LOCALITY PLAN NTS 6-8 MALTON ROAD, BEECROFT NSW 2119 PUBLIC DOMAIN - CIVIL WORKS PACKAGE DRAWING LIST DRAWING No. DRAWING TITLE C101 C102 C201 C202 C203 C301 C302 C303 C304 C305 C401 C402 C403 C404 C405 C406 C501 C502 IMPORTANT: THE CONTRACTOR IS TO MAINTAIN A CURRENT SET OF "DIAL BEFORE YOU DIG" DRAWINGS ON SITE AT ALL TIMES. DIAL BEFORE YOU DIG TITLE PAGE & LOCALITY PLAN GENERAL NOTES & SPECIFICATIONS 6-8 MALTON ROAD - FOOTPATH RECTIFICATION CIVIL WORKS PLAN 6-8 MALTON ROAD - FOOTPATH RECTIFICATION - LONG SECTION 6-8 MALTON ROAD - FOOTPATH RECTIFICATION - CROSS SECTIONS WONGALA CRESCENT - FOOTPATH RECTIFICATION - CIVIL WORKS PLAN WONGALA CRESCENT - FOOTPATH RECTIFICATION - LONG SECTION WONGALA CRESCENT - FOOTPATH RECTIFICATION CROSS SECTIONS SHEET 1 OF 3 WONGALA CRESCENT - FOOTPATH RECTIFICATION CROSS SECTIONS SHEET 2 OF 3 WONGALA CRESCENT - FOOTPATH RECTIFICATION CROSS SECTIONS SHEET 3 OF 3 SUTHERLAND STREET - KERB AND GUTTER AND PEDESTRIAN REFUGE CIVIL WORKS PLAN SUTHERLAND STREET - KERB AND GUTTER AND PEDESTRIAN REFUGE LONG SECTIONS SUTHERLAND STREET - KERB AND GUTTER AND PEDESTRIAN REFUGE CROSS SECTIONS SHEET 1 OF 4 SUTHERLAND STREET - KERB AND GUTTER AND PEDESTRIAN REFUGE CROSS SECTIONS SHEET 2 OF 4 SUTHERLAND STREET - KERB AND GUTTER AND PEDESTRIAN REFUGE CROSS SECTIONS SHEET 3 OF 4 SUTHERLAND STREET - KERB AND GUTTER AND PEDESTRIAN REFUGE CROSS SECTIONS SHEET 4 OF 4 STANDARD DETAILS SHEET STANDARD COUNCIL AND RMS DETAILS 6-8 MALTON ROAD FOOTPATH RECTIFICATION WORKS TITLE PAGE, LOCALITY PLAN & LEGEND C101 NTS A DRAWING No ISSUE PROJECT No DRAWN DESIGNED SCALE @ A1 TEKCIVIL Pty Ltd 50 Carrington Street Sydney NSW 2000 Telephone: +61 2 8188 0968 www.tekcivil.com.au DATE BY ISSUE DESCRIPTION c Copyright TITLE CLIENT PROJECT APPROVED DATE NORTH 6-8 MALTON ROAD, BEECROFT PUBLIC DOMAIN - CIVIL WORKS PACKAGE 19007 EE EE KR 28.04.19 FOR CONSTRUCTION CERTIFICATE APPROVAL BELVEDERE PROJECTS PTY LTD 140 WILLIAM STREET EAST SYDNEY, NSW, 2010 28.04.19 EE A ISSUED FOR CC SUTHERLAND STREET - PEDESTRIAN REFUGE WORKS WONGALA CRESCENT FOOTPATH RECTIFICATION WORKS WONGALA CRESCENT SEATING AREA WORKS REDUCED LEVEL x 56.20 CIVIL LEGEND PROPOSED FINISHED FLOOR LEVEL FFL12.40 PROPERTY BOUNDARY PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED KERB AND GUTTER
6-8 MALTON ROAD, BEECROFTPUBLIC DOMAIN - CIVIL WORKS
PACKAGE
19007 EE
EE KR
28.04.19
FOR CONSTRUCTIONCERTIFICATE APPROVAL
BELVEDEREPROJECTS PTY LTD
140 WILLIAM STREETEAST SYDNEY, NSW, 2010
28.04.19EEA ISSUED FOR CC
1. GENERAL NOTES1. DIMENSIONS ON PLANS & SECTIONS SHOWN IN METRES ANDDIMENSIONS ON DETAILS SHOWN IN MILLIMETRES U.N.O.2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (A.H.D.).CIVIL WORKS SHALL BE DESIGNED AND CONSTRUCTED (BUT NOT LIMITEDTO) IN ACCORDANCE WITH THE FOLLOWING AUSTRALIAN STANDARDS:
• AS 1289 METHODS OF TESTING SOILS FOR ENGINEERING PURPOSES• AS 3798 GUIDELINES ON EARTHWORKS FOR COMMERCIAL ANDRESIDENTIAL DEVELOPMENTS• AUSTROADS GUIDE TO TRAFFIC ENGINEERING PRACTICE• AS 2890.1 2004 PARKING FACILITIES - OFF STREET PARKING• AS 1348 GLOSSARY OF TERMS ROADS AND TRAFFIC ENGINEERING• AS 3600 CONCRETE STRUCTURES• AS 3500 NATIONAL PLUMBING AND DRAINAGE CODE• AS 4678 EARTH RETAINING STRUCTURES
5. WORK SHALL BE IN ACCORDANCE WITH PROJECT SPECIFICATIONS,UNLESS NOTED OTHERWISE.6. IF EXISTING SITE CONDITIONS DIFFER FROM THE DESIGNPARAMETERS, TEKCIVIL SHALL BE NOTIFIED IMMEDIATELY. TEKCIVIL SHALLVERIFY AND APPROVE THE WORKS PRIOR TO CONSTRUCTION.7. ALL MATERIALS SHALL COMPLY WITH WHAT IS SHOWN ON THEPROJECT DRAWINGS AND IN THE PROJECT SPECIFICATIONS.8. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTINGSERVICES WITH ALL RELEVANT SERVICE AUTHORITIES PRIOR TO THECOMMENCEMENT OF CONSTRUCTION. A COPY OF THE LOCATIONS OF THEEXISTING SERVICES IS TO BE PROVIDED TO THE SUPERINTENDENT BYTHE SERVICES ENGINEER. CONTRACTOR TO NOTIFY SUPERINTENDENT OFANY POTENTIAL CLASHES.9. THE CONTRACTOR SHALL VERIFY OFFSET PEGS AND BENCHMARKLEVELS, AND ADVISE THE SUPERINTENDENT OF ANY DISCREPANCY PRIORTO COMMENCING CONSTRUCTION.10. THE CONTRACTOR SHALL VERIFY THE EXISTING LEVELS WHERENEW WORKS ARE TO JOIN TO EXISTING WORKS, AND ADVISE THESUPERINTENDENT OF ANY DISCREPANCY PRIOR TO COMMENCINGCONSTRUCTION.11. A COPY OF "APPROVED" DRAWINGS AND ANY APPROVALCONDITIONS ARE TO BE KEPT ON-SITE AT ALL TIMES. FURTHERMORE, ACOPY OF "CONSTRUCTION ISSUE" DRAWINGS ARE ALSO TO BE KEPTON-SITE AT ALL TIMES.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTING A SIGNAT EACH SITE ENTRANCE THAT VISIBLY DISPLAYS THE CONTRACTOR'SNAME, CONTACT DETAILS FOR COMPLAINT RESPONSE, AND CONTACTDETAILS FOR EMERGENCY CONTACT. ANY SIGNAGE SHALL BE ERECTED INACCORDANCE WITH RELEVANT AUTHORITY REQUIREMENTS.13. WHERE CERTIFICATION IS REQUIRED, INSPECTIONS ARE TO BEPERFORMED BY THE PCA. THESE INSPECTIONS ARE TO BE PERFORMED INACCORDANCE WITH THE INSPECTION & TEST PLANS PREPARED BY THEPCA. THE INSPECTOR IS TO BE GIVEN A MINIMUM NOTICE AS DETAILED INTHE SPECIFICATIONS.14. EROSION AND SEDIMENT CONTROL MEASURES AND WATERMANAGEMENT WORKS ARE TO BE CONSTRUCTED IN ACCORDANCE WITHTHE LANDCOM - MANAGING URBAN STORMWATER: SOIL ANDCONSTRUCTION, 4th EDITION, MARCH 2004 GUIDELINES.
SURVEYTHE SURVEY INFORMATION USED IN THESE PLANS HAVE BEEN OBTAINEDFROM BEE & LETHBRIDGE PTY LTD – CONSULTING SURVEYORSREFERENCE: DRAWING NO. 20048D (15/03/2019).
EXISTING SERVICES1. THE LOCATIONS OF UNDERGROUND SERVICES SHOWN IN THIS SETOF DRAWINGS HAVE BEEN PLOTTED FROM SURVEY INFORMATION ONLY.THE SERVICE INFORMATION HAS BEEN PREPARED ONLY TO SHOW THEAPPROXIMATE POSITIONS OF ANY KNOWN SERVICES AND MAY NOT BE ASCONSTRUCTED OR ACCURATE.2. TEKCIVIL CAN NOT GUARANTEE THAT THE SERVICES INFORMATIONSHOW ON THESE DRAWINGS , ACCURATELY INDICATES THE PRESENCESOR ABSENCES OF SERVICES OF THEIR LOCATION AND WILL EXCEPT NOLIABILITY FOR INACCURACIES IN THE SERVICE INFORMATION SHOWNFROM ANY CAUSE WHATSOEVER.3. CONTRACTORS SHALL TAKE DUE CARE WHEN EXCAVATING ONSITEINCLUDING HAND EXCAVATION WHERE NECESSARY. FOR EXAMPLE:WITHIN FOOTPATH AREAS.4. CONTRACTORS ARE TO CONTRACT THE RELEVANT SERVICEAUTHORITY PRIOR TO COMMENCEMENT OF EXCAVATION WORKSINCLUDING:
• JEMENA• AUSGRID• PIPE NETWORKS• ENERGY AUSTRALIA • HORNSBY SHIRE COUNCIL• SYDNEY WATER• TELSTRA AND OPTUS
5. CONTRACTORS ARE TO UNDERTAKE A SERVICE SEARCH PRIOR TOCOMMENCEMENT OF WORKS ON SITE. SEARCH RESULTS ARE TO BE KEPTON SITE AT ALL TIMES.6. WHERE SERVICES PROTECTION IS REQUIRED, THE CONTRACTOR ISTO NOTIFY THE SITE SUPERINTENDENT, WHO WILL REQUEST ADVICEFROM TEKCIVIL OR OTHERS.
EARTHWORKS1. ORIGIN OF LEVELS: REFER SURVEY NOTES.2. EARTHWORKS SHALL BE UNDERTAKEN IN ACCORDANCE WITHAS3798.3. STRIP ALL TOPSOIL / ORGANIC MATERIAL FROM CONSTRUCTIONAREAS AND STOCKPILE ON SITE TO BE USED LATER SPREAD OR REMOVEDFROM SITE AS DIRECTED BY THE SUPERINTENDENT.4. EXCAVATED MATERIAL TO BE USED AS STRUCTURAL FILL PROVIDEDTHE PLACEMENT MOISTURE CONTENT OF THE FILL IS +/- 2% OF THEOPTIMUM MOISTURE CONTENT.5. COMPACT IMPORTED FILL AREAS AND SUBGRADE TO NOT LESSTHAN:---------------------------------------------------------------------------------------- LOCATION STANDARD MAXIMUM
DRY DENSITY (SMDD)(AS1289)
--------------------------------------------------------------------------------------- UNDER BUILDINGS ON GROUND 100%. UNDER ROADS AND CAR PARKS 100% LANDSCAPED AREAS 85%---------------------------------------------------------------------------------------6. FOR NON-COHESIVE MATERIAL, COMPACT TO EQUIVALENT DENSITYINDEX IN ACCORDANCE WITH AS3798.7. BEFORE PLACING FILL, PROOF ROLL EXPOSED SURFACE WITH A 10TONNE MINIMUM ROLLER TO DETECT AND THEN REMOVE ANY SOFTSPOTS (AREAS WITH MORE THAN 2MM INDENT OR MOVEMENT UNDER THEROLLER).8. IF ANY SOFT OR UNSUITABLE SUBGRADE MATERIAL IS FOUND, THEN
THESE SHOULD BE LOCALLY EXCAVATED TO A SOUND BASE ANDREPLACED WITH SELECT FILL AND COMPACTED IN LAYERS TO ACHIEVETHE DESIGN SUBGRADE DENSITY.9. SELECT FILL SHALL CONSIST OF WELL GRADED GRANULARMATERIAL AND HAVING A MAXIMUM PARTICLE SIZE OF 75mm AND A LOWPLASTICITY INDEX LESS THAN 15%.10. FREQUENCY OF COMPACTION TESTING SHALL BE NOT LESS THAN:A. 1 TEST PER 500M3/ OF FILL PLACED PER 200mm LAYER OF FILL.
B. 1 TEST PER 2500M2/ OF EXPOSED SURFACE.FILLING TO BE PLACED AND COMPACTED IN LAYERS NOT EXCEEDING200mm.12. NO FILLING SHALL TAKE PLACE TO EXPOSED SUBGRADE UNTIL THEAREA HAS BEEN PROOF ROLLED IN THE PRESENCE OF THEGEOTECHNICAL AND DESIGN ENGINEER AND APPROVAL GIVEN INWRITING THAT FILLING CAN PROCEED.
SITEWORKS:1. ORIGIN OF LEVEL - REFER TO SURVEY PLANS2. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING LEVELSON SITE PRIOR TO COMMENCEMENT OF WORK ANY DISCREPANCIES TO BEREPORTED TO THE SUPERINTENDENT.3. MAKE SMOOTH CONNECTION WITH EXISTING WORKS.4. ALL SERVICE TRENCHES UNDER VEHICULAR PAYMENTS SHALL BEBACKFILLED WITH SAND OR AN APPROVED GRANULAR MATERIAL ANDCOMPACTED TO MINIMUM 98% STANDARD DENSITY IN ACCORDANCE WITHAS1289 5.1.1.5. PROVIDE 10mm WIDE EXPANSION JOINTS BETWEEN BUILDINGS ANDALL CONCRETE OR UNIT PAVEMENTS.6. ASPHALTIC CONCRETE SHALL CONFORM TO RMS FORM R116.7. ALL BASECOURSE MATERIAL SHALL BE IGNEOUS ROCK QUARRIEDMATERIAL TO COMPLY WITH RMS FORM 3051 (UNBOUND) , RMS FORM 3052(BOUND) COMPACT TO MINIMUM 98% MODIFIED DENSITY IN ACCORDANCEWITH AS1289 5.2.1 FREQUENCY OF COMPACTION TEST SHALL NOT BE LESSTHAN 1 TEST PER 200m3/ OF BASECOURSE MATERIAL PLACED.8. ALL SUB BASE COURSE MATERIAL SHALL BE QUARRIED MATERIAL TOCOMPLY WITH RMS FORM 3051 AND COMPACTED TO MINIMUM 95%MODIFIED DENSITY IN ACCORDANCE WITH AS1289 5.2.1.9. THE CONTRACTORS IS TO ASCERTAIN ALL AFFECTED SERVICES ANDALLOW FOR THE RELOCATION AND OR ADJUSTMENTS INCLUDING PITS ,VALVES , PILLARS , POLES ETC.10. WHERE NOTED ON THE DRAWINGS THAT WORKS ARE TO BECARRIED BY OTHERS , (ADJUSTMENTS OF SERVICES), THE CONTRACTORSHALL BE RESPONSIBLE FOR THE CO-ORDINATION OF THESE WORKS.
STORMWATERSUBSOIL:1. PROVIDE FLUSHING POINTS ON SUBSOIL DRAINAGE PIPES AT 30mCENTRES, SIGNIFICANT CHANGES IN DIRECTION AND AT THE END OFPIPES.2. AT EACH PIT, INSTALL 3.0m LENGTH OF 100DN SUBSOIL DRAINAGEPIPE WRAPPED IN GEOTEXTILE FABRIC SOCK TO UPSTREAM OF PIT.
KERBS1. ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF25 MPa U.N.O.2. ALL KERBS , GUTTERING , DISH DRAINS AND CROSSINGS TO BECONSTRUCTED ON 150mm GRANULAR BASECOURSE COMPACTED TO 98%MAXIMUM MODIFIED DRY DENSITY (AS1289 5.2.1).3. EXPANSION JOINTS (EJ) TO BE FORMED 10mm COMPRESSIBLE ABLEFLEX (OR SIMILAR) FOR THE FULL DEPTH OF THE SECTION AND CUT TOPROFILE. EXPANSION JOINTS TO BE LOCATED AT DRAINAGE PITS , ONTANGENT POINTS OF CURVES AND ELSEWHERE AT MAX 6M CENTRES.4. WEAKENED PLANE JOINTS TO BE MIN 3mm WIDE AND LOCATED 3mCENTRE EXCEPT FOR INTEGRAL KERBS WHERE THE WEAKENED PLANEJOINTS ARE TO MATCH THE JOINTS LOCATIONS IN THE SLABS.5. BROOMED FINISH TO ALL RAMPED AND VEHICULAR CROSSINGS. ALLOTHER KERBING OR DISH DRAINS TO BE STEEL FLOATED FINISH.6. EXISTING KERB AND GUTTERING IS TO BE COMPLETELY REMOVEDWHERE NEW KERB AND GUTTERING IS SHOWN.
PAVEMENTSGENERAL:1. THESE NOTES SHALL BE READ IN CONJUNCTION WITH:
A. GENERAL NOTES AND DISCLAIMERS FOR THE PROJECTB. ROADWORKS NOTES FOR THE PROJECT
2. PAVEMENT SHALL BE BOXED OUT TO THE DEPTHS HAS SHOWN ONTHE PAVEMENT DRAWINGS, AND SUBGRADE TESTING IS TO BEUNDERTAKEN. SUBGRADE TESTING RESULTS ARE TO BE FORWARDED TOTHE SUPERINTENDENT FOR DETERMINATION OF FINAL PAVEMENT DEPTH.PAVEMENT CONSTRUCTION IS TO HOLD UNTIL FINAL PAVEMENT DEPTHHAS BEEN DETERMINED BY THE ENGINEER, AND APPROVED BY THERELEVANT AUTHORITY.3. THE PAVEMENT SUBGRADE SHALL EXTEND 100mm MINIMUM BELOW,AND 150mm BEHIND THE REAR OR ANY KERB / KERB AND GUTTER ON ALLPAVEMENTS.4. A CALIFORNIA BEARING RATIO (CBR) OF 4.0% HAS BEEN ADOPTEDFOR THE PAVEMENT DESIGN.5. ALL NEW WORK SHALL NEATLY JOIN TO AND MATCH EXISTING WORK.
PEDESTRIAN PAVEMENTS:1. ALL PEDESTRIAN PAVEMENTS ARE TO BE JOINTED AS FOLLOWSUNO.2. EXPANSION JOINTS ARE TO BE LOCATED WHERE POSSIBLE ATTANGENTS TO CURVES AND ELSEWHERE AT MAXIMUM 6m CENTRES.3. WEAKENED PLANE JOINTS, TOOLED JOINTS OR SAWN JOINTS ARETO BE LOCATED AT MAXIMUM SPACING OF 1.5 TIMES THE WIDTH OF THEPAVEMENT.4. WHERE POSSIBLE JOINTS SHALL BE LOCATED TO MATCH KERBINGAND / OR ADJACENT PAVEMENTS.
MATERIAL REQUIREMENTS FOR PAVEMENT WHICH WILL BE BITUMENSURFACED:1. BASE AND SUB-BASE PAVEMENT COURSE SHALL MEET THEREQUIREMENTS OF NSW RMS SPECIFICATION No.3051 (BASE ANDSUB-BASE MATERIALS FOR SURFACED ROAD PAVEMENTS).2. IN REFERENCE TO SPECIFICATION No.3051, THE FOLLOWINGADDITIONAL INFORMATION IS PROVIDED:
• THE BASE COURSE SHALL BE DGB20 AND SUB-BASE COURSESHALL BE DGS40 UNO.
• SOAKED CBR FOR DGS40 SUB-BASE MATERIAL SHALL BEMINIMUM 30% (IN ACCORDANCE WITH RMS TEST METHOD T117)
RESPONSIBILITY FOR PREPARATION OF ANY STOCKPILE SITE RESTS WITHTHE CONTRACTOR.
PREPARATION OF SELECTED SUBGRADE LAYER:1. THE SELECTED SUBGRADE LAYER IS DEFINED AS THE UPPER 300mmOF THE FORMATION UPON WHICH THE ROAD PAVEMENT IS TO BECONSTRUCTED. THE UPPER SURFACE OF THE SUBGRADE LAYER ISDEFINED AS THE DESIGN SUBGRADE LEVEL.
2. THE SELECTED SUBGRADE LAYER SHALL BE FREE FROM ALLPOCKETS OF SOFT COMPRESSIBLE MATERIAL, FREE FROM STONE WITH AMAXIMUM DIMENSION LARGER THAN 50mm, AND HAVE A MINIMUM SOAKEDCBR AS SPECIFIED ON DRAWINGS.3. ANY UNSUITABLE LAYER SHALL BE COMPACTED TO A FIELD DRYDENSITY OF NOT LESS THAN 100% AS DETERMINED IN ACCORDANCE WITHRMS TEST METHOD T111 - STANDARD COMPACTION (FOR A COHESIVESOIL) OR A MINIMUM DENSITY INDEX OF 80% WHEN TESTED INACCORDANCE WITH AS.1289.5.6.1 (FOR A COHESIVE LESS SOIL)4. TESTS FOR COMPACTION OF SELECTED SUBGRADE LAYER SHALL BECARRIED OUT BY THE CONTRACTOR AT LOCATIONS APPROVED BYSUPERINTENDENT.
PLACEMENT OF PAVEMENT MATERIALS:1. THE PAVEMENT SHALL BE CONSTRUCTED TO THE THICKNESS ASSHOWN ON THE DRAWINGS. PAVEMENT COURSES LESS THAN 150mm INCOMPACTED THICKNESS SHALL BE SPREAD AND COMPACTED IN TWO ORMORE LAYERS OF NOT LESS THAN 75mm OR MORE THAN 150mm INCOMPACTED THICKNESS.2. SPREADING SHALL BE UNDERTAKEN BY A METHOD THAT WILLENSURE THAT SEGREGATION DOES NOT OCCUR.3. MIXING OR BLENDING OF PAVEMENT MATERIALS WILL NOT BEALLOWED ON THE ROAD FORMATION. PAVEMENT MATERIAL SHALL NOT BESPREAD ON A WATERLOGGED SUBGRADE NOR BROKEN ON THESUBGRADE. WHEN SPREADING AND/OR MIXING PAVEMENT MATERIAL,CARE SHALL BE TAKEN TO ENSURE THAT THE SUBGRADE SHALL NOT BEDISTURBED, BECOME RUTTED OR MIXED WITH THE PAVEMENT MATERIALS.4. IF, AT ANY TIME ANY PART OF SUBGRADE AND PAVEMENT MATERIALSBECOME MIXED, THE CONTRACTOR SHALL, AT ITS COST, REMOVE THEMIXTURE AND RESHAPE THE SUBGRADE WITH APPROVED MATERIALCOMPACTED UNIFORMLY WITH THE SURROUNDING SURFACE.5. WHEN EACH LAYER OF PAVEMENT MATERIAL HAS BEEN SPREAD,WATERING SHALL BE CARRIED OUT AS NECESSARY TO MAINTAIN THEMATERIAL AT A MOISTURE CONTENT DURING ROLLING AS CLOSE TO BUTNOT EXCEEDING ITS OPTIMUM MOISTURE CONTENT.6. WHERE THE MOISTURE CONTENT OF PAVEMENT MATERIAL ISINSUFFICIENT, WATER SHALL BE ADDED BY APPROVED WATERINGEQUIPMENT AND SHALL BE MIXED UNIFORMLY WITH THE MATERIAL BY ANAPPROVED MECHANICAL DEVICE.7. WHERE THERE IS EXCESS MOISTURE IN THE PAVEMENT MATERIAL,IT SHALL BE DRIED TO THE REQUIRED MOISTURE CONTENT BYLOOSENING AND AERATING.
COMPACTION OF PAVEMENT MATERIALS:1. AS EACH LAYER IS BROUGHT TO ITS OPTIMUM MOISTURE CONTENT,IT SHALL BE IMMEDIATELY COMPACTED BY ROLLING.2. COMPACTION SHALL BE CARRIED OUT USING APPROVEDEQUIPMENT OF ADEQUATE CAPACITY TO ACHIEVE THE DEGREE OFCOMPACTION SPECIFIED.3. ANY DEFICIENCIES MADE BY THE SINKING OF THE COMPACTORWHEN COMPACTING MATERIAL SHALL AT ONCE BE MADE GOOD BYSCARIFYING THE SURFACE AND ADDING ADDITIONAL MATERIAL AT THECONTRACTOR 'S EXPENSE.4. ON THE SECTION OF PAVEMENT HAVING A ONE-WAY CROSS FALL,COMPACTION SHALL COMMENCE AT THE LOWER EDGE OF THE BASE ANDPROGRESS UPWARDS TO THE HIGHER EDGE.5. ON CROWNED SECTION OF PAVEMENT, COMPACTION SHALLCOMMENCE AT THE OUTER EDGES OF THE BASE AND PROGRESSINWARDS TOWARDS THE CROWN.6. EACH PASS OF THE COMPACTION PLANT SHALL BE PARALLEL TO THECENTRE LINE OF THE PAVEMENT. THE METHOD OF COMPACTION SHALLALLOW FOR PROGRESSIVE AND UNIFORM OVERLAP BETWEEN PASSES.7. IF NON-VIBRATING SMOOTH-WHEELED ROLLERS ARE USED ASCOMPACTION PLANT. THEY SHALL BE OPERATED WITH THE DRIVINGROLLERS FACING THE UNCOMPACTED MATERIAL DURING THE INITIALPASS.8. IF VIBRATING ROLLERS ARE USED AS COMPACTION PLANT, THEVIBRATOR SHALL NOT BE ACTIVATED UNTIL A MINIMUM OF TWO "STATIC"PASSES HAVE BEEN MADE. IN ADDITION, THE VIBRATORS SHALL NOT BEACTIVATED DURING ANY CHANGE IN DIRECTION OF THE ROLLER.9. COMPACTION PLANT AND OTHER ANCILLARY PLANT SHALL NOT BEALLOWED TO REMAIN STANDING ON THE COMPACTED PAVEMENTWITHOUT THE APPROVAL OF THE SUPERINTENDENT.10. TRAFFIC SHALL NOT BE ALLOWED ON ANY COMPACTED LAYERWITHOUT APPROVAL OF THE SUPERINTENDENT. EACH LAYER IN AMULTI-LAYERED COURSE SHALL BE FULLY COMPACTED IN SEQUENCE. THESURFACE OF THE COMPACTED LAYER SHALL BE KEPT SUFFICIENTLYMOIST TO MAINTAIN THE REQUIRED FIELD MOISTURE CONTENTTHROUGHOUT THE FULL DEPTH OF THE LAYER PRIOR TO PLACEMENT OFSUBSEQUENT LAYERS OR TO THE APPLICATION OF THE SURFACE PRIMER,AS APPLICABLE.11. COMPACTION SHALL CONTINUE UNTIL THE MATERIAL DOES NOTCREEP OR WAVE AHEAD OF THE ROLLER, UNTIL THE SURFACE PRESENTSA SMOOTH UNIFORM APPEARANCE AND UNTIL THE MATERIAL HAS BEENLEVELLED AND COMPACTED TO THE REQUIREMENTS AND TOLERANCESSPECIFIED ELSEWHERE HEREIN.12. TESTS FOR COMPACTION OF ROAD PAVEMENT MATERIALS SHALL BECARRIED OUT BY THE CONTRACTOR AT LOCATIONS APPROVED BYSUPERINTENDENT.
BITUMEN SURFACINGGENERAL:1. A BITUMINOUS SEAL COAT SURFACING SHALL BE DESIGNED,SUPPLIED AND LAID ON A PRIMED SURFACE BY THE CONTRACTOR TO THEPROFILES, CROSS-SECTIONS AND DETAILS AS SHOWN ON THE DRAWINGS.THE TYPE OF SEAL COAT TO BE PROVIDED SHALL BE AS INDICATED ONTHE DRAWINGS.2. A ONE COAT SEAL IS DEFINED IN SUMMARY AS A SINGLEAPPLICATION OF BINDER ONTO A PRIMED PAVEMENT SURFACE,FOLLOWED BY A SINGLE APPLICATION OF AGGREGATE, AND THEN THESURFACE IS ROLLED AND THEN SWEPT AS REQUIRED.3. A TWO SEAL COAT IS DEFINED IN SUMMARY AS AN APPLICATION OFBINDER ONTO A PRIMED SURFACE, THEN AN APPLICATION OF COARSEAGGREGATE, THEN ROLLING OF THE SURFACE, AND THE SWEEPING ASREQUIRED. THIS IS FOLLOWED BY ANOTHER APPLICATION OF BINDER,THEN APPLICATION OF FINE AGGREGATE, THEN ROLLING OF THESURFACE AND THEN SWEEPING AS REQUIRED. BITUMEN SHALL COMPLYWITH AS2008 AND CUTBACK BITUMEN SHALL COMPLY WITH AS.2157 ORNSW RMS SPECIFICATION No.3261.4. PRE-COATING OF AGGREGATES SHALL BE CARRIED OUT WITH ASUITABLE GRADE OF CUTBACK BITUMEN.
DESIGN:1. THE CONTRACTOR SHALL SUBMIT ITS COMPLETE DESIGN TO THESUPERINTENDENT AT LEAST 14 DAYS PRIOR TO THE COMMENCEMENT OFTHE WORK. THESE DETAILS SHALL INCLUDE:• THE PRIMER TYPE, VISCOSITY AND APPLICATION RATE CONSIDEREDSUITABLE FOR THE EXPECTED CONDITION OF THE PREPARED BASEMATERIAL• THE APPLICATION RATES AND TYPE OF BINDER FOR EACH COAT.• THE SOURCE OF SUPPLY OF COVER AGGREGATE.• THE COVER AGGREGATE PROPERTIES, SIZE, TYPE, AVERAGE LEASTDIMENSION AND APPLICATION RATES FOR EACH COAT.
• THE DETAILS OF AGGREGATE PRECOATING.2. THE DESIGN SUBMISSION SHALL BE IN AN APPROVED ELECTRONICFILE FORMAT. REVIEW BY THE SUPERINTENDENT OF THE DESIGN WILLNOT RELIEVE THE CONTRACTOR OF ANY OF ITS DESIGN RESPONSIBILITY.
CONCRETE1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCEWITH AS3600 CURRENT EDITION WITH AMENDMENTS , EXCEPT WHEREVARIED BY THE CONTRACT DOCUMENTS.
CONCRETE QUALITY:1. ALL REQUIREMENTS OF THE CURRENT ACSE CONCRETESPECIFICATION DOCUMENT 1 SHALL APPLY TO THE FORM WORK ANDCONCRETE UNLESS NOTED OTHERWISE.------------------------------------------------------------------------------------------------ELEMENTAS 3600 F'C SPECIFIED NOMINAL AGG.
MPA AT 28 SLUMP SIZEDAYS
-------------------------------------------------------------------------------------------------VEHICULAR BASE 32 60 20KERBS , PATHS , PITS 25 80 20AND DRIVEWAYS -----------------------------------------------------------------------------------------------• CEMENT TYPE SHALL BE (ACSE SPECIFICATION) TYPE SL.• PROJECT CONTROL TESTING SHALL BE CARRIED OUT INACCORDANCE WITH AS1379, CLAUSE B7.2. NO ADMIXTURES SHALL BE USED IN CONCRETE UNLESS APPROVEDIN WRITING.3. CLEAR CONCRETE COVER TO ALL REINFORCEMENTS FORDURABILITY SHALL BE 70mm TOP AND 70mm FOR EXTERNAL EDGESUNLESS NOTED OTHERWISE.4. ALL REINFORCEMENTS SHALL BE FIRMLY SUPPORTED ON MILDSTEEL PLASTIC TIPPED CHAIRS, PLASTIC CHAIRS OR CONCRETE CHAIRSAT NOT GREATER THAN 1m CENTRE BOTH WAYS. BARS SHALL BE TIED ATALTERNATE INTERSECTIONS.5. THE FINISHED CONCRETE SHALL BE A DENSE HOMOGENEOUS MASS,COMPLETELY FILLING THE FORMWORK, THOROUGHLY EMBEDDING THEREINFORCEMENT AND FREE OF STONE POCKETS. ALL CONCRETEINCLUDING SLABS ON GROUND SHALL BE COMPACTED AND CURED INACCORDANCE WITH RMS SPECIFICATIONS R83.6. REINFORCEMENT SYMBOLS
S DENOTES GRADE 230 S HOT ROLLED DEFORMED BARS TOAS1302
N DENOTES GRADE 450 N BARS TO AS1302 GRADE NR DENOTES 230 R HOT ROLLED PLAN BARS TO AS1302F DENOTES HARD-DRAWN WIRE REINFORCING FABRIC TO
AS1304W DENOTES HARD-DRAWN PLAN WIRE TO AS1303EG 17N20-250
- 17 DENOTES NUMBER OF BARS IN GROUP- N DENOTES GRADE OF STEEL REINFORCEMENT- 20 DENOTES SIZE OF REINFORCEMENT BARS- 250 DENOTES SPACING IN mm
THE FIGURE FOLLOWING THE FABRIC SYMBOL SL IS THE REFERENCENUMBER FOR FABRIC TO AS1304.7. FABRIC SHALL BE LAPPED BY 225mm MINIMUM. ENSURE 25mmHORIZONTAL DISTANCE BETWEEN OVERLAPPING REINFORCING BARS.
6-8 MALTON ROAD, BEECROFTPUBLIC DOMAIN - CIVIL WORKS
PACKAGE
19007 EE
EE KR
28.04.19
FOR CONSTRUCTIONCERTIFICATE APPROVAL
BELVEDEREPROJECTS PTY LTD
140 WILLIAM STREETEAST SYDNEY, NSW, 2010
28.04.19EEA ISSUED FOR CC
LIMIT OF WORKS.MATCH INTO EXISTINGFOOTPATH ANDVERGE LEVELS.
LIMIT OF WORKS.MATCH INTO EXISTINGLEVELS
LIMIT OF WORKS.MATCH INTO EXISTINGFOOTPATH ANDVERGE LEVELS ANDMAINTAIN EXISTINGTELSTRA PIT COVERLELELS.
CONSTRUCT NEW VEHICULARCROSSING IN ACCORDANCE WITHTEKCIVIL CIVIL WORKS PACKAGEDRAWING: 'INTERNAL DRIVEWAY &VEHICULAR CROSSING WORKS PLAN -SHEET 1 OF 2' - REV C.
CONSTRUCT NEW VEHICULARCROSSING IN ACCORDANCE WITHTEKCIVIL CIVIL WORKS PACKAGEDRAWING: 'INTERNAL DRIVEWAY &VEHICULAR CROSSING WORKS PLAN -SHEET 1 OF 2' - REV C.
LIMIT OF WORKS.REFER TEKCIVIL CIVILWORKS PLANS FOR6-8 MALTON ROAD,BEECROFT.
NOTES:1. FOR INTERNAL WORKS AT 6-8 MALTON
ROAD BEECROFT. REFER CIVIL WORKSPLANS PREPARED BY TEKCIVIL PTY LTD.
2. NEW VEHICULAR CROSSINGS ARE TO BECONSTRUCTED IN ACCORDANCE WITHTEKCIVIL CIVIL WORKS PACKAGEDRAWING: 'INTERNAL DRIVEWAY &VEHICULAR CROSSING WORKS PLAN -SHEET 1 OF 2 - REV C).
3. CONSTRUCT NEW 1.2m WIDE FOOTPATH INACCORDANCE WITH LONG SECTION,CROSS SECTIONS ON DRAWINGS C202AND C203 AND DETAIL SHOWN ONDRAWING C501 AND C502.
4. ALL EXISTING TREES ARE TO BEMAINTAINED AND PROTECTED TO THESATISFACTION OF HORNSBY SHIRECOUNCIL.
6-8 MALTON ROAD, BEECROFTPUBLIC DOMAIN - CIVIL WORKS
PACKAGE
19007 EE
EE KR
28.04.19
FOR CONSTRUCTIONCERTIFICATE APPROVAL
BELVEDEREPROJECTS PTY LTD
140 WILLIAM STREETEAST SYDNEY, NSW, 2010
28.04.19EEA ISSUED FOR CC
C401
1:100
A
3.50
LIMIT OF WORKS. MATCHINTO EXISTING KERBAND GUTTER LEVELS.
MILL EXISTING ASPHALT.CONSTRUCT NEWPEDESTRIAN ISLAND,RE-SHEET WITH AC14(0.9m WIDE) AND MATCHINTO EXISTINGPAVEMENT LEVELS(TYPICAL).
MILL EXISTING ASPHALT.CONSTRUCT NEWPEDESTRIAN ISLAND,RE-SHEET WITH AC14 (0.9mWIDE) AND MATCH INTOEXISTING PAVEMENT LEVELS(TYPICAL).
REMOVE EXISTING BB LINE.INCORPORATE A SPLAYEDAPPROACH WITH PAINTEDCHEVRONS ON BOTHAPPROACHES TO CENTRALISLAND. PAINTED CHEVRONS -4.5m SPACING, 1.5m WIDTH, 45ANGLE. RAISED PAVEMENTMARKERS AT 6.0m SPACING,FROM COMMENCEMENT OFSPLAY.
INCORPORATE A MODIFIED SPLAYEDAPPROACH WITH PAINTEDCHEVRONS ON BOTH APPROACHESTO CENTRAL ISLAND. PAINTEDCHEVRONS - 4.5m SPACING, 1.5mWIDTH, 45 ANGLE. RAISED PAVEMENTMARKERS AT 6.0m SPACING, FROMCOMMENCEMENT OF SPLAY.
BB LINE. MATCH INTO EXISTING BBLINE.
LIMIT OF WORKS. MATCHINTO EXISTING KERBAND GUTTER LEVELS.
TRANSITION PAVEMENTTO MATCH INTOEXISTING LEVELS.
PROVIDE PAVEMENTTRANSITION IN ACCORDANCEWITH 'TYPICAL PAVEMENTTRANSITION DETAIL' ONDRAWING C501.
EXISTING PEDESTRIANREFUGE ISLAND AND NOSTOPPING SIGN TOREMAIN.
INSTALL NO STOPPINGSIGN 50m FROMPROPOSEDPEDESTRIAN REFUGEWITHIN EXISTINGVERGE.
50m
INSTALL PEDESTRIANREFUGE ISLAND ONTOEXISTING LIGHT POLE.
INSTALL NO STOPPINGSIGN 50m FROMPROPOSEDPEDESTRIAN REFUGEWITHIN EXISTINGVERGE.
SIGNS PLAN:SCALE 1:500
CONSTRUCTPEDESTRIAN ISLAND NO.1IN ACCORDANCE WITHRMS TECHNICALDIRECTION ' ISLANDDETAIL - FIGURE 5(T000798)'. REFER LONGSECTION ON DRAWINGC402 AND DETAIL ONDRAWING C502.(TYPICAL).
MATCH INTO EXISTINGPAVEMENT LEVELS.
EXISTING TREES TO BEPROTECTED DURINGCONSTRUCTION(TYPICAL).
SUPPLY FILL AND TURFWITHIN EXISTINGVERGE AND MATCH INTOEXISTING LEVELS TOCOUNCIL SATISFACTION.REFER CROSSSECTIONS (TYPICAL).
CONSTRUCT PRAMRAMP IN ACCORDANCEWITH HORNSBY SHIRECOUNCIL STANDARDDETAIL 'STANDARD KERBRAMP CROSSINGS'.MATCH INTO EXISTINGFOOTPATH AND LIP OFEXISTING KERB ANDGUTTTER LEVELS.
CONSTRUCT PRAMRAMP IN ACCORDANCEWITH HORNSBY SHIRECOUNCIL STANDARDDETAIL 'STANDARD KERBRAMP CROSSINGS'.MATCH INTO EXISTINGFOOTPATH LEVELS.
CONSTRUCTPEDESTRIAN ISLANDNO.2 IN ACCORDANCEWITH RMS TECHNICALDIRECTION ' ISLANDDETAIL - FIGURE 5(T000798)'. REFER LONGSECTION ON DRAWING402 AND DETAIL ONDRAWING C502.(TYPICAL).
SUTHERLAND STREET - KERB ANDGUTTER AND PEDESTRIAN REFUGECIVIL WORKS PLAN
SUBSOIL DRAINAGEGRADE, LOCATION,DEPTH ANDTREATEMENT AT ENDPOINT TO BECONFIRMED BYCOUNCIL INSPECTORDURINGCONSTRUCTION.
ALL EXISTING SERVICES COVERS TO BEADJUSTED IN ACCORDANCE WITHAUTHORITY REQUIREMENTS TO SUITEPROPOSED LEVELS. COUNCIL INSPECTORTO CONFIRM DURING CONSTRUCTION.
VERTICAL GEOMETRY-5.88%
0.00
014
4.45
414
4.45
4
5.66
114
4.25
414
4.12
1
9.30
914
4.01
814
3.90
6
10.5
1414
3.97
214
3.83
6
20.0
0014
3.41
714
3.27
8
35.4
7414
2.36
914
2.36
9
CHAINAGE
NATURALSURFACE LEVEL
DESIGNSURFACE LEVEL
DATUM 140.0
LONGITUDINAL SECTION @ LIP OF KERB AND GUTTERSCALE HORIZONTAL 1:100
VERTICAL 1:50
VERTICAL GEOMETRY-0.77% -7.43%
0.00
014
4.26
714
4.15
2
1.40
014
4.14
114
4.14
11.
871
144.
150
144.
150
2.00
014
4.15
714
4.15
72.
058
144.
161
144.
161
3.00
014
4.21
714
4.21
7
4.00
014
4.27
814
4.27
8
5.00
014
4.34
014
4.34
0
5.63
514
4.37
714
4.37
76.
000
144.
401
144.
401
7.00
014
4.45
814
4.45
8
7.65
514
4.49
114
4.49
17.
878
144.
501
144.
501
8.00
014
4.50
414
4.50
48.
070
144.
503
144.
503
8.26
114
4.49
314
4.49
39.
000
144.
452
144.
452
10.0
0014
4.40
014
4.40
0
11.0
0014
4.34
914
4.34
9
12.0
0014
4.29
114
4.29
1
13.0
0014
4.23
214
4.23
2
13.7
8114
4.18
714
4.18
714
.252
144.
267
144.
152
CHAINAGE
NATURALSURFACE LEVEL
DESIGNSURFACE LEVEL
DATUM 142.0
PEDESTRIAN ISLAND NO.1 LONGITUDINAL SECTION @ INVERT OF BARRIER KERBSCALE HORIZONTAL 1:100
VERTICAL 1:50
VERTICAL GEOMETRY0.50% -7.02%
0.00
014
3.97
114
3.97
1
1.40
014
4.10
914
3.97
81.
813
143.
980
143.
980
1.87
114
3.97
714
3.97
72.
058
143.
965
143.
969
3.00
014
3.92
514
3.92
5
5.00
014
3.78
414
3.78
4
5.63
514
3.75
614
3.75
66.
000
143.
730
143.
730
7.00
014
3.66
314
3.66
3
7.65
514
3.62
314
3.62
37.
878
143.
610
143.
610
8.00
014
3.60
514
3.60
58.
070
143.
604
143.
604
8.26
114
3.61
214
3.61
29.
000
143.
660
143.
660
10.0
0014
3.72
514
3.72
5
11.0
0014
3.78
214
3.78
2
12.0
0014
3.83
914
3.83
9
13.0
0014
3.89
714
3.89
7
13.7
8114
3.94
314
3.94
314
.000
143.
957
143.
957
14.2
5214
3.97
114
3.97
1
CHAINAGE
NATURALSURFACE LEVEL
DESIGNSURFACE LEVEL
DATUM 141.5
PEDESTRIAN ISLAND NO.2 LONGITUDINAL SECTION @ INVERT OF BARRIER KERBSCALE HORIZONTAL 1:100
SINGLE COAT BITUMENEOUS SEAL APPLIEDWITHIN 24 HOURS OF BASE COURSECOMPLETION
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
600 m
ax.
FOOT
ING
DEPT
H TO
MATC
H RE
TAIN
ED H
EIGH
T
450mm
STEEL UPRIGHT 150 UC 23 AT2100 CENTRES AND AT ALLDIRECTION CHANGES
PROVIDE 12mm DIA.GALVANISED COACHSCREW THROUGH THE TOPSLEEPER FROM THE REAROF THE WALL
WATERPROOF MEMBRANE
PROVIDE LOOSE GRANULARBACKFILL BEHIND WALL
100Ø SUBSOIL DRAINAGE LINE ATBASE IF RETAINING WALL
PROVIDE 12mm DIA.GALVANISED COACHSCREW THROUGH THE TOPSLEEPER FROM THE REAROF THE WALL EXTEND WALL 150mm ABOVE
PROPOSED FOOTPATH LEVEL
FOOTPATH PAVEMENT AS SPECIFIED
450Ø CONCRETE FOOTINGF'c 25MPa
TIMBER SLEEPER RETAINING WALLNOT TO SCALE
TJ EJ
EJ
F A C E O F K E R B
TJ TJ TJ W
1.5 X W (1.5M MAX)
6.0M MAX
PEDESTRIAN FOOTPATH JOINTING
1. EXPANSION JOINTS (EJ) ARE TO BE LOCATED WHERE POSSIBLE ATTANGENT POINTS OF CURVES AND ELSEWHERE AT MAX 6.0M CENTRES.2. TOOLED JOINTS (TJ) ARE TO BE LOCATED AT A MAX 1.5 X WIDTH OFTHE PAVEMENT.3. WHERE POSSIBLE JOINTS SHOULD BE LOCATED TO MATCH KERBINGAND / OR ADJACENT PAVEMENT JOINTS.4. ALL PEDESTRIAN FOOTPATH JOINTINGS AS FOLLOWS (UNO).
PAVEMENT TRANSITION DETAIL
PROPOSED PAVEMENT EXISTING PAVEMENT
300 300 300
BITUMINOUS BINDING TO BEPROVIDED ALONG ALLSAWCUTS AND OTHER CUTSWHERE ASPHALT PAVEMENTJOINT IS REQUIRED
