2440 MUNICIPAL INFRASTRUCTURE 100 50 90 90 1220 305 65 65 45 MUNICIPALITY OR SERVICE OARD Department of Municipal Affairs and Environment Hon., Minister 40 100 50 50 WHITE REFLECTIVE ACKGROUND 1. LETTERING TO E LACK IN COLOUR 2. 19mm CREZON PLYWOOD. 3. REFLECTIVE SHEETING ACKGROUND. 4. PROVINCIAL RAND (REFER TO GRAPHIC STANDARDS MANUAL). 5. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. PROJECT SIGN FOR PROVINCIALLY FUNDED PROJECTS DRAWING NUMER 04010 APRIL 2017
FINISHED GRADE MAX. MARKER TAPE DETECTALE METALLIC UNDERGROUND MARKER TAPE TO E INSTALLED WHERE WATER MAIN IS MADE OF NON-METALLIC MATERIAL. SEE NOTE 2. POLYETHYLENE MARKER TAPE MARKER TAPE EXCAVATION DEPTH FOR PAYMENT MINUS ASPHALT THICKNESS 700 ACKFILL Y MACHINE. MAX. ROCK SIZE 0.015m³ MIN. HAND PLACED EDDING, WELL TAMPED MIN. MIN. EDDING TYPE '1' FOR SEWER EDDING TYPE '3' FOR WATERMAIN & FORCEMAIN OR AS SPECIFIED TRENCH SECTION FOR WATER, SEWER, OR FORCEMAIN 1. EDDING TYPE SHALL E AS SPECIFIED IN THE SCHEDULE OF QUANTITIES AND PRICES. 2. EXCAVATION WIDTH FOR PAYMENT AS PER LIMITS FOR MEASUREMENT IN CONTRACT DOCUMENT. DEPTH 0-4m >4m, <6m >6m MIN. WIDTH 0mm 2000mm 2500mm 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. SINGLE PIPE TRENCH DETAIL DRAWING NUMER 04020
FINISHED GRADE SEE NOTE 2. OF TRENCH* DETECTALE METALLIC UNDERGROUND MARKER TAPE TO E INSTALLED WHERE WATER MAIN IS MADE OF NON-METALLIC MATERIAL. MAX. MARKER TAPE POLYETHYLENE MARKER TAPE MARKER TAPE MIN. COVER 1800 700 MARKER TAPE MIN. EXCAVATION DEPTH FOR PAYMENT (SUTRACT ASPHALT THICKNESS WHEN ENCOUNTERED) EDDING TYPE '3' FOR WATERMAIN OR AS SPECIFIED 700 WATER MAIN MIN. EDDING TYPE '1' FOR SEWER EDDING TYPE '3' FOR FORCEMAIN OR AS SPECIFIED MIN. SEE NOTE 4 MIN. MIN. SEWER MAIN MIN. 1/2 (SUM OF NOMINAL PIPE DIAMETERS PLUS mm) TRENCH SECTION FOR WATER AND SEWER 1. EDDING TYPE SHALL E AS SPECIFIED IN THE SCHEDULE OF QUANTITIES AND PRICES. 2. EXCAVATION WIDTH FOR PAYMENT AS PER LIMITS FOR MEASUREMENT IN CONTRACT DOCUMENT. 3. UNDER NO CIRCUMSTANCES SHALL ANY FORCEMAIN E INSTALLED AT ZERO SLOPE. 4. * OF TRENCH FOR MEASUREMENT PURPOSES. DEPTH 0-4m >4m - 6m >6m MIN. WIDTH 0mm 2000mm 2500mm 5. MAINTAIN MINIMUM HORIZONTAL SEPARATION ETWEEN SEWER AND WATERMAIN OF 3.0 m. WHERE NOT ACHIEVALE, MAINTAIN MINIMUM VERTICAL SEPARATION OF 0.45 m FROM CROWN OF SEWERMAIN. 6. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. DOULE PIPE TRENCH DETAIL DRAWING NUMER 04030
SEE NOTE 2. FINISHED GRADE OF TRENCH* OF PIPE POLYETHYLENE MARKER TAPE 700 700 EXCAVATION DEPTH FOR PAYMENT MINUS ASPHALT THICKNESS MIN. EDDING TYPE '1' OR AS SPECIFIED SANITARY SEWER MIN. STORM SEWER VARIALE DEPENDING ON PIPE SIZE 1/2 (SUM OF NOMINAL PIPE DIAMETERS PLUS mm) TRENCH DETAIL COMMON SEWER 1. EDDING TYPE SHALL E AS SPECIFIED IN THE SCHEDULE OF QUANTITIES AND PRICES. 2. * OF TRENCH FOR MEASUREMENT PURPOSES. 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. TRENCH DETAIL COMMON SEWER DRAWING NUMER 04040
FINISHED GRADE MEASUREMENT LIMITS FOR PAYMENT AS PER CONTRACT DOCUMENTS (1000 MIN.) SELECTED ACKFILL MATERIAL 1600 MIN. 2000 MAX. DEPTH VARIES EDDING TYPE AS PER SCHEDULE OF QUANTITIES AND PRICES SANITARY SEWER LATERAL STORM SEWER LATERAL (WHERE SPECIFIED) MIN. WATER LATERAL 100 100 HOUSE SERVICE TRENCH 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. 2. HOUSE SERVICES ARE TO OTH TERMINATE AT THE SAME POINT AT THE EDGE OF THE ROAD RIGHT OF WAY. A 38 x 89 WOODEN MARKER POST SHALL E INSTALLED PLUM FROM THE END OF THE SERVICE LINES TO 600 AOVE THE GROUND SURFACE, PAINTED RED AOVE THE GROUND. FACING THE HOUSE TO E SERVICED, THE WATER SERVICE SHALL E LOCATED ON THE RIGHT OF THE SEWER. 3. LOCATION, ALIGNMENT AND ELEVATION OF HOUSE SERVICES LATERALS SHALL E CONFIRMED Y CONTRACTOR WITH ENGINEER PRIOR TO CONSTRUCTION. TRENCH DETAIL SERVICE LINES DRAWING NUMER 04050
G D FOOTING OUTLINE F 225 PIPE DIA ENDWALL DIMENSIONS A C D E F G H 600 1050 2400 2725 1400 75 1525 2350 A 750 900 1200 1350 2400 2400 2725 2725 1550 1700 75 75 1675 1825 2500 2650 1200 1650 0 3400 2000 375 2200 3250 CHUTE LOCKS NOTE 1 15 C 225 H PLAN 1. POURED CONCRETE CHUTE LOCKS x200x100mm HIGH. 2. CLASS OF CONCRETE: 30MPa. 3. COVER TO REINFORCING ARS: 75mm ± 20mm. 4. GRANULAR ACKFILL TO E PLACED TO mm MIN THICKNESS ON ALL SIDES. 5. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. CONCRETE HEADWALL FOR SEWER OR CULVERT PIPE DRAWING NUMER 04060 1:50
45x45x6 ANGLE IRON 45x45x15 FLAT AR 4-16mm ANCHOR OLTS 20 M STEEL ARS AT mm SPACING FRAMED Y 45x45x6mm ANGLE PAINTED WITH RED OXIDE PRIMER b "" a "A" ELEVATION "A" PIPE DIAMETER DIMENSIONS a b 600 900 1275 750 900 1050 1200 1475 1700 b a 1050 1350 1900 1200 0 2125 1350 1650 2325 0 1800 2550 1. ALL JUNCTIONS TO E SPOT WELDED. 2. FRAMING TO E 45x45x6 ANGLE EXCEPT WHERE INDICATED. 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. a ELEVATION "" DERIS RACK DRAWING NUMER 04070
50 25 R 50 25 R ASPHALT ASPHALT 50 200 CLASS "" EDDING CLASS "" EDDING HIGH ACK LOW ACK 1. CONCRETE TO E 32 MPa TO MEET CSA A23.1/A23.2, CLASS C-2 EXPOSURE. 2. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. CONCRETE ARRIER CUR DRAWING NUMER 04080
550 550 375 375 25R 25R 175 125 CLASS "" EDDING CLASS "" EDDING CUR FACE GUTTER CUR FACE GUTTER STANDARD CUR & GUTTER CUR & GUTTER FOR SUPERELEVATION 25 550 375 50 225 25R 175 CLASS "" EDDING CUR FACE GUTTER STANDARD DEPRESSED CUR & GUTTER 1. CONCRETE IS TO E 32 MPa TO MEET CSA A23.1/A23.2, CLASS C-2 EXPOSURE. 2. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. CONCRETE CUR & GUTTER DRAWING NUMER 04090
SUGRADE OR GRANULAR ASE AS SPECIFIED CONCRETE SIDEWALK 375 1. SIDEWALK THICKNESS AT RESIDENTIAL DRIVEWAYS AND ADJACENT TO CUR SHALL E mm. AT COMMERCIAL AND INDUSTRIAL DRIVEWAYS, THE THICKNESS SHALL E 200mm. 2. SIDEWALK WIDTH/LENGTH IS PROJECT SPECIFIC AND SHALL E DETERMINED Y ENGINEER. 3. THIS STANDARD DRAWING TO E READ IN CONJUNCTION WITH STANDARD DRAWING 04. 4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. CONCRETE SIDEWALK DRAWING NUMER 04100
MIN CONTRACTION JOINT POLE, HYDRANT, (ETC.) W MIN MIN. ISOLATION JOINTS W CONTRACTION JOINTS ISOLATION JOINTS CONTRACTION JOINTS 30 D (MAX.) VARIES VARIES 30 D (MAX.) DETAIL COVER OXOUT DETAIL POLE OXOUT 1. WHERE CONTRACTION JOINTS ARE NEEDED, THE METHOD USED MUST GUARANTEE THAT AT LEAST 1/4 OF THE DEPTH OF CONCRETE IS INDENTED TO CONTROL DRYING SHRINKAGE CRACKING. SUITALE METHODS ARE THE USE OF PREFORMED JOINT MATERIALS OR SAW CUTTING ONE QUARTER THE SLA THICKNESS WITHIN 6 TO 18 HOURS AFTER THE CONCRETE HAS HARDENED EFORE DRYING SHRINKAGE CRACKS APPEAR. FOR SLIPFORM CONSTRUCTION, THE JOINTS MAY E FORMED USING A GUILLOTINE OR WIRE TO CUT THE PLASTIC CONCRETE, OR Y SAW CUTTING THE HARDENED CONCRETE. 2. CONTRACTION JOINTS SHALL E LOCATED AT 24 TO 30 D MAXIMUM. WHERE SIDEWALK WIDTH IS 2.5 m OR GREATER, A CONTRACTION JOINT SHOULD ALSO E FORMED ALONG THE CENTERLINE OF THE WALK. CONTRACTION JOINT SPACING FOR SIDEWALK SHALL E APPROXIMATELY THE SAME AS THE WIDTH AND NOT MORE THAN 1.5 TIMES THE WIDTH. 3. CONTRACTION JOINTS IN CUR AND GUTTER SECTIONS SHOULD EXTEND COMPLETELY THROUGH THE CUR HEIGHT AND D/4 INTO THE GUTTER SECTION. WHEN SIDEWALK IS ADJACENT TO CUR, MAKE JOINTS OF CUR AND SIDEWALK ALIGN. 4. IF THE CUR IS INTEGRAL WITH CONCRETE PAVEMENT, CONTRACTION JOINT SPACING IN THE CUR SHOULD MATCH THAT IN THE PAVEMENT. 5. SPACING OF CONTRACTION JOINTS SHOULD VARY TO COINCIDE WITH THE CENTER OF MANHOLES OR OTHER OX-OUTS. 6. ISOLATION JOINTS SHOULD E LOCATED ADJACENT TO EXISTING STRUCTURES, (POLES, WALLS, HYDRANTS, UILDINGS, ETC.) ISOLATION JOINTS SHOULD ALSO E LOCATED EFORE AND AFTER CURVE SECTIONS AND AT INTERSECTIONS. 7. ISOLATION JOINT FILLER SHOULD E 12 mm THICK. 8. CONTRACTION JOINTS SHOULD E LOCATED WHERE THE PLACING OF CONCRETE MUST E STOPPED FOR A PERIOD IN EXCESS OF 30 MINUTES. 9. ALL SIDEWALKS SHOULD E SLOPED AT LEAST 2% TO DRAIN TOWARDS THE STREET. 10. MAXIMUM SLOPE FOR WHEELCHAIR RAMPS SHOULD E 8%. 11. SIDEWALKS SHOULD E THICKENED TO mm MINIMUM AT DRIVEWAY ENTRANCES. 12. D = SIDEWALK DEPTH 13. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. CONCRETE JOINT NOTES DRAWING NUMER 04110
SIDEWALK DRIVEWAY ENTRANCE SIDEWALK CONCRETE SIDEWALK WITH TROWEL FINISH 1800 1800 1V : 10H SLOPE ASPHALT 1V : 10H SLOPE DUMMY JOINT 1. DRIVEWAY MINIMUM THICKNESS OF SIDEWALK SHALL E MILLIMETERS. 2. CONCRETE IS TO E 32 MPa TO MEET CSA A23.1/23.2, CLASS C-2 EXPOSURE. 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. COMINED CUR & SIDEWALK DRIVEWAY RAMP DRAWING NUMER 04120
FINISHED ROAD SURFACE EXPANSION JOINT MATERIAL TO E DETERMINED Y ENGINEER 1.35m SEE NOTE 2 R 5 2 TO 4% mm SEE NOTE 1 CUR AND GUTTER AS SPECIFIED CONCRETE SIDEWALK WITH TROWEL FINISH SUGRADE OR GRANULAR ASE AS SPECIFIED EXPANSION JOIN MATERIAL CUR AND GUTTER 1.5m CONTRACTION JOINTS, SIDEWALK AY DUMMY JOINTS, CONTRACTION JOINTS, 1. SIDEWALK THICKNESS AT RESIDENTIAL DRIVEWAYS ADJACENT TO CUR SHALL E MM; AT COMMERCIAL AND INDUSTRIAL DRIVEWAYS, THE THICKNESS SHALL E 200mm. 2. SIDEWALK WIDTH AND LENGTH ON MAJOR ROADWAYS, AND AT SCHOOLS, US STOPS, AND OTHER HIGH PEDESTRIAN AREAS SHALL E DETERMINED Y ENGINEER. 3. THIS STANDARD DRAWING TO E READ IN CONJUNCTION WITH STANDARD DRAWING 04. 4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. CONCRETE SIDEWALK ADJACENT TO CUR AND GUTTER DRAWING NUMER 04130
CONTRACTION JOINT 1.0m DRIVEWAY VARIES DRIVEWAY VARIES CONTRACTION JOINT 1350mm MIN. 0mm MIN. CUR AND GUTTER 1.5m MIN. FULLY DEPRESSED SIDEWALK DEPRESSED TO MATCH DROPPED CUR FOR DRIVEWAY ENTRANCE 0.5m MIN. SIDEWALK DEPRESSED TO MATCH DROPPED CUR FOR DRIVEWAY ENTRANCE SIDEWALK AT DRIVEWAY ENTRANCE - PLAN OULEVARD CUR AND GUTTER PARTIALLY DEPRESSED 1. SIDEWALK THICKNESS AT RESIDENTIAL DRIVEWAYS AND ADJACENT TO CUR SHALL E mm; AT COMMERCIAL AND INDUSTRIAL DRIVEWAYS, THE THICKNESS SHALL E 200mm. 2. FOR CONTRACTION JOINT DETAIL, SEE STANDARD DRAWING 04100. 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. SIDEWALK CUR AND GUTTER TRANSITION SECTION SECTION A-A VARIES DROPPED SIDEWALK ACROSS DRIVEWAY 2% MIN. 4% MAX 8% MAX SECTION C-C SECTION - SECTION D-D SIDEWALK WITHOUT OULEVARD mm NOTE 1 DROPPED SIDEWALK ACROSS DRIVEWAY VARIES TRANSITION SECTION SIDEWALK 4% 2% MIN. SIDEWALK WITH OULEVARD CONCRETE SIDEWALK DRIVEWAY ENTRANCE DETAILS DRAWING NUMER 04140
RADIUS VARIES 0 0 2400 1800 2400 2400 CROSS WALK NON-SKID SURFACE 1800 100 200 CROSS WALK PLAN VIEW ACK OF SIDEWALK DROPPED 75mm AT THIS POINT 100 100 1V : 10H SLOPE ASPHALT 100 CLASS "" EDDING RAMP ELEVATION TYPICAL RAMP SECTION 1. CONCRETE TO E 32 MPa TO MEET CSA A23.1/23.2, CLASS C-2 EXPOSURE. 2. C-C NON-SKID RIED SURFACE SHALL E EDGED ON PARAPLEGIC RAMPS. 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. PARAPLEGIC RAMP INTERSECTION DRAWING NUMER 04
CONTRACTION JOINT 1.0m DRIVEWAY VARIES 1350mm MIN. CONTRACTION JOINT (TYP) CUR AND SIDEWALK 0mm MIN. SIDEWALK DEPRESSED TO MATCH DROPPED CUR FOR DRIVEWAY ENTRANCE 0mm MIN. SIDEWALK AT DRIVEWAY ENTRANCE - PLAN ASPHALT 50 50 VARIES ASPHALT 2% SLOPE 50 50 VARIES 100 100 DUMMY JOINT 25R 200 500 SECTION A-A CLASS '' 100 DUMMY JOINT 25R SECTION - CLASS '' (MIN) 1. SIDEWALK THICKNESS AT RESIDENTIAL DRIVEWAYS AND ADJACENT TO CUR SHALL E mm. AT COMMERCIAL AND INDUSTRIAL DRIVEWAYS, THE THICKNESS SHALL E 200mm SIDEWALK TRANSITION SECTION DROPPED SIDEWALK ACROSS DRIVEWAY 2. FOR CONTRACTION JOINT DETAIL, SEE STANDARD DRAWING 04100. 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. SECTION C-C COMINED CONCRETE CUR & SIDEWALK DRAWING NUMER 04141
1000 1200 MIN. OF CLEAR TRAVEL (EXCLUSIVE OF FLARED SIDES) SIDEWALK 1350 ROAD PLAN VIEW A A PARAPLEGIC RAMP ASPHALT 6 MIN. 13 MAX. 1000 100 100 100 SLOPE NO GREATER THAN 1V:10H SECTION "A-A" 1. CONCRETE IS TO E 32MPa TO MEET CSA A23.1/A23.2, CLASS C-2 EXPOSURE. 2. mm O.C. NON-SKID SURFACE SHALL E EDGED ON PARAPLEGIC RAMP. 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. DRAWING NUMER PARAPLEGIC RAMP 04160
ASPHALT 0 O/C 100 20M STEEL DOWEL WRAP ONE END WITH UILDING PAPER EXPANSION JOINT 20M STEEL PIN 0 O/C 25 Ø DRAIN PIPE 0 O/C SEE SECTION ELOW FOR RE-AR LAYOUT TYPICAL ELEVATION 25 175 25 25R 200 10M RE-AR STIRRUP @ 0 O/C 15M RE-AR 25 Ø DRAIN PIPE TYPICAL SECTION 1. CONCRETE IS TO E 32 MPa TO MEET CSA A23.1/A23.2, C-2 EXPOSURE. 2. JOINTS ARE TO E SPACED EVERY 3 m. 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. TRAFFIC ISLAND CUR DRAWING NUMER 04170
EXISTING ASPHALT NEW ASPHALT 40 THICK ASPHALT REMOVED Y MECHANICAL ROUTER 40 MIN. CHANNEL CUT - 600 SECTION A CUTTING OUT A - 600 WIDE STRIP OF EXISTING ASPHALT A 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. CHANNEL CUT DRAWING NUMER 04180
TAPERED TOP SEE ALTERNATIVES C ENCH OR SUMP AS SPECIFIED mm NOTE 1 GRANULAR EDDING RISER SECTIONS AS REQUIRED MONOLITHIC ASE WITH INLET AND OUTLET OPENINGS TO SUIT SEE ALTERNATIVES A AND ENCH OR SUMP AS SPECIFIED GRANULAR EDDING 1200Ø mm MAX mm GRANULAR EDDING SUMP DETAIL ALTERNATIVES: OTTOM RISER SECTION WITH INLET AND OUTLET OPENINGS TO SUIT 1200Ø A PRECAST SLA ASE RISER SECTION 1200Ø 1. THE SUMP IS MEASURED FROM THE LOWEST INVERT. 2. GRANULAR ACKFILL SHALL E PLACED TO A MINIMUM THICKNESS OF mm ALL AROUND THE MAINTENANCE HOLE. 3. PRECAST CONCRETE COMPONENTS SHALL E ACCORDING TO STANDARD DRAWING 04220. 4. STRUCTURES EXCEEDING 5.0m IN DEPTH SHALL INCLUDE SAFETY PLATFORM ACCORDING TO STANDARD DRAWING 04270. 5. PIPE SUPPORT SHALL E ACCORDING TO STANDARD DRAWING 04260. 6. ENCHING AND PIPE OPENING DETAILS SHALL E ACCORDING TO STANDARD DRAWING 04320. 7. FOR ADJUSTMENT UNIT AND FRAME INSTALLATION, SEE STANDARD DRAWING 04250. 8. ALL DIMENSIONS ARE NOMINAL. 9. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. ENCH OR SUMP AS SPECIFIED STEEL REINFORCEMENT AS SPECIFIED RISER SECTION GRANULAR EDDING CAST-IN-PLACE ASE FLAT CAP 1200Ø 275 C PRECAST FLAT CAP PRECAST CONCRETE MAINTENANCE HOLE 1200mm DIAMETER DRAWING NUMER 04190
ALTERNATIVES RISER SECTIONS AS REQUIRED 1200Ø RISER SECTION MONOLITHIC ASE 0Ø TRANSITION SLA SEE ALTERNATIVE C RISER SECTIONS AS REQUIRED ENCH OR SUMP AS SPECIFIED SEE NOTE 1 0Ø mm MAX 1800mm MIN. ENCH OR SUMP AS SPECIFIED NOTE 1 GRANULAR EDDING A PRECAST MONOLITHIC ASE RISER SECTION 0Ø PRECAST SLA ASE SEE ALTERNATIVES A AND GRANULAR EDDING mm ENCH OR SUMP AS SPECIFIED NOTE 1 GRANULAR EDDING CAST-IN-PLACE ASE STEEL REINFORCEMENT AS SPECIFIED 1. FOR SUMP DETAIL SEE STANDARD DRAWING 04190. 2. GRANULAR ACKFILL SHALL E PLACED TO A MINIMUM THICKNESS OF mm ALL AROUND THE MANHOLE. 3. PRECAST CONCRETE COMPONENTS SHALL E ACCORDING TO STANDARD DRAWINGS 04230. 4. STRUCTURES EXCEEDING 5.0m IN DEPTH SHALL INCLUDE SAFETY PLATFORM ACCORDING TO STANDARD DRAWING 04270. 5. PIPE SUPPORT SHALL E ACCORDING TO STANDARD DRAWING 04260. 6. ENCHING AND PIPE OPENING DETAILS SHALL E ACCORDING TO STANDARD DRAWING 04320. 7. ADJUSTMENT UNIT AND FRAME INSTALLATION SHALL E ACCORDING TO STANDARD DRAWING 04250. 8. ALL DIMENSIONS ARE NOMINAL. 9. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. PRECAST CONCRETE MANHOLE 0mm DIAMETER DRAWING NUMER 04200
ALTERNATIVES TAPERED TOP SEE ALTERNATIVES C AND D RISER SECTION 1800Ø RISER SECTIONS AS REQUIRED 1200Ø ENCH OR SUMP AS SPECIFIED NOTE 1 330 TRANSITION SLA SEE ALTERNATIVE RISER SECTIONS AS REQUIRED ENCH OR SUMP AS SPECIFIED NOTE 1 mm 1800Ø mm MAX 1800mm MIN. GRANULAR EDDING A CAST-IN-PLACE ASE RISER SECTION 1200Ø STEEL REINFORCEMENT AS SPECIFIED PRECAST SLA ASE SEE ALTERNATIVE A GRANULAR EDDING RISER SECTION 1800Ø TAPERED TRANSITION SLA 1. FOR SUMP DETAIL SEE STANDARD DRAWING 04190. 2. GRANULAR ACKFILL SHALL E PLACED TO A MINIMUM THICKNESS OF mm ALL AROUND THE MAINTENANCE HOLE. 3. PRECAST CONCRETE COMPONENTS SHALL E ACCORDING TO STANDARD DRAWING 04240. 4. STRUCTURES EXCEEDING 5.0m IN DEPTH SHALL INCLUDE SAFETY PLATFORM ACCORDING TO STANDARD DRAWING 04270. 5. PIPE SUPPORT SHALL E ACCORDING TO STANDARD DRAWING 04260. 6. ENCHING AND PIPE OPENING DETAILS SHALL E ACCORDING TO STANDARD DRAWING 04320. 7. FOR ADJUSTMENT UNIT AND FRAME INSTALLATION, SEE STANDARD DRAWING 04250. 8. ALL DIMENSIONS ARE NOMINAL. 9. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. FLAT CAP RISER SECTION C 1200mm PRECAST FLAT CAP FLAT CAP RISER SECTION 1200Ø 1800Ø D 1800mm PRECAST FLAT CAP PRECAST CONCRETE MAINTENANCE HOLE 1800mm DIAMETER DRAWING NUMER 04210
GRATE REFERENCE ELEVATION FLAT CAP 2-15M @ mm Ø685 2-15M@ 75mm C/C 2-15M @ mm WWR 500mm²/m EACH WAY, PLACE WWR PARALLEL AND SQUARE TO 2-15M @ mm C/C Ø685 45 C C 15M ENT AR 2-15M @ 75mm C-C 2-15M @ mm C/C RISER SECTION MONOLITHIC ASE OR ASE SLA WITH RISER 10m MAX. PLAN OF FLAT CAP WITH REINFORCING STEEL ARS PLAN OF FLAT CAP WITH WWR 1200mm DIAMETER MAN HOLE 205 685Ø 1450Ø SECTION - 205 205 685Ø 1450Ø SECTION C-C 205 1. CENTER REINFORCING STEEL IN RISER ±20mm. ALL OTHER REINFORCING STEEL SHALL HAVE 25mm MINIMUM COVER. 2. STEPS SHALL E ACCORDING TO STANDARD DRAWING 04280. 2. ALL DIMENSIONS ARE NOMINAL. 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. PRECAST CONCRETE MAN HOLE COMPONENTS 1200mm DIAMETER DRAWING NUMER 04220
2-15M @ 75mm C/C 3-15M @ 75mm C/C 2-15M @ 75mm C/C 3-15M @ 75mm C/C 1-15M ENT 1-15M ENT AR 45 Ø1200 45 D Ø1200 45 45 D TRANSITION SLA OR TAPERED TRANSITION SLA RISER SECTION RISER SECTION OR MONOLITHIC ASE ALTERNATIVE ASE SLA 1800mm min 10m max 0 TO 1200MM DIAMETER MAINTENANCE HOLE 125 Ø1200 910 WWR 315mm²/m LC Ø1800 SECTION A-A 180 2-15M @ 75mm C/C PLAN OF TRANSITION SLA WITH REINFORCING STEEL ARS 200 WWR 1270mm²/m mm MIN. C L Ø1200 3-15M @ 75mm C/C 3-15M @ 75mm C/C Ø1800 125 Ø1200 SECTION - E Ø1200 305 2-15M @ 75mm C/C 305 305 WWR 1270mm²/m E L C LC Ø1800 SECTION D-D 3-15M @ 75mm C/C 3-15M @ 75mm C/C PLAN OF TAPERED TRANSITION SLA WITH REINFORCING STEEL ARS 305 1. THIS STANDARD DRAWING SHALL E READ IN CONJUNCTION WITH STANDARD DRAWING 04200. 2. CENTER REINFORCING IN TRANSITION CONE ±25mm ALL OTHER REINFORCING STEEL SHALL HAVE 25mm MINIMUM COVER. 3. STEPS SHALL E ACCORDING TO STANDARD DRAWING 04280. 4. ALL DIMENSIONS ARE NOMINAL. 5. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. C Ø1200 LC PLAN OF TRANSITION SLA WITH WWR A C PLACE WWR PARALLEL AND SQUARE TO mm MIN. PLAN OF TAPERED TRANSITION SLA WITH WWR Ø1800 Ø1200 SECTION C-C 305 PLACE WWR PARALLEL AND SQUARE TO 125 Ø1200 305 305 LC Ø1800 SECTION E-E 305 PRECAST CONCRETE MAN HOLE COMPONENTS 0mm DIAMETER TRANSITION CONE AND SLAS DRAWING NUMER 04230
2-15M @ 200mm C/C 1-15M 1-15M A Ø1200 CL 5-15M @ 125mm C/C 3-15M @ mm C/C A 5-15M @ 200mm C/C 2-15M @ 200mm C/C 1-15M 1-15M C Ø1200 LC 5-15M @ 125mm C/C 3-15M @ mm C/C C 5-15M @ 200mm C/C TRANSITION SLA OR TAPERED TRANSITION SLA RISER SECTION RISER SECTION ASE SLA 1800 to 1200mm DIAMETER MAN HOLE 1800mm MIN. 1. THIS STANDARD DRAWING SHALL E READ IN CONJUNCTION WITH STANDARD DRAWING 04210. 2. ALL REINFORCING STEEL SHALL HAVE 25mm MINIMUM COVER. 3. STEPS SHALL E ACCORDING TO STANDARD DRAWING 04280. 4. ALL DIMENSIONS ARE NOMINAL. 5. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. 1-15M 2-15M @ 200mm C/C 180 Ø1200 Ø1200 Ø2160 SECTION A-A Ø1200 Ø2160 SECTION - 3-15M @ mm C/C PLACE REAR PARALLEL AND SQUARE TO C L PLAN OF TRANSITION SLA WITH REINFORCING STEEL ARS 180 LC 305 WWR 1030mm²/m EACH WAY PLAN OF TRANSITION SLA WITH WWR PLACE WWR PARALLEL AND SQUARE TO CL 305 1-15M 2-15M @ 200mm C/C D 125 305 305 125 305 305 Ø1200 Ø1200 180 Ø2160 SECTION C-C Ø1200 SECTION D-D 3-15M @ mm c/c PLACE REAR PARALLEL AND SQUARE TO PLAN OF TAPERED TRANSITION SLA WITH REINFORCING STEEL ARS D 305 WWR 1030mm²/m EACH WAY PLACE WWR PARALLEL AND SQUARE TO CL PLAN OF TAPERED TRANSITION SLA WITH WWR 180 Ø2160 305 PRECAST CONCRETE MAN HOLE COMPONENTS 1800mm DIAMETER TRANSITION SLAS DRAWING NUMER 04240
PAVEMENT CUR WITH GUTTER FRAME TO E SET IN A FULL MORTAR ED STANDARD FRAME WITH GRATE GRATE REFERENCE ELEVATION REINFORCE EACH ADJUSTMENT UNIT WITH A MINIMUM OF 1 WIRE WITH AN END AREA OF AT LEAST 15mm². LAP WIRE mm OR UTT WELD. SEE NOTE 2, SECTION THROUGH FLAT CAP ADJUSTMENT UNITS: MINIMUM OF ONE MAXIMUM OF THREE FIRST ADJUSTMENT UNIT TO E SET FULL MORTAR ED, SECTION THROUGH CATCH ASIN ADJUSTMENT UNITS FOR MAN HOLES WITH ROUND OPENINGS ARE IN SECTIONS OR CONTINUOUS UNITS. USE UTYL TAPE ETWEEN UNITS. SEE NOTE 3 ROUND OR SQUARE FRAME WITH GRATE OR COVER SEE NOTE 3 ADJUSTMENT UNITS FOR CATCH ASINS WITH SQUARE OPENINGS ARE IN SECTIONS OR CONTINUOUS UNITS USE UTYL TAPE ETWEEN UNITS. FLAT CAP RISER SECTION CATCH ASIN 1. CENTER REINFORCING IN ADJUSTMENT UNIT ±10mm. 2. ROUND AND SQUARE ADJUSTMENT UNITS ARE AVAILALE TO A MAXIMUM OF mm. 3. ADJUSTMENT UNITS SHALL NOT EXTEND EYOND THE OUTSIDE EDGE OF THE STRUCTURE. 4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. PRECAST CONCRETE ADJUSTMENT UNITS FOR MAN HOLES, CATCH ASINS, AND VALVE CHAMERS DRAWING NUMER 04250
mm MIN. mm MIN. FLEXILE JOINT TO E PLACED WITHIN mm OF WALL OF STRUCTURE GRANULAR ACKFILL CATCH ASIN OR MAINTENANCE HOLE +mm GRANULAR ACKFILL GRANULAR EDDING CONCRETE CRADLE mm MIN. SEE NOTE 1 GRANULAR EDDING mm MIN. ELEVATION ELEVATION SECTION A-A FLEXILE JOINT RIGID AND FLEXILE PIPE CONCRETE CRADLE RIGID PIPE 1. PIPE SHALL E SUPPORTED WITH CONCRETE OR UNSHRINKALE FILL TO THE FIRST PIPE JOINT. 2. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. SUPPORT FOR PIPE AT CATCH ASIN OR MAINTENANCE HOLE DRAWING NUMER 04260
ONE RUNG AT GRATE LEVEL, SEE DETAIL A NOTE 1 a b SEE DETAIL NOTE 1 1.20mm 42.4 41.2 75 39.6 105 R0.6mm 10mm, THREE RUNG AOVE GRATE, SUPPORT, DETAIL A A A 20.36 GRATING RUNG DETAIL 13mm DIA. X 95mm LONG WEDGE ANCHOR, STAINLESS STEEL, SECTION A-A GRATING OPEN DETAIL HINGE RACKET MOUNTING RACKET, d e DETAIL OF GRATING AND OLT-ON SUPPORT PLAN f SELF-LOCK HINGE MH Diameter 1200 0 1800 2400 1. ALL HINGE RACKETS AND MOUNTING RACKETS No of Grates SHALL E WELDED ALL AROUND TO SUPPORT ANGLE. 2. ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL E 2 2 3 4 a 900 1128 1344 1774 THOROUGHLY COATED WITH ASPHALT PAINT. 3. MAINTENANCE HOLE DEPTH ETWEEN 5.0m AND 10.0m, GRATE SHALL E PLACED AT MIDPOINT. MAN HOLE DEPTH ETWEEN 10.0m AND 15.0m, GRATES SHALL E PLACED AT THIRD-POINTS. b c d e f g 850 850 225 352 65 10 1078 1078 311 419 65 12 1293 1293 308 360 65 12 1724 1724 401 360 65 12 4. ALL FASTENERS SHALE E 304 STAINLESS STEEL. 5. ALL WELDING SHALL E ACCORDING TO CSA W47.2 AND W59.2. 6. ALL ALUMINUM COMPONENTS SHALL E 6000 SERIES STRUCTURAL ALUMINUM. 7. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. OPEN POSITION SIDE VIEW 76 g 76 SECTION - ALUMINUM SAFETY PLATFORM FOR CIRCULAR MAN HOLES DRAWING NUMER 04270
A A A mm MIN. L L F A C E O F WA TYPE A - PLAN 22 22 405 R2 R0.5 2 4 15 20 4 22 SECTION A-A 405 C A SWEDGED ENDS 430 TYPE - PLAN L L mm MIN. F A C E O F WA C R16 75 20 R16 R16 20 65 75 20 R16 R16 AUXILIARY VIEW TYPE A 20 20 SECTION - SECTION C-C RECTANGULAR ALUMINUM AUXILIARY VIEW TYPE D D D D mm MIN. F A C E O F WA TYPE A - PLAN L L 77 390mm OR 405mm 20Ø SECTION D-D POLYETHYLENE ANCHOR INSULATING SLEEVE, TYP 5 8 20 8 32 FORMED ANCHOR LOCK DETAIL SEE FORMED ANCHOR LOCK DETAIL L mm MIN. WA L F A C E O F 390mm TYPE - PLAN 55 TO FIT 25mm DIA. HOLE SIDE VIEW Ø20 AUXILIARY VIEW Ø20 AUXILIARY VIEW 55 5mm FORMED ANCHOR LOCK SIDE VIEW TYPE A TYPE CIRCULAR ALUMINUM 1. ALL ALUMINUM COMPONENTS SHALL E 6000 SERIES STRUCTURAL ALUMINUM. 2. ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL E THOROUGHLY COATED WITH ASPHALT PAINT. 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. MAINTENANCE HOLE STEPS - SOLID DRAWING NUMER 04280
OUTLET PIPE A FLOW A ENCH OR SUMP AS SPECIFIED NOTE 1 PLAN FLOW FLOW 600mm MAX. SECTION A-A 1. FOR SUMP DETAIL SEE STANDARD DRAWING 04190. 2. THIS DRAWING SHALL E READ IN CONJUNCTION WITH STANDARD DRAWING 04320. 3. FROM ATLANTIC CANADA WASTEWATER GUIDELINES MANUAL FOR COLLECTION, TREATMENT AND DISPOSAL (2006) 4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. MH TYPE STRAIGHT RUN 45 TURN 90 TURN (3) MIN INVERT DROP 15mm 30mm 60mm DRAWING NUMER 04290 CAST-IN-PLACE MAINTENANCE HOLE ACKDROP STRUCTURE
FLOW 75mm SEE NOTE 2 A A PLAN 75mm OUTLET PIPE 650mm MAX. SIZE OF DROP PIPE SEWER ID 200 250 375 DROP PIPE ID 200 200 250 mm C/C FLOW mm MIN. 600mm MIN. SEE NOTE 1 UNDISTURED GROUND SEE NOTE 2 SECTION A-A 1. CONCRETE SHALL E PLACED TO UNDISTURED GROUND AND THE OUTSIDE FACE OF THE MAINTENANCE HOLE, UT THERE SHALL E A MINIMUM OF mm OF 15MPa CONCRETE AROUND THE DROP PIPE. 2. CONCRETE SHALL E SECURED TO THE MAINTENANCE HOLE WITH 450mm LONG, 13mm DIAMETER THREADED RODS AND DRILLED EXPANSION ANCHORS DOWN EITHER SIDE OF THE DROP PIPE AT mm CENTRES. 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. DRAWING NUMER 04 CAST-IN-PLACE MAINTENANCE HOLE DROP STRUCTURE TEE
SEWER TEE REMOVALE CAP, OPTIONAL MAN HOLE AS SPECIFIED 1200mm MIN. mm MAXIMUM FROM CLEARANCE SEWER INVERT TO FIRST STRAP 45 WYE CLEANOUT, OPTIONAL 600mm MAX. ETWEEN STRAPS, FLOW NOTE 2 STAINLESS STEEL STRAP, MAINTENANCE HOLE WALL PVC DROP PIPE GRANULAR EDDING SIDE VIEW MAN HOLE IN SECTION FRONT VIEW NOTE 1 90 ELOW 304 STAINLESS STEEL WEDGE ANCHOR 16x75mm WITH WASHER, 6x40mm STAINLESS STEEL STRAP CHANNEL ENCHING, STANDARD DRAWING 0820 INTERNAL DROP STRUCTURE DETAIL MAINTENANCE HOLE WALL FASTENER DETAIL 1. AT THE ELOW, A STAINLESS STEEL STRAP IS REQUIRED AT OTTOM OF ELL. 2. STRAPS SHALL NOT E PLACED WITHIN mm OF ANY MAN HOLE SECTION JOINT. 3. INTERNAL DROP STRUCTURE SHALL E USED IN MAN HOLES WITH A MINIMUM HEIGHT OF 600mm FROM THE INLET PIPE INVERT TO THE OTTOM OF CHANNEL. 4. DROP PIPE SHALL E ONE SIZE SMALLER THAN THE INCOMING SEWER WITH A MINIMUM mm DIAMETER AND MAXIMUM OF 375mm DIAMETER. A MAXIMUM OF mm DIAMETER FOR 0mm MAINTENANCE HOLES. 5. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. INTERNAL DROP STRUCTURE FOR NEW MAINTENANCE HOLES DRAWING NUMER 04310
1. RIGHT ANGLE END 2. THREE WAY JUNCTION 4H:1V MAX. 8H:1V MIN. NOTE 1 D D MAX. D/2 MIN. 3. STRAIGHT THROUGH SECTION 50mm MIN. MAXIMUM SIZE HOLE IN THE WALL IN PRECAST RISER SECTIONS MAINTENANCE HOLE DIAMETER 1200 0 1800 No. 1-2 No. 3 450 750 900 900 1050 1485 1. SLOPES SHALL E MAINTAINED FROM THE OUTLET HOLE OPENING FOR TOP OF ENCHING. 2. CONCRETE FOR ENCHING SHALL E 30MPa. 3. ENCHING AND CHANNEL SHALL E GIVEN STEEL TROWEL FINISH. 4. ENCHING SLOPE AND HEIGHT SHALL E AS SPECIFIED. 5. WHEN SPECIFIED, MAN HOLES THAT ARE 1200mm IN DIAMETER WITH A UNIFORM CHANNEL FOR 200 OR 250mm PIPE MAY E PREENCHED AT THE MANUFACTURER WITH STANDARDIZED ENCHING SLOPE AND CHANNEL ORIENTATION. 6. ALL DIMENSIONS ARE NOMINAL. 7. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SHOWN OTHERWISE. MAINTENANCE HOLE ENCHING AND PIPE OPENING ALTERNATIVES DRAWING NUMER 04320
800 R70mm MIN. mm MAX., LIFT HOLE C D A N C G E R D N E D A G R D A A HOISTING HOOK RI, 800 20mm, TYPE A CLOSED COVER TYPE OPEN COVER FRAME PLAN 6 114 24 Ø624 29 Ø624 29 22 29 29 114 24 6 22 Ø676 Ø632 Ø624 Ø578 6 19 Ø613 15 SECTION C-C 27 49 18 67 Ø613 15 SECTION D-D 27 49 50 16.5 78 Ø575 Ø667 SECTION A-A 19 6 22 146 R46 SECTION - 1. COVERS SHALL E TYPE A OR TYPE AS SPECIFIED. 2. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. CAST IRON, SQUARE FRAME WITH CIRCULAR CLOSED OR OPEN COVER FOR MAINTENANCE HOLES DRAWING NUMER 04330
MANHOLE COVER & FRAME FINISHED GRADE 25 END CAP FINISHED GRADE 25 END CAP EASY STICK GASKET (19x19) mm MANHOLE GRADE ADJUSTMENT RING CONCRETE FOOTING STRAIGHT PIPE LENGTH AS REQUIRED TO REACH SURFACE LONG RADIUS END 1200 COMPACTED CLASS "" GRAVEL ON SOLID COMPACTED ACKFILL MATERIAL JUNCTION OX STRAIGHT PIPE LENGTH AS REQUIRED TO REACH SURFACE LONG RADIUS END COMPACTED GRANULAR MATERIAL 600 45 WYE 45 WYE DIRECTION OF FLOW DIRECTION OF FLOW CLEAN OUT IN ASPHALT CLEAN OUT IN SIDEWALK OR GRASS USING A PREFA JUNCTION OX 1. TOP OF OX TO E PLACED FLUSH WITH TOP OF SIDEWALK OR FINAL GRADE. 2. COVER TO HAVE NO LOGO ON IT. 3. OX AS MANUFACTURED Y QUAZITE COMPOSITE OR APPROVED EQUAL. 4. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN. SEWER CLEAN OUT DETAILS DRAWING NUMER 04340
ALTERNATE STANDARD HEIGHTS mm OVERLAP, ALTERNATE A C D DIMENSION 1980 1830 1520 1380 WWR 185mm²/m EACH WAY PLAN 830 115 600 115 830 115 600 115 KNOCKOUT SEE NOTE 2 mm OVERLAP, TYP OUTLET HOLE SEE NOTE 1 VARIES mm ALL SIDES mm OVERLAP, TYP 250 WWR 185mm²/m EACH WAY R SEE NOTE 2 600mm SUMP 1680mm STANDARD HEIGHT SEE ALTERNATE STANDARD HEIGHT TALE GRANULAR EDDING SECTION A-A SECTION - 1. OUTLET HOLE SIZE 525mm DIAMETER MAXIMUM, LOCATION AS REQUIRED. 2. 200mm DIAMETER KNOCKOUT TO ACCOMMODATE SUDRAIN. KNOCKOUT SHALL E 60MM DEEP. 3.CENTRE REINFORCING IN ASE SLA AND WALLS ±20mm. 4. GRANULAR ACKFILL SHALL E PLACED TO A MINIMUM THICKNESS OF mm ALL AROUND THE CATCH ASIN. 5. FRAME, GRATE, AND ADJUSTMENT UNITS SHALL E INSTALLED ACCORDING TO STANDARD DRAWING 04250. 6. PIPE SUPPORT SHALL E ACCORDING TO STANDARD DRAWING 04260. 7. ALL DIMENSIONS ARE NOMINAL. 8. ALL DIMENSIONS ARE NOMINAL AND IN MILLIMETERS UNLESS OTHERWISE SHOWN. DRAWING NUMER: PRECAST CONCRETE CATCH ASIN 600 x 600mm 04350
WWR 185mm²/m VERTICAL mm²/m EACH WAY 2-10M 3-10M STIRRUPS @ 200mm 2-15M 375 mm OVERLAP 115 600 115 25 EAM PLAN EAM DETAIL 1680 830 115 600 250 600 115 200 115 600 115 mm ALL SIDES KNOCKOUT SEE NOTE 2 OUTLET HOLE SEE NOTE 1 WWR 185mm²/m EACH WAY mm MIN CLEARANCE mm OVERLAP, VARIES EAM SEE DETAIL 250 mm OVERLAP, TYP SEE NOTE 2 R 600mm SUMP 1680mm STANDARD HEIGHT SEE ALTERNATE STANDARD HEIGHT TALE SECTION A-A 1. OUTLET HOLE SIZE 525mm DIAMETER MAXIMUM, LOCATION AS REQUIRED. 2. 200mm DIAMETER KNOCKOUT SHALL ACCOMMODATE SUDRAIN. KNOCKOUT SHALL E 60mm DEEP. 3.CENTRE REINFORCING IN ASE SLA AND WALLS ±20mm. 4. GRANULAR ACKFILL SHALL E PLACED TO A MINIMUM THICKNESS OF mm ALL AROUND THE CATCH ASIN. 5. FRAME, GRATE, AND ADJUSTMENT UNITS SHALL E INSTALLED ACCORDING TO STANDARD DRAWING 04250. 6. PIPE SUPPORT SHALL E ACCORDING TO STANDARD DRAWING 04260. GRANULAR EDDING 5. ALL DIMENSIONS ARE NOMINAL AND IN MILLIMETERS UNLESS OTHERWISE SHOWN. SECTION - ALTERNATE STANDARD HEIGHTS ALTERNATE DIMENSION A 1980 1830 PRECAST CONCRETE TWIN INLET CATCH ASIN 600 x 1450mm DRAWING NUMER: 04360
4H:1V Max 8H:1V Min D MAX D D MIN 2 1650 50mm MIN PLAN 1650 73 73 ENCHING DETAIL SLOPE VARIES b a b 774 GRANULAR EDDING GRATE REFERENCE ELEVATION 3600mm MAX 225 1346 10M @ mm, EACH WAY SEE NOTE 2 OR WWR 2 mm /m EACH DIRECTION SEE NOTE 3 1200 225 SECTION 1200mm MAX TO SUIT TOP 225 225 600 600 450mm MAX C L 55 1200 225 STEP, 225 mm ALL SIDES 0mm MAX ASE mm MIN, SUMP OR ENCHING AS SPECIFIED SEE NOTE 1 75mm, SEE NOTE 4 SECTION A-A 1. THE SUMP IS MEASURED FROM THE LOWEST INVERT. ENCHING AS SHOWN IN ENCHING DETAIL. 2. LAP HORIZONTAL 10M REAR mm. LAPS SHALL E PLACED AT CORNERS. 3. LAP HORIZONTAL WIRES mm OR WELD. WELDS TO DEVELOP 75% OF YIELD STRENGTH OF WIRE. LAPS OR WELDS SHALL E PLACED AT CORNERS. 4. END REAR OR WWR IN ASE 75mm FROM OUTSIDE FACE OF WALL. 5. WHERE INLET IS PLACED ACROSS DITCH AND IS ACCESSILE TO VEHICULAR TRAFFIC, GRATING SLOPE SHALL E 6H:1V OR FLATTER. 6. GRANULAR ACKFILL SHALL E PLACED A MINIMUM THICKNESS OF mm ALL AROUND THE DITCH INLET MANHOLE. GRANULAR EDDING 7. CONCRETE FOR ENCHING SHALL E 30MPa. 8. ENCHING SLOPE AND HEIGHT SHALL E AS SPECIFIED. 9. GRATING SHALL E ACCORDING TO STANDARD DRAWING 04410. 10. STEPS SHALL E ACCORDING TO STANDARD DRAWING 04280. 11. MAXIMUM PIPE SIZE: STRAIGHT THROUGH - 1200mm DIA; RIGHT ANGLE PIPES - 700mm DIA. 12. PIPE SUPPORT SHALL E ACCORDING TO STANDARD DRAWING 04260. 13. CENTER REINFORCING IN WALLS ±35mm. ALL OTHER REINFORCING SHALL HAVE A MINIMUM COVER OF 25mm. 14. ALL DIMENSIONS ARE NOMINAL. 15. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. 10M @ mm or WWR 2 mm /m EACH DIRECTION, SEE NOTE 4 SECTION - OPENING DIMENSIONS GRATE TYPE SLOPE 2H:1V 670 52 3H:1V 632 71 4H:1V 618 78 6H:1V a 608 b 83 HOR 600 87 PRECAST CONCRETE DITCH INLET MAINTENANCE HOLE - TYPE A (1200 x 1200mm) DRAWING NUMER 04370
1650 375 650 375 125 125 1650 4H:1V Max 8H:1V Min D ENCHING DETAIL MAX D MIN D 2 50mm MIN GRANULAR EDDING PLAN 774 62 62 200 b 55 c a SLOPE VARIES GRATE REFERENCE ELEVATION b SECTION 1200mm MAX TO SUIT TOP 0mm MAX ASE 225 225 650 1200 225 4-10M 3-10M 10M @ mm, EACH WAY SEE NOTE 2 OR WWR 2 mm /m EACH DIRECTION SEE NOTE 3 mm ALL SIDES 3600mm MAX 225 450mm MAX 1200 STEP, mm MIN, SUMP OR ENCHING AS SPECIFIED. SEE NOTE 1 225 75mm, SEE NOTE 4 SECTION A-A 1. THE SUMP IS MEASURED FROM THE LOWEST INVERT. ENCHING AS SHOWN IN ENCHING DETAIL. 2. LAP HORIZONTAL 10M REAR mm. LAPS SHALL E PLACED AT CORNERS. 3. LAP HORIZONTAL WIRES mm OR WELD. WELDS TO DEVELOP 75% OF YIELD STRENGTH OF WIRE. LAPS OR WELDS SHALL E PLACED AT CORNERS. 4. END REAR OR WWR IN ASE 75mm FROM OUTSIDE FACE OF WALL. 5. WHERE INLET IS PLACED ACROSS DITCH AND IS ACCESSILE TO VEHICULAR TRAFFIC, GRATING SLOPE SHALL E 6H:1V OR FLATTER. 6. GRANULAR ACKFILL SHALL E PLACED A MINIMUM THICKNESS OF mm ALL AROUND THE DITCH INLET MANHOLE. GRANULAR EDDING 7. CONCRETE FOR ENCHING SHALL E 30MPa. 8. ENCHING SLOPE AND HEIGHT SHALL E AS SPECIFIED. 9. GRATING SHALL E ACCORDING TO STANDARD DRAWING 04410. 10. STEPS SHALL E ACCORDING TO STANDARD DRAWING 04280. 11. MAXIMUM PIPE SIZE: STRAIGHT THROUGH - 200mm DIA; RIGHT ANGLE PIPES - 700mm DIA. 12. PIPE SUPPORT SHALL E ACCORDING TO STANDARD DRAWING 04260. 13. CENTER REINFORCING IN WALLS ±35mm. ALL OTHER REINFORCING SHALL HAVE A MINIMUM COVER OF 25mm. 14. ALL DIMENSIONS ARE NOMINAL. 15. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. 10M @ mm or WWR 2 mm /m EACH DIRECTION, SEE NOTE 4 C SECTION - GRATE TYPE SLOPE OPENING DIMENSIONS 2H:1V 3H:1V 4H:1V 6H:1V 8H:1V 10H:1V a 1341 1265 1237 1216 1210 1206 HOR 1200 b 66 104 118 65 68 73 c 1473 1473 1473 1346 1346 70 1346 1346 PRECAST CONCRETE DITCH INLET MAINTENANCE HOLE - TYPE (1200 x 1200mm) DRAWING NUMER 04380
mm OVERLAP, C L WWR 185mm²/m EACH WAY ALTERNATE STANDARD HEIGHTS ALTERNATE DIMENSION A 1980 1520 C 1380 OPENING DIMENSIONS GRATE TYPE SLOPE 2H:1V a 670 b 52 3H:1V 632 71 A 4H:1V 618 78 6H:1V 608 83 HOR 600 87 SECTION - 774 774 a GRATE REFERENCE ELEVATION 914mm MAX b b 600 55 750mm MIN mm OVERLAP, TYP WWR 185mm²/m EACH WAY R 600mm SUMP 1680mm STANDARD HEIGHT SEE ALTERNATE STANDARD HEIGHT TALE OUTLET HOLE SEE NOTE 1 600 mm mm OVERLAP, ALL SIDES TYP SECTION A-A 1. OUTLET HOLE SIZE 525mm DIAMETER MAXIMUM, LOCATION AS REQUIRED. FRONT VIEW 2. WHERE INLET IS PLACED ACROSS DITCH AND IS ACCESILE TO VEHICULAR TRAFFIC, GRATING SLOPE SHALL E 6H:1V OR FLATTER. 3.CENTRE REINFORCING IN WALL AND SLA ±25mm. GRANULAR EDDING 4. GRANULAR ACKFILL SHALL E PLACED TO A MINIMUM THICKNESS OF mm ALL AROUND THE DITCH INLET. 5. GRATING SHALL E INSTALLED ACCORDING TO STANDARD DRAWING 04410. 6. PIPE SUPPORT SHALL E ACCORDING TO STANDARD DRAWING 04260. 5. ALL DIMENSIONS ARE NOMINAL AND IN MILLIMETERS UNLESS OTHERWISE SHOWN. PRECAST CONCRETE DITCH INLET 600 x 600mm DRAWING NUMER: 04390
1350 914mm MAX b 774 a b 774 914mm MAX b a c b 55mm 1200 mm OVERLAP 600mm SUMP 600 600 R mm ALL SIDES, 750mm MIN. 1680mm STANDARD HEIGHT SEE ALTERNATE STANDARD HEIGHTS R mm ALL SIDES 1200 mm OVERLAP 600mm SUMP 750mm MIN. 1680mm STANDARD HEIGHT SEE ALTERNATE STANDARD HEIGHTS FRONT VIEW SECTION A-A FRONT VIEW SECTION - 1. OUTLET HOLE SIZE 525mm DIAMETER MAXIMUM, LOCATION AS REQUIRED. 2. WHERE INLET IS PLACED ACROSS DITCH AND IS ACCESILE TO VEHICULAR TRAFFIC, GRATING SLOPE SHALL E 6H:1V OR FLATTER. 3.CENTRE REINFORCING IN WALL AND SLA ±25mm. 4. LAP RISER HORIZONTAL WIRES mm. LAPS SHALL E PLACED AT CORNERS. 5. GRANULAR ACKFILL SHALL E PLACED TO A MINIMUM THICKNESS OF mm ALL AROUND THE DITCH INLET. 6. GRATING SHALL E INSTALLED ACCORDING TO STANDARD DRAWING 04410. 7. PIPE SUPPORT SHALL E ACCORDING TO STANDARD DRAWING 04260. 8. ALL DIMENSIONS ARE NOMINAL AND IN MILLIMETERS UNLESS OTHERWISE SHOWN. OPENING DIMENSIONS GRATE TYPE SLOPE 2H:1V 3H:1V 4H:1V HOR a 670 632 618 600 b 52 71 78 87 ALTERNATE STANDARD HEIGHTS ALTERNATE A C DIMENSION 1980 1520 1380 C OPENING DIMENSIONS GRATE TYPE SLOPE 2H:1V 3H:1V 4H:1V 6H:1V a 1341 1265 1237 1216 66 104 118 65 1473 1473 1473 1346 HOR 1200 73 1346 b c PRECAST CONCERT DITCH INLETS 600 x 1200mm DRAWING NUMER 04400
L RIVETS 50x50x6mm ANGLE WELDED TO GRATING 60mm 40mm MAX, 60mm TYP 45x5mm EARING ARS, 6mm DIA RIVETS, W GRATING TYPE GRATING SIZE LENGTH L WIDTH W A 762 768 C 1338 768 1465 768 20x3mm RETICULINE ARS, PLAN OF GRATE SECTION A-A SECTION - 13x95mm STAINLESS STEEL EXPANSION ANCHOR TYPE 304 OR APPROVED EQUIVALENT, THREADED 32mm AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS FASTENERS ON SIDES SEE DETAILS 115x76x5mm FLAT GALVANIZED STEEL OFFSET WASHER AUXILIARY VIEW 38 38 FASTENER DETAIL 76 38 15mm DIA HOLE 90 25 115 SECTION C-C FASTENER EMEDMENT DETAIL OFFSET WASHER DETAIL 1. FASTENER SHALL E INSERTED TO MAINTAIN MINIMUM CONCRETE COVER REQUIREMENTS. 2. ALL STEEL COMPONENTS AND RIVETS SHALL E GALVANIZED. 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. GALVANIZED STEEL HONEYCOM GRATING FOR DITCH INLETS DRAWING NUMER 04410
820 44 57 25 820 A 38 102 51 32 38 32 102 51 51 51 17 25 657 623 17 17 76 32 152 25 3 86 76 66 3 38 610 105 D 204 200 25 76 102 102 25 76 38 38 64 32 E 612 564 C C E 19mM DIA HINGE PIN, TYP D 604 32 302 38 25 38 LC 64 108 3 HOISTING HOOK RI, A FRAME PLAN 657 20mm, SECTION A-A 32 6 178 GRATE PLAN R838 R4.57m 25mm SECTION C-C 25mm TYP 17 623 17 64 10 86 105 610 105 SEE SLOT DETAIL 32 69 83 SECTION - 86 3 25 152 54 25 29 R25 54 48 R14.5 SLOT DETAIL 9 R25 13mm, SECTION D-D SECTION E-E 1. THIS DRAWING TO E READ IN CONJUNCTION WITH STANDARD DRAWING 04430 & 04440. 2. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. CAST IRON, SQUARE FRAME WITH GRATE FOR CATCH ASINS DRAWING NUMER 04420
FACE OF CUR A ACK OF CUR CUR GUTTER SAW CUT OR JOINT, SEMI-MOUNTALE OR MOUNTALE CUR WITH GUTTER ARRIER CUR WITH GUTTER SEE DETAILS ELOW EP 5 HOT MIX MORTAR 20mm MAX., EP FRAME WITH GRATE A PAVEMENT ADJUSTMENT UNITS, STANDARD DRAWING 04250 SECTION A-A GRANULAR ASE PLAN 25 125 GUTTER LINE GUTTER LINE 10 SAW CUT OR JOINT, TOP OF CUR TAPER: LENGTH mm MAX DEPTH 38mm MIN, TOP OF PAVEMENT 10 ARRIER CUR WITH GUTTER HOT MIX SEMI-MOUNTALE OR MOUNTALE CUR WITH GUTTER SECTION - GRANULAR ASE, ARRIER CUR 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. CATCH ASIN FRAME WITH GRATE INSTALLATION AT CUR AND GUTTER DRAWING NUMER 04430
A C L CONCRETE ARRIER AS SPECIFIED CATCH ASIN AS SPECIFIED VARIES ACCORDING TO LOCATION OF CATCH ASIN CONCRETE ARRIER PAVED SHOULDER A PLAN TOP OF PAVED SHOULDER 20 MORTAR 20mm MAX., HOT MIX ASPHALT GRANULAR ASE SECTION A-A CONCRETE ARRIER 20 HOT MIX ASPHALT ADJUSTMENT UNITS SEE STANDARD DRAWING 04250 GRANULAR ASE SECTION - 1. WHEN CATCH ASINS ARE PLACED ACK TO ACK ON OTH SIDES OF THE CONCRETE ARRIER, ACKFILL SHALL E UNSHRINKALE ACKFILL TO THE LIMITS OF EXCAVATION AND WITHIN mm OF TOP OF CONCRETE CATCH ASIN STRUCTURE. WHERE CATCH ASINS ARE NOT PLACED ACK TO ACK THEY SHALL E STAGGERED WITH A MINIMUM SPACING OF 10m. 2. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. CATCH ASIN FRAME WITH GRATE SHOULDER INSTALLATION AT CONCRETE ARRIER DRAWING NUMER 04440
SIDEWALK ST ST SA SA 2.5m MIN W W SIDEWALK STAKE PROPERTY LINE 1/2 1/2 LOT LINE FUTURE UILDING EXPOSED END PAINTED RED 38x89 STAKE VARIES PROPERTY LINE CUR STOP 600 LOT LINE CUR CASE STAINLESS STEEL STEM & COTTER PIN CUR STOP WATERMAIN 10 TO 20 SERVICE PIPE SEWER MAIN SERVICE CONNECTION CORPORATION STOP SEWER SERVICE PIPE AT 2% MIN SEWER MAIN SERVICE CONNECTION 15 TO 45 15 TO 45 SEWER SERVICE PIPE AT 2% MIN END CAP 1. SHORT RADIUS ENDS ARE NOT PERMITTED UNDER ANY CIRCUMSTANCES. 2. MAXIMUM DEFLECTION IS 45 (ONE 45 END OR TWO 22.5 ENDS). 3. IF GREATER DEFLECTION THAN 45 IS APPROVED Y THE ENGINEER THEN A CLEAN OUT MUST E INSTALLED UPSTREAM OF DEFLECTION (SEE STANDARD DRAWING 0865). 4. MINIMUM 1.0m DISTANCE ETWEEN TWO LONG RADIUS ENDS. 5. SERVICES TO E ROUGHT TO PROPERTY OUNDARY AND CONNECTED TO EXISTING SERVICE OR TERMINATED AS PER PROJECT REQUIREMENTS. 6. THE REQUIREMENTS OF THIS PLAN MUST E FOLLOWED FOR THE FULL LENGTH OF THE SERVICE LATERAL, FROM THE UILDING TO THE POINT OF CONNECTION TO THE PULIC MAINS. 7. MAINTAIN MINIMUM HORIZONTAL SEPARATION ETWEEN SEWER AND WATERMAIN OF 3.0 m. WHERE NOT ACHIEVALE, MAINTAIN MINIMUM VERTICAL SEPARATION OF 0.45 m FROM CROWN OF SEWERMAIN. 8. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. HOUSE SERVICES CONNECTION DRAWING NUMER 04460
FINISHED GRADE FITTINGS OR RADIUS ENDS AS REQUIRED EDDING (SEE NOTE 2) SLOPE 2% MIN 8% MAX mm MIN MINIMUM COVER AS SPECIFIED PROPERTY LINE MARKER AS SPECIFIED 100mm MIN SEE NOTE 1 EDDING AND COVER AS SPECIFIED 100 TO mm DIA AS SPECIFIED WATERTIGHT CAP OR PLUG AS SPECIFIED, SEE NOTE 2 45 MAX mm MIN 1. SEWER SERVICE CONNECTIONS TO THE MAIN PIPE SEWER SHALL E MADE USING FACTORY MADE TEES OR WYES, STRAP-ON-SADDLES, OR OTHER APPROVED SADDLES. 2. EDDING MATERIAL SHALL E TYPE 1 FOR PVC, AND TYPE 3 FOR DUCTILE IRON PIPES. 3. CAP OR PLUG AT PROPERTY LINE SHALL E ADEQUATELY PLACED. 4. MAINTENANCE HOLES SHALL E USED AT THE MAIN SEWER TO CONNECT SERVICE CONNECTIONS GREATER THAN OR EQUAL TO 200mm. 5. FOR NEW CONSTRUCTION, SADDLES SHALL E INSTALLED ON THE MAIN PIE EFORE THAT PIPE IS LAID. 6. APPROVED CUT-IN TOOL SHALL E USED FOR FIELD MADE CONNECTIONS. 7. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. SEWER SERVICE CONNECTIONS FOR FLEXILE MAIN PIPE SEWER DRAWING NUMER 04470
FITTINGS AND RADIUS ENDS AS REQUIRED ACKFILL (SEE NOTE 2) SLOPE 2% MIN 8% MAX. MARKER AS SPECIFIED mm MIN. 100mm MIN. SEE NOTE 1 Maximum 45 degrees EDDING AND COVER AS SPECIFIED 100 TO mm DIA. AS SPECIFIED WATERTIGHT CAP OR PLUG AS SPECIFIED SEE NOTE 3 mm MIN. CONNECTION WITHOUT VERTICAL RISER ACKFILL (SEE NOTE 2) SLOPE 2% MIN 8% MAX. mm MIN 100mm MIN EDDING AND COVER AS SPECIFIED SEE NOTE 3 SEE NOTE 1 100 TO mm DIA. AS SPECIFIED WATERTIGHT CAP OR PLUG AS SPECIFIED SEE NOTE 3 mm MIN CONNECTION WITH VERTICAL RISER 1. SEWER SERVICE CONNECTIONS TO THE MAIN PIPE SEWER SHALL E MADE USING FACTORY MADE TEES, STRAP-ON-SADDLES, OR OTHER APPROVED SADDLES. 2. EDDING MATERIAL SHALL E TYPE 1 FOR PVC, AND TYPE 3 FOR DUCTILE IRON PIPES. 3. VERTICAL RISERS SHALL E AS SPECIFIED. 4. CAP OR PLUG AT PROPERTY LINE SHALL E ADEQUATELY RACED. 5. MAINTENANCE HOLES SHALL E USED AT THE MAIN SEWER TO CONNECT SERVICE CONNECTIONS GREATER THAN OR EQUAL TO 200mm. 6. FOR NEW CONSTRUCTION, SADDLES SHALL E INSTALLED ON THE MAIN PIPE EFORE THAT PIPE IS LAID. 7. APPROVED CUT-IN TOOL SHALL E USED FOR FIELD MADE CONNECTIONS. 8. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. SEWER SERVICE CONNECTIONS FOR RIGID MAIN PIPE SEWER DRAWING NUMER 04480
GOOSENECK GOOSENECK FINISHED GRADE C L mm MAX mm 45 HORIZONTAL GOOSENECK VERTICAL GOOSENECK OPTION MINIMUM COVER AS SPECIFIED SLIDE TYPE SERVICE OX WATERMAIN DRILLED OR TAPPED SEE NOTES 2 OR 3 SLIDE MINIMUM COVER AS SPECIFIED MAIN STOP, SEE NOTE 1 CUR STOP WITH ROD EDDING AS SPECIFIED CONCRETE SUPPORT 200x200x100mm VERTICAL SECTION 1. FOR PLASTIC SERVICE PIPE, INSTALL MAIN STOP AT 45 AOVE HORIZONTAL WITH A MINIMUM 1.2m LONG GOOSENECK. 2. DIRECT TAP DUCTILE IRON PIPE WITH APPROVED TOOL WITH STANDARD AWWA INLET THREAD. 3. SERVICE CONNECTIONS TO PLASTIC WATERMAINS SHALL E MADE USING SERVICE SADDLES OR FACTORY MADE TEES. 4. WHEN SPECIFIED, THE VERTICAL GOOSENECK OPTION SHALL E USED. 5. COUPLINGS SHALL NOT E PERMITTED UNLESS THE SERVICE LENGTH EXCEEDS 20m ETWEEN THE MAIN STOP AND CUR STOP. 6. ALL WATER SERVICES SHALL E INSTALLED 90 TO THE LONGITUDINAL AXIS OF THE WATERMAIN. 7. ACKFILL MATERIAL WITHIN 500mm OF SERVICE OX SHALL E NATIVE OR IMPORTED, AS SPECIFIED. 8. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. WATER SERVICE CONNECTION 19 and 25mm DIAMETER SIZES DRAWING NUMER 04510
FINISHED GRADE C L MINIMUM COVER AS SPECIFIED SADDLE SLIDE TYPE SERVICE OX SLIDES MINIMUM COVER AS SPECIFIED MAIN STOP CUR STOP WITH ROD EDDING AS SPECIFIED CONCRETE SUPPORT 200x200x100mm 1. COUPLINGS SHALL NOT E PERMITTED UNLESS THE SERVICE LENGTH EXCEEDS 20m ETWEEN THE MAIN STOP AND CUR STOP. 2. ALL WATER SERVICES SHALL E INSTALLED 90 TO THE LONGITUDINAL AXIS OF THE WATERMAIN. 3. ACKFILL MATERIAL WITHIN 500mm OF SERVICE OX SHALL E NATIVE OR IMPORTED, AS SPECIFIED. 4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. WATER SERVICE CONNECTION 32, 38, and 50mm DIAMETER SIZES DRAWING NUMER 04520
TEE 1000 MIN. CONNECTING PIPE VALVE ONE PIPE LENGTH END CAP 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. TYPICAL WATERMAIN STU DETAIL DRAWING NUMER 04530
IN UNPAVED AREA IN PAVED AREA 100 14.29 228.6 DEPTH VARIES MIN. COVER 1800 GUIDE PLATE (SEE DETAIL) 41.28 DETAIL OF GUIDE PLATE FOR GATE VALVES SLIDING TYPE VALVE OX 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. SLIDING TYPE VALVE OX DRAWING NUMER 04540
FINISHED GRADE 2100 MIN. MIN. 1800 MIN. HYDRANT DRAIN TO E KEPT CLEAR OF CONCRETE THRUST LOCK 525 MIN. 19Ø GALVANIZED WIRE CALE 1.0 CU. METER 40Ø CRUSHED STONE 3 ADDITIONAL CALE CLAMPS SPACED TO INCREASE ANCHORAGE IN CONCRETE 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. 2. MECHANICAL JOINT RESTRAINTS CAN E USED IN LIEU OF THRUST LOCKS AT THE DISCRETION OF THE DESIGNER. TYPICAL HYDRANT DETAIL DRAWING NUMER 04550
TOP OF PAVEMENT VALVE TO HYDRANT SPACING TO SUIT PROJECT REQUIREMENTS WHILE MAINTAINING MINIMUM REQUIREMENTS 0 FIRE HYDRANT -mm VALVE OX 40 mm WASHED STONE CONCRETE THRUST LOCK WATER MAIN VALVE 1000 WASTE OPENING 1000 MIN. CONCRETE THRUST LOCK 1. HYDRANT LEADS TO E mm DIAMETER PIPE. 2. CONCRETE FOR THRUST LOCKS TO E 20 MPa. 3. HYDRANT DRAIN TO E KEPT CLEAR OF CONCRETE THRUST LOCK. 40mm CRUSHED STONE 4. TEES FOR FIRE HYDRANT LATERALS TO E mm OFF ALL DIAMETER LINES. ALL LATERALS TO E mm DIAMETER PIPE. 5. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. OTTOM OF TRENCH SLOPE AT 2% ALLOW DRAINAGE OF HYDRANT HYDRANT CONNECTION DRAWING NUMER 04560
HYDRANT CONNECTED MARKER HSS 38 x 38 x 3.2 CAPPED ON TOP 250 250 3.8 mm PLATE ISOLATED HYDRANT MARKER SEAL TOP WITH A WELDED OR THREADED GALVANIZED CAP 3 x 25 x 812 FLAT AR CLAMP W. SS. OLT 6.4 x 38 FLAT AR 38 2100 140 x 140 x 4.8 GALV. STEEL PLATE PAINT WITH RUST RESISTANT FLUORESCENT RED PAINT (TOP HALF) PAINT WITH RUST RESISTANT LACK PAINT (OTTOM HALF) 23 19 Ø HOLE 95 x 50 x 3 FLAT AR NOTE: ALL STEEL TO E ALL WELDED, GALVANIZED CONSTRUCTION AND PAINTED TO MATCH HYDRANT. OLT MARKER TO REAR FLANGE OF HYDRANT POSITION TO SUIT HYDRANT FIRE HYDRANT 600 50 O.D. X 3.0 m LONG GALVANIZED PIPE SCHEDULE 80 WITH 2.4 m PROJECTION FINISHED GRADE LONG 13 mm STEEL PIN 20 MPa CONCRETE LOCK SECTION 600 ROAD R.O.W. FIRE HYDRANT 100 POSITION PLATE 45 FROM DIRECTION OF TRAFFIC STEEL PLATE SIDEWALK STREET DIRECTION OF TRAFFIC PLAN 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED. 2. INSTALL HYDRANT CONNECTED MARKER OR ISOLATED HYDRANT MARKER TO SUIT PROJECT REQUIREMENTS DRAWING NUMER HYDRANT MARKER 04570
1/2 O.D. O.D. 1/2 O.D. 450 OR LESS 20 MPa CONCRETE FRONT WELL COMPACTED ACKFILL PLAN O.D. O.D. O.D. 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. WELL COMPACTED ACKFILL 2. SEWER PIPE SHALL E INSTALLED SUCH THAT ITS JOINTS ARE AS FAR AS POSSILE FROM THE PIPE CROSSING. TO ACHIEVE THIS, JOINTS SHALL E STAGGERED UPON APPROACH TO ENSURE THE MIDDLE OF THE SEWER PIPE IS AT THE POINT OF CROSSING. 1.0 m MIN. RIGHT SIDE CONCRETE SUPPORT CRADLE DRAWING NUMER 04580
NOMINAL DIAMETER (mm) EFFECTIVE AREA (m²) R b AREA A CONC ENDS --- HORIZONTAL & VERTICAL --- UP 90 45 22 1/2 11 1/4 R b AREA A CONC R b AREA A CONC R b AREA A CONC R TEE & DEAD END b AREA A CONC 100 0.012 1.74 0.14 375 0.04 0.94 0.08 0.04 0.37 0.03 0.04 0.24 0.02 0.04 1.23 0.10 375 450 0.04 0.024 3.61 0.30 525 0.04 1.95 0.16 450 0.04 1.00 0.08 0.04 0.50 0.04 0.04 2.55 0.21 450 450 0.04 200 0.042 6.21 0.51 750 450 0.19 3.36 0.27 525 450 0.04 1.71 0.14 375 450 0.04 0.86 0.07 450 0.04 4.39 0.36 600 450 0.08 250 0.063 9.21 0.75 900 450 0.19 5.03 0.41 675 450 0.08 2.61 0.21 450 450 0.04 1.29 0.11 375 450 0.04 6.58 0.54 750 450 0.19 0.088 13.24 1.09 1100 450 0.38 7.12 0.58 750 450 0.19 3.65 0.30 525 450 0.04 1.84 0.15 375 450 0.04 9.34 0.76 900 525 0.19 A/2 A/2 AREVIATIONS: R PLAN A/2 SECTION HORIZONTAL END A/2 A/2 R A/2 PLAN A/2 A/2 SECTION VERTICAL END UPWARD R - REACTION IN 1000kg b - MINIMUM EARING AREA AT SOIL AREA TO CONCRETE FACE IN m³ CONC - VOLUME OF CONCRETE IN m³ A & - DIMENSION OF CONCRETE IN mm UNLESS OTHERWISE SHOWN A/2 A/2 A/2 A/2 A/2 A/2 A/2 A/2 R R 1. CONCRETE SHALL E 25MPa 28 DAY STRENGTH. 2. LOCKS SHALL E POURED DIRECTLY AGAINST UNDISTURED SOIL AS INDICATED. PLAN TEE SECTION PLAN DEAD END SECTION 3. DESIGN DATA - STATIC PRESSURE 1000KPa. - MINIMUM EARING CAPACITY OF SOIL 120 KPa. 4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. WATERMAIN THRUST LOCKS A DRAWING NUMER 04590
NOMINAL DIAMETER (mm) EFFECTIVE AREA (m²) R RE- AR A CONC VERTICAL ENDS DOWN 90 45 22 1/2 11 1/4 R RE- AR A CONC R RE- AR A CONC R RE- AR A CONC NOMINAL DIAMETER (mm) EFFECTIVE AREA (m²) R RE- AR REDUCERS A CONC 100 0.012 1.74 15M 1 525 0.75 0.94 15M 900 450 0.38 0.37 15M 750 450 0.19 0.24 15M 750 450 0.19 100 X 0.012 1.32 15M 900 450 0.57 0.025 3.61 20M 1525 750 1.72 1.95 20M 1225 600 0.98 1.00 15M 900 450 0.38 0.50 15M 900 450 0.38 X 200 0.017 1.84 15M 900 600 0.57 200 0.042 6.21 25M 1825 900 2.87 3.36 20M 1450 675 1.53 1.71 15M 1075 525 0.76 0.86 15M 900 450 0.38 X 250 0.038 4.03 15M 1200 750 1.15 250 0.063 9.21 25M 2050 975 4.20 5.03 25M 1675 750 2.29 2.61 20M 1375 675 1.15 1.29 15M 1075 525 0.57 X 0.064 6.80 20M 1200 900 1.34 0.088 13.24 25M 2275 1 5.92 7.12 25M 1900 900 3.25 3.65 20M 1525 750 1.72 1.84 20M 1 525 0.76 200 X 0.047 4.97 15M 1200 750 1.15 RE-AR A/2 A/2 A/2 A/2 /2 A/2 A/2 ELEVATION SECTION ELEVATION SECTION VERTICAL END DOWN REDUCER AREVIATIONS: 1. CONCRETE SHALL E 20 MPa 28 DAY STRENGTH. 2. RE-ARS, REINFORCING STEEL STRUCTURAL GRADE 125 MPa MINIMUM WORKING STRESS WHEN EXPOSED TO SOIL ARS SHALL E COATED WITH ASPHALT PAINT TO PREVENT CORROSION. 3. LOCKS SHALL E POURED DIRECTLY AGAINST UNDISTURED SOIL AS INDICATED. 4. DESIGN DATA - STATIC PRESSURE 1000KPa. - MINIMUM EARING CAPACITY OF SOIL 120 KPa. 5. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. R CONC. A & REACTION IN 1000 Kg. VOLUME OF CONCRETE IN m³. DIMENSION OF CONCRETE IN mm UNLESS OTHERWISE NOTED. WATERMAIN THRUST LOCKS DRAWING NUMER 04600