LEGEND - webcast.ottawa.ca

1 GENERAL notes AND SPECIFICATIONS GRADING LEGEND . WATER SUPPLY SERVICING. 1. ALL MATERIALS AND CONSTRUCTION METHODS TO BE IN 1. ALL GRANULAR BASE & SUB BASE COURSE MATERIALS SHALL BE SERVICES GRADING. ACCORDANCE WITH OPS AND CITY OF OTTAWA STANDARD 10. THE CONTRACTOR SHALL CONSTRUCT WATERMAIN, WATER COMPACTED TO98% STANDARD PROCTOR MAX. DRY DENSITY. 9. SPECIFICATIONS AND DRAWINGS AND OPSD SUPPLEMENT. ONTARIO SERVICES, CONNECTIONS & APPURTENANCES AS PER CITY OF PROPOSED WATERMAIN ORIGINAL GROUND ELEVATION. PROVINCIAL STANDARDS WILL APPLY WHERE NO CITY STANDARDS OTTAWA SPECIFICATIONS & SHALL CO-ORDINATE AND PAY ALL 2. SUB-EXCAVATE SOFT AREAS & FILL WITH GRANULAR 'B' COMPACTED PROPOSED VALVE AND VALVE BOX PROPOSED ELEVATION. ARE AVAILABLE. RELATED COSTS INCLUDING THE COST OF CONNECTION, IN LAYERS. PROPOSED VALVE CHAMBER PROPOSED LOT CORNER ELEVATION. INSPECTION & DISINFECTION BY CITY PERSONNEL. PROPOSED REDUCER EXISTING ELEVATION AT LOT CORNER.

2 Stantec Consulting Ltd. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS 3. ALL DISTURBED GRASSED AREAS SHALL BE RESTORED TO ORIGINAL. PROPOSED FIRE HYDRANT FLOW DIRECTION AND GRADE 400 - 1331 Clyde Avenue REQUIRED AND BEAR COST OF SAME INCLUDING WATER PERMIT 11. WATERMAIN PIPE MATERIAL SHALL BE PVC DR18. CONDITION OR BETTER, WITH SOD ON MIN. 100mm TOPSOIL. THE Ottawa ON. AND ASSOCIATED COSTS. DEFLECTION OF WATERMAIN PIPE IS NOT TO EXCEED 1/2 OF THAT RELOCATION OF TREES AND SHRUBS SHALL BE SUBJECT TO PROPOSED WATER METER FINISHED FIRST FLOOR ELEVATION. SPECIFIED BY THE MANUFACTURER. PVC WATERMAINS TO BE APPROVAL BY THE PROJECT LANDSCAPE ARCHITECT OR ENGINEER. PROPOSED REMOTE WATER METER ENGINEERED FILL REQUIRED Tel. 3. SERVICE AND UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR INSTALLED WITH TRACER WIRE IN ACCORDANCE WITH CITY OF TERRACING 3:1 SLOPE MAXIMUM PROPOSED PRESSURE REDUCING VALVE (UNLESS OTHERWISE SHOWN).

3 TO VERIFY LOCATION AND ELEVATION OF EXISTING SERVICES AND OTTAWA STANDARD W36. 4. 100 YEAR PONDING DEPTH TO BE (MAXIMUM). UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE PROPOSED SANITARY SEWER PROPOSED SWALE. RESPONSIBLE FOR OBTAINING LOCATES FROM ALL UTILITY 12. WATER SERVICES ARE TO BE TYPE K SOFT COPPER AS PER CITY OF5. EMBANKMENTS TO BE SLOPED AT MIN. 3:1, UNLESS OTHERWISE PROPOSED STORM SEWER DIRECTION OF OVERLAND FLOW Copyright Reserved COMPANIES TO LOCATE EXISTING UTILITIES PRIOR TO EXCAVATION. OTTAWA STANDARD W26 (UNLESS OTHERWISE NOTED). WATER SPECIFIED. PROPOSED CATCHBASIN MANHOLE PROPOSED VALVE BOX The Contractor shall verify and be responsible for all dimensions. DO. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND SERVICE TO EXTEND BEYOND PROPERTY LINE. STAND POST PROPOSED CATCHBASIN PROPOSED VALVE CHAMBER NOT scale the drawing - any errors or omissions shall be reported to REINSTATEMENT.

4 TO BE INSTALLED AT PROPERTY LINE. 6. ALL SWALES TO BE MIN. DEEP WITH MIN. 3:1 SIDE SLOPES Stantec without delay. PROPOSED SUBDRAIN CATCHBASIN PROPOSED FIRE HYDRANT The Copyrights to all designs and drawings are the property of UNLESS OTHERWISE NOTED. THE MINIMUM LONGITUDINAL SLOPE. 4. ALL DISTURBED AREAS SHALL BE REINSTATED TO EQUAL OR BETTER 13. FIRE HYDRANTS TO BE INSTALLED AS PER CITY OF OTTAWA TO BE OR WHEN PERFORATED SUBDRAIN IS INSTALLED. EXISTING WATERMAIN PROPOSED SANITARY SEWER MANHOLE Stantec. Reproduction or use for any purpose other than that EXISTING VALVE AND VALVE BOX PROPOSED STORM SEWER MANHOLE authorized by Stantec is forbidden. CONDITION TO THE SATISFACTION OF THE ENGINEER & THE CITY. STANDARDS W18 AND W19. PAVEMENT REINSTATEMENT FOR SERVICE AND UTILITY CUTS SHALL 7. ALL ROOF DOWNSPOUTS TO DISCHARGE TO THE GROUND ONTO EXISTING VALVE CHAMBER PROPOSED CATCHBASIN MANHOLE. BE IN ACCORDANCE WITH OPSD AND OPSS 310.

5 14. WATER VALVES TO BE INSTALLED AS PER CITY OF OTTAWA SPLASH PADS AND SHALL NOT BE DIRECTED TO THE STORM SEWER , EXISTING REDUCER PROPOSED CATCHBASIN. STANDARD W24. OR THE BUILDING FOUNDATION DRAIN. EXISTING FIRE HYDRANT PROPOSED DOUBLE CATCHBASIN Consultants 5. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE EXISTING SANITARY SEWER PROPOSED CATCHBASIN 'T'. "OCCUPATIONAL HEALTH AND SAFETY ACT AND REGULATION FOR 15. WATERMAIN TRENCH AND BEDDING SHALL BE IN ACCORDANCE WITH 8. TOP OF GRATE (T/G) ELEVATIONS FOR ALL STREET CATCHBASINS EXISTING STORM SEWER CATCHBASIN TO BE INSTALLED WITH IPEX TYPE. CONSTRUCTION PROJECTS". THE GENERAL CONTRACTOR SHALL BE CITY OF OTTAWA STD. W17 UNLESS OTHERWISE SPECIFIED. SHOWN ON PLANS. REFER TO THE ELEVATION AT EDGE OF A OR EQUIVALENT DEEMED TO BE THE CONSTRUCTOR AS DEFINED IN THE ACT. BEDDING AND COVER MATERIAL TO BE SPECIFIED BY PROJECT PAVEMENT, OR GUTTERLINE WHERE APPLICABLE.

6 EXISTING CATCHBASIN MANHOLE. CATCHBASIN TO BE INSTALLED WITH IPEX TYPE B. GEOTECHNICAL CONSULTANT. EXISTING CATCHBASIN OR EQUIVALENT 6. THE CONTRACTOR SHALL SUBMIT AN EROSION AND SEDIMENTATION 9. ALL RETAINING WALLS GREATER THAN IN HEIGHT ARE TO BE EXISTING SUBDRAIN CATCHBASIN CATCHBASIN TO BE INSTALLED WITH. CONTROL PLAN THAT WILL IMPLEMENT BEST MANAGEMENT 16. SERVICE CONNECTIONS SHALL BE INSTALLED A MINIMUM OF 2400mm DESIGNED, APPROVED, AND STAMPED BY STRUCTURAL ENGINEER. FUTURE WATERMAIN CIRCULAR ORIFICE (SEE DWG SD-1). PRACTICES TO PROVIDE PROTECTION FOR RECEIVING STORM FROM ANY CATCHBASIN, MANHOLE, OR OBJECT THAT MAY FUTURE VALVE AND VALVE BOX CATCHBASINS TO BE INTERCONNECTED. SEWERS OR DRAINAGE DURING CONSTRUCTION ACTIVITIES. THIS CONTRIBUTE TO FREEZING. THERMAL INSULATION SHALL BE 10. FENCES OR RAILINGS ARE REQUIRED FOR RETAINING WALLS FUTURE VALVE CHAMBER. PLAN SHALL INCLUDE BUT NOT BE LIMITED TO CATCH BASINS INSTALLED ON ALL PROPOSED CB'S ON THE W/M STREET SIDE GREATER THAN IN HEIGHT.

7 PROPOSED DEPRESSED CURB LOCATION. FUTURE REDUCER PROPOSED MOUNTABLE/BARRIER. INSERTS, STRAW BALE CHECK DAMS AND SEDIMENT CONTROLS WHERE 2400mm SEPARATION CANNOT BE ACHIEVED.(AS PER CITY. AROUND ALL DISTURBED AREAS. DEWATERING SHALL BE PUMPED OF OTTAWA W22 & W23) 11. EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE. FUTURE FIRE HYDRANT CURB LOCATIONS. INTO SEDIMENT TRAPS. FUTURE SANITARY SEWER. 17. CATHODIC PROTECTION TO BE SUPPLIED ON METALLIC FITTINGS AS12. ALL NECESSARY CLEARING AND GRUBBING SHALL BE COMPLETED FUTURE STORM SEWER. 7. SITE PLAN PREPARED BY PMA ARCHITECTES INC. AND LAPALME PER CITY OF OTTAWA W40 AND W42. BY THE CONTRACTOR. REVIEW WITH CONTRACT ADMINISTRATOR FUTURE CATCHBASIN MANHOLE. RHEAULT ARCHITECTES + ASSOCIES. AND THE CITY OF OTTAWA PRIOR TO TREE CUTTING. FUTURE CATCHBASIN. 18. THRUST BLOCKS TO BE INSTALLED AS PER CITY OF OTTAWA FUTURE SUBDRAIN CATCHBASIN STORM DRAINAGE. 8. TOPOGRAPHIC SURVEY SUPPLIED BY STANTEC GEOMATICS LTD.

8 STANDARDS AND 13. REFER TO DRAWING C400 FOR EROSION AND SEDIMENT CONTROL. PROJECT PART OF LOT 1, CONCESSION 11, PLAN AND DETAILS. PROPOSED DEPRESSED CURB LOCATIONS. GEOGRAPHIC TOWNSHIP OF CUMBERLAND, CITY OF OTTAWA. 19. WATERMAIN TO HAVE MIN. COVER. WHERE WATERMAIN COVER PROPOSED MOUNTABLE/BARRIER CURB LOCATION BLDG AREA ID. BARRIER MOUNTABLE. IS LESS THAN , INSULATION TO BE SUPPLIED IN ACCORDANCE Best Management Practices RUNOFF COEFFICIENT. 9. REFER TO LANDSCAPE ARCHITECTURE PLAN FOR ALL LANDSCAPING WITH CITY STANDARD W22. THERMAL INSULATION ON STORM SEWER WHERE COVER IS STORM DRAINAGE AREA ha. FEATURES (ie. TREES, WALKWAYS, PARK DETAILS, NOISE BARRIERS, CONTRACTOR TO PROVIDE EROSION AND SEDIMENT CONTROLS (BEST MANAGEMENT LESS THAN THERMAL INSULATION ON WATERMAIN. WHERE COVER IS LESS THAN AS PER W22. STORM DRAINAGE BOUNDARY. FENCES etc.) 20. WATERMAIN CROSSINGS ABOVE AND BELOW SEWERS TO BE PRACTICES) DURING CONSTRUCTION OF THIS PROJECT.

9 INSTALLED AS PER CITY OF OTTAWA STANDARD W25 AND MAXIMUM PONDING LIMITS. 10. GEOTECHNICAL INVESTIGATION PROPOSED MULTI-STOREY EROSION MUST BE MINIMIZED AND SEDIMENTS MUST BE REMOVED FROM. BUILDING - PHASE 1 MER BLEUE ROAD, OTTAWA, ONTARIO. , 21. PRESSURE REDUCING VALVES (PRV'S) IF REQUIRED, TO BE CONSTRUCTION SITE RUN-OFF IN ORDER TO PROTECT DOWNSTREAM AREAS. DURING DIRECTION OF OVERLAND FLOW. PREPARED BYPATERSON GROUP INC. DATED NOVEMBER 20, 2018. INSTALLED AS PER ONTARIO PLUMBING CODE. ALL CONSTRUCTION, EROSION AND SEDIMENTATION SHOULD BE CONTROLLED BY THE SANITARY DRAINAGE. FOLLOWING TECHNIQUES: PROPOSED STORM SEWER. REPORT NoPG4711-1 REVISION 1. GEOTECHNICAL INFORMATION. PRESENTED ON THESE DRAWINGS MAY BE INTERPOLATED FROM SANITARY DRAINAGE AREA ID# PROPOSED CATCHBASIN MANHOLE. 1. LIMIT THE EXTENT OF EXPOSED SOILS AT ANY GIVEN TIME. SAN 1 PROPOSED CATCHBASIN. THE ORIGINAL REPORT. REFER TO ORIGINAL GEOTECHNICAL STORM AND SANITARY SEWERS.

10 REPORT FOR ADDITIONAL DETAILS AND TO VERIFY ASSUMPTIONS. 2. REVEGETATE EXPOSED AREAS AND SLOPES AS SOON AS POSSIBLE. COMMERCIAL OR INSTITUTIONAL FLOW RATES USED PROPOSED DOUBLE CATCH BASIN. MADE HEREIN. PROPOSED SUB DRAIN CATCH BASIN AS PER CITY. 1. SANITARY SEWERS 375mm DIA. OR SMALLER SHALL BE PVC DR35. SANITARY DRAINAGE AREA ha. OF OTTAWA STANDARD DETAIL DRAWINGS L10. SANITARY SEWERS LARGER THAN 375mm SHALL BE CONCRETE CSA3. MINIMIZE AREA TO BE CLEARED AND GRUBBED. AND L11. 11. STREET LIGHTING TO CITY OF OTTAWA STANDARDS. A CLASS100 DAS PER OPSD PROPOSED PERFORATED SUBDRAIN. 4. PROTECT EXPOSED SLOPES WITH PLASTIC OR SYNTHETIC MULCHES. SANITARY DRAINAGE AREA EXISTING STORM SEWER. 12. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE STATED. 2. STORM SEWERS 375mm DIA. OR SMALLER SHALL BE PVC DR35. DIMENSIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE STORM SEWERS LARGER THAN 375mm DIA. SHALL BE CONCRETE 5.