APPENDIX 1. Standard Detail Drawings. Township of King Design Criteria and Standard Detail Drawings

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1 APPENDIX 1 Standard Detail Drawings Township of King Design Criteria and Standard Detail Drawings

2 Township of King Design Criteria and Standard Detail Drawings APPENDIX 1 STANDARD DETAIL DRAWINGS Drawing No. Title Revision Date KS-171 Typical Drop Structure for Storm Manhole Feb KS-174 Beehive Catchbasin - Frame and Cover April 2015 KS-175 Service Location Single Family Residential Oct KS-176 Service Location Semi-Detached Residential Oct KS-177 Storm Sewer Service Connection Sep KS-178 Storm Sewer Riser Connection Nov KS-179 Townhouse Service Connections April 2015 KS-180 Bedding Detail for Plastic Sanitary Service Connections Nov KS-190 Sanitary Sewer House Connections Nov KS-191 Sanitary Sewer Riser Connections for Residential Developments Mar KS-193 Sanitary Sewer Cleanouts June 2016 KS-194 Sanitary Sewer Connections June 2016 KS m Estate Residential Roadway Feb KS m Local Roadway Feb KS m Collector Roadway (incl. Bike Lanes) Mar KS-218 Typical Cul-De-Sac for Residential Streets Feb KS-219 Typical Cul-De-Sac for Industrial Streets Nov KS-220 Temporary Turning Circle for Residential Streets Nov KS-224 Typical Bulb Detail for Residential Crescents Mar KS-231 Concrete Sidewalk May 2018 KS-302 Precast Concrete Splash Pad Detail Nov KS-313 Wood Privacy Fence Nov KS-320 Pedestrian Walkway In Urban Setting Nov KS-331 Traffic Sign Details and Pavement Markings Mar KS-332 Street Sign Details May 2018 KS-335 Stormwater Management Facility Warning Sign May 2016 KS-340 Standard Driveway Culvert Nov KS-341 Driveway Approach Paving for Residential Driveways May 2018 KS-342 Driveway Approach Paving Commercial, Industrial & Apartments May 2018 KS-346 Joint Use Utility Trench Dec KS-400 Typical Legend for Lot Grading Plan Nov KS-401 Front Lot Drainage Nov KS-402 Rear Lot Drainage Nov KS-403 Rear Lot Drainage for Walkout or Back Split House Nov KS-404 Front Lot Drainage for Front Split House Nov KS-500 Drawing Title Block Nov KS-701 Typical Pole and Luminaire (Decorative) Feb Last Update: June

3 Township of King Design Criteria and Standard Detail Drawings APPENDIX 1 STANDARD DETAIL DRAWINGS Drawing No. Title Revision Date KS-801 Watermain Trench and Bedding Details Nov KS-802 Watermain Trench Detail Under Watercourse Nov KS mm Blow-off for Watermain with Restrained Joints Oct KS-804 Methods of Insulating Watermains Nov KS-805 Supports for Watermains and Sewers Crossing Watermain Nov Trenches KS mm to 25mm Water Meter Installation in Building Jan KS-830 Joint Restraining Length for P.V.C Pipe Nov KS mm to 250mm Gate Valve & Box Nov KS-841 Semi-precast Concrete Valve Chamber for 300mm Pipe or Jan Larger KS-843 Air Release Chamber Feb KS-844 Combination Air & Valve Chamber-Model Nov KS-845 Water Meter Installation in Chamber (For Combined Fire & May 2018 Domestic) KS-846 Water Service Connections for Single ICI Building Feb KS-847 Water Meter Chamber Details (50 mm Service Line) Feb KS-851 Water Service (20 mm to 50 mm) Oct KS-854 Corrosion Protection for Hydrant Cut Into an Existing D.I. or C.I Nov Watermain KS-860 Tracer Wire Arrangement at Valve Box for P.V.C. or C.P.P Nov Watermain KS-870 Corrosion Protection for Tracer Wires on P.V.C. or C.P.P Nov Watermain KS-871 Corrosion Protection for Valves & Fittings on Non-ferrous Pipe Nov KS-873 Corrosion Protection for Existing Ferrous Watermain Connected Nov to Proposed Non-Ferrous Watermain KS-874 Corrosion Protection for Hydrant Assembly on Non-Ferrous Pipe Nov KS-875 Corrosion Protection for Hydrants Off of New D.I Watermain Nov KS-877 Watermain Configuration for Dead End Cul-De-Sacs Sep KS-878 Side View of Sampling Station Installation Oct KS-900 Benchmark Monument Details Jan Last Update: June

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5 ALLOWABLE TOLERANCE: DIMENSIONS 300mm OR LESS + 3mm DIMENSIONS OVER 300mm UP TO AND INCLUDING 900mm +6mm THE INITIALS OR MARK OF THE MANUFACTURER ARE TO BE DISTINCTLY CAST IN RAISED LETTERS ON BOTH FRAME AND COVER 3. STEEL FOR HINGE PINS TO BE AS ASTM DESIGNATION A-7 OR EQUIVALENT 4. CAST IRON TO CONFORM TO ASTM DESIGNATION A CLASS 30-C 5. DIMENSIONS IN mm EXCEPT AS NOTED BEEHIVE CATCHBASIN FRAME and COVER DATE OF APRIL 2015 KS-174

6 Lot C L C L Lot P/L H. B. & C H. B. & C SANITARY SERVICE mm STORM SERVICE mm WATER SERVICE - 20 mm 0.6 m 1.5 m CURB STOP VALVE AT STREETLINE GAS P/L GAS 1.5 m 0.6 m 1.5 m WATER SERVICE - 20 mm STORM SERVICE mm SANITARY SERVICE mm P/L H. B. & C H. B. & C LEGEND B - BELL H - HYDRO C - CABLE TV MANHOLE STORM SEWER MANHOLE C L OF STREET SANITARY SEWER WATERMAIN HYDRANT REFER TO NOTE 7 FINISHED GRADE 1.8m max. 1.7m min mm min. 1 WATER SERV. 1.5m STORM SERV. 0.6m SANITARY SERV. TYPICAL TRENCH SECTION N.T.S m max. 3.0m max. 2.5m min. 1. SERVICES TO EXTEND 1.5m INSIDE PROPERTY LINE AND CAPPED. 2. UNDER NO CIRCUMSTANCES SHALL SERVICES CROSS ONE ANOTHER. 3. THE MINIMUM SIZE FOR STORM DRAIN CONNECTIONS SHALL BE 150mm Ø INSTALLED AT A MINIMUM GRADE OF 2% FROM THE STORM SEWER TO THE BUILDING ENVELOPE. 4. THE MINIMUM SIZE FOR SANITARY LATERALS SHALL BE 125mm Ø INSTALLED AT A MINIMUM GRADE OF 2% FROM THE SANITARY SEWER TO THE BUILDING ENVELOPE. 5. ALL UNDERGROUND SERVICE CABLES TO BE PLACED A MINIMUM 1.0m BELOW FINISHED GRADE OF LOTS. 6. ALL DIMENSIONS ARE IN METRES EXCEPT WHERE NOTED. 7. TRENCH DIMENSIONS AND SLOPING OF WALLS TO BE UNDERTAKEN IN ACCORDANCE WITH REQUIREMENTS OF THE OCCUPATIONAL HEALTH AND SAFETY ACT, AS AMENDED. 8. CURB STOPS SHALL NOT BE LOCATED WITHIN DRIVEWAYS (0.6m MINIMUM OFFSET). SERVICE LOCATION SINGLE FAMILY RESIDENTIAL DATE OF OCT JAN KS-175

7 C L SEMI-DETACHED LOT C L LOT C L SEMI-DETACHED LOT P/L WATER SERVICE - 20 mm STORM SERVICE mm SANITARY SERVICE mm SANITARY SERVICE mm STORM SERVICE mm WATER SERVICE - 20 mm P/L LEGEND B - BELL H - HYDRO C - CABLE TV 0.9m 0.5m 1.0m 0.6 m 0.6 m H. B. & C GAS LOT LINE 1.5 m 1.5 m 1.5 m 1.5 m GAS H. B. & C H. B. & C GAS SHUT-OFF VALVE AT STREETLINE SHUT-OFF VALVE AT STREETLINE MANHOLE STORM SEWER MANHOLE C L OF STREET SANITARY SEWER WATERMAIN HYDRANT C L SEMI-DETACHED LOT REFER TO NOTE 7 2.5m min. 3.0m max. 1.2m max SANITARY SERV. STORM SERV. 0.6m 1.5m WATER SERV mm min. FINISHED GRADE 1.7m min. 1.8m max. 1. SERVICES TO EXTEND 1.5m INSIDE PROPERTY LINE AND CAPPED 2. UNDER NO CIRCUMSTANCES SHALL SERVICES CROSS ONE ANOTHER. 3. THE MINIMUM SIZE FOR STORM DRAIN CONNECTIONS SHALL BE 150mm Ø INSTALLED AT A MINIMUM GRADE OF 2% FROM THE STORM SEWER TO THE BUILDING ENVELOPE. 4. THE MINIMUM SIZE FOR SANITARY LATERALS SHALL BE 125mm Ø INSTALLED AT A MINIMUM GRADE OF 2% FROM THE SANITARY SEWER TO THE BUILDING ENVELOPE. TYPICAL TRENCH SECTION N.T.S 5. ALL UNDERGROUND SERVICE CABLES TO BE PLACED A MINIMUM 1.0m BELOW FINISHED GRADE OF LOTS. 6. ALL DIMENSIONS ARE IN METRES EXCEPT WHERE NOTED. 7. TRENCH DIMENSIONS AND SLOPING OF WALLS TO BE UNDERTAKEN IN ACCORDANCE WITH REQUIREMENTS OF THE OCCUPATIONAL HEALTH AND SAFETY ACT, AS AMENDED. 8. CURB STOPS SHALL NOT BE LOCATED WITHIN DRIVEWAYS (0.6m MINIMUM OFFSET). SERVICE LOCATION SEMI DETACHED RESIDENTIAL DATE OF OCT JAN KS-176

8 C L STORM SEWER C L ROAD 1.50m 1.50m C L SANITARY SEWER STREET LINE SUITABLE DEPTH TO ALLOW FOR CONNECTION TO HOUSE WEEPING TILE (2.30m TO 2.80m) 600mm MIN. 2% COMPACTED GRANULAR MATERIAL 2% MIN GRADE 75mm - 20mm CRUSHER RUN LIMESTONE 1.50m 22 1/2 BEND MANUFACTURED TEE OR 'KOR-N-TEE' CONNECTOR WATERTIGHT PLUG SERVICE CONNECTION PIPE 45 PIPE SIZES 450mm OR LESS CRUSHER RUN LIMESTONE ORIGINAL SEWER BEDDING 150mm Ø SERVICE CONNECTION PIPE SAND BACKFILL 20mm CRUSHER RUM LIMESTONE 150mm 78.8mm 1/2 HEIGHT OF PIPE 'KOR-N-TEE' CONNECTION OR BELL TO REST ON MAIN SEWER SADDLE SHALL NOT PROJECT INTO MAIN SEWER 22 1/2 BEND 45 SERVICE CONNECTION PIPE SPECIFIED BEDDING PIPE SIZES 525mm TO 750mm SADDLE TO BE FIRMLY MORTARED TO MAIN SEWER CRUSHER RUN LIMESTONE ORIGINAL SEWER BEDDING 1. STORM SERVICE CONNECTION PIPE TO BE FITTED WITH RUBBER GASKET JOINTS IF CONTRACTOR TUNNELS UNDER WATERMAIN, MINIMUM LENGTH OF TUNNEL TO BE 1.8m AND ALL VOIDS TO BE FILLED WITH H.L.8 BLEND CLEAR STONE. RISERS TO BE INSTALLED WHERE SPECIFIED ON THE ENGINEERING DRAWINGS OR WHEN DEPTH TO TOP OF SEWER EXCEEDS 4.5m. (SEE KS-178) 5. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES SERVICE CONNECTION TO BE INSTALLED IN A STRAIGHT LINE FROM SEWER TO STREETLINE. FLOOR DRAIN CONNECTIONS WITHIN BUILDING ENVELOPE SHALL NOT BE CONNECTED TO STORM SEWER SERVICE. AS AN ALTERNATIVE 'KOR-N-TEE' CONNECTORS MAY BE USED FOR 150mm AND 200mm Ø STORM DRAIN CONNECTIONS. TRENCH DIMENSIONS AND SLOPING OF WALLS TO BE UNDERTAKEN IN ACCORDANCE WITH REQUIREMENTS OF THE OCCUPATIONAL HEALTH AND SAFETY ACT, AS AMENDED. 'KOR-N-TEE' CONNECTION OR BELL TO REST ON MAIN SEWER BELL SHALL NOT PROJECT INTO MAIN SEWER 45 PIPE SIZES 825mm Ø OR GREATER 22 1/2 BEND ORIGINAL SEWER BEDDING SERVICE CONNECTION PIPE BELL TO BE FIRMLY MORTARED TO MAIN SEWER CRUSHER RUN LIMESTONE STORM SEWER SERVICE CONNECTION DATE OF SEP FEB KS-177

9 CONCRETE CONNECTION MIN. SLOPE 2% 1/8 BEND 150mm MIN. 150mm MIN. CONCRETE RISER (LENGTH VARIES TO SUIT) 15 MPa CONC. BEDDING TO GO TO 1st JOINT WITHIN UNDISTURBED GROUND A MANUFACTURED TEE CONCRETE ENCASEMENT 150mm UNDISTURBED GROUND 150mm A SEWER MAIN CONCRETE ENCASEMENT TO NEAREST JOINT TO NEAREST JOINT SECTION A-A ALL CONCRETE BEDDING TO BE MINIMUM 15 MPa. FOR SEWER SIZES UP TO AND INCLUDING 450mm Ø, THE CONNECTION TO THE MAIN IS TO BE MADE BY MEANS OF A MANUFACTURED TEE. 3. RISERS MUST NOT EXCEED 3.0m IN DEPTH. 4. RISER CONNECTION DETAIL MUST BE USED WHEN DEPTH TO INVERT OF SEWER MAIN EXCEEDS 4.5m. ALL DIMENSIONS ARE IN MILLIMETRES AND METRES. 6. POLYVINYL CHLORIDE (SDR 28) IS AN EQUIVALENT TO CONCRETE PIPE FOR SERVICE CONNECTIONS. WHERE P.V.C. PIPE IS USED, BEDDING MATERIAL SHALL BE HL 8 BLEND CLEAR STONE. 7. TRENCH DIMENSIONS AND SLOPING OF WALLS TO BE UNDERTAKEN IN ACCORDANCE WITH REQUIREMENTS OF THE OCCUPATIONAL HEALTH AND SAFETY ACT, AS AMENDED. STORM SEWER RISER CONNECTION DATE OF NOV FEB KS-178

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11 MINIMUM 450mm TRENCH DIMENSIONS AND SLOPING OF WALLS TO BE UNDERNEATH IN ACCORDANCE WITH REQUIREMENTS OF THE OCCUPATIONAL HEALTH AND SAFETY ACT, AS AMENDED. NATIVE MATERIAL COMPACTED TO 95% PROCTOR DENSITY SAND BACKFILL COMPACTED TO 98% PROCTOR DENSITY MINIMUM 300mm Bc MIN. 100mm 05 Bc P.V.C. SERVICE CONNECTION STANDARD DIMENSION RATIO NOT TO EXCEED SDR 28 20mm CRUSHER RUN LIMESTONE TO SPRINGLINE OF PIPE COMPACTED TO 98% PROCTOR DENSITY TO WALLS OF TRENCH BEDDING DETAIL FOR PLASTIC SANITARY SEWER SERVICE CONNECTIONS DATE OF NOV JAN KS-180

12 PROPERTY LINE MINIMUM 3.0m CENTRE OF ROAD ALLOWANCE MINIMUM 2% GRADE MAXIMUM 10% GRADE SHORT LENGTH OF P.V.C. SDR 28 MIN. 2.5m MAX. 3.0m MAXIMUM 4.5m CONN. INVERT 'A' CONNECTION BRANCH (SEE NOTE 2) 22.5 BEND MAX 3% FULL LENGTH OF P.V.C. SDR 28 PIPE COUPLING SEE NOTE 4 125mm x 125mm CAST IRON TEST FITTING (CROWLE INDUSTRIES OR EQUIVALENT) 'B' CONNECTION INVERT 'A' - MINIMUM 75mm. MAXIMUM 125mm OBVERT TO OBVERT 'B' - MAXIMUM 300mm OBVERT TO OBVERT STAINLESS STEEL NUT AND WASHER RING SEAL ACCORDING TO MANUFACTURERS SPECIFICATIONS STAINLESS STEEL STRAP STUD AND NUT (2 REQUIRED) CEMENT MORTAR SECTION 'A-A' CAST IRON SADDLE BRANCH FOR CONNECTION TO EXISTING MAINS OTHER THAN P.V.C. OR A.B.S. TRUSS PIPE 'TAMPIN' EXPANSION JOINT MACHINE CUT OPENING Ø HOLE DEPTH INSIDE CIRCUMFERENCE OF PIPE 22.5 BEND PIPE COUPLING 125mm P.V.C. SDR 28 SADDLE BRANCH SEWER MAIN 'A' 'A' TOP VIEW IN NEW SUBDIVISIONS THE SANITARY SEWER AND WATER SERVICE CONNECTIONS ARE TO BE INSTALLED IN COMMON TRENCHES AS PER STANDARD DETAILS KS-175 AND KS-176. IN NEW SUBDIVISIONS ALL CONNECTIONS TO THE SEWERS ARE TO BE MADE WITH A FACTORY MANUFACTURED TEE. FOR CONNECTIONS TO EXISTING SANITARY SEWERS, OTHER THAN P.V.C. OR A.B.S. TRUSS PIPE, A SADDLE CONNECTION MAY BE USED. MORTAR-ON SADDLES TO BE USED ON CONCRETE PIPE GREATER THAN 450mm Ø. CONNECTIONS TO EXISTING P.V.C. SEWERS ARE TO BE MADE WITH A FACTORY MANUFACTURED TEE. CONNECTIONS TO EXISTING A.B.S. PIPE ARE TO BE MADE WITH A SOLVENT WELDED SADDLE. 45 STRAP ON SADDLE TO BE USED ON SEWERS OTHER THAN P.V.C. OR A.B.S. TRUSS PIPE, WHEN LATERAL INTERSECTS SEWER MAIN AT AN ACUTE ANGLE. 4. THE SEWER CONNECTION SHALL BE LAID FROM THE MAIN TO 1.5m BEYOND THE PROPERTY LINE IN NEW SUBDIVISIONS ONLY. 5. THE ENDS OF ALL SEWER PIPE MUST BE MACHINED. ALL CUTTING AND MACHINING TO BE DONE BY THE CONTRACTOR. 6. A COUPLING SHALL BE INSTALLED AT DEAD ENDS AND SHALL BE PLUGGED USING A WATER TIGHT PLUG. 7. DEFLECTIONS AT PIPE JOINTS IS NOT TO EXCEED 3 IE. 8. PIPE COUPLING TO BE 'RING-TITE' OR EQUIVALENT P.V.C. BELL AND SPIGOT JOINT WITH RUBBER GASKETS. 9. REFER TO STANDARD KS-180 FOR BEDDING REQUIREMENTS FOR P.V.C. SERVICE CONNECTIONS. 10. WHEN MORTAR-ON SADDLES ARE USED, A MACHINE CUT OPENING IS TO BE MADE IN THE SANITARY SEWER WITH A CORING MACHINE. 11. ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT WHERE NOTED. SANITARY SEWER HOUSE CONNECTIONS (125 & 150mm PIPE) DATE OF NOV JAN KS-190

13 CENTRELINE PAVEMENT ELEVATION CENTRE OF ROAD ALLOWANCE 2.0m MAXIMUM O.D mm MIN. 150mm MIN. CENTRELINE OF MAIN SEWER O.B mm MIN P.V.C. SWEEP BEND, S.D.R. 28 MINIMUM 75mm P.V.C. PIPE S.D.R. 28 TYPE '1' BEDDING UNDISTURBED GROUND FACTORY MANUFACTURED 'T' H.L. 8 BLEND CLEARSTONE SANITARY SEWER RISER CONNECTION - LESS THAN 5.0m DEEP mm MAXIMUM DEFLECTION FOR EVERY 4.0m LENGTH OF PIPE MINIMUM 2% GRADE MAXIMUM 10% GRADE PROPERTY LINE 2.5m MINIMUM 3.0m MAXIMUM SEE NOTE 3 RISER CONNECTIONS TO BE USED WHEN MAIN SEWER DEPTH IS GREATER THAN 4.5m FROM CENTRELINE PAVEMENT ELEVATION TO OBVERT OF MAIN SEWER. RISER CONNECTION TO BE USED WHEN WALLS OF EXCAVATION ARE FROM VERTICAL. IN NEW SUBDIVISIONS, THE SEWER CONNECTION SHALL BE LAID FROM THE MAIN TO 1.5m BEYOND THE PROPERTY LINE AND PLUGGED WITH CROWLE - 125mm x 125mm TEST FITTING. 4. ALL CUTTING AND MACHINING TO BE DONE BY CONTRACTOR. 5. 'KWICK' COUPLING OR EQUAL SHALL BE USED WHEN CONNECTION IS MADE TO EXISTING LATERAL. 6. ALL DIMENSIONS IN MILLIMETERES EXCEPT WHERE NOTED. PAVEMENT ELEVATION CENTRE OF ROAD ALLOWANCE CENTRELINE OF MAIN SEWER 45 SWEEP BEND P.V.C. PIPE S.D.R mm MAXIMUM DEFLECTION FOR EVERY 4.0m LENGTH OF PIPE PROPERTY LINE 2.5m MINIMUM 3.0m MAXIMUM VARIES SWEEP BEND TYPE '1' BEDDING CONTROLLED SETTLEMENT JOINT UNDISTURBED GROUND MINIMUM 2% GRADE MAXIMUM 10% GRADE SEE NOTE 3 150mm MIN. MINIMUM 75mm 22.5 SWEEP BEND RISER CONNECTIONS TO BE USED WHEN MAIN SEWER DEPTH IS GREATER THAN 4.5m FROM CENTRELINE PAVEMENT ELEVATION TO OBVERT OF MAIN SEWER. RISER CONNECTION TO BE USED WHEN WALLS OF EXCAVATION ARE FROM VERTICAL. O.D mm MIN. FACTORY MANUFACTURED TEE (SEE NOTE 7) H.L. 8 BLEND CLEARSTONE 3. IN NEW SUBDIVISIONS, THE SEWER CONNECTION SHALL BE LAID FROM THE MAIN TO 1.5m BEYOND THE PROPERTY LINE AND PLUGGED WITH WATERTIGHT PLUG. 4. ALL CUTTING AND MACHINING TO BE DONE BY CONTRACTOR. O.B mm MIN. SANITARY SEWER RISER CONNECTION - DEEP LATERAL SANITARY SEWER RISER CONNECTIONS FOR RESIDENTIAL DEVELOPMENT COUPLING SHALL BE USED WHEN CONNECTION IS MADE TO AN EXISTING LATERAL. 'WHEN CONNECTING TO AN EXISTING SANITARY SEWER, CRUSHER RUN LIMESTONE IS TO EXTEND FROM SPRINGLINE OF THE SEWER TO TOP OF SWEEP BEND. 7. A CONTROLLED SETTLEMENT JOINT IS TO BE USED ON RISERS OVER 5.0m HIGH. DATE OF MAR JAN KS-191

14 ROAD ALLOWANCE PRIVATE PROPERTY 100mm - 150mm SWING CAP (SEE NOTE 2) PROPERTY LINE BELL CLEANOUT SEE DETAIL 'A' 125mm PIPE 22.5 RADIUS BENDS H.L. 8 STONE FOR P.V.C. PIPE PLAN 162mm 'Y' BRANCH RUBBER GASKET 92mm GALVANIZED OR BRASS 100m MINIMUM 125mm PIPE ROAD ALLOWANCE SURFACE CLEANOUT PRIVATE PROPERTY PROFILE DETAIL 'A' 125mm Ø PIPE PLAN LATERALS AND CLEAN-OUTS SHALL NOT BE LOCATED IN DRIVEWAYS. 3. FITTINGS ARE TO BE CAST IRON (CROWLE) OR PVC EQUIVALENT (PER ROYAL INSPECTION CHAMBER). METAL CAP, OR PVC CAP SUITABLE FOR THE RISER PIPE WITH A METALLIC MASS, IS ACCEPTABLE. 4. SURFACE CLEAN-OUTS SHALL BE USED ON SERVICE LATERALS 30 m LONG (OR GREATER), OR AS DIRECTED. 5. ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED. PROFILE RUNNING CLEANOUT SANITARY SEWER CLEANOUTS DATE OF JUNE 2016 JAN KS-193

15 ALTERNATE CONNECTION LOCATION FLOW CLEAN-OUT PIPE AT MIN 2% GRADE LONG RADIUS BEND TO SUIT LATERAL WYE TYPICAL PLAN PROPERTY LINE CENTRELINE OF MAIN SEWER WATER TIGHT CAP DETECTABLE WITH METAL DETECTOR SEE NOTE 3 CAP OR PLUG WITH RUBBER RING JOINT MIN 2.50mm COVER AT THE PROPERTY LINE OR SUFFICIENT TO PICK UP BASEMENT PLUMBING 1m 125mm-MINIMUM 2% GRADE MAXIMUM 10% GRADE COMPACTED BEDDING MATERIAL MIN. DEPTH 100mm BELOW PIPE ELEVATION RISER CONNECTIONS TO BE USED ONLY WHERE SERVICE IS GREATER THAN 2M ABOVE WYE INVERT OR WHERE MINIMUM SERVICE CONNECTION TO BE 125mm IN DIAMETER. ONLY THE SANITARY SERVICE REQUIRES A CLEANOUT AT THE PROPERTY LINE. SEE KS-193 FOR DETAILS OF CLEAN-OUT. SANITARY SEWER CONNECTIONS FOR RESIDENTIAL DEVELOPMENT DATE OF JUNE 2016 JAN KS-194

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17 20.0 R.O.W C L CONSTRUCTION (TYP.) CONCRETE SIDEWALK (TYP.) 2% 0.5 HYDRO VAULT 5% MAX. 2% MIN. 0.3m 40mm ASPHALT SURFACE COURSE HL 3 2% 50mm ASPHALT BINDER COURSE HL 8 CONCRETE CURB & GUTTER OPSD (TYP.) 2% HYDRANT VALVE BOX 5% MAX. 2% MIN. 0.3m CONCRETE SIDEWALK (TYP.) 2% 0.6 FIN. PAV'T GRADE PLUS 0.15 MIN. PLUS 0.30 MAX. CURB STOP SOUTH OR WEST STREETLINE 0.3 GAS (ALTERNATE) 1.6 (JOINT TRENCH) KS mm TOPSOIL & SOD TREE, UTILITY PEDESTAL & STREET LIGHT POLE 400mm 150mm SUBDRAIN 3% 150mm GRANULAR 'A' 300mm GRANULAR 'B' STORM SEWER 1.5 COMMON TRENCH 1.5 3% SANITARY SEWER 150mm SUBDRAIN 400mm WATERMAIN 1.80 MIN COVER TREE, UTILITY PEDESTAL & STREET LIGHT POLE 2.0 (JOINT TRENCH) KS GAS (ALTERNATE) 0.3 NORTH OR EAST STREETLINE ALL DIMENSIONS IN METRES UNLESS NOTED. ALL GRANULAR MATERIALS TO BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. ALL ASPHALT AND GRANULAR DEPTHS SPECIFIED ARE MINIMUM DEPTHS AND ARE SUBJECT TO INCREASE BASED ON SOIL CONDITIONS. BELL, HYDRO, COAXIAL, AND GASMAIN TO BE LOCATED IN COMMON TRENCH. (SEE KS-346) 20.0m LOCAL R.O.W. 8.5m PAVEMENT, SIDEWALK ONE SIDE DATE OF FEB FEB KS-205

18 26.0 R.O.W C L CONSTRUCTION PARKING BAY 1.80 BIKE LANE 3.50 LANE 3.50 LANE 1.50 BIKE LANE CROWN CONCRETE CURB & GUTTER OPSD (TYP.) CONCRETE SIDEWALK (TYP.) 2% 0.70 HYDRO VAULT 5% MAX. 2% MIN. 0.3m(TYP.) 40mm ASPHALT SURFACE COURSE HL 3 40mm ASPHALT SECOND COURSE HL 8 45mm ASPHALT BINDER COURSE HL 8 2% 2% VALVE BOX 0.7 HYDRANT 5% MAX. 2% MIN. 1.8 CONCRETE SIDEWALK (TYP.) 2% 1.0 CURB STOP SOUTH OR WEST STREETLINE 2.50 (JOINT TRENCH) KS TREE, UTILITY PEDESTAL, & STREET LIGHT POLE 400mm (TYP.) 150mm SUBDRAIN 3% 150mm GRANULAR 'A' 380mm GRANULAR 'B' STORM SEWER % SANITARY SEWER WATERMAIN 1.80 MIN COVER TREE & UTILITY PEDESTAL (JOINT TRENCH) KS NORTH OR EAST STREETLINE ALL DIMENSIONS IN METRES UNLESS NOTED. ALL GRANULAR MATERIALS TO BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. ALL ASPHALT AND GRANULAR DEPTHS SPECIFIED ARE MINIMUM DEPTHS AND ARE SUBJECT TO INCREASE BASED ON SOIL CONDITIONS. BELL, HYDRO, COAXIAL, AND GASMAIN TO BE LOCATED IN COMMON TRENCH. (SEE KS-346) 26.0m COLLECTOR ROADWAY 12.5m PAVEMENT WIDTH (BIKE LANES) DATE OF MAR FEB KS-210

19 CONC. S/W R = 18.75m R = 13.0m m A = m R = 20m A = m R = 14.25m 42 42' 22" CATCHBASINS TO BE PLACED AT BEGINNING OF BULB CONC. S/W 0.91m 5.75m 8.5m 5.75m 20m MINIMUM GUTTER SLOPE TO BE 1.00% DETAIL OF GRADING OF BULB AREAS OF CUL-DE-SACS TO BE SHOWN ON PROFILE DRAWINGS. CUL-DE-SAC DRAINAGE TO BE DIRECTED TOWARDS THE BEGINNING OF THE BULB. SIDEWALKS PROVIDED FOR WALKWAY CONNECTIONS AND/OR WHERE 25 UNITS OR MORE. 5. ALL DIMENSIONS ARE IN METRES. TYPICAL CUL-DE-SAC FOR RESIDENTIAL STREETS DATE OF FEB FEB KS-218

20 42.834m R = 24.0m R = 17.5m 46.0m R = 24.0m R = 17.5m R = 60.0m R = 53.5m 6.5m 10.0m 6.5m 23.0m 46.0m SYMMETRICAL 715.5mm R = 45.0m R = 38.5m 1. MINIMUM GUTTER SLOPE TO BE 1.00% DETAIL OF GRADING OF BULB AREAS OF CUL-DE-SACS TO BE SHOWN ON PROFILE DRAWINGS. CUL-DE-SAC DRAINAGE TO BE DIRECTED TOWARDS THE BEGINNING OF THE BULB. ALL DIMENSIONS ARE IN METRES. 6.5m 10.0m 6.5m 23.0m OFFSET TYPICAL CUL-DE-SAC FOR INDUSTRIAL STREETS DATE OF NOV FEB KS-219

21 TURNING CIRCLE PAVEMENT DESIGN: 32mm HL3 ASPHALT SURFACE COURSE 50mm HL8 ASPHALT BINDER COURSE 150mm GRANULAR 'A' 300mm GRANULAR 'B' ROAD EASEMENT FINAL REGISTERED LOT 0.3m RESERVE STREET LINE R = 10.0m R = 12.2m CURB & GUTTER 32.0m R = 10.0m STREET LINE FINAL REGISTERED LOT PROPERTY LINE 32.0m TEMPORARY TURNING CIRCLES SHALL BE USED ONLY FOR PHASING OF RESIDENTIAL SUBDIVISIONS, SUBJECT TO THE TOWNSHIP ENGINEER'S APPROVAL. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES. THE SUBDIVIDER WILL DEPOSIT WITH THE TOWNSHIP AN AMOUNT WHICH THE TOWNSHIP ENGINEER CALCULATES TO BE THE COST OF REMOVING THE TURNING CIRCLE AND CONSTRUCTING THE STANDARD ROAD FROM THE START OF THE TURNING CIRCLE TO THE LIMIT OF THE SUBDIVISION. TEMPORARY TURNING CIRCLE FOR RESIDENTIAL STREETS DATE OF NOV FEB KS-220

22 C OF R.O.W L 35.0 STREET LINE R= CURB 1.5 WIDENING DEFLECTION C OF R.O.W L R=30 90 R1 S R= WIDENING DEFLECTION S ROAD TYPE S (MIN.) RI LOCAL 5 10 COLLECTOR OR INDUSTRIAL CHAINAGE TO BE CALCULATED USING A CENTRELINE RADIUS OF 15m. GUTTER GRADES TO BE DETAILED ON THE ENGINEERING DRAWINGS. MINIMUM GRADE ALONG GUTTER TO BE 0.50%. 3. THE LOCATION OF ANY SIDEWALK IS TO BE DETAILED IN THE ENGINEERING DRAWINGS. 4. ALL CURB RADII ARE TO FACE OF CURBS BOULEVARD WIDTHS ARE TO BE MAINTAINED. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES. TYPICAL ROAD BEND DATE OF MAR FEB KS-224

23 STREET LINE NOTE 5 0.9m 50mm 1.80m 1.80m CONTRACTION JOINT A A EXPANSION JOINT EXPANSION JOINT PLAN VIEW 130mm NORMAL, 180mm AT DRIVEWAYS LONGITUDINAL SECTION 130mm EXPANSION JOINT 130mm OR 180mm 15mm SECTION B-B EXPANSION JOINT DETAIL 40mm 130mm 5mm 130mm OR 180mm SECTION A-A CONTRACTION JOINT DETAIL AS SPECIFIED SOD 6mm ROUND 2% 6mm ROUND SOD 2% MIN. 5% MAX. CURB 90mm SEE NOTE 2 MIN. 100mm GRANULAR 'A' COMPACTED TO 100% STANDARD PROCTOR DENSITY COMPACTED SUBGRADE TO 95% S.P.D. CONCRETE TO BE 30 MPa; 5-7% AIR ENTRAINED WITH A 20mm MAX. AGGREGATE SIZE. FOR COMMERCIAL, INDUSTRIAL, AND APARTMENT DRIVEWAYS, SIDEWALK TO BE REINFORCED WITH 152 x 152 MW 18.7 x MW 18.7 METRIC WELDED WIRE. EXPANSION JOINTS ARE ALSO REQUIRED WHERE THE SIDEWALK ABUTS OTHER CONCRETE STRUCTURE, WALKS, CURBS, UTILITY POLES, HYDRANTS, MANHOLES, AND AT CERTAIN LOCATIONS AT DISCRETION OF THE ENGINEER. CONTRACTION JOINTS TO BE FORMED AFTER THE CONCRETE HAS RECEIVED ITS INITIAL SET. SIDEWALKS 1.5m WIDE ON LOCAL; 1.8m WIDE ON ARTERIAL AND COLLECTOR ROADS. 6. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES BOULEVARD SECTION CONCRETE SIDEWALK DATE OF FEB 2018 FEB KS-231

24 760mm 710mm SIDE VIEW 305mm 610mm 275mm 170mm 305mm TOP VIEW 150mm SPLASH PAD 0.60m MIN. 3% MAX. 185mm 150mm 305mm BEDDING MATERIAL 150mm 305mm TOP VIEW MINIMUM CONCRETE STRENGTH SHALL BE 20 MPa. BEDDING MATERIAL SHALL BE 19mm CLEAR STONE OR EQUIVALENT. SPLASH PADS TO BE USED TO DIRECT DRAINAGE FROM ALL RAINWATER DOWNSPOUTS. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES UNLESS OTHERWISE SPECIFIED. PRECAST CONCRETE SPLASH PAD DETAIL DATE OF NOV FEB KS-302

25 100 x 100 mm POSTS AT 2.4m c/c A 50 x 100mm TOP PLATE 25 x 150 x 1800mm FACER BOARDS (STAGGERED) 1800mm 1350mm 50mm GAP 50 x mm 300mm A SECTION A-A 1200mm 900mm FILL EXCAVATION WITH 20 MPa CONCRETE TOP VIEW SECTION 50mm MAX. 300mm USE CONSTRUCTION GRADE CEDAR, CALIFORNIA RED WOOD OR PRESSURE TREATED LUMBER ONLY. DO NOT USE SPRUCE OR HEMLOCK. ALL FASTENERS AND HANGERS TO BE GALVANIZED. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES. WOOD PRIVACY FENCE DATE OF NOV JUNE KS-313

26 10mm 10mm 5mm 20mm 10mm 10mm 20mm 60mm 60mm 15mm 5mm PIN DETAIL 1.5m (TYP.) 500mm HINGE AND PIN COMPONENTS TO BE GALVANIZED STEEL AND WELDED ONTO SLEEVE PLATE AND POST RESPECTIVELY. PADLOCK TO BE PROVIDED BY TOWNSHIP. 1.2m (TYP.) NOTE: MAXIMUM LONGITUDINAL SLOPE TO BE 8% GALVANIZED STEEL BOLLARD REMOVABLE (SEE DETAIL 'A') SAWCUT JOINT (TYP.) 1.5m 150mm HIGH CONCRETE CURB (TYP.) 100mm 2% 2% TAPER ENDS OF CURB (TYP.) HINGE 40mm DETAIL 'A' 3.0m CONCRETE SIDEWALK (WHEN SPECIFIED ON ENGINEERING DRAWING) DRESSED CURB AS PER STANDARD DRAWING KS mm DIAMETER GALVANIZED STEEL POST WITH GALVANIZED TOP. WHERE GRADES EXCEED 8%, A MAZE SHALL BE DESIGNED AND CONSTRUCTED SUBJECT TO THE TOWNSHIP ENGINEERS APPROVAL CROSS SECTION 100mm 150mm 50mm 1.5m CHAINLINK FENCE INSTALLED AS PER STANDARD DWG. KS mm 3.0m 150mm 450mm R = 50mm 150mm CONCRETE SIDEWALK CONCRETE CURB CENTRELINE OF SWALE (TYPICAL) LOT LINE 1.20m 2% 1.20m SEE DETAIL 'A' 2% LOT LINE 3 1 (TYPICAL) CENTRELINE OF SWALE 1 3 CONCRETE CURB DETAIL (TYPICAL) 1.0m 100mm TOP SOIL AND SOD (TYP.) 150mm CONCRETE CURB SEE DETAIL (TYP.) 1. ALL DIMENSIONS ARE IN MILLIMIETRES OR METRES. 250mm SONO TUBE 250mm 2. SECURITY LIGHTING OF WALKWAYS TO BE PROVIDED. DESIGN OF LIGHTING WILL BE SUBJECT TO APPROVAL BY THE. 3. ALL CONCRETE WORK TO CONFORM TO REQUIREMENT OF OPSD CLASS OF CONCRETE: 25MPa, 5-7% AIR ENTRAINMENT, 20mm MAXIMUM AGGREGATE SIZE. 4. MAXIMUM SAW CUT JOINT SPACING TO BE 4.5m. 5. CONCRETE POST FOOTINGS TO BE SEPARATE FROM CURB. 110mm Ø (INSIDE) GALVANIZED SLEEVE PEDESTRIAN WALKWAY IN URBAN SETTING DATE OF NOV JUNE KS-320

27 STREET SIGNS SIDEWALK 0.5 STOP BAR 0.1 CROSS WALK SIDEWALK REGULATORY SIGN (Ra-1 STOP) 0.6MIN. 2.0 C L STREETLINE CURB CURB SIDEWALK REGULATORY SIGN (Ra-1 STOP) 1.0 NO EXIT SIGN (Wa-31) 1.0 STREETLINE INSTALLATION DETAIL DEAD END LOCATION PLAN 1. REGULATORY/WARNING SIGNS AS PER OHTA REG. 615/616 OR AMENDMENTS THEREOF. 2. STOP SIGNS (Ra-1) POSTS SHALL BE 75mm x 3.66m ALUMINUM COMPLETE WITH TOP CAP. 3. STOP SIGNS SHALL BE BANDED TO THE POST WITH MINIMUM 12.7mm x.76mm STAINLESS STEEL BANDING AND FLARED LEG STAINLESS STEEL BRACKETS (BANDRIT BRACKETS OR EQUIVALENT). 4. ALL OTHER REGULATORY/WARNING SIGNS SHALL BE MOUNTED ON 3.66M 80,000psi U-FLANGE POSTS WHICH HAVE THE TOP 1200mm PUNCHED ON 50mm CENTRES WITH 11mm HOLES. 5. ALL REGULATORY SIGNS SHALL CONFORM WITH THE CURRENT VERSION OF THE ONTARIO TRAFFIC MANUAL (O.T.M). 6. ALL WARNING SIGNS AND INSTALLATIONS SHALL CONFORM WITH THE CURRENT VERSION OF THE O.T.M 7. ALL WARNING AND REGULATORY SIGNS SHALL BE MOUNTED A MINIMUM OF 2.0M ABOVE FINISHED GROUND ELEVATION. 8. ALL REGULATORY AND WARNING SIGN BLANKS SHALL BE ALUMINUM AND BE HIGH DENSITY REFLECTORIZED SURFACES. ALL DIMENSIONS ARE EXPRESSED IN METRES (m) UNLESS OTHERWISE NOTES. TRAFFIC SIGN DETAILS & PAVEMENT MARKINGS DATE OF MAR FEB KS-331

28

29 WARNING NOTE: CIRCLE AND STRIKETHROUGH TO BE RED. ALL DIMENSIONS ARE EXPRESSED IN METRES (m) UNLESS OTHERWISE NOTES. STORMWATER MANAGEMENT FACILITY WARNING SIGN DATE OF MAY 2016 KS-335

30 C L DRIVEWAY D/W WIDTH (VAR.) 100mm TOPSOIL AND SOD (TYP.) mm MIN. PIPE COVER (NOTE 3) 3 1 DIRECTION OF FLOW DITCH INVERT CORRUGATED STEEL RIVETED PIPE AT MINIMUM 1.0% GRADE BARREL LENGTH TO BE D/W WITH PLUS 5.0m. MINIMUM LENGTH SHALL BE 8.5m. MINIMUM DIAMETER SHALL BE 400mm AND THE MINIMUM METAL THICKNESS SHALL BE 1.6mm. 3. THE MINIMUM DEPTH OF COVER SHALL BE 300mm OR DIAMETER OF C.S.P. CULVERT DIVIDED BY 6.0, WHICHEVER IS GREATER. 4. BEDDING FOR C.S.P. CULVERTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH O.P.S.D GRANULAR 'A' BACKFILL SHALL BE PLACED AND COMPACTED TO 100% STANDARD PROCTOR DENSITY. 5. CORRUGATED STEEL PRODUCTS SHALL CONFORM WITH O.P.S.S AND THE REQUIREMENTS OF CAN 3-G HELICAL C.S.P. CULVERTS ARE NOT FOR USE IN THE. 7. ALL NEW DRIVEWAYS ARE TO BE STAKED AS TO THEIR PROPOSED LOCATION AND APPORVED BY THE TOWNSHIP. 8. HOMEOWNERS ARE RESPONSIBLE TO LOCATE ALL UNDERGROUND SERVICE AND UTILITY PLANTS IN THE AREA OF THE DRIVEWAY ENTRANCES, PRIOR TO INSTALLATION. STANDARD DRIVEWAY CULVERT DATE OF JAN KS-340

31 PROPERTY LINE 300mm EXPANSION JOINT DEPRESSED CURB 3.60m MIN. SINGLE DRIVEWAY 6.60m MAX. DOUBLE DRIVEWAY EXPANSION JOINT 3.0m MIN. SINGLE DRIVEWAY 6.0m MAX. DOUBLE DRIVEWAY CONCRETE SIDEWALK CONTRACTION JOINT 300mm EXPANSION JOINT PLAN VIEW PROPERTY LINE 2% MIN. 5% 8% MAX. 1% MIN. 8% MAX. LIMIT OF APPROACH PAVING 50mm MIN. ASPHALT HL3 155mm MIN. GRANULAR 'A' OR 100mm OF 20mm SIZED C.R. LIMESTONE COMPACTED SUBGRADE TYPICAL SECTION ON STREETS WITHOUT SIDEWALK 2% MIN. 8% MAX. CONCRETE SIDEWALK 2% 2% MIN. 5% MAX. 1% MIN. 8% MAX. 50mm MIN. ASPHALT HL3 155mm MIN. GRANULAR 'A' OR 100mm OF 20mm SIZED C.R. LIMESTONE COMPACTED SUBGRADE LIMIT OF APPROACH PAVING TYPICAL SECTION ON STREETS WITH SIDEWALK 180mm WIRE MESH RENIFORCING PROPERTY LINE ALL DIMENSIONS ARE IN MILLIMETRES OR METRES. FIRE HYDRANTS, TRANSFORMERS, AND UTILITY PEDESTALS TO BE LOCATED A MINIMUM OF 3.0m FROM ANY DRIVEWAY. 3. STREETLIGHTS TO BE LOCATED A MINIMUM OF 1.5m FROM ANY DRIVEWAY. DRIVEWAY APPROACH PAVING FOR RESIDENTIAL DRIVEWAYS DATE OF MAY 2016 FEB KS-341

32 EXPANSION JOINT EXPANSION JOINT 1.2m 150mm HIGH CONCRETE BARRIER CURB CONTRACTION JOINT EXPANSION JOINT DEPRESSED CURB 11.4m MAXIMUM NOTE: AN EXISTING SIDEWALK OF LESS THAN 180mm THICKNESS ACROSS THE PROPOSED DRIVEWAY IS TO BE REMOVED AND REPLACED WITH A 180mm THICK SIDEWALK. NEW SIDEWALK TO BE REINFORCED WITH 152 x 152 MW 18.7 x MW 18.7 WELDED WIRE FABRIC. EXPANSION JOINT SIDEWALK EXPANSION JOINT CONCRETE PROPERTY LINE 9.0m MAX. CONTRACTION JOINT 150mm HIGH CONCRETE BARRIER CURB 1.2m EXPANSION JOINT EXPANSION JOINT PLAN VIEW COMMERCIAL, LIGHT INDUSTRIAL, APARTMENTS: 45mm ASPHALT BASE COURSE HL3 50mm ASPHALT BASE COURSE HL8 150mm GRANULAR 'A' 225mm GRANULAR 'B' OR 200mm CRUSHER RUN LIMESTONE 2% MIN. 6% MAX. LIMIT OF APPROACH PAVING TYPICAL SECTION ON STREETS WITHOUT SIDEWALK 40mm ASPHALT SURFACE COURSE HL3 75mm ASPHALT BASE COURSE HL8 150mm GRANULAR 'A' 300mm GRANULAR 'B' OR 235mm CRUSHER RUN LIMESTONE HEAVY INDUSTRIAL PROPERTY LINE 2% MIN. 6% MAX. LIMIT OF APPROACH PAVING CONCRETE SIDEWALK 2% 2% MIN. 5% MAX. TYPICAL SECTION ON STREETS WITH SIDEWALK HEAVY INDUSTRIAL: 40mm ASPHALT SURFACE COURSE HL3 75mm ASPHALT BASE COURSE HL8 235mm CRUSHER RUN LIMESTONE OR 150mm GRANULAR 'A' 300mm GRANULAR 'B' 180mm WIRE MESH RENIFORCING PROPERTY LINE COMMERCIAL, LIGHT INDUSTRIAL, APARTMENTS SEE DRIVEWAY DESIGN ABOVE 1. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES. DRIVEWAY APPROACH PAVING FOR COMMERCIAL, INDUSTRIAL, & APARTMENTS DATE OF NOV FEB KS-342

33 S/W CURB TRANSFORMER, PEDESTAL, OR VAULT C L CONDUIT FOR BROADBAND 300mm MIN. 2% MIN (TYP) LIGHTPOLE 1.20 MIN LIGHTING CONDUITS COMMUNICATION CABLES / FIBRE OPTIC CLEAN MASONRY SAND PRIMARY & SECONDARY HYDRO AS PER HYDRO ONE REQUIREMENTS UNDISTURBED SOIL OR WELL COMPACTED NATIVE BACKFILL 1.00 (TYP) 2.50 NATIVE BACKFILL CAUTION TAPE 0.30 MIN. GAS MAIN (LOC.1) 0.30 MIN. GAS MAIN (LOC. 2) NOTES *DENOTES 26m R.O.W. (REFER TO WS-103 & WS-104 FOR DIMENSIONS AND ROAD DETAILS). 1. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. 2. ALL SEPARATIONS TO BE AS PER OPSD STREETLIGHT WIRE DUCT MAY BE INSTALLED AT A REDUCED DEPTH UP TO A MINIMUM DEPTH OF 600mm. 4. GAS MAIN TO BE INSTALLED IN LOC. 1 SUBJECT TO AGREEMENT AND APPROVAL BY THE TOWNSHIP AND GAS UTILITY. 5. CONDUIT FOR FUTURE BROADBAND SHALL BE 75mm DIA. RIGID PVC WITH A WALL THICKNESS OF 5.5mm. DATE OF DEC 2015 KS-346

34 PROPERTY ELEVATION AT REAR LOT CORNER REAR LOT DRAINAGE SWALE (IF APPLICABLE) N SWALE EXISTING ELEVATION AT REAR LOT CORNER LOT NUMBER HOUSE NUMBER DIRECTION OF REAR LOT DRAINAGE SPECIFIED REAR HOUSE GRADE (IF APPLICABLE) BREAK POINT ELEVATION EXISTING CONTOUR ELEVATION FOUNDATION WALL SPECIFIED LOT GRADE INDICATE APPROPRIATE GRADING STANDARD (R/S, B/S, W/O) D/W GRADE PROPERTY ELEVATION AT STREET CONCRETE SIDEWALK EXISTING ELEVATION AT STREET PROPOSED CENTRELINE ROAD ELEVATIONS AT EVEN 20.00m STATIONS AND ALL LOT CORNERS CONCRETE SIDEWALK 1. ALL CATCHBASINS LOCATIONS TO BE SHOWN ON GRADING PLAN. 2. ALL EASEMENTS MUST BE SHOWN ON GRADING PLAN. 3. THIS LEGEND MUST APPEAR ON ALL GRADING PLANS. 4. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES UNLESS OTHERWISE SPECIFIED. 5. PROVIDE LOT GRADING CERTIFICATE BY DEVELOPER'S ENGINEER IN ACCORDANCE WITH SUBDIVISION AGREEMENT REQUIREMENTS. 6. PROVIDE MAIN FLOOR AND BASEMENT ELEVATIONS. 7. SPECIFY PROPOSED GRADES ON ALL SWALES. 8. IDENTIFY PROPOSED LOCATION AND DIMENSIONS OF PRIMARY AND RESERVE SEPTIC TILE BED AREAS AND APPROVAL CERTIFICATE OF YORK REGION HEALTH UNIT. 9. PROVIDE REGISTERED PLAN NUMBER ON GRADING PLAN. 10. REFER TO SECTION F FOR ALL OTHER REQUIREMENTS. TYPICAL LEGEND FOR LOT GRADING PLAN DATE OF NOV FEB KS-400

35 STREETLINE C L STREETLINE FLOWS TO BE CARRIED AROUND HOUSE IN DEFINED SWALES LOCATED BESIDE LOT LINES. PLAN 2% MIN. SWALE GRADE BEHIND APPROX. LOCATION OF FLOW DIVISION POINT VARIES WITH ROAD GRADE TO SUIT SPECIFIED LOT GRADE FRONT LOT ELEVATION OF CORNER 150mm MIN. 300mm MAX. F.F 6% MAX. 3:1 MAX. 2.0% MIN. 2% MIN. SIDE YARD SWALE 150mm MIN. SETBACK HOUSE DEPTH 3.0m MIN. ELEVATION 6.0m MIN. REAR LOT LINE 1. SPECIFIED LOT GRADE SHALL BE MIN. 300mm ABOVE THE HIGHEST FRONT LOT CORNER. 2. DRIVEWAYS ARE NOT TO BE USED AS AN OUTLET FOR ANY SIDE YARD SWALE. 3. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES UNLESS OTHERWISE SPECIFIED. FRONT LOT DRAINAGE DATE OF NOV FEB KS-401

36 STREETLINE C L STREETLINE DRAINAGE SWALE. IF NOTED, MIN. GRADE TO BE 2.0% PLAN SPECIFIED LOT GRADE FRONT LOT ELEVATION OF CORNER REAR LOT LINE 150mm MIN. 300mm MAX. F.F 5.0% MAX. 2.0% MIN. 2% MIN. SIDE YARD SWALE 150mm MIN. 3:1 MAX. H SETBACK HOUSE DEPTH 6.0m MIN. 1.50m MIN. 3:1 MAX. ELEVATION NOTE: IF ATTACHED GARAGE IS CONSTRUCTED, THEN REAR YARD SLOPE MAY COMMENCE AT REAR WALL OF GARAGE 1. SPECIFIED LOT GRADE SHALL BE MIN. 300mm ABOVE THE HIGHEST FRONT LOT CORNER. 2. DRIVEWAYS ARE NOT TO BE USED AS AN OUTLET FOR ANY SIDE YARD SWALE. 3. 'H' DIMENSION TO BE 1.80m MAX. UNLESS UNDISTURBED EXISTING SLOPE. TERRACE CAN BE ELIMINATED ON SLOPES OF 4:1 OR LESS. 4. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES UNLESS OTHERWISE SPECIFIED. REAR LOT DRAINAGE DATE OF NOV FEB KS-402

37 STREETLINE C L STREETLINE DRAINAGE SWALE. IF NOTED, MIN. GRADE TO BE 2.0% PLAN SPECIFIED LOT GRADE FRONT LOT ELEVATION OF CORNER SPECIFIED REAR HOUSE GRADE 2.10m FOR WALKOUT (MAX.) 1.20 FOR BACKSPLIT (MAX.) REAR LOT LINE 150mm MIN. 300mm MAX. 2% MIN. SIDE YARD SWALE F.F 150mm MIN. 5.0% MAX. 2.0% MIN. 3:1 MAX. H SETBACK HOUSE DEPTH 6.0m MIN. 1.50m MIN. 3:1 MAX. ELEVATION 1. SPECIFIED LOT GRADE SHALL BE MIN. 300mm ABOVE THE HIGHEST FRONT LOT CORNER. 2. 'H' DIMENSION TO BE 1.80m MAX. UNLESS UNDISTURBED EXISTING SLOPE. TERRACE CAN BE ELIMINATED ON SLOPES OF 4:1 OR LESS. 3. REAR HOUSE GRADE MUST ALSO BE SPECIFIED ON LOT GRADING PLANS WHEN THIS HOUSE TYPE IS PROPOSED. 4. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES UNLESS OTHERWISE SPECIFIED. REAR LOT DRAINAGE FOR WALKOUT OR BACKSPLIT OUT DATE OF NOV FEB KS-403

38 STREETLINE C L STREETLINE PLAN SPECIFIED LOT GRADE 2% MIN. SIDE YARD SWALE SPECIFIED REAR HOUSE GRADE FRONT LOT ELEVATION OF CORNER 150mm MIN. 300mm MAX. SETBACK 3:1 MAX. F.F 1.80m MAX. HOUSE DEPTH 3.0m MIN. 150mm MIN. 6.0% MAX. 6.0m MIN. 3:1 MAX. 2.0% MIN. REAR LOT LINE ELEVATION 1. SPECIFIED LOT GRADE SHALL BE MIN. 300mm ABOVE THE HIGHEST FRONT LOT CORNER. 2. DRIVEWAYS ARE NOT TO BE USED AS AN OUTLET FOR ANY SIDE YARD SWALE. 3. REAR HOUSE GRADE MUST ALSO BE SPECIFIED ON LOT GRADING PLANS WHEN THIS HOUSE TYPE IS PROPOSED. 4. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES UNLESS OTHERWISE SPECIFIED. FRONT LOT DRAINAGE FOR FRONT SPLIT HOUSE DATE OF NOV FEB KS-404

39 ACCEPTED TO BE IN GENERAL CONFORMANCE WITH THE STANDARDS THIS ACCEPTANCE IS NOT TO BE CONSTRUED AS VERIFICATION OF ENGINEERING CONTENT Engineering Department DATE: TOWNSHIP ENGINEER Region of York Date: S No. Revision Date By Approved CORPORATION OF THE SUBDIVISION NAME STREET OR EASEMENT LIMITS CONSULTANTS NAME, ADDRESS AND TELEPHONE No. Scale Project No: Drawn By: Drawing No: ENGINEERS STAMP Designed By: Checked By: Date: 1. THE ABOVE TITLE BLOCK MUST APPEAR ON CONTRACT DRAWINGS. 2. "" BLOCKS MUST APPEAR ON DRAWINGS IN A POSITION WHICH WILL NOT RESTRICT TABLE. DRAWING TITLE BLOCK DATE OF NOV FEB KS-500

40 1.5m (5.0') FINIAL LED FIXTURE (BLACK) 0.15m (6") SCROLL ARM (BLACK) OCTAGONAL BLACK CONCRETE POLE (ACRYLIC COATED) 9.1m (30.0') 1.5m 7.60m (5.0') (25.0') HAND HOLE & COVER PLATE FACING SIDEWALK NATIVE BACKFILL 0.3m (12.0") 1.65m (5.5') 1.05m (3.5') NAME PLATE 0.45m 1.2m (18.0") (4.0') GRADE 2-50mm x 100mm APERTURES LIMESTONE SCREENINGS COMPACTED TO 100% PROCTOR DENSITY 75mm 75mm 1. DIMENSIONS ARE TYPICAL AND SUBJECT TO ADJUSTMENT TO SUIT SPECIAL LIGHTING DESIGN. 2. SEE SECTION J FOR DETAILS AND SPECIFICATIONS TYPICAL POLE & LUMINAIRE (DECORATIVE) DATE OF FEB AUG KS-701

41 VERTICAL TRENCHING ACROSS PAVED AREAS AND WHERE ELSE REQUIRED GRADE H 1.80m MINIMUM SEE NOTE SEE NOTE BACKFILL ZONE E 300mm MIN. Bc 1200mm MAXIMUM SEE NOTE 5 BEDDING ZONE CLASS B Lf = 1.9 (FOR CONCRETE PRESSURE PIPE WATERMAINS) Bd d 100mm MIN. CLASS D Bd SAND BACKFILL COMPACTED TO 98% STANDARD PROCTOR DENSITY (S.P.D.) Bc 0.5 Bc Bc DRY TRENCH 20mm CRUSHER RUN LIMESTONE COMPACTED TO 98% S.P.D. WET TRENCH HL8 BLEND OF CRUSHED CLEAR STONE SAND BACKFILL COMPACTED TO 98% PROCTOR DENSITY d (100mm MIN.) Bd CLASS F (FOR P.V.C. WATERMAINS ONLY) CLEAN DRY EARTH, FREE FROM LUMPS, COMPACTED TO 98% S.P.D. TRACE WIRE-No.12 GAUGE STANDARD C.S.A. TYPE T.W.H. TAPED TO THE WATERMAIN WITH FIBERGLASS TAPE 20mm CRUSHER RUN LIMESTONE COMPACTED TO 98% PROCTOR DENSITY ALL VALVES AND FITTINGS TO BE COMPLETELY BACKFILLED WITH 20mm CRUSHER RUN LIMESTONE Bc Bc 100 LEGEND Bc = OUTSIDE DIAMETER Bd = WIDTH OF TRENCH = Bc m WITH MINIMUM 0.90m = Bc + WIDTH OF SHORING m d = DEPTH OF BEDDING MATERIAL BELOW PIPE H = BACKFILL COVER ABOVE TOP OF PIPE ALL DIMENSIONS ARE IN MILLIMETRES OR METRES. ALL BACKFILL MATERIAL TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY. PVC PRESSURE PIPE STANDARD DIMENSION RATIO NOT TO EXCEED SDR CONNECTORS USED FOR SPLICING TRACER WIRES SHALL BE WING NUT TYPE WITH NYLON SHELL AND NON-CORROSIVE STEEL WIRE SPRING. 4. TRENCH DIMENSIONS AND SLOPING OF WALLS TO BE UNDERTAKEN IN ACCORDANCE WITH REQUIREMENTS OF THE OCCUPATIONAL HEALTH AND SAFETY ACT, AS AMENDED. WATERMAIN TRENCH AND BEDDING DETAILS DATE OF NOV FEB KS-801

42 20 MPa CONCRETE HIGHWATER LINE SHORELINE WATERCOURSE WATERCOURSE WATERMAIN SHORING PLAN 0.90m MINIMUM TRENCH WIDTH WATER LEVEL WATER LEVEL 1.80m MINIMUM COVER 225 MINMUM 300 MINMUM BOTTOM OF WATERCOURSE HL8 BLEND CRUSHED CLEAR STONE COMPACTED TO 98% PROCTOR DENSITY 20 MPa CONCRETE SLAB WATERMAIN 225 MINMUM HL8 BLEND CRUSHED CLEAR STONE COMPACTED TO 98% PROCTOR DENSITY SHORING ELEVATION 1. ALL SLOPING MUST BE CUT OFF AT CREEK BED WHEN CONSTRUCTION IS COMPLETED. 2. VALVES WILL BE PROVIDED AT BOTH ENDS OF WATER CROSSING ABOVE THE HIGHWATER LINE AT THE DISCRETION OF THE TOWNSHIP ENGINEER. 3. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES UNLESS OTHERWISE SPECIFIED. WATERMAIN TRENCH DETAIL UNDER WATERCOURSE DATE OF NOV FEB KS-802

43 JOINT TO BE MECHANICALLY RESTRAINED (REFER TO NOTE 1 FOR METHOD OF RESTRAINING JOINTS) GLAND RING 50mm TAPPED TEE MINIMUM mm Ø PEX 50mm CURB STOP & DRAIN MUELLER No. H15182 OR AN EQUIVALENT 50mm Ø GALVANIZED IRON PIPE SCHEDULE 40 MIN MAX. 600 WIDTH OF TRENCH 20mm CRUSHER RUN LIMESTONE COMPACTED TO 95% PROCTOR DENSITY AND THRUST BLOCK PLAN TABLE 1 PIPE SIZE MIN. RESTRAINED LENGTH (m) CAN. VAL SERIES HEAVY SERVICE BOX OR EQUAL 50 MAX 3.17mm Ø HOLE 50mm BRASS CAP OR GALVANIZED IRON (SEE NOTE 3) VALVE BOX MIN. 50mm Ø GALVANIZED IRON PIPE SCHEDULE 40 50mm CURB STOP & DRAIN MUELLER No. H15182 OR AN EQUIVALENT DRAIN PORT 300 MIN. 50mm Ø PEX WATERMAIN 20mm CRUSHER RUN LIMESTONE 250mm CONCRETE BLOCK ELEVATION 1. JOINTS ON PVC MAIN ARE TO BE RESTRAINED USING UNI-FLANGE SERIES 1300 RESTRAINER (OR EQUAL). 2. ALL JOINTS ENCOUNTERED WITHIN THE SPECIFIED RESTRAINING LENGTH ON TABLE 1, FROM THE FIRST RESTRAINED JOINT SHALL BE RESTRAINED THREADS ON CAP TO BE GREASED AND CAP TO BE INSTALLED LOOSELY. BLOW-OFF AND TAPPED TEE TO BE COMPLETELY BACKFILLED WITH HL8 STONE. ALL DIMENSIONS ARE IN MILLIMETRES. 50mm BLOWOFF FOR WATERMAIN WITH MECHANICALLY RESTRAINED JOINTS DATE OF OCT FEB KS-803

44 TRENCH WIDTH O.D. + MINIMUM 600 FINISHED GRADE EXCAVATED BACKFILL COMPACTED TO 95% PROCTOR DENSITY MINIMUM 1500 MINIMUM SAND EXTRUDED POLYSTYRENE INSULATION (STYROFOAM HI 40 OR EQUIVALENT) SAND BACKFILLED TO 98% PROCTOR DENISTY WATERMAIN BEDDING MATERIAL AS SPECIFIED ON CONTRACT DRAWINGS INSULATION OF NEW SERVICES EXCAVATED BACKFILL COMPACTED TO 95% PROCTOR DENSITY FINISHED GRADE 362.9mm W H SAND W 100 EXTRUDED POLYSTYRENE INSULATION (STYROFOAM HI 40 OR EQUIVALENT) 75 O.D. 150 SAND BACKFILL COMPACTED TO 98% PROCTOR DENSITY O.D. EXISTING GROUND BELOW SPRINGLINE OF THE PIPE NOT TO BE DISTURBED H >= 1350 WATERMAIN H < 1350 INSULATION OF EXISTING SERVICES W = O.D. + 2(1500-H) OR O.D mm WHICHEVER IS GREATER WHERE: W = INSULATION WIDTH O.D. = OUTSIDE DIAMETER OF PIPE TO BE INSULATED H = DEPTH OF PIPE TO BE INSULATED (MINIMUM = 1200mm) 1. ALL DIMENSIONS ARE IN MILLIMETRES. METHODS OF INSULATING WATERMAINS DATE OF NOV JAN KS-804

45 WIDTH OF TRENCH TIMBER OR STEEL BEAM OF ADEQUATE SIZE GROUND ELEVATION TEMPORARY HANGERS GRANULAR C MIN. 300 DO NOT REMOVE HANGERS UNTIL BACKFILLING OPERATIONS REACH THIS POINT GRANULAR C CLEARANCE GREATER THAN 1200 MIN. 600 MIN. 600 MAX MINIMUM 300 EXISTING SEWER OR WATERMAIN HL8 BLEND CRUSHED CLEAR LIMESTONE COMPACTED TO 95% PROCTOR DENSITY O.D H O.D. H CONCRETE SLAB 15 MPa AT 28 DAYS NEW SEWER OR WATERMAIN CLEARANCE GREATER THAN 1200 WIDTH OF TRENCH TIMBER OR STEEL BEAM OF ADEQUATE SIZE GROUND ELEVATION TEMPORARY HANGERS GRANULAR C EXISTING SEWER OR WATERMAIN 300 O.D DO NOT REMOVE HANGERS UNTIL BACKFILLING OPERATIONS REACH THIS POINT O.D. CLEARANCE NOT GREATER THAN 1200 HL8 BLEND CRUSHED CLEAR LIMESTONE COMPACTED TO 95% PROCTOR DENSITY O.D H H NEW SEWER OR WATERMAIN SECTION LONGITUDINAL SECTION CLEARANCE NOT GREATER THAN ALL DIMENSIONS ARE IN MILLIMETRES. SUPPORTS FOR WATERMAINS AND SEWERS CROSSING WATERMAIN TRENCHES DATE OF NOV JAN KS-805

46

47 A SEE TABLE 1 SEE TABLE 1 RESTRAINED JOINT 20mm CRUSHER RUN LIMESTONE COMPACTED TO 95% PROCTOR DENSITY TRENCH WIDTH PIPE O.D. 300 MIN. O.D. A SEE TABLE 2 HORIZONTAL DEFLECTION 75 SECTION A-A 300 MIN. SEE TABLE 2 B RESTRAINED JOINT C SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 20mm CRUSHER RUN LIMESTONE COMPACTED TO 95% PROCTOR DENSITY CLEAR STONE FOUNDATION AS REQUIRED, SEE NOTE 5 DOWNWARD THRUST VERTICAL DEFLECTION 20mm CRUSHER RUN LIMESTONE COMPACTED TO 95% PROCTOR DENSITY SEE TABLE 1 B TRENCH WIDTH TRENCH WIDTH PIPE O.D. SECTION B-B TRENCH BED 150 O.D ALL JOINTS ENCOUNTERED WITHIN THE SPECIFIED RESTRAINING LENGTH OF BOTH SIDES OF DEFLECTION SHALL BE RESTRAINED. 2. REFER TO OPSD FOR JOINT RESTRAINING DETAIL. 3. GRANULAR THRUST BLOCKS SHALL BE FULLY EXTENDED AND COMPACTED AGAINST TRENCH WALLS. 4. GRANULAR THRUST BLOCKS SHALL BE ENCLOSED WITH FILTER FABRIC IF GROUND WATER TABLE IS ABOVE THE TRENCH BED OR IF GROUND WATER IS SEEPING THROUGH TRENCH WALLS. 5. IF THE BEARING CAPACITY OF TRENCH BED RESISTING DOWNWARD THRUST IS LESS THAN 100 KN/m2, CLEAR STONE FOUNDATION SHALL BE PROVIDIED AS REQUIRED. 6. CORROSION PROTECTION SHALL ALSO BE PROVIDED. 7. ALL DIMENSIONS IN MILLIMETRES. DEFLECTION ANGLE TRENCH BED TABLE No. 1 C SEE TABLE 2 PIPE DIAMETER PIPE O.D. SECTION C-C UPWARD THRUST 300 MIN. O.D. 75 PIPE DATA DOWNWARD THRUST TABLE 2 MINIMUM RESTRAINING LENGTH (m) VERTICAL DELFECTION UPWARD THRUST HORIZONTAL DEFLECTION JOINT RESTRAINING LENGTH (IN COMBINATION WITH GRANULAR THRUST BLOCK) FOR P.V.C. PIPE JAN DATE OF NOV KS-830

48 FINISHED GRADE 3-PIECE 135mm Ø SLIDE TYPE VALVE BOX 50mm OPERATING NUT OPENING COUNTER CLOCKWISE GUIDE PLATE NON-RISING STEM IRON BODY, BRONZE MOUNTED RESILIENT SEAT GATE VALVE, MECHANICAL JOINT ENDS CONFORMING TO A.W.W.A. C.509 GLAND RING 20mm CRUSHER RUN LIMESTONE GASKET 150mm MIN. 20mm CRUSHER RUN LIMESTONE SLIDE TYPE SOLID CONCRETE BLOCK 1. VALVE BOX TO BE ADEQUATELY BRACED WHILE BACKFILLING AND MUST REMAIN PLUMB. 2. VALVE BOX EXTENSION TO BE USED ONLY IF REQUIRED. 3. A 50x100x1500 MARKER STAKE PAINTED BLUE SHALL BE INSTALLED BESIDE EACH VALVE AT THE TIME OF INSTALLATION. 4. ALL DIMENSIONS ARE IN MILLIMETRES. 5. VALVE TO BE COMPLETELY BACKFILLED WITH 20mm CRUSHER RUN LIMESTONE. 6. CORROSION PROTECTION SHALL ALSO BE PROVIDED. 150mm TO 250mm DIAMETER GATE VALVE & BOX DATE OF NOV FEB KS-840

49

50

51 COMBINATION AIR AND VALVE CHAMBER DATE OF NOV OCT KS-844

52 WATER METER INSTALLATION IN CHAMBER (FOR COMBINED FIRE & DOMESTIC) DATE OF FEB JULY 2012 KS-845

53 WATER SERVICE CONNECTIONS FOR SINGLE ICI / COMMON ELEMENT CONDOMINIUM BUILDING DATE OF FEB KS-846

54 SUMP WATER METER CHAMBER DETAILS (50mm SERVICE LINE) DATE OF FEB MAY 2015 KS-847

55 1.80m CENTRELINE STREETLINE SWEEP FORMED IN A HORIZONTAL PLANE PLAN STREETLINE FINISHED GRADE STAINLESS STEEL SADDLE PEX SERVICE TUBE MAIN STOP CURB STOP WATERMAIN ELEVATION SEE NOTE 3 CONCRETE BLOCK 1. ALL SERVICES TO BE AT 90 TO WATER MAIN UNLESS OTHERWISE SPECIFIED. 2. SERVICE DEPTH TO MEET MINIMUM COVER AS SPECIFIED BY DESIGN STANDARDS. 3. INSTALL 'FORD' SERVICE INSULATOR OR EQUAL BETWEEN THE CURB STOP AND THE STREET LINE ONLY IF THE SERVICED BUILDING IS LOCATED 7.6m OR MORE FROM THE STREETLINE NO DIRECT TAPPING OF PVC WATER MAINS. ALL CONNECTIONS TO PVC PIPE TO BE MADE USING AN WIDE BAND SERVICE SADDLE. TRACER WIRE AND CATHODIC PROTECTION TO BE PROVIDED PER SECTION D7 OF THE DESIGN CRITERIA. WATER SERVICE (20mm - 50mm DIAMETER) DATE OF OCT JAN KS-851

56 14.5 kg MAGNESIUM ANODE PROPOSED HYDRANT 1000mm MIN. PROPOSED 150mm WATERMAIN PROPOSED 150mm Ø GATE VALVE BONDING CABLES (SEE NOTE 4 & 5) PROPOSED ANCHOR TEE PROPOSED D.I. NIPPLE EXISTING D.I. OR C.I. WATERMAIN PROPOSED SOLID SLEEVE 1500mm MIN. BONDING CABLES (SEE NOTE 4 & 5) 14.5kg MAGNESIUM ANODE 3000 MAX. EXISTING D.I. OR C.I. WATERMAIN 1. ANODE TO BE PLACED AT LEAST 1.0m AWAY FROM THE FITTINGS AND AS DEEP AS THE BOTTOM OF THE FITTINGS. MINIMUM DISTANCE BETWEEN ANODES TO BE 1.0m. 2. ALL FITTINGS TO BE COATED WITH BITUMINOUS SEALER ON SITE. 3. PROVIDE 0.20mm POLYETHYLENE BOND BREAKER BETWEEN CONCRETE AND FITTINGS. 4. ALL THERMITE WELD CONNECTIONS TO BE COATED WITH "ROYBOND 747" PRIMER AND ROYSTON "HANDY CAP" OR EQUAL. 5. BONDING CABLE TO BE NO. 6, SEVEN STRAND COATED COPPER WIRE, CAD WELD TO FITTINGS. JAN CORROSION PROTECTION FOR HYDRANT CUT INTO AN EXISTING D.I. OR C.I. WATERMAIN DATE OF NOV KS-854

57 DRILLED HOLE IN VALVE BOX VALVE BOX 1. TRACER WIRE - #12 GAUGE STRANDED, C.S.A. TYPE T.W.H. 2. TRACER WIRE TO BE INSTALLED OUTSIDE LOWER VALVE BOX AND BROUGHT INTO UPPER SECTION OF VALVE BOX AND LOOPED AT TOP. LOOP TO BE A MINIMUM 450mm IN LENGTH. 3. CONNECTORS USED FOR SPLICING TRACER WIRE SHALL BE WING NUT TYPE, WITH NYLON SHELL AND NON-CORROSIVE STEEL WIRE SPRING. TRACER WIRE ARRANGEMENT AT VALVE BOX FOR P.V.C OR C.P.P. WATERMAIN DATE OF NOV JAN KS-860

58 A SERVICE CONNECTOR (SEE NOTE 3) MASTIC MATERIAL (SEE NOTE 4) TRACER WIRE (SEE NOTE 1) P.V.C. OR C.P.P. WATERMAIN 2.3 kg ZINC ANODE (SEE NOTE 2) A ELEVATION MASTIC MATERIAL (SEE NOTE 4) SERVICE CONNECTOR (SEE NOTE 3) TRACER WIRE (SEE NOTE 1) COATED COPPER WIRE P.V.C. OR C.P.P. WATERMAIN 2.3 kg ZINC ANODE (SEE NOTE 2) 50 MINIMUM 1000 MINIMUM SECTION A-A 1. TRACER WIRE - #12 GAUGE STRANDED, C.S.A. TYPE T.W.H. 2. ONE 2.3 kg ZINC ANODE TO BE SUPPLIED AND INSTALLED IN A MANNER BY THE TOWNSHIP ENGINEER FOR EVERY 500m OF TRACER WIRE INSTALLED. 3. SERVICE CONNECTOR TO BE A 'BURNDY SERVIT' TYPE K.S. MODEL KS20 COPPER OR EQUAL. 4. CONNECTOR SPLICE TO BE WRAPPED WITH 'SCOTCHFILL' ELECTRICAL PUTTY OR EQUAL. 5. ALL DIMENSIONS ARE IN MILLIMETRES. 6. THE LOCATION OF EACH TRACER WIRE ANODE MUST BE DETAILED ON THE CONTRACT DRAWINGS. CORROSION PROTECTION FOR TRACER WIRES ON P.V.C. OR C.P.P. WATERMAINS DATE OF NOV JAN KS-870

59 A CENTRELINE OF VALVE THERMITE WELD (CADWELD) SEE NOTE MIN. 5.4 kg ZINC ANODE A SECTION A-A 5.4 kg ZINC ANODE CORROSION PROTECTION FOR VALVES (TYPICAL) B THERMITE WELD (CADWELD) SEE NOTE 4 GRANULAR THRUST BLOCK 1000 MIN. 5.4 kg ZINC ANODE B SECTION B-B 5.4 kg ZINC ANODE RESTRAINED JOINT FITTINGS (TYPICAL) CORROSION PROTECTION FOR FITTINGS (TYPICAL) 1. ANODE TO BE PLACED AT LEAST 1.0m AWAY FROM THE FITTING AND AS DEEP AS THE BOTTOM OF THE FITTINGS. MINIMUM DISTANCE BETWEEN ANODES TO BE 1.0m. 2. ALL VALVES AND FITTINGS TO BE COATED WITH BITUMINOUS SEALER PRIOR TO INSTALLATION ON SITE. 3. ALL DIMENSIONS ARE IN MILLIMETRES. 4. PROVIDE 0.2m POLYETHYLENE BOND BREAKER BETWEEN CONCRETE AND FITTINGS. 5. ALL THERMITE WELD CONNECTIONS TO BE COATED WITH 'ROYBOND 747' PRIMER AND ROYSTON 'HANDY CAP' OR EQUAL. CORROSION PROTECTION FOR VALVES & FITTINGS ON NON-FERROUS PIPE DATE OF NOV JAN KS-871

60 BONDING CABLE (SEE NOTE 2 AND 3) EXISTING C.I. OR D.I. WATERMAIN PROPOSED C.I. SOLID SLEEVE 1000 MINIMUM PROPOSED NON-FERROUS WATERMAIN 14.5 kg MAGNESIUM ANODE 3000 MAXIMUM 1. ANODE TO BE PLACED AT LEAST 1.0m AWAY FROM THE FITTING AND AS DEEP AS THE BOTTOM OF THE FITTINGS. MINIMUM DISTANCE BETWEEN ANODES TO BE 1.0m. 2. ALL THERMITE WELD CONNECTIONS TO BE COATED WITH 'ROYBOND 747' PRIMER AND ROYSTON 'HANDY CAP' OR EQUAL. 3. BONDING CABLE TO BE No. 6 SEVEN STRAND COATED COPPER WIRE, CADWELDED TO FITTINGS. 4. ALL DIMENSIONS IN MILLIMETRES. CORROSION PROTECTION FOR EXISTING FERROUS WATERMAIN CONNECTED TO PROPOSED NON-FERROUS WATERMAIN DATE OF NOV JAN KS-873

61 A CENTRELINE OF HYDRANT CENTRELINE OF HYDRANT 64mm (2 1/2") Ø SIDE PORTS 875 MAXIMUM 64mm (2 1/2") Ø SIDE PORTS CENTRELINE OF VALVE 75 MIN. GRANULAR THRUST BLOCKS GRANULAR THRUST BLOCKS SEE KS-808 BONDING CABLE SEE NOTE 4 & MIN. THERMITE WELD (CADWELD) (SEE NOTE 4) 5.4 kg ZINC ANODE A 150mm Ø PVC WATERMAIN RESTRAINED JOINT FITTING (TYPICAL) 5.4 kg ZINC ANODE 150mm Ø GATE VALVE ANCHOR TEE CENTRELINE OF WATERMAIN SECTION A-A ELEVATION 1. ANODE TO BE PLACED AT LEAST 1.0m AWAY FROM THE FITTINGS AND AS DEEP AS THE BOTTOM OF THE FITTINGS. MINIMUM DISTANCE BETWEEN ANODES TO BE 1.0m 2. ALL FITTINGS TO BE COATED WITH BITUMINOUS SEALER ON SITE. 3. ALL DIMENSIONS ARE IN MILLIMETRES. 4. ALL THERMITE WELD CONNECTIONS TO BE COATED WITH 'ROYBOND 747' PRIMER AND ROYSTON 'HANDY CAP' OR EQUAL. 5. BONDING CABLE TO BE No. 6 SEVEN STRAND COATED COPPER WIRE, CADWELDED TO FITTINGS. CORROSION PROTECTION FOR HYDRANT ASSEMBLY ON NON-FERROUS PIPE DATE OF NOV JAN KS-874

62 14.5 kg MAGNESIUM ANODE PROPOSED HYDRANT 1000mm MIN. PROPOSED 150mm Ø D.I. WATERMAIN PROPOSED 150mm Ø GATE VALVE BONDING CABLES (SEE NOTE 4 & 5) PROPOSED ANCHOR TEE D.I. WATERMAIN D.I. WATERMAIN 1500mm MIN. BONDING CABLES (SEE NOTE 4 & 5) 14.5kg MAGNESIUM ANODE 3000 MAX. 1. ANODE TO BE PLACED AT LEAST 1.0m AWAY FROM THE FITTINGS AND AS DEEP AS THE BOTTOM OF THE FITTINGS. MINIMUM DISTANCE BETWEEN ANODES TO BE 1.0m 2. ALL FITTINGS TO BE COATED WITH BITUMINOUS SEALER ON SITE. 3. PROVIDE 0.20mm POLYETHYLENE BOND BREAKER BETWEEN CONCRETE AND FITTINGS. 4. ALL THERMITE WELD CONNECTIONS TO BE COATED WITH "ROYBOND 747" PRIMER AND ROYSTON "HANDY CAP" OR EQUAL. 5. BONDING CABLE TO BE No. 6, SEVEN STRAND COATED COPPER WIRE, CAD WELD TO FITTINGS. CORROSION PROTECTION FOR HYDRANTS OFF OF D.I. WATERMAINS DATE OF NOV JAN KS-875