HAWTHORNAVENUE 879 RICHMOND ROAD MARSDEN PARK

DRG. C05.01 DRG. C05.02

RICH

MOND

ROAD

HAWTHORN AVENUE

HOLLINSWORTH ROAD

DARLING STREET

DRG. C05.02

REV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Status

Project Number/Drawing Number

DATE

PLO

TTED

: 10 J

uly 20

20 11

:01 A

M BY

: MAR

K HE

NNES

SEY

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C01.01-COVER SHEET.dwg

Client Scale

Date

Size

Datum

Revision

Scale North

DEVELOPMENT APPLICATION

200002-DA-C01.01

879 RICHMOND ROADMARSDEN PARK

1:2000

29/05/2020

A1 7

FOR APPROVALNOT TO BE USED FOR CONSTRUCTION

SKYLIFE

MKHMCMKHMDHMINOR AMENDMENTS, RE-ISSUED FOR DA10/07/20207MKHMCMKHMDHSURVEY UPDATED, RE-ISSUED FOR DA6/07/20206MKHMCMKHMDHMINOR AMENDMENTS, RE-ISSUED FOR DA18/06/20205MKHMCMKHMDHMINOR AMENDMENTS, RE-ISSUED FOR DA16/06/20204MKHMCMKHMDHRE-ISSUED FOR DA 15/06/20203MKHMCMKHMDHRE-ISSUED FOR DA 5/06/20202MKHMCMKHMDHDA ISSUE29/05/20201

Enspire Solutions Pty Ltd205/275 Alfred Street N, North Sydney NSW 2060ABN: 71 624 801 690Phone: 02 9922 6135

The copyright of this drawing remains with Enspire Solutions Pty Ltd and must not be copied wholly or in partwithout the permission of Enspire Solutions Pty Ltd.

0 10050

SCALE 1:3000

200 300m

@A1 N

DRAWING SCHEDULEDRAWING NUMBER DESCRIPTION200002-DA-C01.01 COVER SHEET, LOCALITY PLAN AND DRAWING SCHEDULE200002-DA-C01.11 GENERAL NOTES AND LEGENDS - SHEET 01200002-DA-C01.12 GENERAL NOTES AND LEGENDS - SHEET 02200002-DA-C03.01 EROSION AND SEDIMENT CONTROL PLAN AND DETAILS200002-DA-C03.05 TEMPORARY SEDIMENT BASIN CALCULATIONS200002-DA-C04.01 BULK EARTHWORKS CUT AND FILL PLAN200002-DA-C05.01 SITEWORKS AND STORMWATER DRAINAGE PLAN - SHEET 01200002-DA-C05.02 SITEWORKS AND STORMWATER DRAINAGE PLAN - SHEET 02200002-DA-C11.01 PAVEMENT, SIGNAGE AND LINEMARKING PLAN200002-DA-C14.01 SITEWORKS DETAILS200002-DA-C18.01 STORMWATER DETAILS200002-DA-C22.01 CATCHMENT PLAN200002-DA-C25.01 TURNING PATH PLAN - SHEET 01200002-DA-C25.02 TURNING PATH PLAN - SHEET 02

MKHMCMKHMDHMINOR AMENDMENTS, RE-ISSUED FOR DA10/07/20207MKHMCMKHMDHSURVEY UPDATED, RE-ISSUED FOR DA6/07/20206MKHMCMKHMDHMINOR AMENDMENTS, RE-ISSUED FOR DA18/06/20205MKHMCMKHMDHMINOR AMENDMENTS, RE-ISSUED FOR DA16/06/20204MKHMCMKHMDHRE-ISSUED FOR DA 15/06/20203MKHMCMKHMDHRE-ISSUED FOR DA 5/06/20202MKHMCMKHMDHDA ISSUE29/05/20201

SURVEY

1. THE EXISTING SITE CONDITIONS SHOWN ON THE FOLLOWING DRAWINGSHAVE BEEN SUPPLIED BY REGISTERED SURVEYORS TO PROVIDE A BASISFOR DESIGN. THE USE OF THIS SURVEY BASE DOES NOT GUARANTEE THEACCURACY OR COMPLETENESS OF THE SURVEY BASE OR ITS SUITABILITYAS A BASIS FOR CONSTRUCTION DRAWINGS.

2. SHOULD DISCREPANCIES BE ENCOUNTERED DURING CONSTRUCTIONBETWEEN THE SURVEY DATA AND ACTUAL FIELD DATA, CONTACT THEDESIGN ENGINEER.

3. THE RELATIONSHIP OF IMPROVEMENTS TO BOUNDARIES AREDIAGRAMMATIC ONLY. WHERE DISTANCES TO BOUNDARIES ARE CRITICALTHEY SHOULD BE CONFIRMED ON SITE PRIOR TO CONSTRUCTION BYFURTHER SURVEY.

GENERAL

1. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH BLACKTOWN CITYCOUNCIL STANDARDS.

2. BLACKTOWN CITY COUNCIL STANDARD DETAILS TO BE USED WHEREPOSSIBLE.

3. UTILITY ADJUSTMENTS AT DEVELOPERS EXPENSE.

4. CONDUITS TO BE PLACED WHERE REQUIRED BY THE RELEVANTAUTHORITIES.

5. SUBSOIL DRAINAGE LINES AND FLUSHING POINTS AT MAXIMUM 60mCENTRES SHALL BE INSTALLED BEHIND ALL KERBS UNLESS NOTEDOTHERWISE ON PLAN.

6. A MINIMUM OF 3m OF SUBSOIL LINE SHALL BE LAID INTO UPSTREAM SIDE OFALL DRAINAGE PITS.

EROSION AND SEDIMENT CONTROL

GENERAL INSTRUCTIONS

LAND DISTURBANCE

EROSION CONTROL

SEDIMENT CONTROL

OTHER MATTERS

1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONTROL OFEROSION AND SEDIMENTATION TO THE SATISFACTION OF COUNCIL, NSWOFFICE OF WATER, OFFICE OF ENVIRONMENT AND HERITAGE, THEEROSION AND SEDIMENTATION CONTROLS SHOWN ON THE DRAWINGSSHALL ONLY BE USED AS A GUIDE BY THE CONTRACTOR, AND SHALLREPRESENT THE MINIMUM REQUIREMENT ONLY.

2. THE CONTRACTOR SHALL ENSURE THAT ALL SOIL AND WATERMANAGEMENT WORKS ARE LOCATED AS DOCUMENTED OR AS OTHERWISEDIRECTED BY THE SUPERINTENDENT.ALL WORK SHALL BE GENERALLY CARRIED OUT IN ACCORDANCE WITH

a. LOCAL AUTHORITY REQUIREMENTS b. EPA REQUIREMENTS

c. NSW DEPARTMENT OF HOUSING MANUAL "MANAGING URBANSTORMWATER, SOILS AND CONSTRUCTION", 4th EDITION, MARCH 2004.

3. MAINTAIN THE EROSION CONTROL DEVICES TO THE SATISFACTION OF THESUPERINTENDENT AND THE LOCAL AUTHORITY.

4. WHEN STORMWATER PITS ARE CONSTRUCTED, PREVENT SITE RUNOFFENTERING UNLESS SEDIMENT FENCES ARE ERECTED AROUND PITS.

5. CONTRACTOR IS TO ENSURE ALL EROSION & SEDIMENT CONTROLDEVICES ARE MAINTAINED IN GOOD WORKING ORDER AND OPERATEEFFECTIVELY. REPAIRS AND OR MAINTENANCE SHALL BE UNDERTAKENAS REQUIRED, PARTICULARLY FOLLOWING STORM EVENTS.

6. WHERE PRACTICAL, THE SOIL EROSION HAZARD ON THE SITE WILL BEKEPT AS LOW AS POSSIBLE. TO THIS END, WORKS SHOULD BEUNDERTAKEN IN THE FOLLOWING SEQUENCE:a. INSTALL A SEDIMENT FENCE ALONG THE BOUNDARIES AS SHOWN ON

PLAN. REFER DETAIL.b. CONSTRUCT STABILISED CONSTRUCTION ENTRANCE TO LOCATION AS

DETERMINED BY SUPERINTENDENT/ENGINEER. REFER DETAIL.c. INSTALL SEDIMENT BASIN AS SHOWN ON PLAN (D) INSTALL SEDIMENT

TRAPS AS SHOWN ON PLAN.d. UNDERTAKE SITE DEVELOPMENT WORKS IN ACCORDANCE WITH THE

ENGINEERING PLANS. WHERE POSSIBLE, PHASE DEVELOPMENT SOTHAT LAND DISTURBANCE IS CONFINED TO AREAS OF WORKABLE SIZE.

7. DURING WINDY WEATHER, LARGE, UNPROTECTED AREAS WILL BE KEPTMOIST (NOT WET) BY SPRINKLING WITH WATER TO KEEP DUST UNDERCONTROL.

8. FINAL SITE LANDSCAPING WILL BE UNDERTAKEN AS SOON AS POSSIBLEAND WITHIN 20 WORKING DAYS FROM COMPLETION OF CONSTRUCTIONACTIVITIES.

9. STOCKPILES WILL NOT BE LOCATED WITHIN 2 METRES OF HAZARDAREAS, INCLUDING LIKELY AREAS OF CONCENTRATED OR HIGHVELOCITY FLOWS SUCH AS WATERWAYS. WHERE THEY ARE BETWEEN 2AND 5 METRES FROM SUCH AREAS, SPECIAL SEDIMENT CONTROLMEASURES SHOULD BE TAKEN TO MINIMISE POSSIBLE POLLUTION TODOWNSLOPE WATERS, E.G. THROUGH INSTALLATION OF SEDIMENTFENCING.

10. ANY SAND USED IN THE CONCRETE CURING PROCESS (SPREAD OVERTHE SURFACE) WILL BE REMOVED AS SOON AS POSSIBLE AND WITHIN10 WORKING DAYS FROM PLACEMENT.

11. WATER WILL BE PREVENTED FROM ENTERING THE PERMANENTDRAINAGE SYSTEM UNLESS IT IS RELATIVELY SEDIMENT FREE, I.E. THECATCHMENT AREA HAS BEEN PERMANENTLY LANDSCAPED AND/OR ANYLIKELY SEDIMENT HAS BEEN FILTERED THROUGH AN APPROVEDSTRUCTURE.

12. TEMPORARY SOIL AND WATER MANAGEMENT STRUCTURES WILL BEREMOVED ONLY AFTER THE LANDS THEY ARE PROTECTING AREREHABILITATED.

13. ACCEPTABLE RECEPTORS WILL BE PROVIDED FOR CONCRETE ANDMORTAR SLURRIES, PAINTS, ACID WASHINGS, LIGHT-WEIGHT WASTEMATERIALS AND LITTER.

14. ANY EXISTING TREES WHICH FORM PART OF THE FINAL LANDSCAPINGPLAN WILL BE PROTECTED FROM CONSTRUCTION ACTIVITIES BY:

a. PROTECTING THEM WITH BARRIER FENCING OR SIMILAR MATERIALSINSTALLED OUTSIDE THE DRIP LINE

b. ENSURING THAT NOTHING IS NAILED TO THEMc. PROHIBITING PAVING, GRADING, SEDIMENT WASH OR PLACING OF

STOCKPILES WITHIN THE DRIP LINE EXCEPT UNDER THE FOLLOWINGCONDITIONS.

(I) ENCROACHMENT ONLY OCCURS ON ONE SIDE AND NO CLOSER TO THETRUNK THAN EITHER 1.5 METRES OR HALF THE DISTANCE BETWEEN THEOUTER EDGE OF THE DRIP LINE AND THE TRUNK, WHICH EVER IS THEGREATER

(II) A DRAINAGE SYSTEM THAT ALLOWS AIR AND WATER TO CIRCULATETHROUGH THE ROOT ZONE (E.G. A GRAVEL BED) IS PLACED UNDER ALLFILL LAYERS OF MORE THAN 300 MILLIMETRES DEPTH

(III) CARE IS TAKEN NOT TO CUT ROOTS UNNECESSARILY NOR TO COMPACTTHE SOIL AROUND THEM.

LEGEND:AHD AUSTRALIAN HEIGHT DATUMAWN AWNINGBM BENCH MARKBG BOTTOM OF GUTTER (ROAD)CONC CONCRETECS CONCRETE SURFACED/H/S DIAMETER/HEIGHT/SPREADD DOOREC EDGE OF CONCRETEEG EAVE & GUTTERFL FLOOR LEVELGDN GARDENHYD HYDRANTIL INVERT LEVELLH LAMP HOLELIP LIP OF KERB

NS NATURAL SURFACEOBV OBVERT LEVELPAV PAVERSPP POWER POLERL REDUCED LEVELS STEPSSL SURFACE LEVELSILL WINDOW SILLSV STOP VALETEL TELSTRA PITTK TOP OF KERBTW TOP OF WALLVC VEHICLE CROSSINGW WINDOWWM WATER METERWTOP TOP OF WINDOW

GENERAL NOTES

1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH OTHERCONSULTANTS' DRAWINGS AND SPECIFICATIONS, AND WITH OTHER SUCHWRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THECONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE ENGINEERBEFORE PROCEEDING WITH THE WORK.

2. DO NOT OBTAIN DIMENSIONS BY SCALING THE DRAWINGS. ALL DIMENSIONSARE IN MILLIMETERS (mm) AND ALL LEVELS ARE IN METERS (m), UNO. ALLLEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD).

DESIGN SUMMARY3. THESE PLANS HAVE BEEN DESIGN IN ACCORDANCE WITH RELEVANT LOCAL

AUTHORITY GUIDELINES FOR DEVELOPMENT APPLICATION PURPOSES TODEMONSTRATE FEASIBILITY AND ARE SUBJECT TO COUNCIL APPROVAL ANDDETAILED DESIGN AT CONSTRUCTION CERTIFICATE STAGE.

EARTHWORKS

1. AT THE COMMENCEMENT OF THE CUT AND FILLING OPERATIONS FOR BULKEARTHWORKS A GEOTECHNICAL ENGINEER IS TO VISIT THE SITE &CONFIRM THE SUITABILITY OF THE METHODOLOGY OF ACHIEVING THEREQUIRED BUILDING PLATFORMS AND COMPACTION REQUIREMENTS.SUBSEQUENTLY, THE HEAD CONTRACTOR IS TO CONFIRM, IN WRITING TOTHE DESIGNING CIVIL & STRUCTURAL ENGINEERS, THAT THEMETHODOLOGY APPROVED AT THE TIME OF THE GEOTECHNICALENGINEERS VISIT WAS MAINTAINED DURING ALL THE BULK EARTHWORKSPROCESS.

2. STRIP TOPSOIL, ORGANIC MATTER AND RUBBLE FROM CONSTRUCTIONAREA TO EXPOSE NATURALLY OCCURRING MATERIAL AND STOCKPILE ONSITE AS DIRECTED BY THE SUPERINTENDENT.

3. WHERE FILLING, STRUCTURAL SLABS OR PAVEMENTS ARE REQUIRED,PROOF ROLL THE EXPOSED NATURAL SURFACE WITH A MINIMUM OF TENPASSES OF A SMOOTH DRUM VIBRATING ROLLER (MINIMUM STATICWEIGHT OF 10 TONNES) TO DETECT THEN REMOVE SOFT SPOTS (AREASWITH MORE THAN 2mm MOVEMENT UNDER ROLLER) IN THE PRESENCE OFTHE SUPERINTENDENT. THE CONTRACTOR IS TO ALLOW TO REMOVE ANDREPLACE A PROVISIONAL QUANTITY OF UNSUITABLE SUBGRADE MATTER.

4. ALL SOFT, WET OR UNSUITABLE MATERIAL IS TO BE REMOVED ASDIRECTED BY THE SUPERINTENDENT AND REPLACED WITH APPROVEDMATERIAL SATISFYING THE REQUIREMENTS LISTED BELOW.

5. EXCAVATED MATERIAL IS NOT TO BE USED AS STRUCTURAL FILL UNLESSAPPROVED BY THE GEOTECHNICAL ENGINEER.

THE CONTRACTOR IS TO PROVIDE CERTIFICATES VERIFYING THE QUALITY OF IMPORTED MATERIAL FOR THE SUPERINTENDENTS APPROVAL.

6. ALL FILL MATERIAL SHALL BE PLACED IN MAXIMUM 200mm THICK LAYERSAND COMPACTED AT OPTIMUM MOISTURE CONTENT (+ OR - 2%) TOACHIEVE A DRY DENSITY DETERMINED IN ACCORDANCE WITH AS1289 E3.1OF NOT LESS THAN THE FOLLOWING STANDARD MINIMUM DRY DENSITY INACCORDANCE WITH AS1289 E5.1.1.1:

LOCATION COMPACTION REQUIREMENTUNDER BUILDING SLABS 98% SMDDLANDSCAPED AREAS 95% SMDDROADS & PAVED AREAS 98% SMDD

7. FOR NON COHESIVE MATERIAL, COMPACT TO NOT LESS THANUNDER ROAD 80% DENSITYOTHER AREA 75% DENSITY

8. THE CONTRACTOR IS TO ALLOW FOR COMPACTION TESTING BY NATAREGISTERED LABORATORY FOR PLATFORMS AND FILL LAYERS INACCORDANCE WITH THE LATEST VERSION OF AS3798 - FOR TYPE 1OPERATIONS (MINIMUM 3 TESTS PER LAYER).

9. FREQUENCY OF COMPACTION TESTING SHALL NOT BE LESS THAN:A. 1 TEST PER 200m³ OF FILL PLACED PER 300mm LAYER OF FILLB. 3 TESTS PER VISITC. 1 TEST PER 1000m² OF EXPOSED SUBGRADED. TESTING SHALL BE "LEVEL 1" UNDERTAKEN IN ACCORDANCE

WITH AS1398.

10. WHERE TEST RESULTS ARE BELOW THE SPECIFIED COMPACTION,RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION STANDARD ISACHIEVED.

11. ALLOW FOR EXCAVATION IN ALL MATERIALS AS FOUND U.N.O. NOADDITIONAL PAYMENTS WILL BE MADE FOR EXCAVATION IN WET OR HARDGROUND.

12. WHERE THERE IS INSUFFICIENT EXCAVATED MATERIAL SUITABLE FORFILLING OR SUBGRADE REPLACEMENT, THE CONTRACTOR IS TO ALLOW TOIMPORT FILL. IMPORTED FILL SHALL COMPLY WITH THE FOLLOWING:A. MAXIMUM SIZE 50mm. PASSING 75 MICRON SIEVE (<25%).B. PLASTICITY INDEX BETWEEN 2-15% AND CBR>8.C. FREE FROM ORGANIC AND PERISHABLE MATTER.

13. REFER TO THE SITE SPECIFIC GEOTECHNICAL REPORT FOR GENERALREQUIREMENTS ON SITE PREPARATION AND RE-USE OF EXISTING SITEMATERIAL AS ENGINEERED FILL.

14. THE CONTRACTOR SHALL PROGRAM THE EARTHWORKS OPERATION SOTHAT THE WORKING AREAS ARE ADEQUATELY DRAINED DURING THEPERIOD OF CONSTRUCTION. THE SURFACE SHALL BE GRADED ANDSEALED OFF TO REMOVE DEPRESSIONS, ROLLER MARKS AND SIMILARWHICH WOULD ALLOW WATER TO POND AND PENETRATE THEUNDERLYING MATERIAL. ANY DAMAGE RESULTING FROM THECONTRACTOR NOT OBSERVING THESE REQUIREMENTS SHALL BERECTIFIED AT THEIR COST.

15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ANDMAINTAIN THE INTEGRITY OF ALL SERVICES, CONDUITS AND PIPES DURINGCONSTRUCTION, SPECIFICALLY DURING THE BACKFILLING ANDCOMPACTION PROCEDURE. ANY AND ALL DAMAGE TO NEW OR EXISTINGSERVICES AS A RESULT OF THESE WORKS SHALL BE REPAIRED BY THECONTRACTOR AT NO EXTRA COST.

16. PROTECT FINAL SURFACE WITH EITHER A TEMPORARY LOOSE SOIL LAYEROR A GRANULAR SUB-BASE LAYER TO PREVENT DRYING OUT PRIOR TOON-GROUND SLAB CONSTRUCTION.

EXISTING SERVICES

1. ALL UTILITY SERVICES INDICATED ON THE DRAWINGS ORIGINATE FROMSUPPLIED DATA, THEREFORE THEIR ACCURACY AND COMPLETENESS ISNOT GUARANTEED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TODETERMINE AND CONFIRM THE LOCATION AND LEVEL OF ALL EXISTINGSERVICES PRIOR TO THE COMMENCEMENT OF ANY WORK. ANYDISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT.CLEARANCES SHALL BE OBTAINED FROM THE RELEVANT SERVICEAUTHORITY.

2. CARE TO BE TAKEN WHEN EXCAVATING NEAR EXISTING SERVICES. NOMECHANICAL EXCAVATIONS ARE TO BE UNDERTAKEN OVER ALL LIVESERVICES. HAND EXCAVATION ONLY IN THESE AREAS.

3. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING SERVICESTHAT ARE TO BE RETAINED IN THE VICINITY OF THE PROPOSED WORKS.ANY AND ALL DAMAGE TO THESE SERVICES AS A RESULT OF THESEWORKS SHALL BE REPAIRED BY THE CONTRACTOR UNDER THE DIRECTIONOF THE SUPERINTENDENT, AND AT NO EXTRA COST.

4. THE CONTRACTOR SHALL ALLOW IN THE PROGRAM FOR ADJUSTMENT (IFREQUIRED) OF EXISTING SERVICES IN AREAS AFFECTED BY WORKS.

5. THE CONTRACTOR SHALL ALLOW IN THE PROGRAM FOR THE CAPPING OFF,EXCAVATION AND REMOVAL (IF REQUIRED) OF EXISTING SERVICES INAREA AFFECTED BY WORKS UNLESS DIRECTED OTHERWISE ON THEDRAWINGS OR BY THE SUPERINTENDENT.

6. THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES SERVICES TO ALLBUILDINGS NOT AFFECTED BY THE WORKS ARE NOT DISRUPTED.

7. PRIOR TO COMMENCEMENT OF ANY WORKS THE CONTRACTOR SHALLGAIN APPROVAL OF THE PROGRAM FOR THE RELOCATION AND/ORCONSTRUCTION OF TEMPORARY SERVICES AND FOR ANY ASSOCIATEDINTERRUPTION OF SUPPLY.

8. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TOMAINTAIN EXISTING SUPPLY TO BUILDINGS REMAINING IN OPERATIONDURING WORKS TO THE SATISFACTION AND APPROVAL OF THESUPERINTENDENT. ONCE DIVERSION IS COMPLETE AND COMMISSIONEDTHE CONTRACTOR SHALL REMOVE ALL SUCH TEMPORARY SERVICES ANDMAKE GOOD TO THE SATISFACTION OF THE SUPERINTENDENT.

9. PRIOR TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ATHOROUGH SEARCH OF ALL SERVICE AUTHORITIES SHOULD BE MADE TODETERMINE THE POSSIBLE LOCATION OF ANY FURTHER UNDERGROUNDSERVICES.

10. AUTHORITY PLANS GENERALLY SHOW ONLY THE PRESENCE OF CABLESAND PLANT AND DO NOT WARRANT OR GUARANTEE THAT SUCH PLANSARE ACCURATE. DO NOT ASSUME DEPTH OR ALIGNMENT OF CABLES ORPLANT AS THESE VARY SIGNIFICANTLY. THE CONTRACTOR HAS A DUTY OFCARE WHEN EXCAVATING NEAR EXISTING SERVICES AND PLANT. BEFOREUSING MACHINE EXCAVATORS SERVICES MUST FIRST BE PHYSICALLYEXPOSED BY SOFT DIG POTHOLING TO IDENTIFY IT'S LOCATION.

11. THE CONTRACTOR IS TO UNDERTAKE A DIAL-BEFORE-YOU-DIG SEARCHPRIOR TO ANY EXCAVATION AND MAINTAIN A CURRENT SET ON-SITEDURING EXCAVATION WORKS.

12. THE LOCATIONS OF UNDERGROUND SERVICES SHOWN IN THIS SET OFDRAWINGS HAVE BEEN PLOTTED FROM SURVEY INFORMATION ANDSERVICE AUTHORITY INFORMATION. THE SERVICE INFORMATION HASBEEN PREPARED ONLY TO SHOW THE APPROXIMATE POSITIONS OF ANYKNOWN SERVICES AND MAY NOT BE AS CONSTRUCTED ORACCURATE.ENSPIRE SOLUTIONS CAN NOT GUARANTEE THAT THESERVICES INFORMATION SHOWN ON THESE DRAWINGS ACCURATELYINDICATES THE PRESENCE OR ABSENCE OF SERVICES OR THEIR LOCATIONAND WILL ACCEPT NO LIABILITY FOR INACCURACIES IN THE SERVICESINFORMATION SHOWN FROM ANY CAUSE WHATSOEVER.

13. CONTRACTORS SHALL TAKE DUE CARE WHEN EXCAVATING ONSITEINCLUDING HAND EXCAVATION WHERE NECESSARY. CONTRACTORS ARETO CONTACT THE RELEVANT SERVICE AUTHORITY PRIOR TOCOMMENCEMENT OF EXCAVATION WORKS. CONTRACTORS ARE TOUNDERTAKE A SERVICES SEARCH, PRIOR TO COMMENCEMENT OF WORKSON SITE. SEARCH RESULTS ARE TO BE KEPT ON SITE AT ALL TIMES.

EXISTING UNDERGROUND SERVICESNOTESTHE LOCATIONS OF UNDERGROUND SERVICES SHOWN IN THIS SET OFDRAWINGS HAVE BEEN PLOTTED FROM SURVEY INFORMATION AND SERVICEAUTHORITY INFORMATION. THE SERVICE INFORMATION HAS BEEN PREPAREDONLY TO SHOW THE APPROXIMATE POSITIONS OF ANY KNOWN SERVICESAND MAY NOT BE AS CONSTRUCTED OR ACCURATE.ENSPIRE SOLUTIONS CANNOT GUARANTEE THAT THE SERVICES INFORMATION SHOWN ON THESEDRAWINGS ACCURATELY INDICATES THE PRESENCE OR ABSENCE OFSERVICES OR THEIR LOCATION AND WILL ACCEPT NO LIABILITY FORINACCURACIES IN THE SERVICES INFORMATION SHOWN FROM ANY CAUSEWHATSOEVER.CONTRACTORS SHALL TAKE DUE CARE WHEN EXCAVATING ONSITEINCLUDING HAND EXCAVATION WHERE NECESSARY.CONTRACTORS ARE TO CONTACT THE RELEVANT SERVICE AUTHORITY PRIORTO COMMENCEMENT OF EXCAVATION WORKS. CONTRACTORS ARE TOUNDERTAKE A SERVICES SEARCH, PRIOR TO COMMENCEMENT OF WORKS ONSITE. SEARCH RESULTS ARE TO BE KEPT ON SITE AT ALL TIMES.

www.dialbeforeyoudig.com.au

DIAL 1100BEFORE YOU DIG

COMMUNICATIONS- DUTY OF CARE NOTE

COMMUNICATIONS AND DATA PROVIDER PLANS SHOW ONLY THE PRESENCE OFCABLES AND PLANT. THEY ONLY SHOW THEIR POSITION RELATIVE TO ROADBOUNDARIES, PROPERTY FENCES ETC. AT THE TIME OF INSTALLATION ANDEACH PROVIDER DOES NOT WARRANT OR HOLD OUT THAT SUCH PLANS AREACCURATE THEREAFTER DUE TO CHANGES THAT MAY OCCUR OVER TIME. DONOT ASSUME DEPTH OR ALIGNMENT OF CABLES OR PLANT AS THESE VARYSIGNIFICANTLY. THE CONTRACTOR HAS A DUTY OF CARE WHEN EXCAVATINGNEAR COMMUNICATIONS AND DATA CABLES AND PLANT.BEFORE USING MACHINE EXCAVATORS COMMUNICATIONS PLANT MUST FIRSTBE PHYSICALLY EXPOSED BY SOFT DIG POTHOLING TO IDENTIFY IT'S LOCATION,PROVIDERS WILL SEEK COMPENSATION FOR DAMAGES CAUSED TO IT'SPROPERTY AND LOSSES CAUSED TO THE PROVIDERS AND IT'S CUSTOMERS.

TELSTRA - DUTY OF CARE NOTE

TELSTRA'S PLANS SHOW ONLY THE PRESENCE OF CABLES AND PLANT. THEYONLY SHOW THEIR POSITION RELATIVE TO ROAD BOUNDARIES, PROPERTYFENCES ETC. AT THE TIME OF INSTALLATION AND TELSTRA DOES NOTWARRANT OR HOLD OUT THAT SUCH PLANS ARE ACCURATE THEREAFTER DUETO CHANGES THAT MAY OCCUR OVER TIME. DO NOT ASSUME DEPTH ORALIGNMENT OF CABLES OR PLANT AS THESE VARY SIGNIFICANTLY. THECONTRACTOR HAS A DUTY OF CARE WHEN EXCAVATING NEAR TELSTRACABLES AND PLANT.BEFORE USING MACHINE EXCAVATORS TELSTRA PLANT MUST FIRST BEPHYSICALLY EXPOSED BY SOFT DIG POTHOLING TO IDENTIFY IT'S LOCATIONTELSTRA WILL SEEK COMPENSATION FOR DAMAGES CAUSED TO IT'SPROPERTY AND LOSSES CAUSED TO TELSTRA AND IT'S CUSTOMERS.

(A) ANNUAL EXCEEDANCE PROBABILITIES (AEP):

(B) RAINFALL INTENSITIES:

STORMWATER DRAINAGE NOTES

1. STORMWATER DESIGN CRITERIA:

2. PIPES 375 DIA. AND LARGER TO BE REINFORCED CONCRETE CLASS '2'APPROVED SPIGOT AND SOCKET WITH RUBBER RING JOINTS. U.N.O.

3. PIPES 300 DIA AND LESS SHALL BE DWV GRADE (CLASS SN8) uPVC WITHSOLVENT WELDED JOINTS.

4. EQUIVALENT STRENGTH FRC PIPES MAY BE USED.

5. ALL PIPES ARE TO BE UNIFORMLY SUPPORTED ALONG THE LENGTH OF THEBARREL BY SUITABLE FILL MATERIAL. REFER TO BEDDING SUPPORT TYPE.

6. PIPES WITH SOCKETS SHALL BE LAID IN BEDDING WHERE SUITABLERECESSES HAVE BEEN PROVIDED TO ENSURE PIPES DO NOT BEAR ONTHEIR SOCKETS.

7. ALL STORMWATER DRAINAGE LINES UNDER PROPOSED BUILDING SLABS TOBE uPVC PRESSURE PIPE PN6. ENSURE ALL VERTICALS AND DOWNPIPESARE uPVC PRESSURE PIPE, GRADE 6 FOR A MIN OF 3.0m IN HEIGHT.

8. PIPES TO BE INSTALLED TO TYPE HS2 SUPPORT IN ACCORDANCE WITH AS3725 (2007) IN ALL CASES BACKFILL TRENCH WITH SAND TO 300mm ABOVEPIPE. WHERE PIPE IS UNDER PAVEMENTS BACKFILL REMAINDER OF TRENCHTO UNDERSIDE OF PAVEMENT WITH SAND OR APPROVED GRANULARMATERIAL COMPACTED IN 150mm LAYERS TO MINIMUM 98% STANDARDMAXIMUM DRY DENSITY IN ACCORDANCE WITH AS 1289 5.2.1. (OR A DENSITYINDEX OF NOT LESS THAN 75).

9. REFER TO AS/NRS 3725:2007 TABLE B1 FOR REQUIRED FILL DEPTHS ABOVEPIPE BARREL PRIOR TO USE OF COMPACTION MACHINERY OR TRAVERSINGOF PIPES BY GENERAL SITE EQUIPMENT.

10. WHERE WORKING METHODS REQUIRE HIGHER CLASS PIPE, THECONTRACTOR SHALL REFER TO AS 3725 (2007) TO DETERMINE THEAPPROPRIATE PIPE CLASS. PROPOSED PIPE CLASS SHALL BE REVIEWED BYENSPIRE SOLUTIONS PRIOR TO INSTALLATION.

11. ALL INTERNAL WORKS WITHIN PROPERTY BOUNDARIES ARE TO COMPLYWITH THE REQUIREMENTS OF AS/NZS 3500.3:2015.

12. PRECAST PITS MAY BE USED EXTERNAL TO THE BUILDING SUBJECT TOAPPROVAL BY ENSPIRE SOLUTIONS.

13. ENLARGERS, CONNECTIONS AND JUNCTIONS TO BE PREFABRICATEDFITTINGS WHERE PIPES ARE LESS THAN 300 DIA.

14. WHERE SUBSOIL DRAINS PASS UNDER FLOOR SLABS AND VEHICULARPAVEMENTS, UNSLOTTED uPVC SEWER GRADE PIPE IS TO BE USED.

15. CARE IS TO BE TAKEN WITH LEVELS OF STORMWATER LINES. GRADESSHOWN ARE NOT TO BE REDUCED WITHOUT APPROVAL.

16. GRATES AND COVERS SHALL CONFORM TO AS 3996.

17. ALL BOX CULVERTS SHALL BE STRUCTURALLY DESIGNED BY THEMANUFACTURER AND DELIVERED TO SITE AS FIT FOR PURPOSE.

18. AT ALL TIMES DURING CONSTRUCTION OF STORMWATER PITS, ADEQUATESAFETY PROCEDURES SHALL BE TAKEN TO ENSURE AGAINST THEPOSSIBILITY OF PERSONNEL FALLING DOWN PITS.

19. ALL EXISTING STORMWATER DRAINAGE LINES AND PITS THAT ARE TOREMAIN ARE TO BE INSPECTED AND CLEANED. DURING THIS PROCESS ANYPART OF THE STORMWATER DRAINAGE SYSTEM THAT WARRANTS REPAIRSHALL BE REPORTED TO THE SUPERINTENDENT/ENGINEER FOR FURTHERDIRECTIONS.

20% (1 IN 5) MINOR (PIPED) NETWORK1% (1 IN 100) MAJOR (OVERLAND FLOW) SYSTEM

RAINFALL FROM BUREAU OF METEOROLOGY WEBSITE

(C) HYDROLOGIC METHOD:ILSAX METHOD / RATIONAL METHOD

Status


DATE

PLO

TTED

: 10 J

uly 20

20 11

:01 A

M BY

: MAR

K HE

NNES

SEY

Project

Title

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C01.11-C01.12-GENERAL NOTES AND LEGENDS .dwgREV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Scale Scale

Date

Size

Datum

Revision

NorthClient

SKYLIFENOT TO BE USED FOR CONSTRUCTION

FOR APPROVAL

SHEET 01GENERAL NOTES AND LEGENDS

MARSDEN PARK879 RICHMOND ROAD

A1

29/05/2020

7200002-DA-C01.11Enspire Solutions Pty Ltd205/275 Alfred Street N, North Sydney NSW 2060ABN: 71 624 801 690Phone: 02 9922 6135


1 29/05/2020 DA ISSUE MDH MKH MC MKH2 5/06/2020 RE-ISSUED FOR DA MDH MKH MC MKH3 15/06/2020 RE-ISSUED FOR DA MDH MKH MC MKH4 16/06/2020 MINOR AMENDMENTS, RE-ISSUED FOR DA MDH MKH MC MKH5 18/06/2020 MINOR AMENDMENTS, RE-ISSUED FOR DA MDH MKH MC MKH6 6/07/2020 SURVEY UPDATED, RE-ISSUED FOR DA MDH MKH MC MKH7 10/07/2020 MINOR AMENDMENTS, RE-ISSUED FOR DA MDH MKH MC MKH

SITEWORKS

1. ALL WORKS TO BE IN ACCORDANCE WITH LOCAL AUTHORITYREQUIREMENTS, SPECIFICATIONS AND AUSTRALIAN STANDARDS.CONFLICTS SHALL BE REFERRED TO THE SUPERINTENDENT FORDIRECTION.

2. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING LEVELS ONSITE PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES TO BEREPORTED TO THE DESIGN ENGINEER.

3. THE CONTRACTOR IS TO DESIGN, OBTAIN APPROVALS AND CARRY OUTREQUIRED TEMPORARY TRAFFIC CONTROL PROCEDURES DURINGCONSTRUCTION IN ACCORDANCE WITH RMS AND LOCAL AUTHORITYREGULATIONS AND REQUIREMENTS.

4. THE CONTRACTOR IS TO OBTAIN ALL AUTHORITY APPROVALS ASREQUIRED.

5. RESTORE ALL PAVED, COVERED, GRASSED AND LANDSCAPED AREAS TOTHEIR ORIGINAL CONDITION ON COMPLETION OF WORKS.

6. ON COMPLETION OF ANY TRENCHING WORKS, ALL DISTURBED AREASSHALL BE RESTORED TO THEIR ORIGINAL CONDITION, INCLUDING KERBS,FOOTPATHS, CONCRETE AREAS, GRAVEL, GRASSED AREAS AND ROADPAVEMENTS.

7. THE CONTRACTOR SHALL ARRANGE ALL SURVEY SETOUT TO BE CARRIEDOUT BY A REGISTERED SURVEYOR.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING LEVELSON SITE PRIOR TO LODGMENT OF TENDER AND ON SITE WORKS. THEPRICE AS TENDERED SHALL BE INCLUSIVE OF ALL WORKS SHOWN ON THETENDER PROJECT DRAWINGS. ADDITIONAL PAYMENTS FOR WORKSSHOWN ON THE TENDER PROJECT DRAWINGS WILL NOT BE APPROVED.

9. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THEENGINEERING PLANS AND SPECIFICATIONS, AND ANY OTHER WRITTENINSTRUCTIONS THAT MAY BE ISSUED RELATING TO DEVELOPMENT OF THESUBJECT SITE.

10. THESE PLANS SHALL BE READ IN CONJUNCTION WITH ALL APPROVEDDRAWINGS AND SPECIFICATIONS PREPARED BY OTHER PROJECTCONSULTANTS.

11. DO NOT OBTAIN DIMENSIONS BY SCALING THE DRAWINGS. ALLDIMENSIONS ARE IN MILLIMETERS (mm) AND ALL LEVELS ARE IN METERS(m), UNO. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD).

12. IN CASE OF DOUBT OR DISCREPANCY REFER TO THE DESIGN ENGINEERAND SUPERINTENDENT FOR CLARIFICATION OR CONFIRMATION PRIOR TOTHE COMMENCEMENT OF CONSTRUCTION. OTHERWISE THE CONTRACTORSHALL BE RESPONSIBLE FOR THE COST OF REMEDIATION WORKS.

13. WHERE NEW WORKS ABUT EXISTING THE CONTRACTOR SHALL ENSURETHAT A SMOOTH EVEN PROFILE, FREE FROM ABRUPT CHANGES ISOBTAINED.

14. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY AND INDUSTRIALREQUIREMENTS FOR PROVISION OF A SAFE WORKING ENVIRONMENTINCLUDING TRAFFIC CONTROL.

15. THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES ACCESS TO ALLBUILDINGS ADJACENT THE WORKS IS NOT DISRUPTED.

16. WHERE NECESSARY THE CONTRACTOR SHALL PROVIDE SAFE PASSAGE OFVEHICLES AND/OR PEDESTRIANS THROUGH OR BY THE SITE.

17. WHERE NOTED ON THE DRAWINGS THAT WORKS ARE TO BE CARRIED BYOTHERS, (eg. ADJUSTMENT OF SERVICES), THE CONTRACTOR SHALL BERESPONSIBLE FOR THE CO-ORDINATION OF THESE WORKS.

18. ALL VARIATIONS TO SPECIFIED PRODUCTS OR DESIGNS SHALL BEREFERRED TO THE DESIGN ENGINEER IN WRITING FOR APPROVAL.

19. ANY EXISTING TREES WHICH FORM PART OF THE FINAL LANDSCAPINGPLAN WILL BE PROTECTED FROM CONSTRUCTION ACTIVITIES BY:A. PROTECTING THEM WITH BARRIER FENCING OR SIMILAR MATERIALS

INSTALLED OUTSIDE THE DRIP LINEB. ENSURING THAT NOTHING IS NAILED TO THEMC. PROHIBITING PAVING, GRADING, SEDIMENT WASH OR PLACING OF

STOCKPILES WITHIN THE DRIP LINE EXCEPT UNDER THE FOLLOWINGCONDITIONS:C.a. ENCROACHMENT ONLY OCCURS ON ONE SIDE AND NO

CLOSER TO THE TRUNK THAN EITHER 1.5 METRES OR HALFTHE DISTANCE BETWEEN THE OUTER EDGE OF THE DRIPLINE AND THE TRUNK, WHICH EVER IS THE GREATER

C.b. A DRAINAGE SYSTEM THAT ALLOWS AIR AND WATER TOCIRCULATE THROUGH THE ROOT ZONE (E.G. A GRAVELBED) IS PLACED UNDER ALL FILL LAYERS OF MORE THAN300 MILLIMETRES DEPTH

C.c. CARE IS TAKEN NOT TO CUT ROOTS UNNECESSARILY NORTO COMPACT THE SOIL AROUND THEM.

20. EPA AND COUNCIL REQUIREMENTS MUST BE ADHERED TO REGARDINGTHE LEVEL OF NOISE AND WORKING HOURS, TO ENSURE THAT RESIDENTSAND OTHER APPLICABLE NEIGHBOURS TO THE SITE ARE NOT DISTURBEDUNREASONABLY. THE GENERATION OF NOISE MUST BE MINIMISED.

LAP TWO WIRES

ELEMENT

25 MIN

AS 3600 F'c MPaAT 28 DAYS

SPECIFIEDSLUMP

NOMINALAGG. SIZE

25 60 20KERBS AND PATHS32 80 20PITS AND VEHICULAR

PAVEMENTS

MAX 56 DAYDRYING

SHRINKAGE650um650um

CONCRETE

1. THIS SECTION REFERS TO CIVIL CONCRETE WORKS AND DOES NOTINCLUDE BUILDINGS OR BRIDGE STRUCTURES.

2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600 CURRENT EDITION WITH AMENDMENTS, EXCEPT WHERE VARIED BYTHE CONTRACT DOCUMENTS.

3. CONCRETE QUALITY;ALL REQUIREMENTS OF THE CURRENT ACSE CONCRETE SPECIFICATIONDOCUMENT 1 SHALL APPLY TO THE FORMWORK, REINFORCEMENT ANDCONCRETE UNLESS NOTED OTHERWISE.

4. CONCRETE PROPERTIES FOR SLABS AND BEAMS SHALL BE VARIED FROMNORMAL CLASS AS FOLLOWS:A. MINIMUM CEMENT CONTENT 250kg/m3B. MAXIMUM 56 DAY SHRINKAGE STRAIN = AS NOMINATED ABOVEC. PRIOR TO COMMENCEMENT CONCRETE SUPPLIER TO PROVIDE DRYING

SHRINKAGE TEST RESULTS FROM PRODUCTION ASSESSMENT ASEVIDENCE THAT SPECIFIED DRYING SHRINKAGE LIMITS CAN BEACHIEVED USING NORMAL MIX DESIGN.

5. CEMENT TYPE SHALL BE (ACSE SPECIFICATION) TYPE SL

6. PROJECT CONTROL TESTING SHALL BE CARRIED OUT IN ACCORDANCEWITH AS 1379.

7. NO ADMIXTURES SHALL BE USED IN CONCRETE UNLESS APPROVED INWRITING BY THE DESIGN ENGINEER.

8. CLEAR CONCRETE COVERS SHALL BE (UNO):ENVIRONMENT COVERA. SURFACES OF MEMBERS CAST AGAINST, AND IN 50mm

CONTACT WITH THE GROUNDB. SURFACES OF MEMBERS CAST AGAINST, AND IN 40mm

CONTACT WITH THE GROUND SEPARATED BY MEMBRANEC. SURFACES OF MEMBERS IN ABOVE GROUND 40mm

EXTERIOR ENVIRONMENTSD. SURFACES OF MEMBERS IN INTERIOR ENVIRONMENTS 20mm

9. ALL REINFORCEMENT SHALL BE FIRMLY SUPPORTED ON MILD STEELPLASTIC TIPPED CHAIRS, PLASTIC CHAIRS OR CONCRETE CHAIRS AT NOTGREATER THAN 1m CENTRES BOTH WAYS. BARS SHALL BE TIED ATALTERNATE INTERSECTIONS.

10. THE FINISHED CONCRETE SHALL BE A DENSE HOMOGENEOUS MASS,COMPLETELY FILLING THE FORMWORK, THOROUGHLY EMBEDDING THEREINFORCEMENT AND FREE OF STONE POCKETS.

11. FABRIC SHALL BE LAPPED IN ACCORDANCE WITH THE FOLLOWING DETAIL:

FOLLOWING THE FABRIC SYMBOL SL IS THE REFERENCE NUMBER FOR FABRICTO AS 1304.

12. uPVC SHEET SHALL BE PLACED BELOW ALL CONCRETE PAVEMENTS.

13. ALL PENETRATIONS TO HAVE 2/N12 TRIMMER BARS TOP AND BOTTOM TOEACH FACE U.N.O. EXTEND TRIMMERS 700 BEYOND PENETRATION.

14. FORMWORK CLASS SHALL BE IN ACCORDANCE WITH AS380.

15. SURFACE FINISHES:ELEMENT FORMWORK CLASSSTORMWATER PIT OFF FORMPAVEMENTS MACHINE FLOAT/BROOM FINISHEDKERBS STEEL FLOAT/TROWEL

16. REINFORCEMENT SYMBOLS:N DENOTES GRADE 450 N BARS TO AS 1302 GRADE NR DENOTES 230 R HOT ROLLED PLAIN BARS TO AS 1302SL DENOTES HARD-DRAWN WIRE REINFORCING FABRIC TO AS 1304

17 N 20 250

BAR GRADE AND TYPENUMBER OF BARS IN A GROUP

NOMINAL BAR SIZE IN mm SPACING IN mm THE FIGURE

W

6m MAX

1.5 x W

WPJ

WPJ

WPJ EJEJ

PAVEMENT JOINTS

PEDESTRIAN PAVEMENTS1. ALL PEDESTRIAN PAVEMENTS ARE TO BE JOINTED AS FOLLOWS U.N.O ON

THE DESIGN DRAWINGS.

2. EXPANSION JOINTS ARE TO BE LOCATED WHERE POSSIBLE AT TANGENTPOINTS OF CURVES AND ELSEWHERE AT MAX. 6.0m CENTRES.

3. WEAKENED PLANE JOINTS ARE TO BE LOCATED AT A MAX. SPACING OF 1.5x WIDTH OF THE PAVEMENT.

4. WHERE POSSIBLE JOINTS SHOULD BE LOCATED TO MATCH KERBING ANDOR ADJACENT PAVEMENT JOINTS.

5. TYPICAL PEDESTRIAN PAVEMENT JOINT DETAIL.

VEHICULAR PAVEMENTS6. ALL VEHICULAR PAVEMENTS TO BE JOINTED AS FOLLOWS U.N.O ON THE

DESIGN DRAWINGS.

7. TIED KEYED CONSTRUCTION JOINTS SHOULD GENERALLY BE LOCATEDLONGITUDINALLY AT A MAX OF 6.0m CENTRES

8. SAWN JOINTS SHOULD GENERALLY BE LOCATED LATERALLY AT A MAX OF6.0m CENTRES WITH DOWELED EXPANSION JOINTS AT MAX 30.0mCENTRES

9. TYPICAL VEHICULAR PAVEMENT JOINT DETAIL.

10. PROVIDE 10mm EXPANSION FOAM BETWEEN NEW CONRETE WORKS ANDEXISTING STRUCTURES.

11. LOCAL AUTHORITY REQUIREMENTS SHALL TAKE PRECEDENCE WITHIN THEPUBLIC ROAD RESERVE.

12. DOWELS TO BE PLACED ON PROPRIETARY CRADLES TO ENSURE CORRECTSPACING AND ALIGNMENT.

18m MAX

6m MAX

DEJ SJSJ

KJ

KJ

SJDEJ

6m M

AX

KERBS

1. ALL KERBS, GUTTERS, DISH DRAINS AND CROSSINGS TO BECONSTRUCTED ON 175mm GRANULAR BASECOURSE COMPACTED TOMINIMUM 95% MODIFIED DRY DENSITY (AS 1289 5.2.1).

2. EXPANSION JOINTS (E.J) TO BE FORMED FROM 10mm COMPRESSIBLE FOAMFILLER BOARD 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 12m CENTRESEXCEPT FOR INTEGRAL KERBS WHERE THE EXPANSION JOINTS ARE TOMATCH THE JOINT LOCATIONS IN THE SLABS.

3. WEAKENED PLANE JOINTS TO BE MIN 3mm WIDE AND LOCATED AT 3mCENTRES EXCEPT FOR INTEGRAL KERBS WHERE THE WEAKENED PLANEJOINTS ARE TO MATCH THE JOINT LOCATIONS IN THE SLABS.

4. EXISTING ALLOTMENT DRAINAGE PIPES ARE TO BE BUILT INTO THE NEWKERB AND GUTTER WITH 100mm DIA HOLE OR IN ACCORDANCE WITHLOCAL AUTHORITY REQUIREMENTS.

5. IN THE REPLACEMENT OF KERB AND GUTTER :-EXISTING ROAD PAVEMENT IS TO BE SAWCUT 600mm U.N.O FROM THE LIPOF GUTTER. UPON COMPLETION OF THE NEW KERB AND GUTTER NEWBASECOURSE AND SURFACE TO BE LAID 600mm WIDE U.N.O.

PAVEMENTS

1. ALL PAVEMENT MATERIALS SHALL COMPLY WITH CURRENT RTASPECIFICATIONS. PROVIDE MECHANICAL ANALYSIS FOR EACH BATCH OFPAVEMENT MATERIAL TO ENSURE CONFORMITY.

2. COMPACTION STANDARDS:A) BASE: 98% MODIFIED MAXIMUM DRY DENSITYB) SUBBASE: 95% MODIFIED MAXIMUM DRY DENSITY

3. THE CONTRACTOR SHALL CONFIRM THE DESIGN CBR WITH A MINIMUM OF 3TESTS TAKEN AT SUBGRADE LEVEL. WHERE DISCREPANCY IS FOUND,CONTACT THE DESIGNING ENGINEER.

4. ALLOW FOR COMPACTION TESTING BY NATA REGISTERED LABORATORYFOR: BASE LAYER, SUBBASE LAYER, SUBGRADE IN ACCORDANCE WITHTHE LATEST VERSION OF AS3798 FOR PAVEMENTS. ALLOW FOR AT LEASTTWO SUCCESSFUL COMPACTION TESTS IN EACH LAYER.

5. MATCH NEW PAVEMENT LAYERS NEATLY AND FLUSH WITH EXISTINGWHERE REQUIRED.

6. KEY NEW BASE AND SUBBASE LAYERS INTO EXISTING WITH 150mm WIDESTEPS. ASPHALTIC CONCRETE WAERING COURSE IS TO EXTEND 150mm(MIN) PAST BASECOURSE INTERFACE.

7. TRENCHES THROUGH EXISTING ROAD AND CONCRETE PAVEMENTS SHALLBE SAWCUT TO FULL DEPTH OF CONCRETE AND A MIN 50mm INBITUMINOUS PAVING.

8. ALL ASPHALTIC CONCRETE (AC) WORK TO BE PREPARED AND CARRIEDOUT IN ACCORDANCE WITH GOOD ASPHALTIC PAVING PRACTICE ASDESCRIBED IN AS2734-1994 "ASPHALT (HOT-MIXED) PAVING - GUIDE TOGOOD PRACTICE" AND CURRENT RMS SPECIFICATIONS (R116).

9. WHERE NOMINATED, THE CONTRACTOR SHALL ALLOW FOR ALLCOMPONENTS OF PROPRIETARY JOINTING SYSTEMS INCLUDING FIXING,TEMPLATES & PEGGING TO ENSURE THAT ALL DOWEL BARS REMAIN IN THECORRECT ALIGNMENT AND POSITION.

10. ALL BASECOURSE MATERIAL SHALL BE IGNEOUS ROCK QUARRIEDMATERIAL TO COMPLY WITH R.M.S. FORM 3051, COMPACTED TO MINIMUM98% MODIFIED DENSITY IN ACCORDANCE WITH AS 1289 5.2.1FREQUENCY OF COMPACTION TESTING SHALL NOT BE LESS THAN 1 TESTPER 50m OF BASECOURSE MATERIAL PLACED.

11. ALL SUB-BASE COURSE MATERIAL SHALL BE IGNEOUS ROCK QUARRIEDMATERIAL TO COMPLY WITH R.M.S. FORM 3051, AND COMPACTED TOMINIMUM 95% MODIFIED DENSITY IN ACCORDANCE WITH A.S 1289 5.2.1FREQUENCY OF COMPACTION TESTING SHALL NOT BE LESS THAN 1 TESTPER 50m OF SUB-BASE COURSE MATERIAL PLACED.

12. AS AN ALTERNATIVE TO THE USE OF IGNEOUS ROCK AS A SUB-BASEMATERIAL IN (9) A CERTIFIED RECYCLED CONCRETE MATERIALCOMPLYING WITH R.M.S. FORM 3051 WILL BE CONSIDERED. SUBJECT TOMATERIAL SAMPLES AND APPROPRIATE CERTIFICATIONS BEING PROVIDEDTO THE SATISFACTION OF THE DESIGN ENGINEER.

13. SHOULD THE CONTRACTOR WISH TO USE A RECYCLED PRODUCT THISSHALL BE CLEARLY INDICATED IN THEIR TENDER AND THE PRICEDIFFERENCE BETWEEN AN IGNEOUS PRODUCT AND A RECYCLEDPRODUCT SHALL BE CLEARLY INDICATED.

CORE FILLED

MATERIAL

BLOCKS

BLOCKSSOLID

BRICKS

ELEMENT

1:0.25:3

1:0.25:312 MPa

15 MPa

CONC

CONC

MORTAR

LIME:(CEMENT:

(F'c)SAND)

1:1:6

COMPRESSIVEUNCONFINED

CHARACTERISTIC

STRENGTH(F'c)

20 MPaCLAY

BRICKWORK AND BLOCKWORK1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS

3700.2. STRENGTHS OF MASONRY UNITS AND TYPE OF MORTAR SHALL BE AS

FOLLOWS:

3. ONLY LOAD BEARING MASONRY WALLS ARE SHOWN UNDER CONCRETESLABS.

4. OTHER THAN REINFORCED CONCRETE BLOCKWORK, MASONRYSUPPORTING SLABS AND BEAMS SHALL BE TROWELLED SMOOTH WITHMORTAR FILLING ALL VOIDS. TWO LAYERS OF MALTHOID SHALL BE PLACEDFULL WIDTH ACROSS SUCH LOAD BEARING SURFACES EXCEPT WHEREPROPRIETARY BEARING STRIP IS NOTED OR ALTERNATIVE DETAIL ISDOCUMENTED. THE HEADS OF LOAD BEARING WALLS SHALL NOT EXTENDABOVE THE SOFFIT OF THE CONCRETE SLAB ABOVE.

5. ALL DOUBLE SKIN SOLID WALLS SUCH AS 230mm THICK BRICKWORK SHALLBE BONDED BY A HEADER COURSE EVERY 4th COURSE.

6. ALL MASONRY SUPPORTING OR SUPPORTED BY CONCRETE FLOORSSHALL BE PROVIDED WITH VERTICAL JOINTS TO MATCH ANY CONTROLJOINTS IN THE CONCRETE.

7. NON LOAD BEARING WALLS BUILT PRIOR TO POURING CONCRETE SHALLBE SEPARATED FROM CONCRETE ABOVE BY 16 mm THICK CLOSED CELLPOLYSTYRENE STRIP. WHERE BUILT AFTER CONCRETE IS POURED LEAVE12 mm CLEAR OF CONCRETE SOFFIT.

8. NO CHASES OR RECESSES ARE PERMITTED IN LOAD BEARING MASONRYWITHOUT THE APPROVAL OF THE ENGINEER.

9. PROVIDE VERTICAL CONTROL JOINTS AT 10 m MAX. CENTRES GENERALLY,AND 5 m MAX. FROM CORNERS FOR BRICKWORK AND UNREINFORCEDBLOCKWORK.

10. REFER TO CONCRETE NOTES FOR DE-PROPPING PRIOR TOCONSTRUCTION OF MASONRY WALLS ON SUSPENDED SLABS.

11. ALL CAVITY CONSTRUCTION SHALL INCLUDE STAINLESS STEEL TIESINSTALLED IN ACCORDANCE WITH CLAUSE 3.8 AS 3700.

12. REINFORCED CONCRETE BLOCKWORK SHALL COMPLY WITH THEFOLLOWING, UNLESS NOTED

* BLOCKS SHALL BE STRENGTH GRADE 15 CONFORMING TO AS 2733.

* MORTAR SHALL COMPRISE 1 CEMENT:0.25 LIME:3 SAND.

* PROVIDE CLEANOUT HOLES 100 mm SQUARE MINIMUM AT BASE OF ALLWALLS AND ROD CORE HOLES TO REMOVE PROTRUDING MORTAR FINSPRIOR TO GROUTING.

* CORE FILLING GROUT SHALL BE :-F'c = 20 MPa MINIMUMCEMENT CONTENT = 300 kg/m,SLUMP = 230 ± 30 mm.

* REINFORCEMENT PROJECTING FROM FOUNDATION OR SLABS INTOCORES, SHALL BE SET ACCURATELY IN PLACE USING TEMPLATES TOALIGN WITH THE CENTRE OF THE LENGTH OF CORES AND WITH COVERAS NOTED. WHERE HORIZONTAL BARS ARE INDICATED, THE WEBS OFTHE BLOCKS BELOW THE BARS SHALL BE CUT DOWN TO ACCOMMODATETHE BARS.

* GROUT ALL CORES IN REINFORCED BLOCKWORK UNLESS OTHERWISENOTED. HEIGHT OF BLOCKWORK TO BE GROUTED ON ONE DAY SHALL BE2400mm. GROUT SHALL BE PLACED IN LIFTS OF 1200mm MAXIMUM ANDCOMPACTED BY POKER VIBRATOR. A SHORT TIME SHOULD ELAPSEBETWEEN SUCCESSIVE LIFTS TO ALLOW PLASTIC SETTLEMENT TOOCCUR.

* PROVIDE 50 mm COVER FROM THE OUTSIDE OF THE BLOCKWORKUNLESS NOTED.

13. BACKFILL TO RETAINING WALLS SHALL BE FREE DRAINING GRANULARMATERIAL. PROVIDE SUBSOIL DRAIN AT BASE OF WALL. DO NOT BACKFILLUNTIL 14 DAYS AFTER GROUTING, OR IF APPLICABLE, AFTER RESTRAININGSLAB OVER HAS BEEN POURED AND CURED FOR 7 DAYS. BACKFILL SHALLBE COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY AT OPTIMUMMOISTURE CONTENT ± 2 %.

MORTAR ADMIXTURES SHALL NOT BE USED WITHOUT THE WRITTENAPPROVAL OF THE SUPERINTENDENT.

SITE BOUNDARY

SITE FENCE

CONTOUR

BATTER

RETAINING WALL

KERB AND GUTTER

KERB AND TOE

KERB ONLY

FLUSH KERB

ROLL KERB AND GUTTER

ROLL KERB AND TOE

DISH DRAIN

INTEGRAL KERB

INTEGRAL KERB WITH THICKENED EDGE

MOUNTABLE KERB

INTEGRAL MOUNTABLE KERB

MOUNTABLE KERB AND GUTTER

KERB RAMP (RMS)

VEHICLE CROSSING

BULK EARTHWORKS PAD LEVEL

BULK EARTHWORKS LEVEL

BULK EARTHWORKS STEP

FINISHED FLOOR LEVEL

FINISHED LEVEL

INVERT LEVEL

SWALE DRAIN

TEMPORARY DRAINAGE CHANEL

OVERLAND FLOW

SURFACE FALL

SUBSOIL DRAINAGE LINE

SUBSOIL FLUSHING POINT

SUBSOIL INTERMEDIATE RISER

PIPE SIZESTORMWATER DRAINAGE LINE

FLOW DIRECTION

STORMWATER LINE/PIT NUMBER

CHARGED STORMWATER LINE

KERB INLET PIT

SURFACE INLET PIT/JUNCTION PIT

HEADWALL

GRATED TRENCH DRAIN

DOWNPIPE

GENERAL WORKS LEGEND

K&T

KO

FK

100.00

RW

K&G

RK&G

RK&T

DD

IK

IKTE

MK

IMK

MK&G

VC

XX

FFL

BE

SS SS

CS

HWA900

375

B

F

IL

FP

IR

DP

A01/01

GTD

KR

PRAM RAMP (COUNCIL)

PR

Status


DATE

PLO

TTED

: 10 J

uly 20

20 11

:16 A

M BY

: MAR

K HE

NNES

SEY

Project

Title

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C01.11-C01.12-GENERAL NOTES AND LEGENDS .dwgREV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Scale Scale

Date

Size

Datum

Revision

NorthClient


FOR APPROVAL

SHEET 02GENERAL NOTES AND LEGENDS


A1

29/05/2020




WALL-BD

Y0.04

WALL-BD

Y0.10

WALL-BD

Y0.08

WALL-BD

Y0.39

WALL-BD

Y0.89

SETBACK23.84

RICH

MOND

ROAD

E2 ZONE(NO PROPOSED WORKS)

BELL

SCR

EEK

RUNOFF

SEDIMENT TRAP FOR KERB INLET(AT LOW POINT - SANDBAG)

NOT TO SCALE

RUNOFF

SANDBAGS OVERLAPONTO KERB

GAP BETWEEN BAGSACT AS SPILLWAY

THREE LAYERS OF SANDBAGSWITH ENDS OVERLAPPED

SANDBAGS OVERLAPONTO KERB

GAP BETWEEN BAGSACT AS SPILLWAY

THREE LAYERS OF SANDBAGSWITH ENDS OVERLAPPED

900 MIN

2000 MIN

SEDIMENT TRAP FOR KERB INLET(ON GRADE - SANDBAG)

NOT TO SCALE

RUNOFF

200 M

IN

BURIED FABRICGEOTEXTILE FILTERFABRIC

DROP INLETWITH GRATE

GEOTEXTILE FILTER FABRIC

FILTEREDWATER

RUNOFF WATERWITH SEDIMENT

SEDIMENT TRAP FOR DROP INLET(GEOTEXTILE FILTER FABRIC)

NOT TO SCALE

STAKES

DISTURBED AREADIRECTION OF

200mm

FLOW

GRASSED AREABUFFER ZONE

STAKE DRIVEN 600mm INTO THEGROUND WITH FIRST STAKE ANGLEDTOWARDS PREVIOUSLY LAID BALE

STAPLES ON TOPEDGE TO HOLD CLOTH

GEOTEXTILEFILTER FABRIC

GRAVEL (OPTIONAL)GEOTEXTILE EMBEDDED200mm INTO GROUND

STRAWBALE EMBEDDED100mm INTO THEGROUND

STRAWBALE AND GEOTEXTILE SEDIMENT FILTERNOT TO SCALE

HEAVY DUTY GAUGE WIRE MESH

GAUGE SUPPORTS TO SUIT

ELEVATION

PLAN

5m O

R TR

UCK

WID

TH

RAMPAPPROXIMATELY 12mOR TRUCK LENGTH

RAMP

BULK EARTHWORKSLEVEL

THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH PREVENTSTRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. THISMAY REQUIRE REPAIR AND OR CLEANOUT OF ANY MEASURES USED TOTRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKEDONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY.

TEMPORARY CONSTRUCTION EXIT(WASH DOWN DETAIL)

NOT TO SCALE

FILTERED RUNOFF

FILTERED RUNOFF

1.5m

MIN.

UNDISTURBED AREA

DISTURBED AREA

20m MAX

FLOW

DIR

ECTI

ON

DISTURBED AREA

0.5m

TO 0.

6m0.6

m

FLOW

UNDISTURBED AREA

FLOW

DISTURBED AREA

GEOTEXTILE

SEDIMENT FENCE ISOMETRICNOT TO SCALE

SEDIMENT FENCE SECTIONNOT TO SCALE

SEDIMENT FENCE PLANNOT TO SCALE

RETURNS EVERY MAX 20m1.5m LONG STAR PICKETS AT 3mMAX. CTS. WITH SAFETY CAPS.

SELF SUPPORTING GEOTEXTILE

ON SOIL150mmX100mm TRENCH WITHCOMPACTED BACKFILL.ON ROCKSET INTO SURFACE AND CONCRETEINCASE

1.5m LONG STAR PICKETS AT 3mMAXIMUM CTS.

'B'

'A'

EXISTING CHAINWIRE SECURITYFENCE ON NORTHERNBOUNDARY TO REMAIN.

EXISTING CHAINWIRE SECURITY FENCE ONSOUTHERN BOUNDARY TO REMAIN.

EXISTING CHAINWIRE SECURITYGATE TO REMAIN.

ENSURE ALL EROSION AND SEDIMENTMEASURES ARE IN PLACE, AND EXISTINGCHANNEL IS PROTECTED AT ALL TIMES.

EXISTING CHAINWIRE SECURITYFENCE ON WESTERN BOUNDARY

TO REMAIN.

JOIN EXISTINGCHAINWIRE FENCE.

JOIN EXISTINGCHAINWIRE FENCE.

PROVIDE LOCKABLESECURITY GATE.

REMOVE PORTION OF EXISTINGFENCE BETWEEN POINTS 'A' AND'B' TO FACILITATE TEMPORARYCONSTRUCTION EXIT AND GATE.

PROVIDE 2 x ROWS OFSEDIMENT FENCE.

12.5

TEMPORARY SEDIMENT BASIN:15m x 10m x 1.5mBASE RL26.0T.W.L RL27.50

LEGENDSITE FENCE

SITE ENTRY/EXIT

TEMPORARY CONSTRUCTION EXIT(WASH DOWN DETAIL)

SEDIMENT FENCE (SD 6-8)

CATCH DRAIN

MESH AND GRAVEL INLET FILTER (SD 6-11)

SEDIMENT TRAP FOR KERB INLET(ON GRADE - SANDBAG)

SEDIMENT TRAP FOR KERB INLET(AT LOW POINT - SANDBAG)

GEOTEXTILE INLET FILTER (SD 6-12)

STRAWBALE SEDIMENT FILTER (SD 6-7)

LEVEL SPREADER

Status


DATE

PLO

TTED

: 10 J

uly 20

20 11

:02 A

M BY

: MAR

K HE

NNES

SEY

Project

Title

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C03.01-EROSION AND SEDIMENT CONTROL PLAN AND DETAILS.dwgREV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Scale Scale

Date

Size

Datum

Revision

NorthClient


FOR APPROVAL

AND DETAILSEROSION AND SEDIMENT CONTROL PLAN


A1

29/05/2020

1:500



1 29/05/2020 DA ISSUE MDH MKH MC MKH2 5/06/2020 RE-ISSUED FOR DA MDH MKH MC MKH3 15/06/2020 RE-ISSUED FOR DA MDH MKH MC MKH4 16/06/2020 MINOR AMENDMENTS, RE-ISSUED FOR DA MDH MKH MC MKH5 18/06/2020 MINOR AMENDMENTS, RE-ISSUED FOR DA MDH MKH MC MKH6 6/07/2020 SURVEY UPDATED, RE-ISSUED FOR DA MDH MKH MC MKH7 10/07/2020 MINOR AMENDMENTS, RE-ISSUED FOR DA MDH MKH MC MKH 0 302010

SCALE 1:500

40 50m

@A1 N

LEGENDREFER DWG: 200002-DA-C03.05FOR TEMPORARY SEDIMENTBASIN CALCULATIONS.

Status


DATE

PLO

TTED

: 10 J

uly 20

20 11

:02 A

M BY

: MAR

K HE

NNES

SEY

Project

Title

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C03.05-TEMPORARY SEDIMENT BASIN CALCULATIONS.dwgREV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Scale Scale

Date

Size

Datum

Revision

NorthClient


FOR APPROVAL

TEMPORARY SEDIMENT BASIN CALCULATIONS


A1

29/05/2020

1:500




WALL-BD

Y0.04

WALL-BD

Y0.10

WALL-BD

Y0.08

WALL-BD

Y0.39

WALL-BD

Y0.89

SETBACK23.84

RICH

MOND

ROAD

PROPOSEDBUILDING

LOT 49DP 1175138

LOT 42DP 1175138

LOT 51DP 1175138

LOT 1DP 271211

LOT 41DP 1175138

PROPOSEDBUILDING

PROPOSEDBUILDING

CUT AND FILL LEGEND

1.5m TO 2.0m FILL

0.0m TO 0.5m FILL

0.5m TO 1.0m FILL

1.0m TO 1.5m FILL

0.0m TO 1.0m FILL

Status


DATE

PLO

TTED

: 10 J

uly 20

20 11

:02 A

M BY

: MAR

K HE

NNES

SEY

Project

Title

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C04.01-BULK EARTHWORKS CUT AND FILL PLAN.dwgREV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Scale Scale

Date

Size

Datum

Revision

NorthClient


FOR APPROVAL

CUT AND FILL PLANBULK EARTHWORKS


A1

29/05/2020

1:250




SCALE 1:250

20 25m

@A1 N

pwpw

pwpw

pwpw

pwpw

pwpw

pwpw

pwpw

pw

pw

pwpw

pwpw

pwpw

pwpw

g h/pg h/p

g h/pg h/p

g h/pg h/p

g h/pg h/p

g h/pg h/p

g h/pg h/p

g h/pg h/p

g h/pg h/p

g h/pg h/p

g h/pg h/p

op

op

op

op

op

op

op

op

op

opop

opop

opop

opop

opop

opop

opop

opop

opop

op op op op op op

ee

ee

e

ee

ee

ee

ee

ee o/h

e o/he o/h

e o/he o/h

ee

ee

ee

e

ee

ee

ee

e

ee

ee

etc

tctc

tctc

tctc

tctc

tctc

tctc

tctc

tctc

tctc

tctc

tctc

tctc

g h/pg h/p

g h/pg h/p

g h/pg h/p

g h/pg h/p

g h/pg h/p

g h/pg h/p

g h/pg h/p

g h/pg h/p

g h/pg h/p

e o/h

e o/h

e o/h

e o/he o/h

e o/he o/h

e o/h

WALL-BD

Y0.04

WALL-BD

Y0.10

WALL-BD

Y0.08

WALL-BD

Y0.39

WALL-BD

Y0.89

SETBACK23.84

8.35m

RICH

MOND

ROAD

FFL 28.80

KO

PROPOSEDBUILDING

FFL 28.80KR

KR

RMS

- TYP

E SA

2.0m5.4m6.6m5.4m

DISH

DRA

IN (D

D) R

L 28.5

0

5.4m

DISH DRAIN (DD) RL 28.50

PR PR

KO

KO

VC

FK

3.0%2.5%

3.1% 1.41%

1.2%

90.0m

SM

FK

'B'

KO

VC

RW

RWIK

RW

RW

RW

RW

IK

IK

IK

IK

6.50m

12.0m 5.5

0m

F 28.60

F 28.61F 28.61

F 28.54

F 28.50

F 28.50

F 28.50

F 28.40

F 28.40

F 28.40 F 28.10

F 28

.20

F 28.8

0

F 28.53

F 28.50

F 28.50

F 28.54

F 28.73F 28

.89

F 28.89

F 28.60

F 28.60

F 28.54F 28.60

F 28.60F 28.54

F 28.60

F 28.98

F 28.54F 28.77

F 28.54

F 28.54

F 29

.10

F 28.73

F 28.76

F 28.76

F 28.61

F 28.80

F 28.0

F 28.0

F 28.0

F 29.1

0

375Ø

225Ø

300Ø

300Ø

375Ø

IK

375Ø525Ø

525Ø

525Ø

KOKO

2.6mTYP

TYP TYP TYP

225Ø

225Ø

KO

2.6m

TYP

300Ø

375Ø

TE 450Ø450Ø450Ø450Ø375Ø

675Ø

675Ø

DP

300Ø

150Ø

DP 225Ø

300Ø

DP DPDPDP

>>

>>

>>

>>

>>

375Ø

375Ø

e 26.5

LOT 49DP 1175138

LOT 42DP 1175138

LOT 51DP 1175138

LOT 1DP 271211

LOT 41DP 1175138

PRPR 4.2

mTY

P 2.5%

B

IK

F 28.50

F 28.50

F 28.0

F 28.0

IK (100 HIGH)PR

IK

1.5m

5.4m

F 28.54

1.41%

TYP

6.9m

3.6m

F 28.75

CONSTRUCT 2.0m WIDE SHAREDCYCLE AND PEDESTRIAN PATH (TYP).

CONSTRUCT PRAM RAMPTO BLACKTOWN CITY COUNCILSTANDARDS AND SPECIFICATIONS.

CONSTRUCT KERB RAMP (KR)TO RMS STANDARDS ANDSPECIFICATIONS.

MAKE SMOOTH CONENCTIONWITH EXISTING KERBAND GUTTER - ALIGNMENTAND LEVELS.

MAKE SMOOTH CONNECTIONWITH EXISTING SHARED CYCLEAND PEDESTRIAN PATH.

EXISTING STORMWATERPIT TO REMAIN.

EXISTING SUBSTATIONS AND COMMUNICATIONSTOWER TO REMAIN (APPROX. RL27.00 TO RL26.60)RETAINING WALL

(PART OF BUILDING STRUCTURE).

E2 ZONE BOUNDARY

E2 ZONE BOUNDARY

5.0m WIDE ACCESS RAMPTO E2 ZONE.

DISCHARGE TO OPEN CHANNELI.L 26.25

EXISTING HEADWALLIL 26.98

CONSTRUCT 90m SLIPLANE \ DECELERATION LANE.

TRAFFIC ISLAND,RMS-TYPE (SM)BARRIER KERB.

RAISED TRAFFICSPEED CALMINGDEVICE.

SAWCUT EXISTINGPAVEMENTTO FACILITATECONSTRUCTIONOF SLIP LANE.

STORMWATER PIPE TODRAIN EASEMENT.

OPEN CHANNEL(BY OTHERS).

PROPOSED PIT AND PIPENETWORK ATNOM. 0.5% FALL.

BLOCKWORK RETAINING WALL.EXTEND WALL TO PROVIDEVEHICULAR IMPACT PROTECTION.

PROPOSED ELECTRICALSUBSTATION.

EXISTING LIGHTPOLE TO BERELOCATED.

PROVIDE HUMES JELLYFISHJF2250.7.2 OR APPROVEDEQUIVALENT.

GROSS POLLUTANT TRAPCDS 1009 OR APPROVEDEQUIVALENT.

PROPOSED 29kl HARVESTINGTANK. CONNECT 50% OFROOF TO HARVESTING TANK.

ROOF DRAINAGE TO BE FIXED TO BUILDINGWALL AND DROP INTO HARVESTING TANK.

PROPOSED DOWNPIPEAND 150Ø CONNECTION (TYP).

APPROX. INVERT OF FUTURECHANNEL I.L26.07AT 0.7% FALL.

PROPOSED CATCH DRAIN TO DIVERTRICHMOND ROAD VERGE FLOWS TORICHMOND ROAD DRAINAGE NETWORK.

EXISTING COMMUNICATIONSPITS TO BE RELOCATED.

SP2 ZONE BOUNDARY

PROVIDE WHEEL STOP(TYP).

TURNINGBAY.

EXISTING RETAININGWALL TO REMAIN.

IK (100 HIGH)

EXISTING SCOUR VALVE TOBE RELOCATED TO SYDNEYWATER REQUIREMENTS.

EXISTING ELECTRICALPILLAR TO BERELOCATED.

EXISTING POWERPOLE TO BERELOCATED.

EXISTING LIGHTPOLE TO BERELOCATED.

IK

EXISTING DRIVEWAY ANDASSOCIATED PIPE /HEADWALL TO BEREMOVED.

EXISTING KERB INLETPIT TO BE MODIFIEDTO A JUNCTION PIT

EXACT LOCATION OFELECTRICAL CABLESTO BE DETERMINEDAND POSSIBLYRELOCATED TO ALLOWPIT CONSTRUCTION.

PROPOSEDBUILDING

PROVIDE FILTER BASKETINSERTS TO LOADINGDOCK PITS (TYP).

F 28.54

1.5m

5.4m3.6m

9.6m

FFL 28.80

PROPOSEDBUILDING

F 28.60 F 28.50

F 28.50

F 28.60

F 28.60

PR

TOW 29.10(0m HIGH)

RW

TOW 29.30(1.8m HIGH)








ACCESS TO COMMUNICATIONSTOWER 1.2m WIDE. TOW 28.30

(2.4m HIGH)TOW 28.50(2.0m HIGH)

PROVIDE 1:14 RAMP7.0m LONG WITH 1.5m LANDING.

F 27.60

RW RW

Status


DATE

PLO

TTED

: 10 J

uly 20

20 11

:02 A

M BY

: MAR

K HE

NNES

SEY

Project

Title

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C05.01-C05.02-SITEWORKS AND STORMWATER DRAINAGE.dwgREV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Scale Scale

Date

Size

Datum

Revision

NorthClient


FOR APPROVAL

SHEET 01SITEWORKS AND STORMWATER DRAINAGE PLAN


A1

29/05/2020

1:250




SCALE 1:250

20 25m

@A1 N

JOIN

S 20

0002

-DA-

C05.0

2

JOINS 200002-DA-C05.02


BELL

SCR

EEK

LOT 49DP 271211

LOT 11DP 17048

LOT 8DP 17048

LOT 42DP 1175138

OPEN CHANNEL(BY OTHERS).

pwpw

pwpw

pwpw

pwpw

g h/pg h/p

g h/pg h/p

g h/pg h/p

ee

ee

ee

ee

ee

ee

ee

ee

tctc

tctc

tcg h/p

g h/pg h/p

g h/pg h/p

g h/p

RICH

MOND

ROAD

30.0m

(TAP

ER)

RMS

- TYP

E SA

90.0m

'A'

LOT 49DP 1175138

LOT 1DP 271211

MAKE SMOOTH CONENCTION WITH EXISTINGKERB AND GUTTER - ALIGNMENT AND LEVELS.

CONSTRUCT 2.0m WIDE SHAREDCYCLE AND PEDESTRIAN PATH(TYP).

SAWCUT EXISTING PAVEMENTTO FACILITATE CONSTRUCTIONOF SLIP LANE.

EXISTING KERB AND GUTTERBETWEEN POINTS 'A' AND 'B' TOBE DEMOLISHED - APPROX. 155m

CONSTRUCT 90m SLIPLANE \ DECELERATION LANE.

EXISTING KERB INLETPIT TO BE MODIFIEDTO A JUNCTION PIT

Status


DATE

PLO

TTED

: 10 J

uly 20

20 11

:02 A

M BY

: MAR

K HE

NNES

SEY

Project

Title

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C05.01-C05.02-SITEWORKS AND STORMWATER DRAINAGE.dwgREV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Scale Scale

Date

Size

Datum

Revision

NorthClient


FOR APPROVAL

SHEET 02SITEWORKS AND STORMWATER DRAINAGE PLAN


A1

29/05/2020

1:250




SCALE 1:250

20 25m

@A1 N

JOIN

S 20

0002

-DA-

C05.0

1

JOINS 200002-DA-C05.01

PROPOSEDCONCRETESHARED PATH.

PROPOSEDDECELERATIONLANE PAVEMENT TORMS REQUIREMENTS.

RICH

MOND

ROAD

LOT 49DP 1175138

GIVEWAY

R1-2 A

PROPOSED CONCRETE VEHICULAR PAVEMENTSUBJECT TO GEOTECHNICAL ASSESSMENT.

PROPOSED VEHICULAR CROSSINGPAVEMENT AND LAYBACK TORMS REQUIREMENTS.

NOSTOPPING

R5-400 A

PROPOSED FLEXIBLE PAVEMENTSUBJECT TO GEOTECHNICALASSESSMENT (TYP).

PROPOSED CONCRETESHARED PATH.

W5-10 A

W5-10 Akm/h

W8-2 A 10

km/hW8-2 A 10

PON

LY

R5-1-3

PON

LY

R5-1-3

TURNING BAY

PROPOSED CONCRETEPEDESTRIAN PAVEMENT.

R5-40 A

R5-40 A R5-40 A

R5-40 A R5-40 A

RICH

MOND

ROAD

PROPOSEDBUILDING

>>

>>

>>

>>

>>

LOT 49DP 1175138

LOT 42DP 1175138

LOT 51DP 1175138

LOT 1DP 271211

LOT 41DP 1175138

PROPOSEDBUILDING

PROPOSEDBUILDING

L1

TB

TB1

E5

C1

E5BB

C1

PAVEMENT MARKING LEGENDEDGE LINES

E1

E5

BARRIER LINESBB

LANE LINESL1

CONTINUITY LINESC1

GIVEWAY LINES

TB

TB1

PAVEMENT ARROWS

UA1

UA2

UA3(L)

E1

TB1

TB

C1

L1

BB

E5

Status


DATE

PLO

TTED

: 10 J

uly 20

20 11

:10 A

M BY

: MAR

K HE

NNES

SEY

Project

Title

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C11.01-PAVEMENT, SIGNAGE AND LINEMARKING PLAN.dwgREV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Scale Scale

Date

Size

Datum

Revision

NorthClient


FOR APPROVAL

PAVEMENT, SIGNAGE AND LINEMARKING PLAN


A1

29/05/2020

1:250




SCALE 1:500

40 50m

@A1 N

JOINS BELOW - RIGHT

JOINS ABOVE - LEFT

1200(MIN.)

1200

ENSU

RE M

AX. G

RADI

ENT

1:8

80

130

150

150

1200(NOMINAL)

1200(NOMINAL)

1200

45° 45°

ELEVATION

1-

PAVEMENT AS SPECIFIED

KERB BEYONDFOOTPATH LEVEL BEYOND

75 MIN. BASECOURSE

1500MIN. LANDING

PLANRAMPED CROSSING

SCALE 1:20

INVERT OF KERB

BACK OF KERB

LIP OF KERB

EJEJ

TOP OF KERB

INVERT OF KERB

1-SCALE 1:20

SECTION

150

25

150

175

(MIN

)

125

150

230

125

150

175

(MIN

) 300

25

R10-450COG 150

1R10

R20

2R10

C.J. OPTIONAL

NOMINAL KERB FACE

INTEGRAL KERB (IK)SCALE 1:10


R6-600

R10 - 450COG 150

C.J. OPTIONAL

R20R5

4N12


NOMINAL KERB FACE

INTEGRAL KERB WITH THICKENED EDGE (IKTE)SCALE 1:10

40 (1

50 T

HICK

SLA

B)50

(200

THI

CK S

LAB)

24

8

4

12

INITIAL 3-5 SAWCUT

10Ø CLOSED CELL EXPANDEDPOLYETHYLENE FOAM BACKING ROD

'DOW-CORNING 888' SILICONE SEALANT TOBE STRICTLY IN ACCORDANCE WITHMANUFACTURERS INSTRUCTIONS.PREFERABLY INSTALLED BY A SPECIALIST.

10

12

COMPRESSIBLE FILLER BOARD /ABLEFLEX OR APPROVED EQUIVALENT.

'DOW-CORNING 888' SILICONE SEALANT TO BE STRICTLY INACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.PREFERABLY INSTALLED BY A SPECIALIST.

40 (1

50 T

HICK

SLA

B)50

(200

THI

CK S

LAB)

24

8

4

12

10Ø CLOSED CELL EXPANDEDPOLYETHYLENE FOAM BACKING ROD

'DOW-CORNING 888' SILICONE SEALANT TO BE STRICTLYIN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.PREFERABLY INSTALLED BY A SPECIALIST.

300NOM

20mm SQUARE GALVANISED DOWELS @ 350mm CTRSWITH RECTANGULAR COVERS. ('DANLEYDOWELMASTER' SYSTEM OR APPROVED EQUIVALENT).

R12 GALVANISED DOWELS400 LONG @ 300 CTRS.

BOND BREAKING AGENT APPLIED TOSECTION OF DOWEL IN SLAB POURED 2nd.


DOWELLED SAWN JOINT (DSJ)SCALE 1:10

25

50

D/2

DOWELLED EXPANSION JOINT (DEJ)SCALE 1:10

NOTE:1. EXPANSION JOINT CAN BE REPLACED WITH PROPRIETARY SYSTEM

TO ENGINEERS APPROVAL.2. EXPANSION JOINT TO BE FULL DEPTH.3. SEEK ENGINEERS APPROVAL FOR USE OF POUR THROUGH JOINTS.

PAVE

MENT

AS S

PECI

FIED

300NOM

SECOND PLACED SLAB

D/2

50


N12 TIE BARS 800mm LONG @ 600 CTRS.

PROPRIETARY KEY JOINT PLACED CENTRALLY

PAINT FIRST CAST FACE WITHBOND BREAKING AGENT

TIED KEYED JOINT (TKJ)SCALE 1:10

5050

NOTE:1. KEY JOINT TO BE FULL DEPTH.

10mm COMPRESSIBLE FILLER BOND(ABLEFLEX OR APPROVED EQUIVALENT)

REFER TO DETAIL 'B'

50

REFER TO DETAIL 'A'

DETAIL 'A'N.T.S

DETAIL 'B'N.T.S

DETAIL 'C'N.T.S

10mm WIDE GROOVE FILLED WITHSEALANT ON BOND BREAKER.

REFER TO DETAIL 'C'

PAVE

MENT

AS S

PECI

FIED

PAVE

MENT

AS S

PECI

FIED

PRECAST WHEEL STOPSCALE 1:10

NOTE:WHEEL STOP TO BE RECYCLED RUBBER ORPRECAST CONCRETE.

R20 ROD 500mm LONG BOLT HEAD DRIVENINTO PAVEMENT, NOT SCREWED

PRECAST PROPRIETARY WHEEL STOPNOM. 90mm HIGH 2000mm LONG.


CUT AND REMOVED 150mm FROMALTERNATE BARS BELOW JOINT.

3 x 25mm DEEP SAWCUT

FOOTPATH SAWN JOINT (SJ1)SCALE 1:10

NOTE:1. JOINT TO BE SAWN AS SOON AS CONCRETE HARDENED SUFFICIENTLY

THAT IT WILL NOT BE DAMAGED BY SAWING (MAX. 24hrs).2. UNO PROVIDE SAWN JOINT AT 2.0m MAX, CTRS.

PAVE

MENT

AS S

PECI

FIED

PAVEMENT AS SPECIFIED3 X 25mm DEEP TOOL GROOVE

FOOTPATH TOOL JOINT (TJ)SCALE 1:10

CUT AND REMOVE 150mm FROMALTERNATE BARS BELOW JOINT.

PAVE

MENT

AS S

PECI

FIED

R5R5

SL82 MESH 40 COVER

150

40

450 450

150


DISH DRAIN (DD)SCALE 1:10

NOMINAL KERB LINE

FINISH: HOT DIP GALVANISED 600gm / m2

PROPRIETARY BOLLARD WITH BASE PLATE.


2 M20 U BOLTS GALVANISED

20 GROUT

SPOT WELD 2N12-400 LONG

450

1200

=

300

600 X 600

PERMANENT BOLLARD TO FLEXIBLE PAVEMENTSCALE 1:10

NOTE:BOLT SETOUT TO SUIT BASEPLATE BOLT HOLES.

=


Status


DATE

PLO

TTED

: 10 J

uly 20

20 11

:02 A

M BY

: MAR

K HE

NNES

SEY

Project

Title

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C14.01-SITEWORKS DETAILS.dwgREV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Scale Scale

Date

Size

Datum

Revision

NorthClient


FOR APPROVAL

SITEWORKS DETAILS


A1

29/05/2020

AS SHOWN




0 1000mm

SCALE 1:10

200 400 600 800

@A10 2000mm

SCALE 1:20

1000500 1500

@A1

250

SCALE 1:10DETAIL 'C'

120

NOM

70MIN

PAVEMENT ASSPECIFIED

GRATE AND FRAME OR COVERAS SPECIFIED IN PIT SCHEDULE

RECESS TO SUITFRAME OR COVER

R6-300 (40 COVER)

4N12 LAP 300

CJ

DETAIL 'D'SCALE 1:10

70MIN.COVER OR GRATE AND FRAME AS

SPECIFIED. REFER PIT SCHEDULE

RECESS TO SUIT COVER OR FRAME

MORTAR BEDDING

DETAIL 'E'SCALE 1:10

70MIN.

5

COVER OR GRATE AND FRAME ASSPECIFIED REFER PIT SCHEDULE

RECESS TO SUITCOVER OR FRAME

MORTAR BEDDING

100 MIN PAVEMENT AS SPECIFIED

DETAIL 'A'SCALE 1:10

GRATE & FRAME WITH SUITABLE LIFTING LUGS ASSPECIFIED. REFER MANUFACTURERSSPECIFICATIONS FOR INSTALLATION DETAILS

RECESS TO SUITGRATE & FRAME

PIT WALL AS SPECIFIED

100MIN

300

120

DETAIL 'B'SCALE 1:10

GRATE & FRAME WITH SUITABLE LIFTING LUGS ASSPECIFIED. REFER MANUFACTURERSSPECIFICATIONS FOR INSTALLATION DETAILS

RECESS TO SUITGRATE & FRAME


4 N12 (LAP 300) WITH R6 TIESAT 200 CENTRES (50mm COVER)

CONSTRUCTION JOINT

PIT WALL AS SPECIFIED

PVC DOWNPIPE CONNECTIONSCALE 1:10

450.0

00 M

IN U

NO

EXISTING DOWNPIPE INDICATIVE ONLY.

ADAPTOR TO SUIT SIZE OF DOWNPIPE

TOP OF ADAPTOR TO BE LOWER OR FLUSH WITH SURFACE.

90° ELBOW Ø100 uPVC AND JOINTINGAS SPECIFIED

uPVC DOWNPIPECONNECTION

45° ELBOW

45° Y JUNCTION

450

MIN.

UNO

FLUSHING POINTSCALE 1:10

100 DIA. SUB-SOIL DRAINAGE LINE SURROUNDEDBY 100mm OF NOM. 20mm BLUE METAL ANDWRAPPED IN 140g/m² GEOTEXTILE FILTER FABRIC.

R450

300 X 300 X 150CONCRETE SUROUND

LIGHT DUTY AIR TIGHT CAST IRONSCREW DOWN CAP.

MIN 1% FALLDRAINAGE LINE AT100 DIA SUBSOIL


NOM 20/ 40mmCRUSHED CONCRETE


100

NOM

600 M

IN

200

NOM

300

140g/m²

SUBSOIL IN PAVED AREASSCALE 1:10


100 DIA SUBSOILDRAINAGE LINE ATMIN 1% FALL

CRUSHED CONCRETENOM 20/ 40mm

600 M

IN

100

140g/m (TYP)

TOPSOIL

2

300

100

NOM

200NOM

NOM

SUBSOIL IN LANDSCAPED AREASSCALE 1:10

NOMINAL KERB LINE

SUBSOIL DRAINAGE BEHIND KERBSSCALE 1:10

300

MIN

150mm

300

20mm NOM AGGREGATE ORAPPROVED GRANULAR BACKFILL

Ø100mm CLASS 400 PERFORATEDDRAINAGE PIPE AT 1.0% MIN GRADEWRAPPED IN GEOTEXTILE FILTERFABRIC (BIDUM A24 OR EQUIVALENT)

100mm NOM TOPSOILIN LANDSCAPED AREAS

KERB ASSPECIFIED

TYPICAL SECTION THROUGH GRASS LINED SWALESCALE 1:20

51

51

200

300

600

TYPICAL SECTION THROUGH GRASS LINED SWALESCALE 1:20

51

51

200

300

600

I.L. REFER PLAN

100Ø SUBSOIL DRAINAGE PIPECONNECT TO PROPOSEDSTORMWATER

FREE DRAININGGRANULAR MATERIAL

100mm TOPSOIL GRASSING

200

3% FALL

FLOW FLOW

30 FALL UNO

FLOW FLOW

NOM.

110

150 900 NOM.TO SUIT FRAME

150 150 700 NOM.TO SUIT FRAME

150

150

260 150

150

100

75 MIN.

25

DEPT

H AS

REQ

UIRE

D

450TRANSITION

226

250 M

IN.

350 M

AX.

250 M

IN.

350 M

AX.

400 L

AP(T

YP)

150

(TYP

)

600 MAX.

MASS CONCRETE BENCHING

APPROVED PRECAST KERB INLET LINTEL(RMS. STANDARD) 1800 LONG U.N.O.

100 DIA. x 3000 LONG SUB-SOIL DRAINAGE STUBSURROUNDED BY 100mm OF NOM. 20mm BLUE METALAND WRAPPED IN 140g/m² GEOTEXTILE FILTERFABRIC.

EXPANSION JOINT

GRATE AND FRAME AS SPECIFIED IN PITSCHEDULE

EXPANSION JOINT

12 THICK GALVANISED STEEL FACINGFIXED BY R12 GALV. DOWELS 150 LONGAT 300 CENTRES

GUTTER LIP

R50 (TYP)

MORTAR BED

N12-300 BOTH WAYS(CENTRAL). IF PIT DEEPERTHAN 1500

PROVIDE STEP IRONS IFPIT DEEPER THAN 900

PIT IN CONCRETE PAVEMENT REFER DETAIL 'C'PIT IN FLEXIBLE PAVEMENT REFER DETAIL 'D'

MORTAR BED

SECTIONSCALE 1:20 -

1 SECTIONSCALE 1:20 -

2

SECTIONSCALE 1:20 -

3

3-

1-

2-

250 M

IN35

0 MAX

(TYP

)

150

225

600

150

150 900 NOMINAL 150

DEPT

H AS

REQ

UIRE

D

400 L

APTY

P

Y/2

250 M

IN35

0 MAX

150100 DIA. x 3000 LONG SUB-SOIL DRAINAGE STUB

SURROUNDED BY NOM. 20mm BLUE METAL AND WRAPPED IN140g/m² GEOTEXTILE FILTER FABRIC (TYP).

PROVIDE STEP IRONS IFPIT DEEPER THAN 900

MASS CONCRETE BENCHING.

PIT IN CONCRETE PAVEMENT REFER DETAIL 'C'PIT IN FLEXIBLE PAVEMENT REFER DETAIL 'D'PIT IN LANDSCAPE AREAS REFER DETAIL 'E'

COVER (WITH SUITABLE LIFTINGHOLES) OR GRATE & FRAME AS

SPECIFIED IN PIT SCHEDULE.

N12 - 300 BOTH WAYS (CENTRAL)

SECTION 3-SCALE 1:20

3-

KERB INLET PITSCALE 1:20

PLAN

SURFACE / JUNCTION PITSCALE 1:20

PLAN

KERB

LINE

Status


DATE

PLO

TTED

: 10 J

uly 20

20 11

:02 A

M BY

: MAR

K HE

NNES

SEY

Project

Title

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C18.01-STORMWATER DETAILS.dwgREV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Scale Scale

Date

Size

Datum

Revision

NorthClient


FOR APPROVAL

STORMWATER DETAILS


A1

29/05/2020

AS SHOWN




0 1000mm

SCALE 1:10

200 400 600 800

@A10 2000mm

SCALE 1:20

1000500 1500

@A1

WALL-BD

Y0.04

WALL-BD

Y0.10

WALL-BD

Y0.08

WALL-BD

Y0.39

WALL-BD

Y0.89

SETBACK23.84

RICH

MOND

ROAD


BELL

SCR

EEK

>>

>>

>

TYP

CATCHMENT AREA = 277m2

DRAINS TO EASTERN BOUNDARYVIA DRAINAGE PIT AND PIPE SIZEDFOR 1% AEP WITH 50% BLOCKAGE.

OPEN CHANNEL

CATCHMENT AREA = 9,745m2

DRAINS TO OPEN CHANNEL(BY OTHERS).

PROPOSED OPENCHANNEL (BY OTHERS).

PROPOSED LOCALOVERLAND FLOW PATHFOR 1.0% AEP EVENT.


FOR APPROVAL

CATCHMENT PLAN


A1

29/05/2020

1:500




Status


DATE

PLO

TTED

: 10 J

uly 20

20 11

:02 A

M BY

: MAR

K HE

NNES

SEY

Project

Title

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C22.01-CATCHMENT PLAN.dwgREV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Scale Scale

Date

Size

Datum

Revision

NorthClient

0 302010

SCALE 1:500

40 50m

@A1 N

PROPOSEDBUILDING

RICH

MOND

ROAD

LOADING DOCK No.2LOADING DOCK No.1

PROPOSEDBUILDING

PROPOSEDBUILDING

Status


DATE

PLO

TTED

: 10 J

uly 20

20 11

:03 A

M BY

: MAR

K HE

NNES

SEY

Project

Title

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C25.01-C25-02-TURNING PATH PLAN.dwgREV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Scale Scale

Date

Size

Datum

Revision

NorthClient


FOR APPROVAL

SHEET 01TURNING PATH PLAN


A1

29/05/2020

1:100




SCALE 1:250

20 25m

@A1 N

SCALE 1:25019m SEMI-TRAILER ENTERING AND EXITING SITE

SCALE 1:25012.5m HEAVY RIGID TRUCK ENTERING AND EXITING LOADING DOCK No.2

LOADING DOCK No.2LOADING DOCK No.1

PROPOSEDBUILDING

PROPOSEDBUILDING

Status


DATE

PLO

TTED

: 10 J

uly 20

20 11

:03 A

M BY

: MAR

K HE

NNES

SEY

Project

Title

CAD File: P:\200002 RichmondRdMarsdenPark\D-Civil\00-SiteWide\Drawings\6-DACC\DA\200002-DA-C25.01-C25-02-TURNING PATH PLAN.dwgREV. DESCRIPTION DRN. DES. VERIF. APPD.DATE

Scale Scale

Date

Size

Datum

Revision

NorthClient


FOR APPROVAL

SHEET 02TURNING PATH PLAN


A1

05/06/2020

1:250



1 5/06/2020 DA ISSUE MDH MKH MC MKH2 15/06/2020 RE-ISSUED FOR DA MDH MKH MC MKH3 16/06/2020 MINOR AMENDMENTS, RE-ISSUED FOR DA MDH MKH MC MKH4 18/06/2020 MINOR AMENDMENTS, RE-ISSUED FOR DA MDH MKH MC MKH5 6/07/2020 SURVEY UPDATED, RE-ISSUED FOR DA MDH MKH MC MKH6 10/07/2020 MINOR AMENDMENTS, RE-ISSUED FOR DA MDH MKH MC MKH

0 15105

SCALE 1:250

20 25m

@A1 N

SCALE 1:25019m SEMI-TRAILER ENTERING AND EXITING LOADING DOCK No.1

Documents

HAWTHORNAVENUE 879 RICHMOND ROAD MARSDEN PARK