2.ac.ac(gross) Low Density Residential Medium Density Residential Mixed Use Transportation Corridor Parks and Recreation Collector Land Use Policy Map Figure

P. T. H. No. 0 V:\\active\00\drawing\01_predesign\options\Final Report\Revised Figures May 201\Ridgewood-Report_Fig----.dwg 2.ac(gross).ac(gross) 1.0ac(gross) 2.ac(gross) 1.0ac(gross).ac(gross) 1.2ac(gross) (Two Mile Road).2ac(gross).ac.ac(gross).ac(gross) 2.ac Existing Parks Existing Schools Existing Harte Trail Recreational Pathways Storm Water Retention Basins Cycling Facilities Pedestrian Facilities Greenway Network Greenway Network Policy Map Figure

P. T. H. No. 0 V:\\active\00\drawing\01_predesign\options\Final Report\Revised Figures May 201\Ridgewood-Report_Fig----.dwg IMPROVEMENTS South Collector INTERSECTION SUBJECT TO DETAILED TRAFFIC ANALYSIS 2.ac(gross).ac(gross) 1.0ac(gross) 2.ac(gross) 1.0ac(gross) South Collector (Two Mile Road) North 1.2ac(gross).2ac(gross).ac.ac(gross) INTERSECTION IMPROVEMENTS SUBJECT TO DETAILED TRAFFIC ANALYSIS Collector West.ac(gross).ac(gross) PROPOSED PEDESTRIAN OVERPASS 2.ac North Collector (East) INTERSECTION IMPROVEMENTS SUBJECT TO DETAILED TRAFFIC ANALYSIS Recreational Pathways Expressway and Connectors ( Future) Collector Local Access Roads Cycling Facilities Pedestrian Facilities Road Closing Roundabout William R Clement Parkway Transportation Policy Map Figure

V:\\active\00\drawing\01_predesign\options\Final Report\Revised Figures May 201\Ridgewood-Report_Fig.dwg 0WWS 1 2 EX. 00 WM 00 WWS 00 WWS PERIMETER PUMP STATION EX. 20 WWS WM 00 Ø FEEDERMAIN Assiniboine River Southboine Drive 00 Ø RO 0 Ø FM 00 Ø FEEDERMAIN 0 Ø FM (Two Mile Road) EX. 00 WM 0 Ø FEEDERMAIN 0 Ø FEEDERMAIN 00 Ø FEEDERMAIN WWS WWS COMMUNITY ROW PUMPING STATION 0 Ø FEEDERMAIN 0 Ø FEEDERMAIN EX. 00 WM Ridgewood EX. 20 WM Avenue EX. 00 WM EX. 200 WM EX. 200 WM EX. 200 WM EX. 00 WWS EX. 20 WM EX. 00 WWS EX. 20 WM EX. 20 WM EX. 00 WM EX. 00 WWS EX. 00 WWS EX. 00 WM EX. 00 WWS EX. 20 WM EX. 00 WM EX. 20 WM EX. 00 WM EX. 20 WM ALTERNATIVE LDS ROUTING CONCEPT ORIGINAL LDS ROUTING CONCEPT ELMHURST PUMPING STATION PROPOSED LAND DRAINAGE SEWER EXISTING LAND DRAINAGE SEWER LAND DRAINAGE SEWER CATCHMENT LINEAR STORM WATER RETENTION BASINS PROPOSED WASTEWATER SEWER EXISTING WASTEWATER SEWER EXISTING INTERCEPTOR SEWER WASTEWATER SEWER CATCHMENT PROPOSED WATERMAIN EXISTING WATERMAIN EXISTING FEEDERMAIN EX. 0 WWS EX. 00 WM 0 Ø FEEDERMAIN EX. WWS 1200 WWS Servicing Policy Map ALL PROPOSED SERVICING LAYOUTS ARE CONCEPTUAL ONLY AND SUBJECT TO DETAILED TECHNICAL ANALYSIS Figure

Phasing Policy Map DETAILED TECHNICAL ANALYSIS REQUIRED TO SHOW AREA LAND DRAINAGE CAN BE REROUTED TO THE CIVIC - McCALLUM OUTFALL SEWER SYSTEM WITH THE INCLUSION OF STORAGE REQUIRES HARSTONE LAND DRAINAGE TRUNK SEWER EXTENSION DEPENDENT ON WESTDALE LAND DRAINAGE TRUNK SYSTEM EXTENSION FROM AREA 1 DETAILED ANALYSIS REQUIRED TO SHOW AREA CAN BE REROUTE DIRECTLY TO THE WESTDALE TRUNK SEWER WITH INCLUSION OF STORAGE 2.ac(gross).ac(gross).ac(gross).ac(gross) REQUIRES GRANT/HANEY TRUNK SEWER EXTENSION REQUIRES GRANT/ELMHURST TRUNK SEWER EXTENSION 1.0ac(gross) 2.ac(gross) 1.0ac(gross) 1.2ac(gross).2ac(gross).ac Varsity View Sports Complex 2.ac.ac(gross) (Two Mile Road) LAND DRAINAGE CATCHMENT BOUNDARY V:\\active\00\drawing\01_predesign\options\Final Report\Revised Figures May 201\Ridgewood-Report_Fig----.dwg DEPENDENT ON WESTDALE LAND DRAINAGE TRUNK SEWER SYSTEM EXTENSION FROM AREA 1 Areas can be serviced independent of other precinct areas with minor extension of external services DEPENDENT ON CIVIC/McCALLUM LAND DRAINAGE TRUNK SEWER SYSTEM EXTENSION FROM AREA Areas can be serviced independent of other precinct areas with major extension of external services NOTE: DEPENDENT ON HARSTONE LAND DRAINAGE TRUNK SEWER SYSTEM EXTENSION FROM AREA AND WASTEWATER SUB TRUNK SEWER EXTENSION FROM AREA DEPENDENT ON HARSTONE LAND DRAINAGE TRUNK SEWER SYSTEM EXTENSION FROM AREA AND WASTEWATER SUB TRUNK SEWER EXTENSION FROM AREA Areas cannot be serviced independent of other precinct areas because of land drainage trunk system routing REQUIRED DETAILED TECHNICAL ANALYSIS OF CAPACITY OF EXISTING ELMHURST WWS SYSTEM IN RELATION TO PROPOSED AREA LAND USE DENSITY Areas cannot be serviced independent of other precinct areas because of land drainage trunk system and wastewater sewer sub trunk routing DEVELOPMENT OF ALL PRECINCT AREAS SUBJECT TO DETAILED TRAFFIC ANALYSIS AND LOT PRODUCTION LIMITS TO MATCH AVAILABLE ROAD CAPACITY - TO BE PROVIDED PRIMARILY BY THE WILLIAM R CLEMENT PARKWAY EXTENSION AND COLLECTOR ROAD SYSTEM. DETAILED TECHNICAL ANALYSIS MAY SHOW THAT IT IS FEASIBLE TO ADJUST LAND DRAINAGE CATCHMENT BOUNDARIES TO REVISE THE SEQUENCE OF PRECINCT AREA DEVELOPMENT Figure