STANDARD DRAWINGS - Design Manual

1 STANDARD DRAWINGS (Appendix G of IDM Version for Public Exhibition) The Infrastructure Design Manual STANDARD DRAWINGS are prepared and maintained by the Local Government Infrastructure Design Association PO Box 85, Tongala, Victoria 3621 and is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike International License STANDARD DRAWING INDEX SHEETDRAWING CLAUSE NUMBERDATE LAST MODIFIED100 KERBSSD 100 TYPICAL KERB PROFILES 'B' TYPE, 'SM' TYPE & 'M' 105 TYPICAL INDUSTRIAL KERB PROFILES 'B' TYPE, 'SM' TYPE & 'M' 110 TYPICAL KERB BEDDING 120 LAYBACK FOR 'B2' & 'B3' 130 KERB & CHANNEL INSTALLATION ABUTTING EXISTING 140 HEAVY DUTY KERB ADAPTORS FOR 'B2' AND 'SM2' and Selection Table 1320/03/2015SD 145 SUBSOIL and Selection Table 320/03/2015200 PAVEMENTSSD 200 PEDESTRIAN 205 TYPICAL FOOTPATH 206 TYPICAL HOT MIX ASPHALT 210 TYPICAL FOOTPATH 215 REINFORCED CONCRETE PAVEMENT SEALANT and 220 REINFORCED CONCRETE PAVEMENT ISOLATION and 225 REINFORCED CONCRETE PAVEMENT TYPICAL JOINT and 235 RETROFIT RESIDENTIAL VEHICLE and Selection Table 829/03/2016SD 240 NEW RESIDENTIAL SINGLE VEHICLE CROSSING and Selection Table 829/03/2016SD 245 NEW RESIDENTIAL SHARED/DOUBLE VEHICLE CROSSING DETAILS FOR ADJACENT and Selection Table 829/03/2016SD 250 NEW INDUSTRIAL VEHICLE CROSSING and Selection Table 829/03/2016SD 255 TYPICAL SWALE DRAIN VEHICLE CROSSING (RURAL ENTRANCE)

2 260 TYPICAL SWALE DRAIN VEHICLE CROSSING (FRINGE URBAN RESIDENTIAL ENTRANCE) 265 TYPICAL B DOUBLE VEHICLE CROSSING (RURAL ENTRANCE) BACKFILLSD 310 TRENCHING BACKFILL (TRENCHES WITHIN 1m OF COUNCIL ASSETS) & DRAINAGE STRUCTURESSD 400 TYPICAL PIT DIMENSIONING AND SETTING OUT 405 UNHAUNCHED PITS (450 MAX. PIPE) 410 HAUNCHED 415 MIN. WALL THICKNESS FOR REINFORCEMENT IN MASS CONCRETE PITS (CAST IN-SITU) 420 JUNCTION PIT IN ROAD 425 JUNCTION PIT WITH CONCRETE COVER (NON TRAFFICABLE AREAS) 426 JUNCTION PIT WITH NON-CONCRETE COVER (NON TRAFFICABLE AREAS) 430 SIDE ENTRY PIT 900m INLET WITH CAST IRON COVER & CONCRETE SURROUND FOR 'B2' 431900 x 600mm SIDE ENTRY PIT PIPES UP TO 450mm (PRECAST CONCRETE LINTEL) 435 SIDE ENTRY PIT-09m INLET WITH CAST IRON COVER & CONCRETE SURROUND FOR 'SM2' 440 SIDE ENTRY PIT 900mm INLET WITH CAST IRON COVER & CONCRETE SURROUND FOR 'SM2-M' 441 GRATED SIDE ENTRY PIT WITH LIGHTWEIGHT COVER & CONCRETE SURROUND FOR 'SM2-M' 445 DOUBLE SIDE ENTRY PIT 1900mm INLET WITH APPROVED COVER & CONCRETE SURROUND FOR 'B2' 450 DOUBLE SIDE ENTRY PIT 1900mm INLET WITH CAST IRON COVER & CONCRETE SURROUND FOR 'SM2' 455 DEPRESSED GRATED 460 INLET CATCH 465 REINFORCED CONCRETE WINGWALL (IN-SITU)

3 20/03/2015SD 470 CONCRETE ENDWALL FOR PIPES UP TO 300mm (WALKWAYS, PATHS & TRACKS20/03/2015SD 475 GRATED SIDE ENTRY PIT INLET 900mm WITH CONCRETE SURROUND FOR 'B2' 480 GRATING PIT FOR SM2 MODIFIED KERB & 490900 x 600mm SIDE ENTRY PIT WITH of 2 STANDARD DRAWING INDEX SHEETDRAWING CLAUSE NUMBERDATE LAST MODIFIEDSD 495 SPOON PIT WITH 496 MODIFIED EXISTING PIT TO GRATED PIT IN VEHICLE CROSSING / & DRAINAGE STRUCTURESSD 500 CATCH DRAIN DETAILS20/03/2015SD 505 HOUSE DRAIN TO KERB & 510 HOUSE DRAIN UNDER ROAD 515 STREET DRAIN 516 STREET DRAIN CONNECTION (45 TO PIPE WHERE COVER LIMITED) 520 EASEMENT DRAIN 525 FLUSHOUT RISER 530 FLUSHOUT RISER COVER 535 DRAINAGE PIPE ANCHOR BLOCKAPPENDIX C CHECKLIST D220/03/2015600 TYPICAL ROAD PROFILESD 600 TYPICAL ROAD PROFILES RURALTABLE 620/03/2015SD 605 TYPICAL ROAD PROFILES - ACCESS PLACE & STREET / COLLECTOR LEVEL 1 & 2 TABLE 24/04/2016SD 610 TYPICAL ROAD PROFILES - LOW DENSITY RESIDENTIAL COLLECTOR / RURAL ACCESSTABLE 64/04/2016SD 615 TYPICAL ROAD PROFILES - RURAL LIVING ACCESS & COLLECTOR / LOW DENSITY RESIDENTIAL ACCESSTABLE 64/04/2016SD 620 TYPICAL ROAD PROFILES - COMMERCIAL STREET / INDUSTRIAL STREETTABLE 24/04/2016SD 625 PREFERRED SERVICE LOCATIONS FOR RURAL ACCESS 630 PREFERRED SERVICE LOCATIONS FOR RESIDENTIAL ACCESS 635 PREFERRED SERVICE LOCATIONS FOR COLLECTOR ROAD LEVEL 640 PREFERRED SERVICE LOCATIONS FOR COLLECTOR ROAD LEVEL of 230020015015040110B130040110150300450150 4030040110450SM1190110125275300R15SM2600 275125300190110SM2-M)

4 (MODIFIED)6002358550250SM360027512530019 0110M13001752505025M23003001504060050200 M330030060050200 EDGE STRIP150 TO 30025R25 RLINE OF KERBB2B3 LINE OF KERB25R25R25R25R14010150300 LINE OF KERB25x25mmCHAMFER25x25mmCHAMFER25x25mmC HAMFER225R15025 RLINE OF KERBLINE OF KERB15040R15225RR15R15R15R1575R25x25mmCH AMFER1504025x25mmCHAMFERR151401025x25mmC HAMFERR10 LINE OF KERBLINE OF KERBSHARPTRANSITION25x25mmCHAMFER14010 LINE OF KERBSHARPTRANSITION25x25mmCHAMFER200SD 100 NOT TO SCALELAST UPDATED 20/03/2015 TYPICAL KERB PROFILES 'B' TYPE,'SM' TYPE & 'M' TYPELINE OF KERBLINE OF KERBLINE OF TO AS. 2876-2000 CONCRETE KERBS AND CHANNELS FORSPECIFIC TO AUSTROADS GUIDE TO ROAD Design PART 3: GEOMETRIC DESIGNFOR THE RECOMMENDED USE OF KERBS AND SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADECOMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADSSTANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE USEDIN EXTRUSION TO BE COMPACTED CLASS 3 SUPPLIED BY THE CONTRACTORUNLESS OTHERWISE DIRECTED.

5 ( REFER SD110 ) OVERALL KERB PROFILE (DEPTH OF CONCRETE):a) 80mm FOR COMMERCIAL PROPERTIESb) 80mm WITH L8TM TRENCH MESH FOR INDUSTRIAL PROPERTIES (MESH TOHAVE 40mm COVER) TO BE SMOOTH TROWELLED FINISHED ON TRAY AND SPONGE FINISHED ON JOINTS LOCATED - 2500mm MAXIMUM SPACING - 75mm MINIMUM 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB CONCRETE STRENGTH TO BE 25 OF KERB IS USED TO DETERMINE CARRIAGEWAY 100 NOT TO SCALELAST UPDATED 20/03/2015 TYPICAL KERB PROFILES 'B' TYPE,'SM' TYPE & 'M' TYPEALL MEASUREMENTS IN MILLIMETRESI nfrastructure Design Manual STANDARD DrawingsA copy of the Infrastructure DesignManual can be viewed on theDesign Manual GovernmentInfrastructure Design Association38020023015040110B1 (INDUSTRIAL)3004011015038045023040300401 1045030025533050253003002304060050280300 3006005028030025R25 RLINE OF KERBB2 (INDUSTRIAL)B3 (INDUSTRIAL)LINE OF KERB25R25R25R25R22010150380 LINE OF KERB25x25mmCHAMFER25x25mmCHAMFER25x25mmC HAMFERR15R15R15R10 LINE OF KERBLINE OF KERBSHARPTRANSITION25x25mmCHAMFER22010 LINE OF KERBSHARPTRANSITION25x25mmCHAMFER280SD 105 NOT TO SCALELAST UPDATED 29/03/2016 TYPICAL INDUSTRIAL KERB PROFILES'B' TYPE & 'M' TYPELINE OF TO AS.

6 2876-2000 CONCRETE KERBS AND CHANNELS FORSPECIFIC TO AUSTROADS GUIDE TO ROAD Design PART 3: GEOMETRIC DESIGNFOR THE RECOMMENDED USE OF KERBS AND SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADECOMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADSSTANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE USEDIN EXTRUSION TO BE COMPACTED CLASS 3 SUPPLIED BY THE CONTRACTORUNLESS OTHERWISE DIRECTED. ( REFER SD110 ) OVERALL KERB PROFILE (DEPTH OF CONCRETE):a) 80mm FOR COMMERCIAL PROPERTIESb) 80mm WITH L8TM TRENCH MESH FOR INDUSTRIAL PROPERTIES (MESH TOHAVE 40mm COVER) TO BE SMOOTH TROWELLED FINISHED ON TRAY AND SPONGE FINISHED ON JOINTS LOCATED - 2500mm MAXIMUM SPACING - 75mm MINIMUM 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB CONCRETE STRENGTH TO BE 25 OF KERB IS USED TO DETERMINE CARRIAGEWAY STRIP (INDUSTRIAL)M1 (INDUSTRIAL)M2 (INDUSTRIAL)M3 (INDUSTRIAL)120015090320'B' KERB(INDUSTRIAL)BEYOND300150 LINE OF KERBALL SET OUT TAKEN TO BACK OFKERB UNLESS OTHERWISE SPECIFIED75023040 REFER PLANSFOR PAVEMENTLEVELS75mm MIN COMPACTED DEPTH"CLASS 3" (MIN)

7 FCR BEDDING25x25mmCHAMFERAPPROVEDSUBGRADE15x 15mmCHAMFER10N12 BARS @ 150mm CENTRESOR EQUIVALENT FOR FULLLENGTH OF LAYBACKTYPICAL INDUSTRIAL KERB LAYBACK505075757575757550505050N12 BARS @ 150mmCENTRES OR EQUIVALENTN12 BARS @ 150mmCENTRES OR EQUIVALENTN12 BARS @ 150mmCENTRES OR EQUIVALENTN12 BARS @ 150mmCENTRES OR EQUIVALENTSD 105 NOT TO SCALELAST UPDATED 29/03/2016 TYPICAL INDUSTRIAL KERB PROFILES'B' TYPE & 'M' TYPEALL MEASUREMENTS IN MILLIMETRESI nfrastructure Design Manual STANDARD DrawingsA copy of the Infrastructure DesignManual can be viewed on theDesign Manual GovernmentInfrastructure Design AssociationTYPICAL KERB BEDDING DETAILSD 110 SCALE 1:10 LAST UPDATED 20/03/2015 TYPICAL KERB BEDDING150 TO BE COMPACTED CLASS 3 SUPPLIED BY THE CONTRACTORUNLESS OTHERWISE DIRECTEDALL SET OUT TAKEN TO BACK OFKERB UNLESS OTHERWISESPECIFIEDLINE OF KERBAPPROVEDSUBGRADEKERB BEDDING TOEXTEND PAST MIN COMPACTED DEPTH"CLASS 3" (MIN) FCR BEDDING OREXTENSION OF ROAD PAVEMENTLAYERS, WHICH EVER IS GREATERALL MEASUREMENTS IN MILLIMETRESI nfrastructure Design Manual STANDARD DrawingsA copy of the Infrastructure DesignManual can be viewed on theDesign Manual GovernmentInfrastructure Design AssociationLAYBACK FOR 'B2' & 'B3' KERBINGSD 120 TYPICAL SECTION120015090240'B' KERB BEYONDSCALE 1:10 LAST UPDATED 29/03/2016300150 LINE OF KERBALL SET OUT TAKEN TO BACK OFKERB UNLESS OTHERWISESPECIFIED75025R10R15040 REFER PLANSFOR PAVEMENTLEVELS75mm MIN COMPACTED DEPTH"CLASS 3" (MIN) FCR BEDDING25x25mmCHAMFERAPPROVEDSUBGRADE15x 15 TO AS.

8 2876-2000 CONCRETE KERBS AND CHANNELS FOR SPECIFIC TO BE COMPACTED CLASS 3 SUPPLIED BY THE CONTRACTOR UNLESSOTHERWISE DEPTH OF CONCRETEa) 80mm FOR COMMERCIAL PROPERTIESb) 80mm WITH SL72 MESH FOR INDUSTRIAL PROPERTIES (MESH TO HAVE 40mm COVER) TO BE SMOOTH TROWELLED FINISHED ON TRAY AND SPONGE FINISHED ON JOINTS LOCATED - 2500mm MAXIMUM SPACING - 75mm MINIMUM 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF TYPICAL INDUSTRIAL KERB LAYBACK SEE DRAWING MEASUREMENTS IN MILLIMETRESI nfrastructure Design Manual STANDARD DrawingsA copy of the Infrastructure DesignManual can be viewed on theDesign Manual GovernmentInfrastructure Design AssociationEXISTING SUBGRADESD 130 KERB & CHANNEL INSTALLATION ABUTTINGEXISTING PAVEMENTNEW KERB PROFILEMATCH MINTYPICAL SECTIONSAWCUT LINESCALE 1:10 LAST UPDATED 29/03/2016 LINE OF TO CONCRETE AS. 2876-2000 CONCRETE KERBS AND TO BE COMPACTED CLASS 3 SUPPLIED BY THE CONTRACTOR UNLESSOTHERWISE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND JOINTS LOCATED - 2500mm MAXIMUM SPACING - 75mm MINIMUM 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF MIN COMPACTED DEPTH"CLASS 3" (MIN) FCR BEDDING OREXTENSION OF ROAD PAVEMENTLAYERS, WHICH EVER IS GREATERMINIMUM SEAL OVERLAP300 MINKEY FOR ASPHALT30mm COMPACTED DEPTH TYPE N10mm NOM.

9 SIZE ASPHALT PAVEMENT COMPRISING OF:CLASS 2 FCR COMPACTED TO MIN 98%,DEPTH TO BE MIN 250mm OR MATCHTO EXISTING PAVEMENTALL MEASUREMENTS IN MILLIMETRESI nfrastructure Design Manual STANDARD DrawingsA copy of the Infrastructure DesignManual can be viewed on theDesign Manual GovernmentInfrastructure Design AssociationEXISTING B2 KERBPROFILEB2 KERB ADAPTORB2 KERB WITH HEAVYDUTY KERB ADAPTORSECTIONAL VIEWEXISTING SM2 KERBPROFILEINSERT 100mm DIAKERB ADAPTORSM2 KERB ADAPTORSD 140 SCALE 1:10 LAST UPDATED 20/03/2015 HEAVY DUTY KERB ADAPTORS FOR'B2' AND 'SM2' KERBSSM2 KERB WITH HEAVYDUTY KERB ADAPTORSECTIONAL VIEWNOTES:ALL KERB ADAPTORS ARE TO BE AN APPROVEDPROPRIETARY PRODUCT CONSTRUCTED FROM EITHERHEAVY DUTY UPVC OR HOT DIPPED GALVANIZED MILDSTEEL. KERB IS TO BE NEATLY SAW CUT & KERBADAPTOR EPOXIED INTO POSITION. B2 KERB ADAPTORNOW AVAILABLE IN GAL. STEELSM2 KERB ADAPTORINSERT 100mm DIAKERB ADAPTORB2 KERB ADAPTORALL MEASUREMENTS IN MILLIMETRESI nfrastructure Design Manual STANDARD DrawingsA copy of the Infrastructure DesignManual can be viewed on theDesign Manual GovernmentInfrastructure Design AssociationSUBSOIL DRAINAGESD 145100mm DEPTH LOAM50 TYPICAL SECTIONNOTES:1.

10 THE DRAINS SHALL BE LAID ON A GRADE PARALLEL TO THE FINISHED FLUSHOUT RISER DETAILS REFER TO STANDARD DRAWINGS SD530 & THE SUBGRADE IS CLASSIFIED AS BEING EXPANSIVE, SUBSURFACE PAVEMENT DRAINS SHALL BE DESIGNED TO BE CONTAINED WHOLLY WITHIN THE CAPPING LAYER. IN ADDITION, NO PART OF THE SUBSURFACE DRAINAGE TRENCH SHALL BE LOCATED WITHIN 150 MM OF THE UNDERLYING SUBGRADE. IF NECESSARY, THE CAPPING LAYER MAY HAVE TO BE THICKENED TO SATISFY THIS OF KERBAPPROVED 100 CLASS 400 SLOTTED/PERFORATEDSUBSOIL DRAIN WITH GEOTEXTILE SOCK SURROUND300300 APPROVED 14mmAGGREGATEIN HIGHLY EXPANSIVE CLAY BARRIER SHEETING IS TO EXTENDUNDER THE KERB & LINE THE SUBSOIL TRENCH &GEOTEXTILE FABRIC IN OTHER SITUATIONS(OPTIONAL LOCATION)NOT TO SCALELAST UPDATED 20/03/2015300150 ALL MEASUREMENTS IN MILLIMETRESI nfrastructure Design Manual STANDARD DrawingsA copy of the Infrastructure DesignManual can be viewed on theDesign Manual GovernmentInfrastructure Design Association150050 - NEW AREAS300 - EXIST.