CURB EXPANSION JOINTS (TYP) BOULEVARD 5 t /4 TOOLED EDGES EXPANSION JOINTS (TYP) CONTRACTION JOINTS (TYP) 2 m (TYP) BOULEVARD CURB EXPANSION JOINTS (TYP) EVERY 6 m PLAN TYPICAL CONTRACTION JOINT CURB 12 TOOLED EDGES CONTRACTION JOINTS (TYP) EXPANSION JOINTS (TYP) WALK 2 m (TYP) SIDEWALK CURB BITUOUS FIBRE TYPICAL EXPANSION JOINT EXPANSION JOINTS (TYP) EVERY 6 m PLAN 1. POLES AND OTHER FIXED OBJECTS SHALL BE ISOLATED BY THE USE OF EXPANSION JOINTS. 2. t = THICKNESS OF SIDEWALK. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 1 NOV 2014 LOCATION AND DETAIL OF JOINTS FOR SIDEWALK T-310.010-1
ROUNDED USING STANDARD EDGING TOOL 1.7 m FINISHED BOULEVARD GRADE CURB AND GUTTER SLOPE 2% - 4% t SIDEWALK 100 um THICK POLYETHYLENE VAPOUR BARRIER. (OR EQUIVALENT) mm GRANULAR A BASE 1. FOR SIDEWALK ABUTTING CURB OR CURB AND GUTTER REFER TO T-600.05-1 AND T-600.11-1. 2. SIDEWALK THICKNESS 130 mm EXCEPT ACROSS COMMERCIAL, INDUSTRIAL AND HIGH DENSITY RESIDENTIAL DRIVEWAY WHERE THICKNESS SHALL BE 180 mm. 3. t = THICKNESS OF SIDEWALK. 4. JOINTS SHALL BE ACCORDING TO T-310.010-1. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2014 SIDEWALK WITH BOULEVARD T-310.010-2
230 2.4 m DESIRABLE 2.0 m IMUM SIDEWALK R=25 mm R=30 mm VARIABLE (3:1 MAXIMUM) t 2 % - 4 % R=5 mm VARIABLE 300 mm. TO 500 mm MAX. 100 um THICK POLYETHYLENE VAPOUR BARRIER UNDERLAY (OR EQUIVALENT) mm GRANULAR A BASE 1. SIDEWALK THICKNESS 130 mm EXCEPT ACROSS COMMERCIAL, INDUSTRIAL AND HIGH DENSITY RESIDENTIAL DRIVEWAY WHERE THICKNESS SHALL BE 180 mm. 2. t = THICKNESS OF SIDEWALK. 3. JOINTS SHALL BE ACCORDING TO T-310.010-1. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 1 NOV 2014 SIDEWALK WITH RETAINING CURB T-310.010-3
FINISHED ROAD SURFACE 20 180 1.7 m 40 mm R TOOLED GROOVE SLOPE 2% - 4% 114 t 400 100 um THICK POLYETHYLENE VAPOUR BARRIER (OR EQUIVALENT) SIDEWALK 250 ALTERNATE CURB FACE WHERE PAVEMENT NOT BEING RECONSTRUCTED 75 mm x 75 mm FILLET mm GRANULAR A BASE -250 mm ROAD BASE 1. t = THICKNESS OF SIDEWALK. 2. SIDEWALK THICKNESS mm EXCEPT ACROSS COMMERCIAL, INDUSTRIAL AND HIGH DENSITY RESIDENTIAL DRIVEWAY WHERE IT SHALL BE 180 mm. 3. JOINTS SHALL BE ACCORDING TO T-310.010-1. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2014 COMBINED CURB AND SIDEWALK T-310.010-4
EXPANSION JOINT EXPANSION JOINT 300 IMUM EXISTING MAINTENANCE HOLE 300 IMUM 300 IMUM 300 IMUM CATCH BASIN FACE OF CURB FACE OF CURB 2 m ISOLATION OF CATCH BASIN CHAMBERS, MAINTENANCE HOLES AND CHAMBERS WITHIN THE SIDEWALK AND CURB EXPANSION JOINT EXPANSION JOINT 75 75 75 75 VARIES ( mm MAX.) POLE OR HYDRANT ISOLATION OF OIL INTAKE ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 1 NOV 2014 JOINTS AT SIDEWALK OPENINGS T-310.010-5
SIDEWALK STAMP EXPANSION/CONTRACTION JOINT 50 VARIABLE PLAN SIDEWALK 1. ONE STAMPED IMAGE OF CONTRATOR'S LOGO PER BLOCK AT EACH END OF THE INSTALLATION PER STREET BLOCK, OR AT EACH TENTH BAY, WHICHEVER IS LESS, AND AT ALL OTHER PLACES AS DIRECTED. 2. DETAILS OF SIDEWALK STAMP ACCORDING TO T-310.010-7. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2014 SIDEWALK STAMP LOCATION FOR NEW SIDEWALK INSTALLATION T-310.010-6
225 NTRACTOR'S C O 40 20 COMPANY 25 NA M E 130 3 GROOVE DIMENSIONS HEIGHT WIDTH DEPTH STYLE: GOTHIC NUMBERS 40 25 6 LETTERS 25 20 5 CONTRACTOR'S NAME CAN BE ABBREVIATED STANDARD SIDEWALK STAMP NOTES : 1. SIDEWALK STAMP SHALL BE MADE OF FORGED MANUFACTURED STEEL (DYE CASTING). 2. SIDEWALK STAMP LOCATION ACCORDING TO T-310.010-6. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2014 DETAIL OF SIDEWALK STAMP T-310.010-7
TYPE "A" 2000 EXISTING SIDEWALK 2400 BUS STOP 2% SLOPE 1700 16000 EXISTING CURB TYPE "B" A BUS STOP 2% SLOPE 2400 16000 EXISTING CURB A TYPE "C" 3000 ADDITION FOR ACCESSIBILITY 1000 BUS STOP EXISTING SIDEWALK 2% SLOPE 1700 EXISTING CURB 1.7 m EXPANSION JOINT 100 um THICK POLYETHYLENE VAPOUR BARRIER. (OR EQUIVALENT) t SLOPE 2% - 4% CURB OR CURB AND GUTTER mm GRANULAR A BASE SIDEWALK SECTION A-A 1. FOR SIDEWALK ABUTTING CURB OR CURB AND GUTTER REFER TO T-600.05-1 AND T-600.11-1. 2. SIDEWALK THICKNESS 130 mm EXCEPT ACROSS COMMERCIAL, INDUSTRIAL AND HIGH DENSITY RESIDENTIAL DRIVEWAY WHERE THICKNESS SHALL BE 180 mm. 3. t = THICKNESS OF SIDEWALK (BUS STOP LANDING). 4. JOINTS SHALL BE ACCORDING TO T-310.010-1. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2014 BUS STOP LANDING FOR STANDARD AND ARTICULATED BUSES T-310.010-8 NTS SHEET 1
EXISTING OR NEW CURB CURB EXPANSION JOINT, 6.0 m APART, TYP. SIDEWALK COARSE TEXTURED BROOM FINISH, PERPENDICULAR TO CURB, TYP. STREETLNI E OI NS VARY) C( OND TI BOULEVARD EDGE COARSE TEXTURED BROOM FINISH, 45 DEGREE ANGLE TO CURB, TYP. CONTROL JOINT, 2.0 m APART, TYP. EXPANSION JOINT WHEN EXISTING SIDEWALK IS RETAINED OR MONOLITHIC SIDEWALK IS NOT FEASIBLE (SEE NOTE 1) 20. m,typ. 60. m,typ. TROWELLED JOINTS, TYP. NOTE: 1. LONGITUDINAL EXPANSION JOINT IS REQUIRED BETWEEN THE SIDEWALK AND APRON WHEN THE DIFFERENCE BETWEEN THE SIDEWALK CROSSFALL AND THE APRON CROSSFALL IS 2% OR GREATER. 2. EXPANSION JOINT AND TROWELLED JOINT ACCORDING TO T-310.010-1. 3. BOULEVARD EDGE THICKNESS AND BEDDING ACCORDING TO T-310.010-2. BOULEVARD EDGE (VARIES) SIDEWALK 2.1 m (1.7 m.) ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 0 APR 2015 BOULEVARD EDGE T-310.010-9
SIDEWALK TACTILE WALKING SURFACE INDICATORS TO BE PROVIDED ON PEDESTRIAN REFUGE ISLANDS WITH TWO STAGE PEDESTRIAN SIGNALS PED. REFUGE ISLAND SIDEWALK PEDESTRIAN CROSSING ZEBRA PAVEMENT MARKING ACCORDING TO T-310.030-5 DROPPED CURB AND GUTTER DETAIL ACCORDING TO T-310.030-10 AND T-310.030-11 CURB TRANSITION CURB AND GUTTER ACCORDING TO T-600.05-1 TACTILE WALKING SURFACE INDICATOR ACCORDING TO T-310.030-10 AND T-310.030-11 SIDEWALK MEDIAN ISLAND YIELD SIGN (Ra-2, 75cm) SIDEWALK 1. DROPPED CURBS ARE TO BE PROVIDED FOR WIDTH OF ALL PEDESTRIAN CROSSING ZEBRA MARKINGS. 2. TACTILE WALKING SURFACE INDICATORS ARE TO BE INSTALLED AT ALL PEDESTRIAN CROSSINGS IN CONJUNCTION WITH ALL ROAD AND SIDEWALK CONSTRUCTION, RECONSTRUCTION AND RESURFACING PROJECTS. 3. EACH LOCATION IS SITE SPECIFIC AND CONSULTATION WITH THE CITY OF TORONTO MAY BE REQUIRED FOR NON TYPICAL INTERSECTIONS AND PEDESTRIAN CROSSINGS. 4. REFER TO T-310.030-9 FOR DETAILS ABOUT LOCATION OF TACTILE WALKING SURFACE INDICATORS, CURB CUTS, AND SIDEWALK RAMPS. ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 0 APR 2014 SIGNALIZED INTERSECTION CONFIGURATIONS OF PEDESTRIAN CROSSINGS T-310.030-7
DROPPED CURB AND GUTTER DETAIL ACCORDING TO T-310.030-10 AND T-310.030-11 SIDEWALK 2.1m CURB AND GUTTER ACCORDING TO T-600.05-1 TACTILE WALKING SURFACE INDICATOR ACCORDING TO T-310.030-10 AND T-310.030-11 SIDEWALK CURB TRANSITION 2.5m 2.1m CROSSING PATH WHERE PEDESTRIAN CROSSING PAVEMENT MARKINGS ARE NOT USED 10cm WIDE SOLID WHITE PAVEMENT MARKING SIDEWALK 2.5m SIDEWALK STOP SIGN (Ra-1, 60cm x 60cm) ALL-WAY TAB (Ra-1t) AS REQUIRED 1. DROPPED CURBS ARE TO BE PROVIDED FOR WIDTH OF 4. EACH LOCATION IS SITE SPECIFIC AND CONSULTATION ALL PEDESTRIAN CROSSING PAVEMENT MARKINGS. WITH THE CITY OF TORONTO MAY BE REQUIRED FOR NON TYPICAL INTERSECTIONS AND PEDESTRIAN CROSSINGS. 2. DROPPED CURBS ARE TO BE PROVIDED FOR WIDTH OF SIDEWALK FOR CONTROLLED PEDESTRIAN CROSSINGS 5. REFER TO T-310.030-9 FOR DETAILS ABOUT LOCATION OF WHERE PAVEMENT MARKINGS ARE NOT USED. TACTILE WALKING SURFACE INDICATORS, CURB CUTS, AND SIDEWALK RAMPS. 3. TACTILE WALKING SURFACE INDICATORS ARE TO BE INSTALLED AT ALL PEDESTRIAN CROSSINGS IN CONJUNCTION WITH ALL ROAD AND SIDEWALK CONSTRUCTION, RECONSTRUCTION AND RESURFACING PROJECTS. ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 0 APR 2014 CONTROLLED NON SIGNALIZED INTERSECTION CONFIGURATIONS OF PEDESTRIAN CROSSINGS T-310.030-8
CURB AND GUTTER ACCORDING TO T-600.05-1 DROPPED CURB AND GUTTER DETAIL ACCORDING TO T-310.030-10 AND T-310.030-11 CURB TRANSITION DROPPED CURB AND GUTTER DETAIL ACCORDING TO T-310.030-10 AND T-310.030-11 TACTILE WALKING SURFACE INDICATOR ACCORDING TO T-310.030-10 AND T-310.030-11 VARIES, NOTE A 1.2m TACTILE WALKING SURFACE INDICATOR ACCORDING TO T-310.030-10 AND T-310.030-11 CURB TRANSITION 75mm DROPPED CURB AND GUTTER ACCORDING TO T-600.05-1 1.2m VARIES, NOTE A 1.2m VARIES, NOTE A VARIES, NOTE B CONTINUOUS DROPPED CURB AT INTERSECTION CORNER 1.2m VARIES, NOTE A 0.45m 0.3m TWO SEPARATED DROPPED CURBS AT INTERSECTION CORNER 0.45m VARIES, NOTE B 1.2m CURB AND GUTTER ACCORDING TO T-600.05-1 CURB TRANSITION DROPPED CURB AND GUTTER DETAIL ACCORDING TO T-310.030-10 AND T-310.030-11 1.2m A. 3.0m IMUM FOR SIGNALIZED INTERSECTIONS, 2.5m IMUM FOR NON SIGNALIZED INTERSECTIONS WITH PEDESTRIAN CROSSING PAVEMENT MARKINGS, 2.1m IMUM FOR NON SIGNALIZED INTERSECTIONS WITHOUT PEDESTRIAN CROSSING PAVEMENT MARKINGS. B. WHEN DISTANCE IS LESS THAN 1.2m USE CONTINUOUS DROPPED CURB AT INTERSECTION CORNER. WHEN DISTANCE IS GREATER THAN OR EQUAL TO 1.2m USE TWO SEPARATED DROPPED CURBS AT INTERSECTION CORNER. 1. DROPPED CURB TO BE PROVIDED FOR WIDTH OF ALL PEDESTRIAN CROSSINGS. VARIES, NOTE A 1.2m DROPPED CURB AT PEDESTRIAN REFUGE ISLANDS AND MID BLOCK CROSSINGS WITH TWO STAGE PEDESTRIAN SIGNALS VARIES, NOTE A 1.2m TACTILE WALKING SURFACE INDICATOR ACCORDING TO T-310.030-10 AND T-310.030-11 2. TACTILE WALKING SURFACE INDICATORS TO BE PROVIDED ONLY WITHIN WIDTH OF PEDESTRIAN CROSSINGS. 3. TACTILE WALKING SURFACE INDICATORS ARE TO BE INSTALLED AT ALL PEDESTRIAN CROSSINGS IN CONJUNCTION WITH ALL ROAD AND SIDEWALK CONSTRUCTION, RECONSTRUCTION AND RESURFACING PROJECTS. 4. EACH LOCATION IS SITE SPECIFIC AND CONSULTATION WITH THE CITY OF TORONTO MAY BE REQUIRED FOR NON TYPICAL INTERSECTIONS AND PEDESTRIAN CROSSINGS. 5. REFER TO T-310.030-7 FOR VARIOUS CONFIGURATIONS OF PEDESTRIAN CROSSINGS AT SIGNALIZED INTERSECTIONS AND T-310.030-8 FOR CONTROLLED NON SIGNALIZED INTERSECTIONS. ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 0 APR 2014 LOCATION OF DROPPED CURBS AT CONTROLLED INTERSECTIONS T-310.030-9
BACK OF SIDEWALK 2-4% 1.2m PEDESTRIAN CLEAR WAY 1.5m PREFFERED 5% TYP 5% TYP BACK OF CURB FACE OF CURB 5% TYP 5% TYP 1.5m 2-4% TACTILE WALKING SURFACE INDICATOR 610mm CURB TRANSITION DROPPED CURB 200mm VARIES, SEE NOTE B 5% TYP SLOPE TACTILE WALKING SURFACE INDICATORS TO BE PLACED AS CLOSE AS POSSIBLE TO BACK OF CURB VARIES, SEE NOTE B 5% TYP SLOPE EDGE OF PAVEMENT VARIES, SEE NOTE A TACTILE WALKING SURFACE INDICATOR AND CURB RAMP PEDESTRIAN CROSSING PAVEMENT MARKINGS 5mm R 300 200 120 5mm R A. 3.0m IMUM FOR SIGNALIZED INTERSECTIONS, 2.5m IMUM FOR NON SIGNALIZED INTERSECTIONS WITH PEDESTRIAN CROSSING PAVEMENT MARKINGS, 2.1m IMUM FOR NON SIGNALIZED INTERSECTIONS WITHOUT PEDESTRIAN CROSSING PAVEMENT MARKINGS. 275 20 2:1 BEVEL 10 B. 1.2m IMUM FOR TRANSITIONS BETWEEN FULL HEIGHT CURB AND 120mm DROPPED CURB, 0.45m IMUM FOR TRANSITIONS BETWEEN 120mm DROPPED CURB AND 75mm DROPPED CURB. DROPPED CURB 1. REFER TO T-310.030-9 FOR INFORMATION ABOUT THE LOCATION OF DROPPED CURBS. CURB SIDE SLOPE 5% TYP SIDEWALK SIDE 3mm MAX 22mm-25mm 5mm±1 55mm-63mm 12mm-15mm 3mm MAX 12mm-15mm TACTILE WALKING SURFACE INDICATOR 2:1 BEVEL CROSS SECTION OF TACTILE WALKING SURFACE INDICATORS ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 0 APR 2014 TACTILE WALKING SURFACE INDICATOR AND CURB RAMP DETAIL T-310.030-10
2-4% BACK OF SIDEWALK 5% MAX 5% MAX 5% MAX 2-4% 2.0m TYP 1.7m VARIES 5% MAX 610mm VARIES CURB TRANSITION DROPPED CURB CURB TRANSITION BACK OF CURB FACE OF CURB EDGE OF PAVEMENT VARIES, SEE NOTE A TACTILE WALKING SURFACE INDICATOR AND DEPRESSED CURB TACTILE WALKING SURFACE INDICATORS TO BE PLACED AS CLOSE AS POSSIBLE TO BACK OF CURB PEDESTRIAN CROSSING PAVEMENT MARKINGS 300 200 5mm R 275 20 2:1 BEVEL 10 120 5mm R A. 3.0m IMUM FOR SIGNALIZED INTERSECTIONS, 2.5m IMUM FOR NON SIGNALIZED INTERSECTIONS WITH PEDESTRIAN CROSSING PAVEMENT MARKINGS, 2.1m IMUM FOR NON SIGNALIZED INTERSECTIONS WITHOUT PEDESTRIAN CROSSING PAVEMENT MARKINGS. 1. REFER TO T-310.030-9 FOR INFORMATION ABOUT THE LOCATION OF DROPPED CURBS. DROPPED CURB CURB SIDE SLOPE 5% MAX SIDEWALK SIDE 3mm MAX 22mm-25mm 5mm±1 55mm-63mm 12mm-15mm 3mm MAX 12mm-15mm TACTILE WALKING SURFACE INDICATOR CROSS SECTION OF TACTILE WALKING SURFACE INDICATORS 2:1 BEVEL ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 0 APR 2014 TACTILE WALKING SURFACE INDICATOR AND DEPRESSED CURB DETAIL T-310.030-11 NTS SHEET 1
ASPHALT CURB AND GUTTER SEE DWG. NO. T-600.05-1 AND T-600.11-1 OR AS SPECIFIED GRANULAR A ASPHALT DRIVEWAY CURB AND GUTTER SEE DWG. NO. T-600.05-1 AND T-600.11-1 OR AS SPECIFIED GRANULAR A DRIVEWAY TYPE OF DRIVEWAY RESIDENTIAL PAVEMENT STRUCTURE HL-3 F (FINE) TOP (2 LIFTS) HL-8 BASE (SEE NOTE 2) THICKNESS (mm) 80 0 ASPHALT INDUSTRIAL, CONDOIUM HIGH RISE, COMMERCIAL GRANULAR A HL-3 F (FINE) TOP HL-8 BASE (2 LIFTS) GRANULAR A 50 80 RESIDENTIAL INDUSTRIAL CONDOIUM HIGH RISE,COMMERCIAL PORTLAND CEMENT (PCC) TOP GRANULAR A PORTLAND CEMENT (PCC) TOP GRANULAR A 180 1. KEY BEHIND CURB TO BE LOWERED TO ACCOMMODATE THE FULL DRIVEWAY THICKNESS. 2. NEW ASPHALT DRIVEWAY TO BE PLACED IN 2 LIFTS WITH 40 mm HL-3 TOP AND 40 mm HL-8 BASE, OR AS SPECIFIED. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2014 DRIVEWAY THICKNESS T-310.050-8 NTS SHEET 1
LEFT TURN 3.4 m 3.0 m 4.4 m RADIUS AS SPECIFIED 400 SIDEWALK ENTRANCE FOR HEAVY INDUSTRIAL WITH LEFT TURN 7.8 m ENTRANCE FOR HEAVY INDUSTRIAL DROPPED CURB 7.2 m ENTRANCE 1.0m FOR COMMERCIAL, 400 LIGHT INDUSTRIAL, ETC. DROPPED CURB DETAIL 1 ROW 1.0 m SIDEWALK BOULEVARD CURB OR CURB AND GUTTER FOR ENTRANCE WITHOUT CURB OR CURB AND GUTTER SEE DETAIL 1 PLAN R=5.0 m FOR LIGHT INDUSTRIAL ENTRANCES, COMMERCIAL AND APARTMENT ENTRANCES ON 2 LANE ROADS R=8.0 m FOR ALL HEAVY INDUSTRIAL ENTRANCES, AND FOR COMMERCIAL AND APARTMENT ENTRANCES ON 4 LANE ROADS 600 1.0 m FIT TO EXISTING CURB OR CURB AND GUTTER ENTRANCE 10% MAX. SIDEWALK 8% MAX. UNIFORM DROPPED CURB EXPANSION JOINT GRADE PAVEMENT 1. IMUM DIMENSIONS ARE INDICATED. MAXIMUM DIMENSIONS AS PER OWNER REQUIREMENTS. 2. PAVEMENT AND SIDEWALK STRUCTURE AT ENTRANCES SHALL BE CONSTRUCTED ACCORDING TO T-310.050-1 AND T-310.050-2. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 1 NOV 2014 URBAN ENTRANCES T-350.01 NTS SHEET 1
DIRECTION OF TRAFFIC EXISTING REPLACEMENT LENGTH EXISTING ANCHOR HOOK BOLT DOWELS AT 300 c/ c DOWELS BARS AT 300 c/ c A A 2.0 m. * ANCHOR HOOK BOLT DOWELS AT 600 c/ c PLAN * IF PROXIMITY OF FULL DEPTH REPAIR TO EXISTING JOINT OR CRACK IS 2.0 m OR LESS, EXTEND REPLACEMENT TO 300 mm BEYOND JOINT OR CRACK. 35 mm x 225 mm DRILL HOLES FLUSH TYPE ANCHOR HOOK BOLT DOWEL SEE DETAIL t 2 t BOND BREAKER AND DOWEL CAP EPOXY COATED SMOOTH DOWEL BAR (SEE NOTE 2 AND 3) SECTION A - A 30 mm Dia. x 450 mm EPOXY COATED DOWEL BARS GROUTED INTO HOLES WITH QUICK SET EPOXY (SEE NOTE 2) 16 mm THREAD 1. JOINT SPACING TO MATCH EXISTING. 2. THE GROUT SHALL ENVELOP THE BAR WITHIN THE DRILL HOLE. THE GROUT SHALL BE FULLY SET PRIOR TO POURING THE NEW. 22 220 63 3. THE FREE END OF THE DOWEL BARS SHALL RECEIVE A THIN AND UNIFORM COATING OF GREASE (BOND BREAKER) AND A DOWEL CAP IMMEDIATELY PRIOR TO POURING NEW. 4. t = BASE DEPTH. 16 mm PHILLIPS RED HEAD SELF DRILLING FLUSH TYPE ANCHOR OR APPROVED EQUAL DETAIL ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 1 NOV 2014 ANCHORED HOOK BOLT DOWEL AND REPAIR DETAIL T-508.010-1
SURFACE COURSE ASPHALT BINDER COURSE ASPHALT ALL SURFACES TO BE TACK COATED USING SS1 ALL EDGES TO BE SEALED WITH A BEAD OF HOT RUBBERIZED ASPHALT JOINT SEALING COMPOUND 1200 mm. REFER TO NOTE 1 300 TYP EXISTING ASPHALT REFER TO NOTE 2 EXISTING 32 MPa 225 TYP EXISTING GRANULAR BASE GRANULAR A MATCHING DEPTH OF EXISTING GRANULAR BASE COMPACTED TO MAXIMUM DRY DENSITY THE EXISTING PAVEMENT SHALL BE REMOVED OVER ANY UNDERING UNSHRINKABLE BACKFILL SERVICE OR UTILITY TRENCH ON MAJOR PROJECTS WHERE SPECIFICALLY APPROVED BY THE CITY, GRANULAR A BACKFILL COMPACTED TO 100% MAXIMUM DRY DENSITY MAY BE ALLOWED 1. PAVEMENT REPAIR DIMENSIONS A) GENERALLY RECTANGULAR IN SHAPE. B) IMUM DIMENSION OF CUT REPAIR BOUNDING A JOINT OR PAVEMENT EDGE SHALL BE 2.0 m. C) IMUM DIMENSION OF AN INTERIOR PATCH SHALL BE 1.2 m WITH A IMUM CLEARANCE FROM A JOINT OR PAVEMENT EDGE OF 1.2 m. 2. ALL PAVEMENTS OTHER THAN LOCAL RESIDENTIAL STREETS AND UNLESS BONDED BY AN EXISTING PAVEMENT JOINT, IF SPECIFIED IN THE CONTRACT DOCUMENTS, SHALL HAVE PATCHES PROVIDED WITH LOAD TRANSFER BY INSERTING 30 mm x 450 mm EPOXY COATED PREFORMED TIE BARS SPACED AT 300 mm CENTRES. DRILL 35 mm HOLES ON 300 mm CENTRES, 225 mm DEEP INTO EXISTING, AND GROUT THE BARS USING A QUICK SETTING MORTAR. 3. ON LOCAL RESIDENTIAL PAVEMENTS OR AT LOCATIONS SPECIFICALLY APPROVED BY THE CITY, AGGREGATE INTERLOCK OR A FORMED KEY FOR LOAD TRANSFER ALONG THE EDGES OF THE PATCH MAY BE ALLOWED. 4. FOR ASPHALT DEPTHS, REFER TO PAVEMENT STRUCTURAL DESIGN MATRIX. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 APR 2015 COMPOSITE PAVEMENT PATCHING FOR UTILITY CUTS T-509.010-1 NTS SH 1 of 2
ALL EDGES TO BE SEALED WITH A BEAD OF HOT RUBBERIZED ASPHALT 40 mm HL-1 ASPHALT OR AS SPECIFIED STEP JOINT TYP 300 TYP EXISTING ASPHALT 40 mm LIFTS OR AS SPECIFIED HL-8 ASPHALT ALL SURFACES TO BE TACK COATED WITH SS1 50 mm CRUSHED AGGREGATE MATCHING DEPTH OF EXISTING GRANULAR BASE COMPACTED TO 100% MAXIMUM DRY DENSITY UNSHRINKABLE BACKFILL THE EXISTING PAVEMENT SHALL BE REMOVED OVER ANY UNDERING SERVICE OR UTILITY TRENCH ON MAJOR PROJECTS WHERE SPECIFICALLY APPROVED BY THE CITY, GRANULAR A BACKFILL COMPACTED TO 100% MAXIMUM DRY DENSITY MAY BE ALLOWED SCHEME A ALL EDGES TO BE SEALED WITH A BEAD OF HOT RUBBERIZED ASPHALT JOINT SEALING COMPOUND SURFACE COARSE ASPHALT OR AS SPECIFIED EXISTING ASPHALT HL-8 ASPHALT ALL VERTICAL SURFACES TO BE TACK COATED WITH SS1 REFER TO SCHEME "A" ABOVE { SCHEME B ALTERNATIVE ASPHALT PATCHING NOTE: 1. WHERE EXISTING HOT MIX ASPHALT DEPTH IS BETWEEN 80 AND 120 mm THE STEP JOINT SHALL BE 40 mm DEEP. A STEP JOINT IS NOT REQUIRED FOR PAVEMENT DEPTHS LESS THAN 80 mm. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 APR 2015 FLEXIBLE PAVEMENT PATCHING FOR UTILITY CUTS T-509.010-1 NTS SH 2 of 2
180 VARIES NOTE 4 25 mm R SLOPE AT DRIVEWAY 5 mm R t FINISHED ROAD SURFACE 30 NOTE 3 1 ROW OF BRICK, WHERE SPECIFIED 30 mm R 405 MORTAR CUSHION NOTE 5 50 mm x 75 mm KEYWAY SEE DETAIL 250 50 FOR USE WITH RIGID PAVEMENT VARIES NOTE 4 75 MOUNTABLE 180 50 25 mm R 30 SLOPE AT DRIVEWAY DEPRESSIONS 5 mm R t KEYWAY DETAIL FINISHED ROAD SURFACE 30 NOTE 3 30 mm R 405 1 ROW OF BRICK, WHERE SPECIFIED MORTAR CUSHION NOTE 5 250 50 FOR USE WITH FLEXIBLE PAVEMENT 1. EXPANSION JOINTS SHALL BE SPACED 6 m APART OR COINCIDE WITH JOINTS IN ADJACENT SIDEWALK AND ROAD BASE. 2. t = 130 mm, mm, OR 180 mm TO SUIT SIDEWALK, BOULEVARD OR DRIVEWAY MEASURED FROM TOP OF CURB DEPRESSION. 3. 10 mm FOR SIDEWALK RAMPS AND DISABILITY ACCESSES. 4. ENTRANCE TERATION ACCORDING TO DRAWING T-350.01. DROP CURB AT ENTRANCE, TYP 70-100 mm, DEPENDS ON SITE CONDITIONS AS SPECIFIED. 5. 2-15 M REINFORCING BARS FOR INDUSTRIAL AND COMMERCIAL DRIVEWAYS, 50 mm COVER, TO BE EXTENDED 600 mm BEYOND WIDTH OF DRIVEWAY ON EACH END. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2014 CURB T-600.11-1 NTS SHEET 1
FINISHED GRADE GUIDE PLATE FIRMLY COMPACTED BACKFILL BLOCK RESILIENT SEATED GATE VALVE BLOCK 1. USE 105 mm SLIDE VALVE BOX ON WATER SERVICE VALVE(INCLUDING TAPPING VALVES) WHICH ARE 100 mm IN SIZE AND LARGER UP TO AND INCLUDING 300 mm IN SIZE. 2. USE 130 mm SLIDE VALVE BOX ON WATERMAIN VALVES LESS THAN 400 mm IN SIZE. 3. VALVE BOXES SHALL BE CENTERED OVER THE OPERATING NUT AND REST ABOVE THE VALVE WITH SUPPORTS. 4. DRILL A HOLE THROUGH EXTENSION STEM AND THREAD IN BOLT TO TIGHTEN THE EXTENSION STEM TO THE OPERATING NUT. 5. VALVE BOX SHALL BE ADEQUATELY BRACED WHILE BACKFILLING AND SHALL REMAIN CENTERED AROUND OPERATING NUT. 6. VALVE BOXES SHALL BE USED ON ALL WATER SERVICE VALVES UNLESS THEY ARE LOCATED IN A DITCH OR INACCESSIBLE AREA. IN THIS CASE, THE VALVE IS BURIED AND A SECOND VALVE IS INSTALLED AT THE PROPERTY LINE WITH A VALVE BOX ON IT. ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 2 APR 2013 WATERMAIN VALVE IN BOX AND SERVICE VALVE IN BOX DETAIL T-1101.02-2 NTS SHEET 1
CURB SIDEWALK 750 1.5 m PROPERTY LINE 2.0 m WATER SERVICE PIPE CURB-STOP & SERVICE BOX SEE DETAIL 1 PLUG OR COUPLING PLAN VIEW TOP OF SERVICE BOX 1. 2. CONTINUOUS THREAD EQUIVALENT NUT ELEVATION DETAIL 1 1. THIS STANDARD IS NOT AN OPTION, EACH LOCATION MUST OBTAIN ENGINEER S APPROVAL. 2. THE WATER SERVICE BOX MUST BE PERFECTLY LEVEL WITH SIDEWALK GRADE. ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 1 APR 2013 SERVICE BOX IN SIDEWALK DOMESTIC 19 mm AND 25 mm SERVICES T-1101.02-3 NTS SHEET 1
FINISHED GRADE STREET LINE OR AS SPECIFIED 1800 mm. EXTENSION SERVICE BOX 1800 mm. GOOSENECK FORMED IN COPPER TUBE TYPE "K" SOFT COPPER TUBE 1000 mm. 2000 mm MAX. 45 350 MAX MAIN STOP CURB STOP TAPPED WATERMAIN (AS PER NOTE 4) ANODE (AS SPECIFIED) SOLID SLAB OR BLOCK 1. ANY JUNCTION MADE IN SERVICE PIPE BETWEEN MAIN STOP AND CURB STOP TO BE MADE WITH APPROVED COUPLINGS. 2. ALL WATER SERVICES TO BE INSTALLED AT RIGHT ANGLES TO THE WATERMAIN UNLESS APPROVED OTHERWISE. 3. DRY TAPPING IS PROHIBITED. 4. a) NEW METALLIC WATERMAIN DRILLED AND TAPPED A.W.W.A INLET THREAD b) NEW PVC WATERMAIN TAPPED THROUGH A STAINLESS STEEL SADDLE c) EXISTING WATERMAIN TAPPED THROUGH A STAINLESS STEEL SADDLE ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 2 APR 2013 STANDARD WATER SERVICE CONNECTION DETAILS 19 mm AND 25 mm DIAMETER SIZES T-1104.01
FINISHED GRADE 1800 mm. STREET LINE OR AS SPECIFIED 1800 mm. SADDLE EXTENSION SERVICE BOX WATERMAIN DRILLED MAIN STOP TYPE K SOFT COPPER TUBE 1000 mm. 2000 mm MAX. CURB STOP ANODE (AS SPECIFIED) BLOCK SOLID SLAB OR BLOCK 1. ANY JUNCTION MADE IN SERVICE PIPE BETWEEN MAIN STOP AND CURB STOP TO BE MADE WITH APPROVED COUPLINGS. 2. ALL WATER SERVICES TO BE INSTALLED AT RIGHT ANGLES TO THE WATERMAIN UNLESS APPROVED OTHERWISE. 3. DRY TAPPING IS PROHIBITED. 4. PARK SERVICES AND OTHER SEASONAL SERVICES MUST HAVE SELF DRAINING CURB STOPS. THE BACKFILL AROUND THE SELF DRAINING CURB STOP MUST BE 25 mm CLEAR STONE. 5. TRACER WIRES ARE REQUIRED ON ALL NON-METALLIC SERVICE CONNECTIONS AND PRIVATE WATER SERVICE PIPES. ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 1 APR 2013 STANDARD WATER SERVICE CONNECTION DETAILS 32 mm, 38 mm AND 50 mm DIAMETER SIZES T-1104.02-1
DOMESTIC OFF FIRELINE FIRE SERVICE SIZE (mm) MAXIMUM DOMESTIC SIZE (mm) 200 100 100 50 NOTE 1: DOMESTIC SERVICE TO BE ONE SIZE BELOW FIRE SERVICE GATE VALVE AND BOX GATE VALVE AND BOX PROPERTY LINE FIRE SERVICE DOMESTIC SERVICE 2000 THRUST BLOCK 1000 (min) THRUST BLOCK TAPPING SLEEVE AND VALVE & VALVE BOX MAIN LINE WATERMAIN THRUST BLOCK NOTES : 1. WHERE NO METALLIC PIPE IS USED, A RWU90, 10 GUAGE COPPER TRACER WIRE TO BE INSTALLED WITH THE PIPE AND BE BROUGHT TO THE SURFACE AT ALL VALVE BOX BOXES. ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 0 APR 2013 COMBINE FIRE AND DOMESTIC WATER CONNECTION T-1104.02-3 NTS SHEET 1
CURB STOP 19 mm COPPER PIPE FINAL GROUND LEVEL EXTENSION SERVICE BOX ROD 1800 mm. COPPER 100 mm TO mm LONG 2 PIECE NUT AND TAIL B B SADDLE AND BRONZE MAIN STOP A 450 m m 25 mm CLEAR STONE A SLAB OR SOLID BLOCK. SIZE 300 x 300 450 mm MAX. 50 mm THICK PRESSURE TREATED PLANK 25 x 19 mm TIE RODS 2-50 mm THICK PRESSURE TREATED WOOD BLOCKS REFER TO T-1103.01 FOR SIZE OF THRUST BLOCK PRESSURE TREATED TIMBER BLOCK 100 x 100 MAIN STOP FOR BLOW-OFF 19 mm COPPER UNDISTURBED GROUND CLAMP APPROX. 600 mm OF PIPE MECHANICAL SECTION B JOINT CAP SECTION A ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 2 APR 2014 25 mm BLOW - OFF ASSEMBLY DETAIL T-1104.03
50 mm DIA. CAP WITH IPT 75 350 BACK FLOW PREVENTER 50 mm DIA. BALL VALVE 50 mm DIA. STAND PIPE mm DIA. BLIND FLANGE WITH 50 mm DIA. IPT TAP 300 CLOSE TIMBER SHEATHING mm DIA. DUCTILE IRON RISER WITH FLANGED ENDS TEMPORARY BACKFILL TEMPORARY TIMBER THRUST BLOCKS MJ x FLANGE RODDED mm DIA. FILLER PIECE WHERE REQUIRED. EXISTING WATERMAIN NEW WATERMAIN REDUCE TO mm DIA. WHERE REQUIRED. 1. BLOW OFF PITS TO BE STEEL PLATED WITHIN PAVED AREAS. STEEL PLATES ARE TO BE COUNTER SUNK FLUSH WITH PAVEMENT SURFACE. STEEL PLATES TO OVERLAP PAVEMENT. 300 mm. STEEL PLATES TO BE OF SUFFICIENT STRENGTH TO SUPPORT VEHICULAR TRAFFIC. ALL PLATING TO HAVE A NON-SKID SURFACE AND TWO (2) 50 mm DIA. LIFT HOLES mm CENTRE TO CENTRE WITHIN CENTRE OF PLATE. 2. BLOW OFF PITS LOCATED IN NON-PAVED AREAS ARE TO BE COVERED WITH TIMBER AND BARRICATED WITH SNOW FENCING. 3. 50 mm DIA. BRASS PIPE TO HAVE IRON PIPE THREADS. 4. PIPE RESTRAINERS TO BE UNI-FLANGE SERIES 1300, EBAA SERIES 2000 PV, ROMAC SERIES GRIP DI OR CLOW TYLER UNION TUFGRIP. 6. BLOW OFF AND ASSEMBLY TO BE REMOVED AFTER DISINFECTION HAS PASSED AND JUST PRIOR TO CONNECTING TO EXISTING WATERMAIN. 7. ALL FITTINGS TO BE BRASS WITH I.P.T. UNLESS OTHERWISE NOTED. ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 1 APR 2013 DETAIL OF TEMPORARY 50 mm DIA. BLOW OFF AND ASSEMBLY T-1104.03-1
C HYDRANT L ATTACH TRACER WIRE UP THROUGH SPLIT RING AND FASTEN TO HYDRANT FLANGE BOLT M NI.50 MAX 1.50 FINISHED GRADE ADJUSTABLE VALVE BOX SHALL BE SET FLUSH WITH FINISHED GRADE WRAP TRACER WIRE ONCE AROUND HYDRANT BARREL TRACER WIRE No 10 AWG SINGLE OR SEVEN STRAND, 60 mil OF BLACK WITH XLPE INSULATION DRAIN HOLE NI 1800 M TRACER WIRES CONNECTED TOGETHER USING A SPLIT BOLT # 10 CONNECTOR SPLIT BOLT SHALL BE WRAPPED IN ELECTRICAL PUTTY 19 mm CLEAR STONE WATERMAIN NI. M 300 MAX. 600 MAX. 600 NI. M M NI. 300 300 mm GATE VALVE mm PVC CLASS 235 DR 18 MAX. 600 THRUST BLOCK THRUST BLOCK BLOCK 200 x 200 x 300 JOINTS SHALL BE MECHANICALLY RESTRAINED BLOCK x x 300. 1000 OFFSET AS PER CROSS SECTION BOND BREAKER ANCHOR TEE OR ANCHOR TEE WITH PIPE EXTENSION FOR LONGER HYDRANT LEAD BOND BREAKER 1. ALL SHALL BE 20 MPa. 2. ALL BLOCKING TO BE POURED AGAINST UNDISTURBED TRENCH WALL. 3. POLYETHYLENE BOND BREAKER TO BE USED BETWEEN AND FITTINGS. 4. STEEL TIE ROD OR JOINT RESTRAINER GLANDS SHALL BE USED WHEN ANCHOR TEE IS NOT PRACTICAL. 5. THE STORZ COUPLING NOZZLE SHALL ALWAYS FACE THE CURB. 6. TRACER WIRE SHALL BE INSTALLED AT ALL HYDRANT LOCATIONS. 7. VALVE BOX IS 105 mm, REGULAR STYLE, SLIDE TYPE WITH 149 mm DIA COVER. 8. INSTALL ZINC ANODES ON METALLIC FITTINGS AS SPECIFIED. 9. BEDDING AND COVER MATERIAL AS SPECIFIED. 10. PLACE TERRAFIX 270R FILTER FABRIC OR APPROVED EQUIVALENT OVER GRANULAR MATERIAL. ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 1 APR 2013 HYDRANT SET WITH MECHANICALLY RESTRAINED JOINTS T-1105.01
PROPOSED OR EXISTING BUILDING DETECTOR ASSEMBLY D M WATER METER PROPERTY LINE SERVICE LINE FIRE DOMESTIC 2 m VALVES 1 m (min) WATERMAIN 1. FOR SERVICE CONNECTIONS 100 mm DIA OR LARGER, THE SERVICE LINE VALVE MAY BE LOCATED AT THE WATERMAIN LOCATION ON THE STREET IF THE LENGTH OF THE SERVICE CONNECTION IS LESS THAN 3.5 m. 2. ALL SERVICE LINE VALVES 100 mm AND LARGER WILL BE INSTALLED IN VALVE BOXES. 3. WATER METER SETBACK FROM PROPERTY LINE 30 m OR GREATER AS MEASURED ALONG THE ALIGNMENT OF THE WATER SERVICE PIPE WILL REQUIRE A METER CHAMBER. ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 3 APR 2013 STANDARD SERVICE CONNECTION - 1 T-1105.02-1 NTS SHEET 1
PROPOSED OR EXISTING BUILDING FIRE HYDRANT W/S B PROPERTY BACKFLOW PREVENTION DEVICE M WATER METER LINE SERVICE LINE VALVE WATERMAIN 1. FOR SERVICE CONNECTIONS 100 mm DIA OR LARGER, THE SERVICE LINE VALVE MAY BE LOCATED AT THE WATERMAIN LOCATION ON THE STREET IF THE LENGTH OF THE SERVICE CONNECTION IS LESS THAN 3.5 m. 2. ALL SERVICE LINE VALVES 100 mm AND LARGER WILL BE INSTALLED IN VALVE BOXES. 3. WATER METER SETBACK FROM PROPERTY LINE 30 m OR GREATER AS MEASURED ALONG THE ALIGNMENT OF THE WATER SERVICE PIPE WILL REQUIRE A METER CHAMBER. ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 3 APR 2013 STANDARD SERVICE CONNECTION - 2 T-1105.02-2 NTS SHEET 1