ENGINEERING DESIGN AND CONSTRUCTION …

1 ENGINEERING DESIGN AND CONSTRUCTION manual STANDARD DRAWING index EDCM REVISION DATE DESCRIPTION 201 0 December 2015 Joint Detail for Road Pavements 202 0 December 2015 Subsurface Drain Back of Kerb 301 0 December 2015 Barrier Kerb, Edge and Invert Profiles 302 0 December 2015 Semi Mountable & Mountable Kerb profiles 303 0 December 2015 Kerb Markings 401 0 December 2015 Concrete Footpath Cross Sections and Joints 402 0 December 2015 Concrete Joint Locations And Thicknesses at Pits 403 0 December 2015 Pedestrian Crossing Kerb Ramp Details 501 0 December 2015 Residential Vehicle Crossing Single 502 0 December 2015 Residential Vehicle Crossing Double 503 0 December 2015 Heavy Duty Vehicle Crossing 601 0 December 2015 Single Side Entry Pit Grated 600 - B2 Kerb & Channel 602 0 December 2015 Double Side Entry Pit Grated 600 - B2 Kerb & Channel 603 0 December 2015 Single Side Entry Pit Grated SM2 Kerb & Channel 604 0 December 2015 Double Side Entry Pit Grated SM2 Kerb & Channel 605 0 December 2015 900 x 600 Junction Pit Up To 3600 mm Depth 606 0 December 2015 900 x 600 Junction Pits 3601 mm To 10.

2 800 mm Depth 607 0 December 2015 Haunched Junction Pit Up To 3600 mm Depth 608 0 December 2015 Haunched Junction Pits 3601 mm To 10,800 mm Depth 609 0 December 2015 Step Irons 701 0 December 2015 Property Inlet Type A 702 0 December 2015 Property Inlet Type B 703 0 December 2015 Property Inlet Type C 704 0 December 2015 Property Inlet Type D 300325150 (MIN)15015025 PAVEMENT JOINTASPHALTBASE COURSESUBBASE COURSE &/$66 3(59,286 3,3( NO FINES CONCRETE FILTER STAGE 1 FILTER WITH GEOTEXTILE AROUNDTRENCHEXISTING PAVEMENTNEW PAVEMENTNON EXPANSIVE SUBGRADENOT TO SCALESUBGRADESEE NOTE 2200150150150 (MIN)150 PAVEMENT JOINTEXISTING PAVEMENTNEW PAVEMENT25300150 SEE NOTE 1 &/$66 3(59,286 3,3( NO FINES CONCRETE FILTER STAGE 1 FILTER WITH GEOTEXTILE AROUNDTRENCHEXPANSIVE SUBGRADENOT TO SCALEASPHALTBASE COURSESUBBASE COURSESUBGRADECAPPING LAYER201 STANDARD drawings FOR SUBDIVISIONS IN GROWTH AREASJOINT DETAIL FORROAD PAVEMENTS0 DEC 2015 RevisionEDCMDateQ:\Infrastructure Planning\MPA standard drawings \20150506 EDCM drawings (NEW)\28082015 drawings \ECDM - File No:16 November 2015 - 2:33 PMPlot Date:Kerry WaltonPlotted by:DateApprovedCheckedDrawnRevisionNoNot e: * indicates signatures on original issue of drawing or last revision of EXPANSIVE SUBGRADE, SAW CUT EXISTING ASPHALT.))))

3 REFER TOSPECIFICATION SECTION FOR JOINT DETAIL. APPLY PRIME AND SAMI TOEXISTING NON EXPANSIVE SUBGRADE, SAW CUT EXISTING ASPHALT. REFER TOSPECIFICATION SECTION FOR JOINT DETAIL. PLACE 600mm MIN WIDESTRESS ABSORBING MEMBRANE. GEOTEXTILE TO BE LOCATED CENTRALLY OVERPAVEMENT DRAINS TO BE PROVIDED BEFORE THE CONSTRUCTION OF FOR GAS, WATER, ELECTRICITY AND TELECOM SERVICES TO BELOCATED CLEAR OF PAVEMENT AND THE SUBSURFACE JOINT BETWEEN NEW AND OLD WEARING COURSE TO BE CRACK JOINT BETWEEN NEW AND OLD WEARING COURSE MUST BE CONSTRUCTEDAT A LOCATION OUTSIDE THE WHEEL PATH COURSE30020060030025350 MINDORDINARY BACKFILLCOMPACTED TO 95% COURSE - VARIESCAPPING LAYER - 150mm MIN &/$66 3(59,286 3,3( :,7+SECOND STAGE GEOTEXTILE A1, A2 OR A3 FILTER SUBGRADENOT TO SCALESUBGRADENON EXPANSIVE SUBGRADENOT TO SCALE150 MINSM KERB PROFILE100mm TOPSOIL100100D/2 + 20020mm CLASS 3 CRUSHED ROCKOR 20mm CLASS 3 CRUSHEDCONCRETE COMPACTED TO 97% CONDUITASPHALTBASE COURSE600300 DORDINARY BACKFILLCOMPACTED TO 95% SUBBASE COURSE - VARIESLOWER SUBBASE COURSE - VARIES &/$66 PERVIOUS PIPE WITHSECOND STAGEGEOTEXTILE FILTERSOCK.))

4 TYPE A4, A5 ORA6 FILTER KERB PROFILE100mm TOPSOIL325D/2 + 20020mm CLASS 3 CRUSHED ROCKOR 20mm CLASS 3 CRUSHEDCONCRETE COMPACTED TO 97%MODIFIED. SERVICE CONDUIT25100150202 STANDARD drawings FOR SUBDIVISIONS IN GROWTH AREASSUBSURFACE DRAINBACK OF KERB0 DEC 2015 RevisionEDCMDateQ:\Infrastructure Planning\MPA standard drawings \20150506 EDCM drawings (NEW)\28082015 drawings \ECDM - File No:16 November 2015 - 2:43 PMPlot Date:Kerry WaltonPlotted by:DateApprovedCheckedDrawnRevisionNoNot e: * indicates signatures on original issue of drawing or last revision of FOR GAS, WATER, ELECTRICITY AND TELECOM SERVICES TO BELOCATED CLEAR OF PAVEMENT AND THE SUBSURFACE OF KERBINVERT CHANNEL(TO INTERSECT WITH 600-WIDTH BARRIER KERB & CHANNEL)NOT TO SCALE450 WIDE BARRIER KERBNOT TO SCALEINVERT CHANNEL(TO INTERSECT WITH SEMI-MOUNTABLE OR 450-WIDTH BARRIER KERB & CHANNEL)NOT TO SCALE600 WIDE BARRIER KERBNOT TO SCALEEDGE STRIPNOT TO SCALER15R15R15R15R15301 STANDARD drawings FORSUBDIVISIONS IN GROWTH AREASBARRIER KERB, EDGEAND INVERT PROFILES0 DEC 2015 RevisionEDCMDateQ.

5 \Infrastructure Planning\MPA standard drawings \20150506 EDCM drawings (NEW)\28082015 drawings \ECDM - File No:16 November 2015 - 2:48 PMPlot Date:Kerry WaltonPlotted by:DateApprovedCheckedDrawnRevisionNoNot e: * indicates signatures on original issue of drawing or last revision of SHALL BE NORMAL CLASS N25 COMPLYING WITH THE REQUIREMENTSOF AS. 1379. REFER TO VICROADS STANDARD SPECIFICATION 703 FORREQUIREMENTS OF CONCRETE TO BE USED IN EXTRUSION TO AUSTROADS GUIDE TO ROAD DESIGN PART 3: GEOMETRIC DESIGN FORTHE RECOMMENDED USE OF KERBS AND PLANE JOINTS (WPJ) TO BE PLACED AT 2500 ARE 15mm X 15mm UNLESS OTHERWISE DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE OF KERBR25600 B21901104060011040450R2515016515600 B3R2540190450B211040300 LINE OF KERB110B3R25915045011040300 LINE OF KERB150150 MINLIP OFKERB200 LINE OF KERB150750 LINE OF KERB45040R500600 LINE OF KERB30015040R500 LINE OF KERBB1 MOUNTABLE KERBSNOT TO SCALESEMI-MOUNTABLE KERBSNOT TO SCALE302 STANDARD drawings FORSUBDIVISIONS IN GROWTH AREASSEMI MOUNTABLE &MOUNTABLE KERB PROFILES0 DEC 2015 RevisionEDCMDateQ:\Infrastructure Planning\MPA standard drawings \20150506 EDCM drawings (NEW)\28082015 drawings \ECDM - File No:16 November 2015 - 2:51 PMPlot Date:Kerry WaltonPlotted by:DateApprovedCheckedDrawnRevisionNoNot e.

6 * indicates signatures on original issue of drawing or last revision of drawingSM1150 MIN12525R300225R15R110190300 LINE/LIP OF KERB110190300150 MIN40125600R225 LINE OF KERB15 RLIP OF KERBR75SM2R75R225110190300150 MIN1259600 LIP OF KERBLINE OF KERB15 RSM3150 MIN10R30015 RLINE/LIP OF KERB50M1150 MIN40600 LIP OFKERBLINE OF KERB15R50300 SHARP TRANSITION300300150 MIN9600 LIP OFKERBM330015R50 SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADE COMPLYINGWITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS STANDARD SPECIFICATION703 FOR REQUIREMENTS OF CONCRETE TO BE USED IN EXTRUSION TO AUSTROADS GUIDE TO ROAD DESIGN PART 3: GEOMETRIC DESIGN FOR THERECOMMENDED USE OF KERBS AND JOINTS TO BE PLACED AT 3000 ARE 15mm X 15mm UNLESS OTHERWISE DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE OF KERB100150 MIN40M4M2150 MIN600 LIP OFKERBLINE OF KERB15R10010 x 10 CHAMFER3004010R40300150 MIN600 LIP OFKERB15R10010 x 10 CHAMFER30010R3009M5M6 LINE OF KERBLINE OF KERBTHIS SYMBOL SHALL BE MARKED ON THEFACE OF THE KERB IMMEDIATELY ABOVE THEPOSITION WHERE A WATER SERVICE CONDUITIS PLACED ACROSS THE SYMBOL SHALL BE MARKED ONTHE FACE OF THE KERB IN LINE WITHTHE POSITION WHERE A PROPERTYSTORMWATER CONNECTION ISPROVIDED TO AN UNDERGROUNDSTORMWATER PIPE OR SYMBOL SHALL BE MARKED ON THEFACE OF THE KERB IMMEDIATELY ABOVETHE POSITION WHERE A GAS SERVICECONDUIT IS SYMBOL SHALL BE MARKED ON THEFACE OF THE KERB IMMEDIATELY ABOVE THEPOSITION WHERE AN ELECTRICAL SERVICECONDUIT IS SYMBOL SHALL BE MARKED ON THEFACE OF THE KERB IMMEDIATELY ABOVE THEPOSITION WHERE A

7 TELECOMMUNICATIONSSERVICE CONDUIT IS SYMBOL SHALL BE MARKED ON THEFACE OF THE KERB IMMEDIATELY ABOVE THEPOSITION WHERE A RECYCLED WATERSERVICE CONDUIT IS drawings FORSUBDIVISIONS IN GROWTH AREASKERB MARKINGS0 DEC 2015 RevisionEDCMDateQ:\Infrastructure Planning\MPA standard drawings \20150506 EDCM drawings (NEW)\28082015 drawings \ECDM - File No:16 November 2015 - 2:54 PMPlot Date:Kerry WaltonPlotted by:DateApprovedCheckedDrawnRevisionNoNot e: * indicates signatures on original issue of drawing or last revision of drawing757575757575757575757575 AND DEPTH OF LETTERS TO BE STRIP1 IN 50 CROSSFALLTITLEBOUNDARY50mm THICK OF 20mmCLASS 3 CRUSHED ROCK ORCLASS 3 CRUSHED CONCRETEMECHANICALLY COMPACTED125 mm THICK N25 CONCRETE PATHWITH SL72 MESH 50mm TOP TO HAVE 50mm COVER TO ALL EDGESTYPICAL FOOTPATH CROSS DEEP515mm THICK RESINBONDED CORK STRIP FULL DEPTH OF CONCRETEOR APPROVED EXPANSION MATERIAL AND SEALANTCONSTRUCTION JOINT( )(NOTE 1.)CONTROL JOINT /WEAKENED PLANE JOINT( )(NOTE 4.)

8 EXPANSION JOINT( )(NOTE 2.)CONCRETE JOINT DETAILSN12 DOWEL BAR, 450 LONG(SEE NOTE 2.) TIE BARS, 450 LONG(SEE NOTE 1.)R6R6R6R6225225R6R6 ISOLATION JOINT( ) THICK RESINBONDED CORK STRIP FULL DEPTH OF CONCRETEOR APPROVED EXPANSION MATERIAL AND SEALANT401 STANDARD drawings FORSUBDIVISIONS IN GROWTH AREASCONCRETE FOOTPATHCROSS SECTIONS AND JOINTS0 DEC 2015 RevisionEDCMDateQ:\Infrastructure Planning\EDCM Standard drawings \ECDM - File No:16 November 2015 - 4:24 PMPlot Date:Kerry WaltonPlotted by:DateApprovedCheckedDrawnRevisionNoNot e: * indicates signatures on original issue of drawing or last revision of BARS TO BE INSTALLED AT 400 MAXIMUM CENTRES COMMENCING 150 FROM BARS TO BE INSTALLED AT 400 CENTRES COMMENCING AT A MINIMUM OF 100 ANDA MAXIMUM OF 200 FROM THE EDGE OF PATH. 16 DIAMETER PVC SLEEVE WITH END CAPOR CLOSED END TO BE FITTED TO ONE END OF THE BAR. DOWEL BARS TO BE SECURELYTIED TO LONGITUDINAL REINFORCING JOINTS (EJ) LOCATED BOTH SIDE OF VEHICLE CROSSING AND AT A MAXIMUMOF 12000 PLANE JOINTS LOCATED AT SPACINGS EQUAL TO THE WIDTH OF THE PATHAND MADE WITH A 'T' IRON OR CONCRETE SAW SHARED PATHS WEAKENED PLANE JOINTS MUST BE MADE BY CONCRETE TO BE LIGHT BROOM FINISH WITH EDGE AND JOINTS NEATLY TOOLED AFTERTHE BROOM IS FINISHED SURFACES TO COMPLY WITH AS 4586 SLIP RESISTANT CLASSIFICATION OFNEW PEDESTRIAN SURFACE USE OF COLOURED CONCRETE MUST BE APPROVED BY COUNCIL.

9 MINIMUMSTRENGTH OF COLOURED CONCRETE TO BE 32 TIMBER TO BE MIN. 125mm DIMENSIONS IN PATHS TO BE IN WIDTH MINIMUM. REFER TO APPROVED CONSTRUCTIONPLANS FOR ACTUAL HOLE AT EDGE (PLAN)NOT TO SCALEPIT/ACCESS HOLE NOT AT EDGE (PLAN)NOT TO :REFER FIGURE EDCM401 FOR JOINT = WEAKENED PLANE = ISOLATION THICKENING AROUND PITSNOT TO drawings FORSUBDIVISION IN GROWTH AREASJOINT DETAIL FORPITS WITHIN PATHS0 DEC 2015 RevisionEDCMDateQ:\Infrastructure Planning\MPA standard drawings \20150506 EDCM drawings (NEW)\28082015 drawings \ECDM - File No:16 November 2015 - 3:05 PMPlot Date:Kerry WaltonPlotted by:DateApprovedCheckedDrawnRevisionNoNot e: * indicates signatures on original issue of drawing or last revision of JOINT & CONCRETE DETAILS REFER EDCM THICKENING AT PIT TO EXTEND FROM PIT TO NEXT OR 500mm WHICHEVER IS THE THICK 20mm CLASS 3 CRUSHED ROCK OR CLASS 3 CRUSHED CONCRETEMECHANICALLY COMPACTED125mm THICK 25 MPaCONCRETE WITH SL72 MESH TOP 50 TO HAVE 50 COVER TO ALL EDGESSECTION A - AROAD PAVEMENT1 IN 8 MAXNOT TO SCALE1520 MAX1 IN 50N12 DEFORMED BARS 300mmLONG AT 300mm CENTRES,CENTRALLY PLACEDFOOTPATH (REFER TO EDCM 401)PRAM CROSSING (KERB RAMP)VARIES50mm THICK 20mm CLASS 3 FINE CRUSHED ROCK125mm THICK N25 CONCRETE WITHSL72 MESH TOP 50 COVER.

10 MESH TOHAVE 50 COVER TOALL EDGESSECTION A - A RETROFIT TO EXISTING KERBNOT TO SCALE190 MAX1520 MAX1 IN 50 BEGIN RAMP AT CHANNEL INVERTWITH SHARP TRANSITION - NOBULLNOSE 166o MIN. ANGLEBETWEEN RAMP & CHANNEL TOALLOW WHEELCHAIR DEFORMED BARS450mm LONG AT300mm CENTRES,CENTRALLY PLACEDLANDINGKERB RAMPKERB TRAYMAXIMUM SLOPE OF'KERB RAMP' 1: IN LINEPROPERTY TONOTE KERB & - (TYPICAL)PROPERTYSPLAY (VARIES)NOT TO TO SLOPE VARIATIONBETWEEN THESE POINTS45o MAX TONOTE 6 TANGENT POINTTANGENT POINTTYPICAL MID-BLOCKPEDESTRIAN CROSSINGTYPICAL PEDESTRIANCROSSINGOPPOSING KERB RAMPSTO BE ALIGNEDNOT TO SCALECONTINUOUS ACCESSIBLE PATH OF TRAVEL (CAPT)DEFINITIONS:CONTINUOUS ACCESSIBLE PATH OF TRAVEL (CAPT)xAN UNINTERRUPTED PATH OF TRAVEL TO, INTO OR WITHIN ABUILDING PROVIDING ACCESS TO ALL ACCESSIBLEFACILITIES ( )DIRECT CAPTxWHERE THE KERB RAMP IS ALIGNED WITH THE BUILDING LINEAND IN DIRECTION OF TRAVEL ACROSS THE CARRIAGEWAY(REFER FIGURE ABOVE)MAJOR STREETMINOR STREETCAPT NOTPROVIDED FORMINOR STREETROAD TAKING PRIORITYINTERSECTIONTYPELOCAL - LOCALROAD WITH HIGHER PEDESTRIANTRAFFIC VOLUME, CONTINUOUSLOCAL STREET OVER DEADEND/COURT BOWL ROADCOLLECTOR - LOCALROAD WITH HIGHER PEDESTRIANTRAFFIC VOLUMECOLLECTOR - COLLECTORARTERIAL ROADARTERIAL - COLLECTORROAD WITH HIGHER PEDESTRIANTRAFFIC VOLUMEARTERIAL - ARTERIALOPPOSING KERB RAMPSTO BE drawings FOR SUBDIVISIONS IN GROWTH AREASPEDESTRIAN CROSSINGKERB RAMP DETAILS0 DEC 2015 RevisionEDCMDateQ:\Infrastructure Planning\MPA standard drawings \20150506 EDCM drawings (NEW)\28082015 drawings \ECDM - File No:16 November 2015 - 3:27 PMPlot Date.