WOOD SERVICE MARKER STAKE (50 x 00) PAINTED BLUE PL mm FROM PROPERTY LINE STANDARD CONCRETE SERVICE BOX WITH EXTENSION AS REQ'D 00 FINISHED GROUND/ROAD SURFACE FOR SERVICE BOXES IN CONCRETE DRIVEWAYS, SEE NOTE 50 Max. 50 Min. BEDDING MATERIAL ABOVE TOP OF SERVICE CONNECTION TRACER WIRE FOR POLYETHYLENE TUBING, SEE NOTE 7 200 Min. COVER 00 Min. COVER UNDER DITCHES 00 MIN MIN 450 MAX G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W- 45 PROVIDE GOOSENECK CORPORATION STOP AND SADDLE, c/w SS INSERT FOR PE SERVICE PIPE TYPE K ANNEALED COPPER PIPE OR POLYETHYLENE TUBING PRESSURE CLASS 200 00 Min. OF BEDDING MATERIAL BELOW SERVICE CONNECTION COMPRESSION CURB STOP c/w SS INSERT FOR PE SERVICE PIPE FEMALE I.P. THREAD KNOCK-OUT AT EACH END OF THE SERVICE BOX FOR THE SERVICE PIPE 00 TYP, MIN CRUSHED GRAVEL (20mm MINUS), COMPACTED TO 95% MODIFIED PROCTOR DENSITY 92 MIN 0 MAX KNOCK-OUT DETAIL 79 MIN 5 MAX BOTTOM OF SERVICE BOX. THIS DRAWING SHALL BE USED IN ACCORDANCE WITH SECTION 5.0 OF THE MANUAL OF ENGINEERING STANDARDS AND SPECIFICATIONS, LATEST EDITION. 2. NOMINAL TRENCH WIDTH FOR SERVICE CONNECTION TO BE 00mm. 3. CONCRETE SERVICE BOX SHALL BE INSTALLED AS PART OF THE INITIAL SERVICE INSTALLATION AS PER SECTION 5.5. 4. FOR 9mm and 25mm DIA. WATER CONNECTION, SERVICE BOXES SHALL BE CONCRETE WITH TOUCH READ CAST IRON LIDS. 5. FOR 38mm AND 50mm DIA. WATER CONNECTION, SERVICE BOXES SHALL BE CONCRETE WITH STEEL TOUCH READ TRAFFIC LIDS.. WHEN SERVICE BOX IS WITHIN A CONCRETE DRIVEWAY, CONCRETE ADJACENT TO THE SERVICE BOX MUST BE A MINIMUM OF 50mm THICK FOR A MINIMUM DISTANCE OF 50mm AROUND THE OUTSIDE EDGES OF THE SERVICE BOX. 7. TRACER WIRE SHALL BE 4 GAUGE AND BLUE IN COLOUR AS PER SECTION 5.30.. TRACER WIRE SHALL BE INSTALLED AS PER THE MANUFACTURER'S RECOMMENDATIONS AND BE ATTACHED TO THE THE CORPORATION STOP AND RUN ON TOP OF THE SERVICE PIPE TO THE CURB STOP WHERE IT SHALL BE COILED NEATLY WITHIN THE BOX WITH 00mm OF SURPLUS LENGTH. TRACER WIRE SHALL BE SECURED TO THE SERVICE PIPE AT.0m INCREMENTS USING ELECTRICAL TAPE. WIRE SHALL NOT BE WRAPPED AROUND THE SERVICE PIPE. 8. ONLY PRODUCTS LISTED IN THE CITY OF NANAIMO APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR INSTALLATION. 9. ALL DIMENSIONS ARE MILLIMETERS UNLESS NOTED OTHERWISE. WATER SERVICE CONNECTION (9Ø TO 50Ø) Created: MAR 20 Dwg No: W-
200 PL 00 MIN. PAINT CAP YELLOW PAINT RED 00mm X 00mm CEDAR POST 5Ø FIRE HOSE CONNECTION AND CAP ORIENTATED TO SUIT LOCATION BEHIND CURB AND GUTTER 5Ø GALV. IRON 90 ELBOW 000 PAINT WHITE GALV. CLAMP PAINT BODY RED MR VALVE BOX G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-2A 200 (MIN.) 25Ø DRAIN ROCK (00x00 (MIN.) 5Ø GALV. IRON 90 ELBOW. NOMINAL TRENCH WIDTH FOR FLUSHOUT IS 00mm VALVE BOX NOT TO CONFLICT WITH CURB AND GUTTER CURB AND GUTTER NOT SHOWN 2.. FILTER CLOTH DRAIN HOLE 2.0Ø MAX. 50Ø x 200 LONG PIPE 50Ø x 200 PIPE TO BE PLACED AROUND PIPE AT DRAIN HOLE TO PREVENT EROSION. 3. ABOVE GROUND FLUSHOUT TO BE RESTRAINED AS PER THRUST BLOCK OR RESTRAINER METHOD AT THE DISCRETION OF THE ENGINEER. 4. 750 (min.) WHEN RESTRAINER METHOD IS USED, RESTRAIN AS PER MANUFACTURER'S RECOMMENDATIONS. 5. ONLY PRODUCTS APPROVED BY CITY ENGINEER AND LISTED IN THE CITY OF NANAIMO APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR INSTALLATION 5Ø GALVANIZED IRON PIPE, THREADED TO FIT ELBOWS 5Ø x 000 GALV. IRON NIPPLE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN 50Ø C-900 PVC PIPE 5Ø CAST IRON BODY GATE VALVE WITH STAINLESS STEEL STEM 00 (MIN.) POLYETHYLENE SEAL UNDER VALVE FLANGES 5Ø x 50 LONG BRASS NIPPLE CAP CONC. THRUST BLOCK KEYED INTO UNDISTURBED GROUND 400mm BEYOND EACH SIDE OF THE TRENCH WALL. CAP WITH 5 THREADED BORE TIE RODDED TO PIPE CLAMP WATER MAIN 5Ø x 000 BRASS NIPPLE, OR APPROVED EQUAL (REFER TO RESTRAINER METHOD DETAIL BELOW IF FLUSHOUT IS RESTRAINED) THRUST BLOCK METHOD TIE RODS WATER MAIN RESTRAINER RESTRAINER METHOD ABOVE GROUND FLUSHOUT C/W THRUST BLOCK AND OPTIONAL RETRAINED METHOD Created: MAY 203 Dwg No: W-2A
CAST IRON FRAME AND COVER PROJECT FRAME 25 IN UNPAVED AREAS AND 0 IN PAVED AREAS ASPHALT PRECAST CONCRETE GRADE RINGS MORTAR INSIDE AND OUT BUILD TO SUIT GRADE TWO GRADE RINGS (25 MIN) FOUR GRADE RINGS (250 MAX) MR VALVE BOX 5Ø FIRE HOSE CONNECTION AND CAP 00Ø x 00 C7 CL. II CONCRETE BARREL 200 (MIN.) 5Ø GALVANIZED IRON PIPE THREADED TO FIT ELBOW AND CAP FILTER CLOTH (MAX.) JUMBO CONCRETE BRICKS (MINIMUM 4) 50Ø C-900 PVC PIPE 5Ø CAST IRON BODY GATE VALVE WITH STAINLESS STEEL STEM CONC. THRUST BLOCK KEYED INTO UNDISTURBED GROUND 400mm BEYOND EACH SIDE OF TRENCH WALL 25Ø DRAIN ROCK (00x00 MIN VOLUME) 00 (MIN.) CAP WITH 5 THREADED BORE TIE RODDED TO PIPE CLAMP G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-2B 5Ø GALV. IRON 90 ELBOW. NOMINAL TRENCH WIDTH FOR FLUSHOUT IS 00mm VALVE BOX NOT CONFLICT WITH CURB AND GUTTER CURB AND GUTTER NOT SHOWN. 2. LETTERING ON MANHOLE COVER SHALL REFER TO "CITY OF NANAIMO WATERWORKS" LETTERING SHALL BE 25 FLATTENED FACE GOTHIC LETTERING WITH FACE OF LETTERS RAISED TO THE SAME ELEVATION AS THE TOP OF THE RIBS. 3. NOT TO BE USED IN AREAS WHERE WATER TABLE COULD BE ABOVE FIRE HOSE CONNECTION. 4. DRAIN HOLE 2.0Ø MAX. SURROUNDING GRADE TO DRAIN AWAY FROM COVER. 5. 50Ø x 200 PIPE TO BE PLACED AROUND PIPE AT DRAIN HOLE TO PREVENT EROSION.. 7. 8. 50Ø x 200 LONG PIPE FLUSHOUTS LOCATED ON GRAVEL ROADS OR SHOULDERS REQUIRE A.5m X.5m HOT MIX ASPHALT APRON, 50mm THICK. BELOW GRADE FLUSHOUT TO BE RESTRAINED AS PER THRUST BLOCK OR RESTRAINER METHOD AT THE DISCRETION OF THE ENGINEER. WHEN RESTRAINER METHOD IS USED, RESTRAIN AS PER MANUFACTURER'S RECOMMENDATIONS. 9. ONLY PRODUCTS APPROVED BY CITY ENGINEER AND LISTED IN THE CITY OF NANAIMO APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR INSTALLATION. 0.ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. 5Ø x 000 GALV. IRON NIPPLE 5Ø x 50 LONG BRASS NIPPLE POLYETHYLENE SEAL UNDER VALVE FLANGES CAP WATER MAIN THRUST BLOCK METHOD TIE RODS WATER MAIN RESTRAINER METHOD 5Ø x 000 LONG BRASS NIPPLE, OR APPROVED EQUAL (REFER TO RESTRAINED METHOD DETAIL BELOW IF FLUSHOUT IS RESTRAINED) RESTRAINER BELOW GROUND FLUSHOUT C/W THRUST BLOCK AND OPTIONAL RESTRAINED METHOD Created: NOV 2009 Dwg No: W-2B
.0m (MIN.) 3Ø SCH. 40 C.S. NIPPLE, 75 LG. 00 (MIN.) LP HEAVY DUTY MANHOLE FRAME AND COVER WITH 2-20Ø VENT HOLES (SEE STD. DWG. W-9) WORDING ON COVERS SHALL READ "CITY OF NANAIMO WATERWORKS" ASPHALT APRON C/W 00mm BASE (OFF ROADWAY AREAS) 3Ø SCH.40 C.S. 90 ELL FIPT x FIPT, (TYP.) BIRD SCREEN 3Ø SCH.40 C.S. PIPE, 700 LG. 25Ø TYPE K (RIGID) COPPER TUBING 575 SQ. x 200 THICK CONCRETE PAD POURED AGAINST WELL COMPACTED EARTH. 400 550 CONCRETE SURROUND FRAME TO 50mm BELOW TOP OF BARREL (MINIMUM) ANCHOR RING G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-4 750 25Ø TYPE K (SOFT) COPPER TUBING WATERMAIN (50Ø - Ø). 2. 5.. PRECAST CONCRETE GRADE RING MORTAR INSIDE AND OUT BUILD TO SUIT GRADE TWO GRADE RINGS (25 MIN) FOUR GRADE RINGS (250 MAX) 00Ø x 00 DP. CATCH BASIN BARREL INLET PIPING. SEE DETAIL NO BEARING ON PIPE. SEE SECTION A 25Ø BRASS ADAPTER MIPT x COMPR 25Ø 90 BRASS STREET ELBOW 3. 25Ø TYPE K (SOFT) COPPER TUBING SLOPE POURED IN PLACE CONCRETE BASE CHAMBERS LOCATED ON GRAVEL ROADS OR SHOULDERS REQUIRE A.5m x.5m HOT MIX ASPHALT APRON, 50 THICK ONLY PRODUCTS APPROVED BY THE CITY ENGINEER AND LISTED IN APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR INSTALLATION ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN. 5 SLOPE BEDDING AS FOR SERVICE CONNECTION 25Ø CORPORATION STOP 25Ø SCREWED OUTLET, DOUBLE OR SINGLE STRAP SERVICE SADDLE AS REQUIRED. PLACE FILTER CLOTH OVER DRAIN ROCK PRIOR TO BACKFILL. ABOVE GROUND VENT PIPING TO BE PAINTED FOREST GREEN. 25Ø BRASS ADAPTER MIPT x COMPR. 400 25Ø 90 BRASS ELBOW SQ. CONC. PAD 4. PRECAST CB BARREL SHALL BE AN ACCEPTABLE ALTERNATIVE TO MANHOLE BARREL AND POURED IN PLACE BASE 35 CLEAR 00 25Ø COMBINATION AIR & VACUUM VALVE 00 200 SLOPE 25Ø COMP. X COMP. SLIP COUPLING 2Ø BALL VALVE & 90 BRASS ELBOW 25Ø DRAIN ROCK SECTION A AIR RELEASE VALVE 80 MIN. CLEARANCE 25Ø BRASS NIPPLE, 200 LG. 25Ø SERVICE VALVE, COMPR. x FIPT DETAIL 25Ø DRAIN ROCK (MIN. DEPTH 250) 25Ø BRASS ADAPTER MIPT x COMPR. 25Ø 90 BRASS ELL, FIPT x FIPT 25Ø BRASS ADAPTER, MIPT x COMPR. 25Ø TYPE K (RIGID) COPPER TUBING FLEXIBLE FILLER DRAIN ROCK BASE 2Ø BALL DRAIN VALVE BRASS NIPPLE 75 LG. 25Ø BRASS 90 ELL AIR RELEASE VALVE ASSEMBLY AND CHAMBER FOR 50Ø - Ø MAIN Created: MAY 203 Dwg No: W-4
PL SEE NOTE.00m (MIN.) GATE VALVE TO BE C L CLOCKWISE OPENING DISTANCE VARIES FLANGED DIRECTLY TO TEE FINISHED GRADE 50-200mm MR TYPE VALVE BOX ASPHALT APRON mm G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-5.20m (MIN.) DRAIN PORT mm. FOR HYDRANT OFFSETS REFER TO DESIGN DRAWINGS. AT NO TIME SHALL HYDRANTS BE CONSTRUCTED CLOSER THAN.0 METERS TO THE PROPERTY LINE. 2. HOSE AND PUMPER NOZZLE MUST FACE CURB. 3. HYDRANT FLANGES SHALL BE SET 50-200mm ABOVE A POINT 2% UP FROM THE TOP OF THE CURB OR FROM THE TOP OF THE EDGE OF THE ASPHALT WHERE THERE IS NO CURB UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 4. VALVE BOXES LOCATED OUTSIDE PAVED AREAS REQUIRE A.5m X.5m HOTMIX ASPHALT APRON, 50mm THICK. 5...00m FILTER CLOTH 50mmØ C-900 PVC LENGTH AS REQUIRED 50mm Ø PIPE 50 X 200 PVC VALVE HOOD 50mm Ø FxH GATE VALVE FOR VALVE NUT EXTENSION REQUIREMENTS REFER TO STD. DWG. NO. W-. ONLY PRODUCTS APPROVED BY THE CITY ENGINEER AND LISTED IN THE CITY CITY OF NANAIMO APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR CONSTRUCTION. 7. OUT OF SERVICE HYDRANTS SHALL BE BAGGED AS PER 5.52.2(h). BEDDING MATERIAL 2-20mm Ø ZINC PLATED NON-GALVANIZED TIE RODS OR AS SPECIFIED 00mm x mm x mm PRECAST CONCRETE BLOCK 50mm Ø MAX. SIZE DRAIN ROCK MIN. 0.20m 3 FxHxF TEE THRUST BLOCK HYDRANT CONNECTION Created: NOV 2009 Dwg No: W-5
3.0m ± 00mm CRUSHED GRAVEL (20mm MINUS) IMPORTED BACKFILL GRADE TO DRAIN 3 DITCH GRADE 50mm G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-7 NOTES. FINISHED GRADE 5M REBAR TIES BENT OVER ON TOP CULVERT mm Ø MIN. OR AS DIRECTED SECTION A-A ELEVATION IF THE HORIZONTAL DIRECTION OF FLOW AT CULVERT INLETS AND OUTLETS EXCEEDS 30, THE THE SANDBAG BULKHEADS REQUIRE CURVED WING WALLS TO FUNNEL THE FLOW. 2. ONLY PRODUCTS APPROVED BY THE CITY ENGINEER AND LISTED IN THE CITY OF NANAIMO APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR INSTALLATION. A A STANDARD SANDBAGS FILLED WITH 5 MPa WET PRE-MIXED CONCRETE TYPICAL DITCH SECTION AT CULVERT INLETS AND OUTLETS. 4.8.20 HYDRANT ACCESS - DITCH CROSSING DETAIL Created: MAY 999 Dwg No: W-7
L W L W L 45 MAX. L W W L HORIZONTAL 90 BEND L HORIZONTAL 45 BEND L REDUCER L SPOOL, c/w CAP & TIE BACKS TO VALVE TAR PAPER WYE W L H W W W x x 00mm PRECAST CONCRETE BLOCK L TAR PAPER x x 00mm PRECAST CONCRETE BLOCK CREOSOTED PILING TEE TEE WITH PLUG TEE WITH VALVE G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-8 TAR PAPER TYPE OF FITTING /4 BEND 22 /2 BEND MINIMUM THRUST AREAS FOR FITTINGS AT 034 kpa PRESSURE AND FOR SOILS WITH MIN. BEARING OF 9kPA (NOT TO BE USED FOR SOFT CLAY, MUCK, PEAT, etc.) FITTING SIZE OUTSIDE OF FITTING TO LENGTH HEIGHT BEARING FACE TYPE OF FITTING FITTING SIZE OUTSIDE OF FITTING TO BEARING FACE RECESS IN TRENCH LENGTH D W L H D W W L H 50 900 450 50 00 450 90 BEND 200 350 050 00 200 350 750 00 CROSS 250 375 450 750 250 375 000 750 400 50 900 400 200 900 50 450 450 50 450 450 45 BEND 200 350 00 00 200 350 400 00 00 45 WYE 250 375 750 750 250 375 500 750 750 400 900 900 400 00 900 900 50 450 225 50 50 450 450 TEE L CROSS WITH PLUG x x 00mm PRECAST CONCRETE BLOCK 200 350 00 250 375 835 450 400 900 450 50 00 450 200 350 750 00 250 375 000 750 400 200 900. ALL DIMENSIONS ARE IN MILLIMETRES. 2. DIMENSIONS APPLY TO THE LARGER DIAMETER END OF THE FITTING. 3. FOR CONCRETE SPECIFICATIONS SEE SECTION. 4. CONCRETE MINIMUM COMPRESSIVE STRENGTH SHALL BE 20MPa @ 28DAYS. 5. WHERE GROUND CANNOT BE EXCAVATED TO FREE STANDING UNDISTURBED SOIL, SMALL PLANK SHEET PILING SHALL BE DRIVEN TO PROVIDE UNDISTURBED THRUST AREA. PILING TO BE DRIVEN PRIOR TO EXCAVATING FOR THRUST BLOCK. PILING SHOULD BE USED ONLY BELOW THE PERMANENT WATER TABLE. * REDUCER CAPS AND PLUGS (IF NOT BOLTED) 200 250 50 200 350 375 400 350 250 375 400 200 250 00 750 900 450 00 HEIGHT 00 750 900 450 00 750 750 900 900 4.8.20 THRUST BLOCK DETAILS Created: MAY 200 Dwg No: W-8
VALVE MARKER, UPPER PORTION FLATTENED WITH DISTANCE TO VALVE MARKED IN BLACK FIGURES 50Ø STEEL PIPE PAINTED BLUE G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-9. FOR USE ONLY WHERE VALVE BOXES ARE LOCATED OUTSIDE THE PORTION OF A STREET. 2. 3. 4. 5..5m x.5m x 50mm THICK ASPHALT APRON VALVE THE VALVE MARKER SHALL BE LOCATED ON SITE BY THE ENGINEER, WITH THE FLATTENED END AND MARKED DISTANCE FACING THE VALVE BOX. VALVE BOXES IN UNPAVED AREAS REQUIRE A.5m x.5m HOTMIX ASPHALT APRON, 50mm THICK. FOR VALVE NUT EXTENSION REQUIREMENTS REFER TO STD. DWG. NO. W- ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN. 00 900 20 MPa CONCRETE Ø PVC PIPE 4.8.20 VALVE BOXES IN UNPAVED AREAS Created: NOV 2009 Dwg No: W-9
89Ø CORED HOLE FOR SUMP DRAIN ASSEMBLY PAINTED STEEL COVERS (H20 STATIC LOAD) PLAN 500XX DEEP SUMP C/W SUMP GRATING 57x27 KNOCK-OUT FOR SUMP DRAIN PAINTED STEEL COVER (H20 STATIC LOAD) G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W- 200 (MIN) ALLUMINUM LADDER C/W SAFETY POST SLOPE.0% ELEVATION. USE THIS DRAWING ONLY AS A GUIDE. DETAIL DESIGN SHALL CONSIDER EXISTING SITE AND SOIL CONDITIONS AND INCLUDE STEEL REINFORCEMENT. 2. CONCRETE AND REINFORCING STEEL SHALL CONFORM TO SECTION. 3. DESIGN VAULT TO WITHSTAND CS00 LOADING. 4. SIZE VAULT TO PROVIDE MINIMUM CLEARANCES AS PER SECTION 5.3. 5. CHAMBERS LOCATED ON GRAVEL ROADS OR SHOULDERS REQUIRE A.5m X.5m HOT MIX ASPHALT PERIMETER APRON, 50mm THICK.. ONLY PRODUCTS APPROVED BY THE CITY ENGINEER AND LISTED IN THE CITY OF NANAIMO APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR INSTALLATION. 7. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN. 8. MINIMUM 200mm CLEAR DISTANCE FROM FLANGE OR BOLTED CONNECTION TO THE INSIDE WALL. 290 DOMESTIC/ FIRE METER 00-50Ø 50-250Ø SUMP DRAIN TO BE CONNECTED TO CLOSEST STORM DRAIN PER SECTION 5. MINIMUM INTERVAL DIMENSION FOR THE PRECAST VAULT METER CHAMBER LENGTH 2000 200 WIDTH 200 200 METER CHAMBER PRECAST VAULT Created: MAY 202 Dwg No: W-
HEAVY DUTY, UTILITY CHAMBER MANHOLE FRAME AND COVER AS SPECIFIED ON THE CONSTRUCTION DRAWINGS (SEE NOTE ). WORDING ON COVER TO READ "CITY OF NANAIMO WATER" ASPHALT APRON C/W 50mm BASE (OFF ROADWAY AREAS) PRE-CAST CONCRETE GRADE RING MORTAR INSIDE AND OUT BUILD TO SUIT GRADE TWO GRADE RINGS (25 MIN.) FOUR GRADE RINGS (250 MAX.) 80 (MIN.) CONCRETE CONCRETE COVER SLAB TO CS00 LOADING 500 (MAX) AS PER THE CURRENT VERSION OF WORKSAFE BC 25 (MIN.) RUBBER MANHOLE SEAL RING - SECTION REQUIRED PIPE MORTAR MIX WALL OPENING DETAIL G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-A 800 (MIN.) FLOOR DRAIN ASSEMBLY AS PER SECTION 5.. 2. 3. 4. 5.. SEE WALL OPENING DETAIL x x 50 DEEP SUMP 2% 250 450 (MIN.) CHAMBERS LOCATED IN UNPAVED AREAS REQUIRE.5m x.5m GRAVEL OR PAVED SURFACE AROUND COVER. PROJECT COVER 0mm IN PAVEMENT OR 25mm IN UNPAVED AREAS ONLY PRODUCTS APPROVED BY THE DIRECTOR OF ENGINEERING AND PUBLIC WORKS AND LISTED IN THE CITY OF NANAIMO APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR INSTALLATION ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN PRECAST MANHOLE SECTION. DIAMETER TO SUIT PIPING LAYOUT JOINTS TO BE WATERTIGHT O-RING JOINTS OR RUBBER MANHOLE SEAL RINGS CHAMBER MANHOLES LOCATED IN UNPAVED AREAS REQUIRE A.5m X.5m, 50mm THICK HOT MIX ASPHALT APRON. MINIMUM 200mm CLEAR DISTANCE FROM FLANGE OR BOLTED CONNECTION TO THE INSIDE WALL WATERTIGHT MANHOLE FRAME AND COVER WHEN SPECIFICALLY APPROVED BY THE ENGINEER 9Ø LADDER RUNGS AT o.c. CAST IN WALL OF BARREL INSTALLED IN CONFORMANCE WITH WORKSAFE BC REQUIREMENTS METER CHAMBER PRECAST CIRCULAR MANHOLE Created: MAY 203 Dwg No: W-A
5 25 25 50 55 25 25 240 05 3 25 BRACKET TOUCH READ PIT LID REGISTER 30 G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-2 25 25 50 55 SINGLE METER BRACKET 55 30 55 45Ø (TYP.) 0 25 240 DOUBLE METER BRACKET 240. 2. 3. 4. BRACKETS TO BE CONSTRUCTED OUT OF 3mm ALUMINUM PLATE BRACKETS TO BE MOUNTED WITH TWO mm STAINLESS STEEL BOLTS WITH LEAD ANCHORS IN PRECAST MANHOLE METER CHAMBERS THE BRACKET SHALL BE MOUNTED BETWEEN THE FIRST AND SECOND LADDER RUNG ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN 4.8.20 WATER METER TOUCH READ BRACKET Created: MAY 203 Dwg No: W-2
DETAILS FOR METER CHAMBER REFER TO DRAWING W- REINFORCED CONCRETE THRUST BLOCK TO SPAN ENTIRE WIDTH 2 2 0 4 7 3 3 2 8 0 INLET 4 OUTLET 5 (MIN) 9 5 0 VALVE TO BE CLOSED AND LOCKED WITH CITY SUPPLIED LOCK 75Ø ELECTRICAL CONDUIT TOUCH READ SERVICE BOX 4 HXH 90 ELBOW 3 3 G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-3 INLET 5 MATERIAL LIST WATER METER (FIRE) 2 FLANGE COUPLING ADAPTER FOR STEEL PIPE 3 GALVANIZED STEEL ADJUSTABLE PIPE SUPPORT 4 PIPE SEAL ASSEMBLY 5 THRUST-SEAL PLATE C/W BOLTS REINFORCED CONCRETE THRUST BLOCK TO SPAN ENTIRE WIDTH 7 COUPLING 8 SUMP JET (OPTIONAL) 9 STRAINER DRAIN ASSEMBLY 0 GATE VALVE VALVE BOX C/W LOCKING LID 2 TEE 3 90 ELBOW 4 COUPLING 4 PLAN 7 2 3 3 ELEVATION 4 OUTLET NOTE:. THRUST BLOCKING TO BE INSTALLED AS REQUIRED. 2. METER ASSEMBLY TO BE SUPPORTED BY STEEL PIPE SUPPORTS AS REQUIRED 3. FABRICATED STEEL PIPE AND FITTING TO BE SCHEDULE 40 SANDBLASTED, EPOXY LINED, AND COATED TO AWWA C-20 & ANSI/NSF- SPECIFICATION. 4. ONLY PRODUCTS APPROVED BY THE CITY ENGINEER OR LISTED IN THE CITY OF NANAIMO APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR INSTALLATION. ONLY UL LISTED/FM APPROVED PRODUCTS SHALL BE APPROVED FOR FIRELINE SERVICE. 5. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. 5 FIRE/DOMESTIC WATER METER PIPING LAYOUT (00Ø - 250Ø) Created: MAY 203 Dwg No: W-3
2 3 4 5 7 8 MATERIAL LIST GATE VALVE WATER METER FLANGED COUPLING ADAPTOR SILENT CHECK VALVE LOCKING BALL VALVE COUPLING TEST PORT WITH VALVE (FOR 00Ø METERS OR LARGER) THRUST RINGS, c/w REINFORCED CONCRETE THRUST BLOCK TO SPAN ENTIRE WIDTH 8 4 3 3 PIPE DIA. (MIN.) 7 2 FLOW G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-4 SEE DRAWING W- FOR METER CHAMBER DETAILS PRECAST VAULT METER CHAMBER. METER ASSEMBLY TO BE SUPPORTED BY STEEL PIPE SUPPORTS AS REQUIRED. 2. THRUST BLOCKING TO BE INSTALLED AS REQUIRED. 5 PIPE DIA.(MIN.) 3. METER BY-PASS MAY BE INSTALLED OUTSIDE THE CHAMBER. VALVES OUTSIDE THE CHAMBER SHALL BE C.I. OR D.I. GATE VALVES AS PER SECTION 5.24. 4. ONLY PRODUCTS APPROVED BY THE CITY ENGINEER AND LISTED IN THE CITY OF NANAIMO APPROVED PRODUCT LIST WILL BE ACCEPTED FOR INSTALLATION. 5. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. FLOW 8 5 DOMESTIC WATER METER PIPING LAYOUT (75Ø - 250Ø) Created: MAY 202 Dwg No: W-4
MATERIAL LIST 2 3 4 5 GATE VALVE WATER METER - DOMESTIC CURB STOP METER BOX COUPLING VALVE BOX 4 2 5 G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-4A. 2. METER BY-PASS MAY BE INSTALLED OUTSIDE THE METER BOX. VALVES OUTSIDE THE METER BOX SHALL BE AS PER SECTION 5.30.8 3 FLOW PLAN ONLY PRODUCTS APPROVED BY THE CITY ENGINEER AND LISTED IN THE CITY OF NANAIMO APPROVED PRODUCT LIST WILL BE ACCEPTED FOR INSTALLATION FLOW CLOSED & LOCKED W/ CITY SUPPLIED LOCK DOMESTIC WATER METER PIPING LAYOUT (38Ø & 50Ø) Created: MAY 203 Dwg No: W-4A
MATERIAL LIST GATE VALVE (OS&Y) 2 CHECK VALVE 3 4 BY-PASS METER LOCKING BALL VALVE 5 DETECTOR CHECK 7 8 9 THRUST RING, c/w REINFORCED CONCRETE THRUST BLOCK TO SPAN ENTIRE WIDTH FLANGED COUPLING ADAPTOR TEE 90 ELBOW SEE DRAWING W- FOR METER CHAMBER DETAILS 0 COUPLING (MIN.) 7 2 G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-5. 2. 3. METER ASSEMBLY TO BE SUPPORTED BY STEEL PIPE SUPPORTS AS REQUIRED THRUST BLOCKING TO BE INSTALLED AS REQUIRED 5 FLOW ONLY PRODUCTS APPROVED BY THE CITY ENGINEER AND LISTED IN THE CITY OF NANAIMO APPROVED PRODUCT LIST WILL BE ACCEPTED FOR INSTALLATION. ONLY UL/FM LISTED PRODUCTS SHALL BE APPROVED FOR FIRE LINE SERVICE 4 3 DETECTOR CHECK FIRE LINE SERVICE PIPING LAYOUT (00Ø - 250Ø) Created: MAY 203 Dwg No: W-5
85 50Ø MR VALVE BOX AS PER DWG. NO. W-A 50 WATER 75 40 SECTION VIEW TOP VIEW PARSONS LONG NECK LID (NELSON + MR TYPE) 00 MINIMUM 200 MAXIMUM 470 50 SQUARE NUT 40 Ø VALVE RISER GUIDE 9Ø STEEL ROD OR 25Ø STEEL ROD SQUARE SOCKET G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-. 3. 4. 5. LENGTH TO SUIT VALVE EXTENSION ROD IF REQUIRED. 50Ø C-900 PVC PIPE (SEE NOTE 2) GATE VALVE CONCRETE FOOTING (IF REQUIRED BY ENGINEER) VALVE RISER PIPE IN TRAVELED AREAS SHALL BE 50Ø DR-8 PVC AND IN UNTRAVELED AREAS SHALL BE 50Ø DR-35 PVC AT THE DISCRETION OF THE ENGINEER. ONLY PRODUCTS APPROVED BY THE CITY ENGINEER AND LISTED IN THE CITY OF NANAIMO APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR CONSTRUCTION. 50 ASSEMBLY WITH CONCRETE FOOTING 50 X 200 PVC VALVE HOOD FOR 200 Ø & GREATER VALVES 2. VALVE BOX SHALL BE MR TYPE AS PER STD. DWG. NO. W-A. NELSON-TYPE VALVE BOX SHALL BE USED IN NON-PAVED AREAS AT THE DISCRETION OF THE ENGINEER.. ALL MR AND NELSON BOX LIDS SHALL BE PARSONS LONG NECK. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN. NO TIE-DOWNS REQUIRED IF VALVE FLANGED TO RESTRAINED TEE. 0M MIN REBAR TIE-DOWNS VALVE EXTENSION ROD EXTENSION RODS REQUIRED WHEN BURY DEPTH EXCEEDS.2m FROM TOP OF VALVE TO GROUND LEVEL. TOP OF EXTENSION ROD NUT SHALL BE 00mm MINIMUM AND 200mm MAXIMUM TO GROUND LEVEL. 50 50 50 SECTION OF CONCRETE FOOTING GATE VALVE & VALVE NUT EXTENSIONS Created: MAY 203 Dwg No: W-
3mm RAISED SINGLE DIAMOND CHECKER PLATE FLANGE PARSONS LONG NECK LID C/W WORD "WATER" STAMPED IN 20mm HIGH LETTERING FOR IDENTIFICATION A A WATER LID 84 (MR) LID 235 (MR8) 34 (MR) 397 (MR8) PLAN G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-A 450 MIN.. FINISH COATING TO BE BITUMINOUS DIP. ID 87 (MR) ID 233 (MR8) OD 24 (MR) OD 25 (MR8) SECTION A - A 2. ONLY PRODUCTS APPROVED BY THE CITY ENGINEER AND LISTED IN THE CITY OF NANAIMO APPROVED PRODUCT LIST WILL BE ACCEPTED FOR CONSTRUCTION. 3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. MIN. WALL THICKNESS mm 4..20 MR TYPE WATER VALVE BOX Created: NOV 2009 Dwg No: W-A
LOCATE GOOSE NECK OUTLET AS CLOSE TO CENTER OF CB GRATE AS POSSIBLE GOOSE NECK CB OUTLET TYPE CB FOR SURGE AND EJECTOR DRAINS (STD. DWG. SW- & SW-) ASPHALT APRON PLAN VIEW BIRD SCREEN WELDED TO END OF BEND 80 BEND WELDED TO PIPE G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-8 SLOPE GROUND TO CB GRATE FOR SURGE AND EJECTOR DRAINS AIR GAP MUST BE THREE PIPE DIAMETERS OR 450mm WHICH EVER IS GREATER MIN. WIDE ASPH. OR CONC. APRON CB OUTLET TO STORM DRAINAGE SYSTEM NOTE: SIDE VIEW.) CONCRETE NO POST BARRIER PROTECTION REQUIRED FOR VENTS WITHIN 4.0m OF ROADWAY 2.) 3.) TO NEAREST CB 350 ONLY PRODUCTS APPROVED BY THE CITY ENGINEER AND LISTED IN THE CITY OF NANAIMO APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR INSTALLATION. ALL DIMENSION IN MILLIMETERS UNLESS OTHERWISE SHOWN. SCH. 40 GALV STEEL PIPE ASPH. OR CONC. APRON TO EXTEND AROUND OUTLET PIPE SURGE OUTLET OR EJECTOR DRAIN OUTLET APPROVED TRANSITION COUPLING THRUST BLOCK TO UNDISTRURBED GROUND GOOSE NECK FOR PRESSURE REDUCING STATION DRAIN Created: MAY 202 Dwg No: W-8
REFERRING TO "CITY OF NANAIMO WATER", LETTERING SHALL BE 25 FLATTENED FACE GOTHIC WITH FACE OF LETTERS RAISED TO THE SAME LEVELS AS THE TOP OF THE RIBS (IN STATUTORY RIGHTS-OF-WAY INCLUDE THE WORDING "DO NOT COVER" ON THE MANHOLE LID) MANUFACTURER'S SYMBOL 90 MAXIMUM DIMENSION, CIRCLE OR SQUARE 83Ø 2-2Ø HOLES Ø x 5 GALVANIZED STEEL CARRIAGE BOLT AND NUT 8 TO SIT FLUSH WITH COVER WHEN NOT EXTENDED G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-9 22 25 PLAN 55Ø 495Ø COVER 22Ø 572Ø 508Ø FRAMES INSTALLED ON 00Ø BARRELS SHALL NOT HAVE RIB FRAME 5 90 BURR THREADS 58 80 5/8" GALVANIZED WASHER REQUIRED ON CARRIAGE BOLT WHEN NUT PENETRATES INTO CASTING.. THIS DRAWING SHALL BE USED IN ACCORDANCE WITH SECTION 5.0 OF THE MANUAL OF ENGINEERING STANDARDS AND SPECIFICATIONS, LATEST EDITION. 2. CASTINGS SHALL BE CERTIFIED TO MEET CS-00 LOADING. 3. ALL BEARING SURFACES BETWEEN FRAME, COVER AND RISER RINGS SHALL BE MACHINED FOR NON-ROCKING FIT IN ALL POSITIONS. ALLOW.5mm RAISED FACE IN CASTINGS FOR MACHINING. 4. ONLY PRODUCTS LISTED IN THE CITY OF NANAIMO APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR INSTALLATION. 5. ALL DIMENSIONS ARE MILLIMETERS UNLESS NOTED OTHERWISE. MANHOLE COVER AND FRAME Created: MAR 20 Dwg No: W-9
05mm 80mm 775 I.D. 52 I.D. 55 80 LIFTING HOLE 9 25 SQ. KNOBS AT 50 INTERVALS G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-20 PLAN OF FRAME FRAME OUTER RING COVER 9 SECTION OF FRAME, RING AND COVER 50 9 84 200 PLAN OF OUTER RING. THIS DRAWING SHALL BE USED IN ACCORDANCE WITH SECTION 5.0 OF THE MANUAL OF ENGINEERING STANDARDS AND SPECIFICATIONS, LATEST EDITION. 2. CASTINGS SHALL BE CERTIFIED TO MEET CS-00 LOADING. 3. THIS MANHOLE FRAME AND COVER IS TO BE USED FOR ACCESS TO UNDERGROUND UTILITY CHAMBERS, INCLUDING PUMPS STATIONS AND PRVs, WHERE A LARGER ACCESS DIAMETER IS REQUIRED. 4. FOR COVER LETTERING AND BOLTING REQUIREMENTS REFER TO STD. DWG. W-9 OR W-2. 5. ONLY PRODUCTS LISTED IN THE CITY OF NANAIMO APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR INSTALLATION.. ALL DIMENSIONS ARE MILLIMETERS UNLESS NOTED OTHERWISE. UTILITY CHAMBER MANHOLE FRAME, RING AND COVER Scale: Created: Dwg No: NTS MAR 20 W-20
APPLICATION: UNITS ARE FOR USE IN AREAS WHERE FLOODING OR HIGH TIDES ARE POSSIBLE. THIS UNIT SHALL HAVE A POSITIONING LUG IN COVER FOR EASY REPLACEMENT OF CAP SCREWS AND SHALL BE EQUIPPED WITH FOUR ONLY 9Ø HOLES IN FRAME FOR ANCHOR BOLTS AS SHOWN. PENTA HEAD CAP SCREWS POSITIONING LUG 57 3 9 REFERRING TO "CITY OF NANAIMO WATER", LETTERING SHALL BE 25 FLATTENED FACE GOTHIC WITH FACE OF LETTERS RAISED TO THE SAME LEVELS AS THE TOP OF THE RIBS (IN STATUTORY RIGHTS-OF-WAY INCLUDE THE WORDING "DO NOT COVER" ON THE MANHOLE LID) A A WEIGHT OF UNIT SHOWN IS FRAME = 3.4 kg COVER = 5.7 kg G:\INFRASTRUCTURE PLANNING\STANDARDS & PRODUCTS\MOESS\EDITION NO\FINAL DRAFT\FINAL DRAFT STANDARD CAD DRAWINGS\SECTION 5 DWGS\W-2 32 x DEEP SQUARES WIDE RIDGES 0 PLAN 78 03 549 543 43 45 502 549 SECTION A-A 25 SEE NOTE 3 7 54 FURNISHED WITH: A) FOUR 3x57 PENTA HEAD STAINLESS STEEL CAP SCREWS TO DISCOURAGE VANDALISM. B) A mm THICK NEOPRENE GASKET FULLY ENCOMPASSING BOLT HOLES. C) METAL SURFACES BETWEEN FRAME AND COVER MACHINED TO ENSURE NON ROCKING FIT IN ALL POSITIONS. ALLOW.5 RAISED FACE IN CASTING FOR MACHINING. D) MANUFACTURE BOLT HOLES TO PERMIT INTERCHANGING OF COVERS BETWEEN FRAME UNITS. 32 25 84 NEOPRENE GASKET DIA. OF COVER ------ 543 THICKNESS OF COVER -- 54 DIA. OF FRAME ------ 78 DEPTH OF FRAME -----84. THIS DRAWING SHALL BE USED IN ACCORDANCE WITH SECTION 5.0 OF THE MANUAL OF ENGINEERING STANDARDS AND SPECIFICATIONS, LATEST EDITION. 2. CASTINGS SHALL BE CERTIFIED TO MEET CS-00 LOADING. 3. FRAME SHALL BE SET IN MORTAR AND BOLTED TO THE MANHOLE SLAB WITH 9Ø STAINLESS STEEL BOLTS, WASHERS AND NUTS. 4. THIS DRAWING TO BE READ IN ACCORDANCE WITH DRAWING W-A. 5. ONLY PRODUCTS LISTED IN THE CITY OF NANAIMO APPROVED PRODUCTS LIST WILL BE ACCEPTED FOR INSTALLATION.. ALL DIMENSIONS ARE MILLIMETERS UNLESS NOTED OTHERWISE. WATERTIGHT MANHOLE FRAME AND COVER Scale: Created: Dwg No: NTS MAR 20 W-2