1. MATERIALS SHALL CONFORM TO THE FOLLOWING: a) STEEL REINFORCING - WIRE FABRIC (4x4) GALVANIZED - G G REINFORCING EARS TO BE EPOXY CO

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20 1. MATERIALS SHALL CONFORM TO THE FOLLOWING: a) STEEL REINFORCING - WIRE FABRIC (4x4) GALVANIZED - G G REINFORCING EARS TO BE EPOXY COATED - D3963/D3963M CEMENT - PORTLAND GU b) FINE AGGREGATE - FINE AGGREGATE - c) WATER A23.1 1A23.2 LOCAL SEE DETAIL T-IA-7b U) ADMIXTURES - ENTRAIN ING AGENTS - A CONCRETE SHALL BE CLASS C-2 AND DEVELOP A STRENGTH OF 32MPa IN 28 DAYS. 3. CONCRETE SHALL HAVE AN ENTRAINED AIR CONTENT OF 6.5% ±1.5%. 4. THE COLOUR OF THE CONCRETE SHALL BE THE NATURAL COLOUR RESULTING ROM PORTLAND CEMENT AND THE LOCAL AGGREGATE OR AS SPECIFIED. 5. THE STEEL REINFORCING SHALL BE COVERED BY A MINIMUM 50 mm DEPTH OF CONCRETE ON ALL EDGES. 6. ALL EXPOSED OUTER SURFACES SHALL HAVE A LIGHT SANDBLAST FINISH OR AS SPECIFIED. 7. HARDWARE: 150 mm x 300 mm GALVANIZED STEEL PLATE ( Y4 THICKNESS) 4 PIECES PER UNIT OR AS SPECIFIED. PLATES TO BE SECURED WITH 3/ STAINLESS STEEL THREADED INSERTS WITH STAINLESS STEEL BOLTStNASHERS. 8. PROVIDE SHOP DRAWING TO PROJECT MANAGER FOR APPROVAL OR AS OTHERWISE SPECIFIED. Galvanized Steel Connecting Plate (see also Ti A-?b) SEE DETAIL T-IA-7a x 1 Y.4 SLOT (±10 mm Uia. x 30 mm) Mt dimensions in millimetres (mm) unless otherwise shown. Toronto Urban Design Continuous Soil Trench: Open Planting Red and Concrete Sidewalk Parks, FcrestrY&RBcreation Streetscape Manual Precast Concrete Planter Curb Specifications NIS I H 02/10 T6 NORMAL CSA AIR GSA WELDED CSA CSA ASTM -

21 5/8 CHAMFER OR AS SPECIFIED GRADE Section A-A S.S. THREADED INSERTS (see T-IA-7b) 4-15M REBAR NOTE: REBAR 50 mm MINIMUM COVER ON ALL SIDES 5/8 CHAMFER ORAS SPEC IFIED SEE T-IA-7b C CC) 170 Toronto Urban Design Continuous Soil Trench: Open Planting Bed and Concrete Sidewalk Streetscape Manual Precast Concrete Planter Curb Detail - Curb 1800 Section B-B I, 1460 Plan All dimensions in millimetres (mm) unless otherwise shown. lld[ioroniu IlA7a Parks, Frreslry & Recrea&rn Urban Forestry NIS - 02/ Square

22 I ) I, L I I [[11 -e i ctri,n) irie A 4-15MREBAR -+-. NOTE: REBAR 50 mm MINIMUM COVER ON ALL SIDES x 1 Y4 SLOT (±10 mm dia. x 30 mm) 0 I I [ 170 Section 3/ STAINLESS STEEL THREADED INSERTS WITH STAINLESS STEEL BOLT AND WASHER Detail of Y4 Galvanized Steel Connecting Plate Ci&Ct.t S1EL1-3 cor. St(FPoRr ov SiZE tz t4t4l * S CA,VAJ1z.U3 T.EL ojt.ctii?late circle ru91wzmjq.iu s2 t1 WkM. Sf c(d. A.ç Ys STAINLESS STEEL \ THREADED INSERTS \ \ Y4 GALVANIZE/ STEEL PLATE WITH STAINLESS STEEL BOLT AND WASHER OF CURB CONNECTION Toronto Urban Design Y GALVANIZED STEEL PLATE SEE DETAIL ABOVE IkE.T4t y5o.p.) cts1te Cf 0 Detail of Curb Connection tq 9o Continuous Soil Trench: Open Planting Bed and Concrete Sidewalk Precast Concrete Planter Curb Detail - Curb Extension Section A Reveal Detail All dimensions in millimetres (mm) unless otherwise shown. [IoRoN o Parks, Forestry & Recreation Urban Forestry - HHA7b - 02/10 (o9icitp Square

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25 MATCH LINE NEW MEDIAN ISLAND WITH BARRIER CURB, NATURAL GREY IMPRESSED CONCRETE RUNNING BOND PATTERN & CURBED RAISED PLANTING AREA. REFER TO DETAIL 1 ON SHEET L.03 EXISTING ROAD SIGN TO REMAIN TYP EXISTING PARKING LAYBY TO REMAIN EXISTING CURB TO REMAIN TYP TUNNEL TO REMAIN TYP EXISTING LIGHT STANDARD EXISTING CATCH BASIN EXISTING SIDEWALK EXISTING DECIDUOUS PROPERTY LINE TYP NEW DECIDUOUS SHRUB RP THE QUEENSWAY EXISTING HUMAN ACCESS TO REMAIN TYP TO REMAIN TYP TO REMAIN TYP AVON PARK DRIVE 760 TREE TO REMAIN TYP THE QUEENSWAY MEDIAN ISLANDS WARD 05 LAYOUT/PLANTING PLAN 8000 Sa fg 53 fg REFER TO DETAIL 2 ON SHEET L TRANSPORTATION SERVICES - PUBLIC REALM - BEAUTIFUL STREETS DESIGN: R. MAYS SCALE: 1:200 CONTRACT No. DRAFTING: R. BARRY DATE: ISSUE: CHECK: NORTH L.02 DAYTON AVENUE

26 200 VARIES 300 PROPOSED CAST IN PLACE CONCRETE RETAINING CURB 12 mm x 40 mm NOTCH PROVIDE CONTINUOUS 50 mm NATURAL - MEDIUM CHIP MULCH COVER AFTER PLANTING GROWING MEDIUM TYPE 1 - STANDARD MIX. REFER TO TS EXPANSION JOINT REQUIRED TYP 150 SAW CUT EXISTING PAVEMENT FULL DEPTH MATCH EXISTING CONCRETE ROAD BASE PROPOSED IMPRESSED GRANULAR 'A' CAST IN PLACE CONCRETE 150 mm DEPTH NATURAL GREY RUNNING BOND PATTERN PROPOSED CAST IN PLACE CONCRETE BARRIER CURB. REFER TO DETAIL T ROAD SURFACE NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. 2. ALL CONCRETE TO BE 32 MPa. THE QUEENSWAY MEDIAN ISLANDS WARD 05 MEDIAN ISLAND SECTION DATE: DRAWN BY: R.BARRY TRANSPORTATION SERVICES PUBLIC REALM - BEAUTIFUL STREETS SCALE: 1:20 L.03

27 NOTE: PRUNE DEAD AND INJURED BRANCHES 1/2 O.C. O.C. AS PER PLANT SCHEDULE PLANT AT ORIGINAL GRADE WITH ALLOWANCE FOR SETTLING 50 mm MULCH AS SPECIFIED CUT EDGE AS SHOWN ON PLAN FINISHED GRADE REMOVE POT FROM ROOT BALL PLANTING SOIL MIX AS SPECIFIED VARIES EXISTING SUBGRADE THE QUEENSWAY MEDIAN ISLANDS WARD 05 SHRUB PLANTING DETAIL - SECTION DATE: DRAWN BY: R.BARRY TRANSPORTATION SERVICES PUBLIC REALM - BEAUTIFUL STREETS SCALE: 1:15 L.04

28 DIRECTION OF TRAFFIC HANDRAILS 3.0 m 1.0 m DROPPED CURB 1.5 m END SIGN TACTILE WALKING SURFACE INDICATOR 150 mm DROPPED CURB 1.5 m 900 mm END SIGN DIRECTION OF TRAFFIC PLAN VIEW 11.0 m GRIND EXISTING ASPHALT PAVEMENT 70mm DEEP END SIGN CONSTRUCT PEDESTRIAN HANDRAIL END SIGN 0.9 m 1.25 m 1.5 m 1.6 m 6 m m 0.9 m 0.9 m 75 m m 0.45 m 150 m m MINIMUM THICKNESS 81mm GRIND EXISTING PAVEMENT 75mm DEEP SUPPLY AND PLACE HL-1 ASPHALT ON PERIMITER OF ISLAND. EXISTING GRANULAR BASE EXISTING ASPHALT PAVEMENT HOT POURED RUBBERIZED ASPHALT BEAD ON PERIMETER SIDE VIEW All dimensions are in millimetres unless otherwise shown. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2016 PEDESTRIAN ISLAND DESIGN T NTS SHEET 1

29 ALL RAILINGS OD STD STEEL PIPE R 150 R 150 R 150 R 6 mm WALL THICKNESS A ALL POSTS 48 mm OD STRONG STEEL PIPE TOP OF ISLAND 3 mm WALL THICKNESS A SOCKET 64 mm ID STD. STEEL PIPE GALV. 140 mm DIA 105 mm DIA TOP OF ISLAND C.L. OF RAIL 19 mm DIA. HOLE FOR mm DIA. GAL. ANCHOR BOLT WITH UNIT THREADED CINCH ANCHOR, OR EQUAL 150 PLAN OF BASE PLATE 6 BASE PLATE 6 x 140 mm DIA. STEEL PLATE CAP 1.3 mm OR BETTER WELDED TO SOCKET STEEL OR NEOPRENE SHIM AS REQUIRED BASE PLATE ELEVATION INSTALLATION DETAIL ON EXISTING CONCRETE CAULK WITH NON SHRINK CEMENT GROUT SECTION A NOTES: 1. 6 mm DIA. HOLES ARE TO PERMIT GASES TO ESCAPE DURING GALVANIZING. 2. CONCRETE SHALL BE 28-DAY COMPRESSIVE STRENGTH OF 32 MPa. 3. HAND RAIL TO BE HOT DIP-GALVANIZED AFTER FABRICATION ACCORDING TO CSA G 164-M POSTS SHALL BE VERTICAL. ALL EXPOSED CORNERS TO BE GROUND SMOOTH. 5. WELDING SHALL BE ACCORDING TO CSA W HOLLOW STRUCTURAL STEEL PIPE SHALL BE SUPPLIED ACCORDING TO ASTM A500-C. All dimensions are in millimetres unless otherwise shown. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 1 NOV 2014 STANDARD RAILING FOR PEDESTRIAN REFUGE ISLAND T NTS SHEET 1

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31 CURB EXPANSION JOINTS (TYP) BOULEVARD 5 t /4 SAWCUT CONTRACTION JOINT EXPANSION JOINTS (TYP) CONTRACTION JOINTS (TYP) 2 m (TYP) BOULEVARD CURB EXPANSION JOINTS (TYP) EVERY 6 m PLAN TYPICAL CONTRACTION JOINT CURB 12 CONTRACTION JOINTS (TYP) EXPANSION JOINTS (TYP) CONCRETE WALK 2 m (TYP) CONCRETE SIDEWALK CURB BITUMINOUS FIBRE TYPICAL EXPANSION JOINT EXPANSION JOINTS (TYP) EVERY 6 m PLAN NOTES: 1. POLES AND OTHER FIXED OBJECTS SHALL BE ISOLATED BY THE USE OF EXPANSION JOINTS. 2. t = THICKNESS OF SIDEWALK. All dimensions are in millimetres unless otherwise shown. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2016 LOCATION AND DETAIL OF JOINTS FOR SIDEWALK T NTS SHEET 1

32 ROUNDED USING STANDARD EDGING TOOL 2.1 m MIN (NOTE 5) FINISHED SOFT BOULEVARD GRADE 2% TYPICALSLOPE 4% MAXIMUM CURB AND GUTTER t 150 CONCRETE SIDEWALK um THICK POLYETHYLENE VAPOUR BARRIER. (OR EQUIVALENT) 150 mm GRANULAR A BASE NOTES: 1. FOR CONCRETE SIDEWALK ABUTTING CURB OR CURB AND GUTTER REFER TO T AND T 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 ON LOCAL ROADS, THE MINIMUM SIDEWALK WIDTH CAN BE REDUCED TO 1.8 m, EXCEPT FOR NEW DEVELOPMENTS, WHICH MUST ADHERE TO THE TORONTO GREEN STANDARDS AND DIPS. All dimensions are in millimetres unless otherwise shown. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 3 NOV 2016 CONCRETE SIDEWALK WITH BOULEVARD T NTS SHEET 1

33 FINISHED ROAD SURFACE m MIN 40 mm R TOOLED GROOVE SLOPE 2% - 4% t um THICK POLYETHYLENE VAPOUR BARRIER (OR EQUIVALENT) 150 CONCRETE SIDEWALK 250 ALTERNATE CURB FACE WHERE PAVEMENT NOT BEING RECONSTRUCTED 75 mm x 75 mm FILLET 150 mm GRANULAR A BASE mm CONCRETE ROAD BASE NOTES: 1. t = THICKNESS OF SIDEWALK. 2. SIDEWALK THICKNESS 150 mm EXCEPT ACROSS COMMERCIAL, INDUSTRIAL AND HIGH DENSITY RESIDENTIAL DRIVEWAY WHERE IT SHALL BE 180 mm. 3. JOINTS SHALL BE ACCORDING TO T All dimensions are in millimetres unless otherwise shown. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2014 COMBINED CONCRETE CURB AND SIDEWALK T NTS SHEET 1

34 EXPANSION JOINT EXPANSION JOINT CONCRETE 300 MINIMUM EXISTING MAINTENANCE HOLE 300 MINIMUM 300 MINIMUM 300 MINIMUM CONCRETE 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 CONCRETE VARIES (150 mm MAX.) CONCRETE POLE OR HYDRANT ISOLATION OF OIL INTAKE All dimensions are in millimetres unless otherwise shown. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 1 NOV 2014 JOINTS AT SIDEWALK OPENINGS T NTS SHEET 1

35 SIDEWALK STAMP EXPANSION/CONTRACTION JOINT 50 VARIABLE PLAN CONCRETE SIDEWALK NOTES: 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 All dimensions are in millimetres unless otherwise shown. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2014 SIDEWALK STAMP LOCATION FOR NEW SIDEWALK INSTALLATION T NTS SHEET 1

36 225 NTRACTOR'S C O COMPANY 25 NA M E GROOVE DIMENSIONS HEIGHT WIDTH DEPTH STYLE: GOTHIC NUMBERS LETTERS 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 All dimensions are in millimetres unless otherwise shown. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2014 DETAIL OF SIDEWALK STAMP T NTS SHEET 1

37 CONCRETE CURB AND GUTTER ACCORDING TO T CONCRETE DROPPED CURB AND GUTTER DETAIL ACCORDING TO T AND T CONCRETE CURB TRANSITION CONCRETE DROPPED CURB AND GUTTER DETAIL ACCORDING TO T AND T TACTILE WALKING SURFACE INDICATOR ACCORDING TO T AND T VARIES, NOTE A 1.2m MIN TACTILE WALKING SURFACE INDICATOR ACCORDING TO T AND T CONCRETE CURB TRANSITION 75mm DROPPED CONCRETE CURB AND GUTTER ACCORDING TO T m MIN VARIES, NOTE A 1.2m MIN VARIES, NOTE A VARIES, NOTE B CONTINUOUS DROPPED CURB AT INTERSECTION CORNER 1.2m MIN VARIES, NOTE A 0.45m MIN 0.3m MIN TWO SEPARATED DROPPED CURBS AT INTERSECTION CORNER MIN 0.45m VARIES, NOTE B 1.2m MIN CONCRETE CURB AND GUTTER ACCORDING TO T CONCRETE CURB TRANSITION CONCRETE DROPPED CURB AND GUTTER DETAIL ACCORDING TO T AND T m MIN NOTES: A. 3.0m MINIMUM FOR SIGNALIZED INTERSECTIONS, 2.5m MINIMUM FOR NON SIGNALIZED INTERSECTIONS WITH PEDESTRIAN CROSSING PAVEMENT MARKINGS, 2.1m MINIMUM 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 MIN DROPPED CURB AT PEDESTRIAN REFUGE ISLANDS AND MID BLOCK CROSSINGS WITH TWO STAGE PEDESTRIAN SIGNALS All dimensions are in millimetres unless otherwise shown. VARIES, NOTE A 1.2m MIN TACTILE WALKING SURFACE INDICATOR ACCORDING TO T AND T 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 FOR VARIOUS CONFIGURATIONS OF PEDESTRIAN CROSSINGS AT SIGNALIZED INTERSECTIONS AND T FOR CONTROLLED NON SIGNALIZED INTERSECTIONS. ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 0 APR 2014 LOCATION OF DROPPED CURBS AT CONTROLLED INTERSECTIONS T NTS SHEET 1

38 BACK OF SIDEWALK 2-4% 1.2m MIN PEDESTRIAN CLEAR WAY 1.5m PREFFERED 5% TYP 5% TYP BACK OF CURB FACE OF CURB 5% TYP 5% TYP 1.5m MIN 2-4% TACTILE WALKING SURFACE INDICATOR 610mm MIN 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 mm R 150 NOTES: A. 3.0m MINIMUM FOR SIGNALIZED INTERSECTIONS, 2.5m MINIMUM FOR NON SIGNALIZED INTERSECTIONS WITH PEDESTRIAN CROSSING PAVEMENT MARKINGS, 2.1m MINIMUM FOR NON SIGNALIZED INTERSECTIONS WITHOUT PEDESTRIAN CROSSING PAVEMENT MARKINGS :1 BEVEL 10 B. 1.2m MINIMUM FOR TRANSITIONS BETWEEN FULL HEIGHT CURB AND 120mm DROPPED CURB, 0.45m MINIMUM FOR TRANSITIONS BETWEEN 120mm DROPPED CURB AND 75mm DROPPED CURB. DROPPED CURB 1. REFER TO T 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 CONCRETE 2:1 BEVEL All dimensions are in millimetres unless otherwise shown. 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 NTS SHEET 1

39 2-4% BACK OF SIDEWALK 5% MAX 5% MAX 5% MAX 2-4% 2.0m TYP 1.7m MIN VARIES 5% MAX 610mm MIN 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 NOTES: 5mm R :1 BEVEL mm R 150 A. 3.0m MINIMUM FOR SIGNALIZED INTERSECTIONS, 2.5m MINIMUM FOR NON SIGNALIZED INTERSECTIONS WITH PEDESTRIAN CROSSING PAVEMENT MARKINGS, 2.1m MINIMUM FOR NON SIGNALIZED INTERSECTIONS WITHOUT PEDESTRIAN CROSSING PAVEMENT MARKINGS. 1. REFER TO T 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 CONCRETE CROSS SECTION OF TACTILE WALKING SURFACE INDICATORS 2:1 BEVEL All dimensions are in millimetres unless otherwise shown. ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING REV 0 APR 2014 TACTILE WALKING SURFACE INDICATOR AND DEPRESSED CURB DETAIL T NTS SHEET 1

40 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 MIN. REFER TO NOTE TYP EXISTING ASPHALT REFER TO NOTE 2 EXISTING CONCRETE 32 MPa CONCRETE 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 UNDERMINING 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 NOTES: 1. PAVEMENT REPAIR DIMENSIONS A) GENERALLY RECTANGULAR IN SHAPE. B) MINIMUM DIMENSION OF CUT REPAIR BOUNDING A JOINT OR PAVEMENT EDGE SHALL BE 2.0 m. C) MINIMUM DIMENSION OF AN INTERIOR PATCH SHALL BE 1.2 m WITH A MINIMUM CLEARANCE FROM A JOINT OR PAVEMENT EDGE OF 1.2 m. 2. ALL CONCRETE 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 CONCRETE, AND GROUT THE BARS USING A QUICK SETTING MORTAR. 3. ON LOCAL RESIDENTIAL CONCRETE 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. All dimensions are in millimetres unless otherwise shown. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 APR 2015 COMPOSITE PAVEMENT PATCHING FOR UTILITY CUTS T NTS SH 1 of 2

41 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 UNDERMINING 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. All dimensions are in millimetres unless otherwise shown. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 APR 2015 FLEXIBLE PAVEMENT PATCHING FOR UTILITY CUTS T NTS SH 2 of 2

42 UNIT PAVERS AS SPECIFIED CONCRETE RETAINER STRIP A 200 m m VARIES CONCRETE CURB A PLAN VARIES 150 mm DEEP CONCRETE EDGE PAVERS (MAX. 1.0 m LONG) 200 mm UNIT PAVERS AS SPECIFIED 2% - 4% CONCRETE CURB AND GUTTER 20 mm - 30 mm BEDDING SAND 150 mm mm GRANULAR A COMPACTED TO 100% MAXIMUM DRY DENSITY NOTES: SECTION A - A 1. LAYOUT PATTERN AND PAVERS SIZE AS SPECIFIED. 2. UNIT PAVER JOINTS TO BE FILLED WITH JOINT SAND OR POLYMERIC JOINTING SAND (HIGH PERFORMANCE FORMULA). All dimensions are in millimetres unless otherwise shown. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2014 UNIT PAVERS ON GRANULAR BASE NON-VEHICULAR LOCATIONS T NTS SHEET 1

43 180 VARIES NOTE 4 25 mm R SLOPE AT DRIVEWAY 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 FOR USE WITH RIGID PAVEMENT VARIES NOTE 4 75 MOUNTABLE mm R SLOPE AT DRIVEWAY DEPRESSIONS 5 mm R t KEYWAY DETAIL FINISHED ROAD SURFACE 30 NOTE 3 30 mm R ROW OF BRICK, WHERE SPECIFIED MORTAR CUSHION NOTE NOTES: FOR USE WITH FLEXIBLE PAVEMENT 1. EXPANSION JOINTS SHALL BE SPACED 6 m APART OR COINCIDE WITH JOINTS IN ADJACENT SIDEWALK AND CONCRETE ROAD BASE. 2. t = 130 mm, 150 mm, OR 180 mm TO SUIT CONCRETE SIDEWALK, CONCRETE BOULEVARD OR CONCRETE DRIVEWAY MEASURED FROM TOP OF CURB DEPRESSION mm FOR SIDEWALK RAMPS AND DISABILITY ACCESSES. 4. ENTRANCE TERMINATION ACCORDING TO DRAWING T DROP CURB AT ENTRANCE, TYP mm, DEPENDS ON SITE CONDITIONS AS SPECIFIED M REINFORCING BARS FOR INDUSTRIAL AND COMMERCIAL DRIVEWAYS, 50 mm CONCRETE COVER, TO BE EXTENDED 600 mm BEYOND WIDTH OF DRIVEWAY ON EACH END. All dimensions are in millimetres unless otherwise shown. ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING REV 2 NOV 2014 CONCRETE CURB T NTS SHEET 1