HUME CITY COUNCIL GENERAL NOTES: 1. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH MPA AND HUME CITY COUNCIL STANDARD DRAWINGS, SPECIFICATIONS, APPROVED PLANS AND TO THE SATISFACTION OF THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE. 2. COUNCIL TO BE NOTIFIED SEVEN (7) CLEAR WORKING DAYS COUNCIL TO BE NOTIFIED SEVEN (7) CLEAR WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORKS WITH A PRE-COMMENCEMENT MEETING BEING HELD BETWEEN HUME CITY COUNCIL, THE CONSULTANT AND THE CONTRACTOR BEFORE WORKS COMMENCE. A SITE MANAGEMENT PLAN IS TO BE SUBMITTED PRIOR TO COMMENCEMENT OF WORKS AND PRIOR TO AN ONSITE PRE-COMMENCEMENT MEETING. 3. PRIOR TO COMMENCEMENT OF WORKS, THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING INFORMATION: a. SOURCE OF QUARRY MATERIAL SOURCE OF QUARRY MATERIAL b. N.A.T.A APPROVED TESTS RESULTS FOR THE FCR THAT N.A.T.A APPROVED TESTS RESULTS FOR THE FCR THAT IS TO BE USED c. IF THE SOURCE OF THE QUARRY MATERIAL IS CHANGED IF THE SOURCE OF THE QUARRY MATERIAL IS CHANGED DURING THE COURSE OF THE WORKS, THEN NEW TEST RESULTS SHALL BE PROVIDED. 4. PRIOR TO COMMENCEMENT OF WORKS ON SITE, THE PRIOR TO COMMENCEMENT OF WORKS ON SITE, THE CONTRACTOR MUST ENSURE THAT ALL MATTERS RELATING TO THE OCCUPATIONAL HEALTH AND SAFETY ACT 2004 AND OHS REGULATIONS 2007 HAVE BEEN AND WILL BE COMPLIED WITH. 5. ON COMMENCEMENT OF CONSTRUCTION WORKS, THE ON COMMENCEMENT OF CONSTRUCTION WORKS, THE CONTRACTOR MUST COMPLY WITH THE RECOMMENDATIONS OF THE ENVIRONMENT PROTECTION AUTHORITY PUBLICATION "CONSTRUCTION TECHNIQUES FOR SEDIMENT POLLUTION CONTROL". APPROPRIATE SILTATION CONTROL IS TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION AND MAINTENANCE PERIOD OF THE WORKS. 6. THE DISPOSAL SITE FOR SPOIL REMOVAL FROM SITE AND THE DISPOSAL SITE FOR SPOIL REMOVAL FROM SITE AND TRUCK ROUTE IS TO BE SUBMITTED TO AND APPROVED BY THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE IN WRITING PRIOR TO THE COMMENCEMENT OF ANY WORKS. 7. WHERE WORKS ARE IN THE VICINITY OF EXISTING WHERE WORKS ARE IN THE VICINITY OF EXISTING SERVICES, THESE SERVICES ARE TO BE LOCATED AND EXPOSED/PROVED PRIOR TO COMMENCEMENT OF WORKS, AND THE RELEVANT AUTHORITIES NOTIFIED SEVEN (7) CLEAR DAYS PRIOR TO THE COMMENCEMENT OF THE WORKS. 8. ALL DIMENSIONS ARE IN METRES UNLESS NOTED ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. 9. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). 10. ALL CO-ORDINATES ARE TO MAP GRID OF AUSTRALIA ALL CO-ORDINATES ARE TO MAP GRID OF AUSTRALIA (MGA). 11. DO NOT SCALE FROM THIS DRAWING SET. ALL DIMENSIONS DO NOT SCALE FROM THIS DRAWING SET. ALL DIMENSIONS TO BE CHECKED ON SITE BY THE CONTRACTOR PRIOR TO, ORDERING MATERIALS OR COMMENCING WORKS. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS DRAWINGS, SPECIFICATIONS AND SCHEDULES. 12. THE CONTRACTOR MUST ARRANGE THE REQUISITE THE CONTRACTOR MUST ARRANGE THE REQUISITE INSPECTIONS OF THE WORKS WITH THE CHIEF EXCECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE AS PER THE HOLD POINTS IN THE MPA MANUAL AND HUME CITY COUNCIL SPECIFICATIONS. 13. FILL AREAS TO BE STRIPPED OF TOPSOIL, FILLED AND FILL AREAS TO BE STRIPPED OF TOPSOIL, FILLED AND TOPSOIL REPLACED TO OBTAIN FINAL FILL LEVELS AS SHOWN ON PLAN. FILLING IS TO BE CLEAN CLAY COMPACTED TO A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY VALUE DETERMINED BY THE STANDARD COMPACITON TEST IN ACCORDANCE WITH AS 1289.5.1.1-2003. 14. FILLING TO COMPLY WITH AS3798-2007, LEVEL 1 UNLESS FILLING TO COMPLY WITH AS3798-2007, LEVEL 1 UNLESS SPECIFIED OTHERWISE. 15. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL IMPORTED FILL MATERIAL, INCLUDING TOPSOIL, SATISFIES THE DESCRIPTION FOR CLEAN FILL MATERIAL IN EPA BULLETIN PUBLICATION NO 448 (SEP '95) AND SUBSEQUENT REVISIONS. THE CONTRACTOR SHALL IF REQUIRED PROVIDE VERIFICATION INCLUDING TEST CERTIFICATES TO THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE. 16. WHERE, AS A CONDITION OF THE PLANNING PERMIT OR AS WHERE, AS A CONDITION OF THE PLANNING PERMIT OR AS A RESULT OF THE PRE-CONSTRUCTION MEETING, FENCING OF AREAS CONTAINING TREES, NATIVE GRASSES AND SHRUBS IS REQUIRED, A THREE STRAND STAR PICKET AND WIRE FENCE SHALL BE CONSTRUCTED. 17. NO TREE OR NATIVE VEGETATION IS TO BE DISTURBED OR NO TREE OR NATIVE VEGETATION IS TO BE DISTURBED OR REMOVED WITHOUT PRIOR APPROVAL FROM COUNCILS SUSTAINABLE ENVIRONMENTAL DEPARTMENT. ANY TREES REMOVED, VEGETATION OR OTHER MATERIALS ARE NOT TO BE BURNT ON SITE. 18. BEFORE COMMENCING WORK ON TRENCHES IN EXCESS OF BEFORE COMMENCING WORK ON TRENCHES IN EXCESS OF 1.50m DEEP, NOTICE OF SUCH PROPOSAL IS TO BE FORWARDED BY THE CONTRACTOR TO WORK SAFE VICTORIA. 19. THE CONTRACTOR IS TO OBTAIN A BUILDING PERMIT ANY THE CONTRACTOR IS TO OBTAIN A BUILDING PERMIT ANY STRUCTURES/FENCES AND FOR ANY RETAINING WALLS OVER 1.0m IN HEIGHT. 20. ANY INFRASTRUCTURE DAMAGE DURING THE DEFECTS ANY INFRASTRUCTURE DAMAGE DURING THE DEFECTS LIABILITY PERIOD IS THE RESPONSIBILITY OF THE DEVELOPER OR HIS REPRESENTATIVE AND IS TO BE REINSTATED TO THE SATISFACTION OF THE CHIEF EXECUTIVE OFFICER OR HIS REPRESENTATIVE. 21. PRIOR TO STATEMENT OF COMPLIANCE ALL DISTURBED PRIOR TO STATEMENT OF COMPLIANCE ALL DISTURBED AREAS (INCLUDING NATURE STRIPS, BATTERS, ALLOTMENTS WITH GRADES OF 1:5 AND GREATER, AND RESERVES) ARE TO BE REINSTATED TO A CLEAN, TIDY CONDITION, TOP DRESSED (100MM LOAMY TOP SOIL FREE OFF RUBBISH, DEBRIS, CLUMPS, SODS AND CLAY LUMPS), LIGHTLY COMPACTED AND HYDRO MULCHED. HYDROMULCH AND SEED MIX TO BE: 40KG/HA KIKUYU 200KG/HA TURF TYPE PERENNIAL RYE 100KG/HA CREEPING RED FESCUE 1,500KG/HA OF CELLULOSE FIBRE SOIL BINDER, SPECIFICALLY MANUFACTURED FOR HYDROMULCHING, USED AT MANUFACTURERS RECOMMENDED RATES. (E.G. ORGANIC GAUR TACKIFIERS @ 20 - 30 KG/HA, BASED ON, SITE CONDITIONS). PLEASE NOTE BITUMEN BINDERS ARE NOT ACCEPTED BY COUNCIL. GRASS IS TO BE ESTABLISHED PRIOR TO THE END OF THE MAINTENANCE PERIOD, UNLESS OTHERWISE AGREED IN WRITING. 21. FOOTPATHS ARE TO BE 50mm OFFSET FROM TITLE FOOTPATHS ARE TO BE 50mm OFFSET FROM TITLE BOUNDARIES UNLESS NOTED OTHERWISE. VEHICLE CROSSING ALIGNMENTS ARE GENERALLY TO BE PARALLEL TO THE SIDE BOUNDARY. 22. ALL NEW CONCRETE WORKS SHALL BE JOINED INTO ALL NEW CONCRETE WORKS SHALL BE JOINED INTO ABUTTING EXISTING CONCRETE WITH 450mm LONG y20 DOWEL BARS @ 600 CENTRES, UNLESS OTHERWISE SPECIFIED. 23. ANY EXPOSED AGGREGATE CONCRETE WORKS TO BE ANY EXPOSED AGGREGATE CONCRETE WORKS TO BE ACHIEVED BY SAND-BLASTING ONLY. WASHING AGGREGATE OFF WITH WATER IS NOT PERMITTED. 24. ALL SERVICE CONDUITS TRENCHES UNDER ROAD ALL SERVICE CONDUITS TRENCHES UNDER ROAD PAVEMENTS ARE TO BE BACKFILLED WITH 20mm 3% CEMENT TREATED CLASS 3 CRUSHED ROCK COMPACTED TO A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY VALUE DETERMINED BY THE MODIFIED COMPACTION TEST IN ACCORDANCE WITH AS 1289.5.2.1-2003. ALL SERVICE CONDUITS TRENCHES UNDER FOOTPATH, VEHICULAR CROSSINGS, PARKING BAYS AND WITHIN 750mm OF PARKING BAYS TO BE BACKFILLED WITH CLASS 3 CRUSHED ROCK. 25. ALL STORM WATER DRAINS ARE TO BE CLASS 2 RC OR ALL STORM WATER DRAINS ARE TO BE CLASS 2 RC OR RIGID FRC PIPES WITH ADCOL FLEXIBLE COLLARS UNLESS NOTE OTHERWISE. ALL PIPES UP TO AND INCLUDING 750mm DIA. ARE TO BE RUBBER RING JOINTED. NTERLOCKING/FLUSH JOINTS WITH EXTERNAL BANDS CAN ONLY BE USED ON PIPE SIZES OVER 750mm DIA. 26. WHERE NEW ASPHALT, CONCRETE K&CH, PATH AND WHERE NEW ASPHALT, CONCRETE K&CH, PATH AND DRIVEWAYS MATCH INTO EXISTING, THE EXISTING SURFACE IS TO BE SAW CUT AND MATCHED NEATLY. 27. ALL REDUNDANT ASSETS ARE TO BE REMOVED AND ALL REDUNDANT ASSETS ARE TO BE REMOVED AND DISPOSED OFF SITE. 28. ALL TREES AND SHRUBS ARE TO BE RETAINED UNLESS ALL TREES AND SHRUBS ARE TO BE RETAINED UNLESS OTHERWISE SHOWN OR DIRECTED BY THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE. 29. AT THE COMPLETION OF ALL WORKS, ALL RUBBISH, AT THE COMPLETION OF ALL WORKS, ALL RUBBISH, DEBRIS AND SURPLUS SPOIL SHALL BE REMOVED AND THE SITE SHALL BE CLEARED TO THE SATISFACTION OF THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE. 30. ALL DRAINS BEHIND KERB AND CHANNEL SHALL BE ALL DRAINS BEHIND KERB AND CHANNEL SHALL BE BACKFILLED TO MATCH PAVEMENT SUBGRADE LEVEL WITH 20mm CLASS 3 FCR COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY VALUE DETERMINED BY THE MODIFIED COMPACTION TEST IN ACCORDANCE WITH AS 1289.5.2.1-2003. ALL DRAINS, SEWER, GAS & WATER MAINS LAID THROUGH THE ROAD PAVEMENT (EXCEPT CONDUITS) ARE TO BE BACKFILLED WITH 20mm CLASS 2 FCR COMPACTED TO 98% OF THE MAXIMUM DRY DENSITY VALUE DETERMINED BY THE MODIFIED COMPACTION TEST IN ACCORDANCE WITH AS 1289.5.2.1-2003. 31. PAVEMENT DEPTH SPECIFIED IS A MINIMUM DEPTH AND PAVEMENT DEPTH SPECIFIED IS A MINIMUM DEPTH AND MAY BE VARIED WITH THE CHIEF EXECUTIVE OFFICER AND/OR THE OR THEIR REPRESENTATIVE. SOFT SPOTS SHALL BE EXCAVATED TO A PROOF ROLLED BASE AND BACKFILLED WITH APPROVED MATERIAL COMPACTED IN 150mm LAYERS TO ACHIEVE TO A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY VALUE DETERMINED BY THE STANDARD COMPACTION TEST IN ACCORDANCE WITH AS 1289.5.1.1-2003. 32. ALL EXISTING ASSETS AFFECTED BY THE WORKS; EG ALL EXISTING ASSETS AFFECTED BY THE WORKS; EG SIGNS, VEHICLE CROSSING, FOOTPATHS, KERB AND LINEMARKING SHALL BE REINSTATED BY THE CONTRACTOR PRIOR TO THE COMPLETION OF THE WORKS TO THE SATISFACTION OF THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE. 33. ALL FIRE HYDRANTS ARE TO BE MARKED IN ACCORDANCE ALL FIRE HYDRANTS ARE TO BE MARKED IN ACCORDANCE WITH "IDENTIFICATION OF STREET HYDRANTS FOR FIREFIGHTING PURPOSES" PUBLICATION (DEVELOPED BY CFA, MFESB &NRE). MARKINGS TO BE VIA BLUE PAVEMENT MARKER AND A (RED TOPPED) WHITE POST. 34. AGRICULTURAL DRAINS ARE TO BE PLACED BEHIND ALL AGRICULTURAL DRAINS ARE TO BE PLACED BEHIND ALL KERB AND CHANNEL, KERB ONLY AND EDGE STRIPS. 35. ALL TABLE DRAINS AND VERGES ARE TO BE REINSTATED ALL TABLE DRAINS AND VERGES ARE TO BE REINSTATED UPON COMPLETION OF WORKS TO THE SATISFACTION OF THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE. 36. ALL TRAFFIC CONTROL MEASURES, SIGNS AND LINE ALL TRAFFIC CONTROL MEASURES, SIGNS AND LINE MARKING SHALL BE IN ACCORDANCE WITH AS 1742-1, 2 & 3. STREET NAME SIGNS ARE TO BE IN ACCORDANCE WITH COUNCIL STANDARD DRAWING SD408. 37. ALL LINE MARKING PAINT SHALL BE LONG LIFE TYPE IN ALL LINE MARKING PAINT SHALL BE LONG LIFE TYPE IN ACCORDANCE WITH SECTION 95C OF THE HUME CITY COUNCIL SPECIFICATIONS. LATERAL WORKS AND ARROWS BEING COLD APPLIED PLASTIC TROWELLED INTO PLACE (MATERIAL DEGADUR PLASTELINE) AND LONGITUDINAL LINES BEING EXTRUDED THERMOPLASTIC MATERIAL. 38. ALL SIGNS TO BE CLASS 1 HIGH INTENSITY TYPE AND TO ALL SIGNS TO BE CLASS 1 HIGH INTENSITY TYPE AND TO COMPLY WITH THE REQUIREMENTS OF AS 1743-2001. 39. HOUSE DRAIN CONNECTIONS TO 150mm DIAMETER PIPES HOUSE DRAIN CONNECTIONS TO 150mm DIAMETER PIPES TO BE VIA A MANUFACTURED JUNCTION PIECE. 150mm DIAMETER STORMWATER PIPES ARE TO BE HEAVY DUTY SEWER GRADE. PVC PIPES SHALL BE BACKFILLED WITH 10mm MINUS FCR TO 150mm ABOVE TOP OF PIPE IN ALL LOCATIONS. 40. 100mm HOUSE DRAIN CONNECTIONS TO BE LAID AT AN 100mm HOUSE DRAIN CONNECTIONS TO BE LAID AT AN OFFSET OF 5.0m FROM THE LOW SIDE TITLE BOUNDARY AND PROPERTY INLETS 1.0m FROM THE LOW CORNER OF THE LOT UNLESS OTHERWISE SHOWN. 41. BLASTING GENERALLY IS NOT ENCOURAGED, HOWEVER BLASTING GENERALLY IS NOT ENCOURAGED, HOWEVER BLASTING MAY BE REQUIRED AS A LAST RESORT DEPENDING ON GROUND CONDITIONS. COUNCIL IS TO BE NOTIFIED IN WRITING IF ANY BLASTING IS NECESSARY. RESIDENTS LIKELY TO BE AFFECTED BY THE BLASTING AND ALL SERVICE AUTHORITIES SHALL BE NOTIFIED IN WRITING PRIOR TO WORKS COMMENCING. COPIES OF THESE NOTIFICATIONS ARE TO BE SUBMITTED TO COUNCIL. RESIDENT NOTIFICATION LETTER IS TO INCLUDE BLASTING GUIDELINES, FIRING AND MISFIRE PROCEDURES AND CONTRACTOR AND CONSULTANT CONTACT NAMES AND PHONE NUMBERS. ALL BLASTING IS TO BE WITHIN THE LIMITS FOR AIR AND GROUND VIBRATION LEVELS AS SET DOWN IN AS 2187.2-1993. ALL BLASTING SHALL BE MONITORED FOR AIR AND NOISE VIBRATION AT POTENTIALLY AFFECTED RESIDENCES. "FORM A" FORM AS 2187.2-1993, AND WAVE TRACE COPIES ARE TO BE SUBMITTED TO COUNCIL FOR EACH BLAST. BLASTING IS TO BE RESTRICTED TO BETWEEN 9:00am AND 3:30pm. BLASTING IS NOT TO OCCUR ON WEEKENDS OR PUBLIC HOLIDAYS. BLASTING AREA SIGNS ARE TO BE PLACED AT ALL ENTRANCES TO THE SITE. ENVIRONMENTAL CONTROL MEASURES: 1. NO NATIVE VEGETATION SHALL BE DESTROYED, FELLED, NO NATIVE VEGETATION SHALL BE DESTROYED, FELLED, LOPPED RING BARKED OR UPROOTED WITHOUT THE CONSENT OF THE RESPONSIBLE AUTHORITY 2. ALL TREES ARE TO BE PROTECTED WITH APPROPRIATE ALL TREES ARE TO BE PROTECTED WITH APPROPRIATE EXCLUSION FENCING PRIOR TO COMMENCEMENT OF ANY WORKS UNLESS OTHERWISE SPECIFIED 3. PERMISSION IN WRITING IS REQUIRED FROM THE PERMISSION IN WRITING IS REQUIRED FROM THE SUPERINTENDENT PRIOR TO THE REMOVAL OF ANY TREE EVEN IF MARKED FOR REMOVAL ON PLANS 4. PRIOR TO REMOVAL, TREES ARE TO BE MARKED BY PRIOR TO REMOVAL, TREES ARE TO BE MARKED BY CONTRACTOR AND APPROVED BY COUNCIL OR SUPERINTENDENT 5. CONTRACTOR TO PROVIDE ADEQUATE PROTECTION CONTRACTOR TO PROVIDE ADEQUATE PROTECTION AGAINST SILT RUNOFF FROM THE SITE AS PART OF THE ENVIRONMENTAL MANAGEMENT PLAN (EMP) SERVICES: PROPOSED 1. ALL GAS AND WATER CONDUITS ARE TO BE INSPECTED ALL GAS AND WATER CONDUITS ARE TO BE INSPECTED BY THE SUPERVISING ENGINEER PRIOR TO BACKFILLING. CONDUITS TO EXTEND ON BOTH SIDES WHERE APPLICABLE TO 500mm BEYOND THE BUILDING LINE. ALL TRENCHES SHALL BE BACKFILLED WITH 20mm CLASS "2" FCR GAS AND WATER CONDUITS ARE TO BE LOCATED MIDDLE OF BLOCK UNLESS OTHERWISE NOTED 2. ELECTRICAL AND TELSTRA CONDUITS TO EXTEND 500mm ELECTRICAL AND TELSTRA CONDUITS TO EXTEND 500mm BEYOND BOTH SIDES OF KERB 3. CONDUITS FOR TELSTRA, GAS AND WATER SERVICES ARE CONDUITS FOR TELSTRA, GAS AND WATER SERVICES ARE TO BE POSITIONED TO AN APPROVED LOCATION UNLESS OTHERWISE NOTED AND ARE TO BE PLACED AT RIGHT ANGLES TO THE KERB AND SERVICE ALIGNMENT. TELSTRA, GAS AND WATER CONDUITS ARE TO BE 50mm DIA PVC PIPES, CLASS 12. CONDUITS UNDER FOOTPATHS TO BE REFERENCED ON BACK OF PATH 4. SERVICE TRENCHES NEAR FOOTPATH SHALL BE SERVICE TRENCHES NEAR FOOTPATH SHALL BE BACKFILLED WITH APPROVED GRANULAR MATERIAL 5. ALL EXCAVATION FOR SERVICES MUST BE CONTAINED ALL EXCAVATION FOR SERVICES MUST BE CONTAINED WITHIN EASEMENTS OR ROAD RESERVES. ANY EXCAVATION OUTSIDE THESE LIMITS MUST BE BACKFILLED WITH CLASS 3 OR CLASS 2 FCR AT 95% MODIFIED COMPACTION UNLESS NOTED OTHERWISE 6. BACKFILL MATERIAL FOR CONDUITS UNDER ROADS SHALL BACKFILL MATERIAL FOR CONDUITS UNDER ROADS SHALL BE CLASS 3 OR CLASS 2 FCR (20 MM NOMINAL SIZE) UNLESS OTHERWISE DIRECTED BY THE ENGINEER 7. ALL SERVICE TRENCHES UNDER ROADS, DRIVEWAYS, ALL SERVICE TRENCHES UNDER ROADS, DRIVEWAYS, FOOTPATHS AND PARKING BAYS TO BE BACKFILLED WITH COMPACTED CLASS 3 OR CLASS 2 CRUSHED ROCK. SERVICE TRENCHES LESS THAN 750mm BEHIND K&CH AND PARKING BAYS ARE ALSO TO BE BACKFILLED WITH COMPACTED CLASS 2 CRUSHED ROCK EXISTING 8. EXISTING SERVICE LOCATIONS SHOWN HAVE BEEN EXISTING SERVICE LOCATIONS SHOWN HAVE BEEN OBTAINED FROM DIAL BEFORE YOU DIG RECORDS AND/OR SITE PLANS. EXISTING SERVICES SHOWN ON THESE DRAWINGS ARE OFFERED AS A GUIDE ONLY AND ARE NOT NOT NOT GUARANTEED AS CORRECT. PRIOR TO THE COMMENCEMENT OF WORKS, THE CONTRACTOR IS TO LOCATE ALL EXISTING SERVICES IN THE VICINITY OF PROPOSED WORKS AND UNDERTAKE ANY ON SITE INSPECTION WITH SERVICE AUTHORITIES AS NECESSARY. ANY DAMAGE CAUSED TO SERVICE AUTHORITIES ASSETS WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT IS TO BE THE RESPONSIBILITY OF THE CONTRACTOR 9. ALL EXISTING PITS AND SERVICE FITTINGS THAT ARE TO ALL EXISTING PITS AND SERVICE FITTINGS THAT ARE TO REMAIN WITHIN THE PAVEMENT AREAS SHALL BE REBUILT TO MATCH PROPOSED LEVELS AND WHERE APPLICABLE FITTED WITHIN AN APPROPRIATE HEAVY DUTY, AUTHORITY APPROVED COVER. ELSEWHERE EXISTING SERVICES SHALL BE ADJUSTED TO SUIT NEW ADJACENT LEVELS. THE RELEVANT AUTHORITY IS TO BE NOTIFIED PRIOR TO ANY WORKS ON THEIR ASSETS AND SERVICES ARE TO BE ADJUSTED TO THE RELEVANT AUTHORITY REQUIREMENTS 10. ALL DEPTHS, CLEARANCE ETC TO COMPLY WITH ALL DEPTHS, CLEARANCE ETC TO COMPLY WITH RELEVANT AUTHORITY MINIMUMS. CONSTRUCTION MANAGEMENT: 1. PRIOR TO COMMENCING WORKS THE CONTRACTOR SHALL PRIOR TO COMMENCING WORKS THE CONTRACTOR SHALL SUBMIT THE FOLLOWING DOCUMENTS: PROJECT CONSTRUCTION PLAN ENVIRONMENTAL MANAGEMENT PLAN OH&S RISK ASSESSMENT SITE MANAGEMENT PLAN PROGRAM OF WORKS COMPACTION TEST PLAN FOR ALL PAVEMENTS, FILLED AREAS AND DRAINAGE WORKS AND ALL OTHER RELEVANT INSPECTION AND TEST PLANS REQUIRED BY THE SUPERINTENDENT
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FILLING ANY FILL BROUGHT TO SITE WILL REQUIRE CERTIFICATE OF CLEAN FILL/SOIL DISPOSAL REPORT FROM NATA ACCREDITED LABORATORY PRIOR TO PLACEMENT. REFER TO EPA WEBSITE FOR DEFINITION OF "FILL" MATERIAL.
SIZE 20MM 3% CEMENT TREATED CRUSHED ROCK (E=500MPA)
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LOWER SUBBASE
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155mm
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SIZE 20mm CLASS 4 CRUSHED ROCK
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CAPPING
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150mm
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AS PER CAPPING NOTE
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TOTAL PAVEMENT DEPTH
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580mm
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OVER SUBGRAGE CBR >2%
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THE PAVEMENT DESIGN SHOWN HERE HAS BEEN DESIGNED /PROVIDED BY “GOLDER ASSOCIATES” WHO ARE RESPONSIBLE FOR THE GEOTECHNICAL REPORT ON THIS PROJECT. VERVE PROJECTS PTY LTD IS NOT RESPONSIBLE FOR THE WORK OF “GOLDER ASSOCIATES”. GOLDER ASSOCIATES” WHO ARE RESPONSIBLE FOR THE GEOTECHNICAL REPORT ON THIS PROJECT. VERVE PROJECTS PTY LTD IS NOT RESPONSIBLE FOR THE WORK OF “GOLDER ASSOCIATES”. WHO ARE RESPONSIBLE FOR THE GEOTECHNICAL REPORT ON THIS PROJECT. VERVE PROJECTS PTY LTD IS NOT RESPONSIBLE FOR THE WORK OF “GOLDER ASSOCIATES”. GOLDER ASSOCIATES”. . THE DESIGN HAS BEEN EXTRACTED FROM “GOLDER ASSOCIATES” REPORT “1775977-002-R-REV1”(DATE: 03/07/2017)” AND TECHNICAL MEMORANDUM "1775977-005-TM-REV1"(DATE: 10/11/2017). GOLDER ASSOCIATES” REPORT “1775977-002-R-REV1”(DATE: 03/07/2017)” AND TECHNICAL MEMORANDUM "1775977-005-TM-REV1"(DATE: 10/11/2017). REPORT “1775977-002-R-REV1”(DATE: 03/07/2017)” AND TECHNICAL MEMORANDUM "1775977-005-TM-REV1"(DATE: 10/11/2017). 1775977-002-R-REV1”(DATE: 03/07/2017)” AND TECHNICAL MEMORANDUM "1775977-005-TM-REV1"(DATE: 10/11/2017). (DATE: 03/07/2017)” AND TECHNICAL MEMORANDUM "1775977-005-TM-REV1"(DATE: 10/11/2017). AND TECHNICAL MEMORANDUM "1775977-005-TM-REV1"(DATE: 10/11/2017). .
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ACCESS STREET - LEVEL 1 ILLAWARA DRIVE, FEWSTER CIRCUIT, HANOVER WAY, BEAVERS STREET, CHOMLEY WAY AND HESLOP STREET
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WEARING COURSE
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30mm
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SIZE 10mm TYPE N ASPHALT
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BASE COURSE
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30mm
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SIZE 10mm TYPE N ASPHALT
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SAMI TREATMENT
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-
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SIZE 10 SPRAYED SEAL USED CLASS S18RF BCRA BINDER PLACED AT AN APPLICATION RATE >1.8L/m2 AND COVERED WITH A LIGHT APPLICATION OF PRE-COATED SIZE 10 AGGREGATE
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BITUMINOUS PRIME
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BITUMINOUS PRIME
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BASE COURSE
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130mm
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SIZE 20mm CLASS 2 CRUSHED ROCK
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UPPER SUBBBASE
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100mm
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SIZE 20mm CLASS 3 CRUSHED ROCK
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LOWER SUBBASE
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140mm
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SIZE 20 CLASS 4 CRUSHED ROCK
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CAPPING
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150mm
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AS PER CAPPING NOTE
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TOTAL PAVEMENT DEPTH
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580mm
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OVER SUBGRADE CBR >2%
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THE PAVEMENT DESIGN SHOWN HERE HAS BEEN DESIGNED /PROVIDED BY “GOLDER ASSOCIATES” WHO ARE RESPONSIBLE FOR THE GEOTECHNICAL REPORT ON THIS PROJECT. VERVE PROJECTS PTY LTD IS NOT RESPONSIBLE FOR THE WORK OF “GOLDER ASSOCIATES”. GOLDER ASSOCIATES” WHO ARE RESPONSIBLE FOR THE GEOTECHNICAL REPORT ON THIS PROJECT. VERVE PROJECTS PTY LTD IS NOT RESPONSIBLE FOR THE WORK OF “GOLDER ASSOCIATES”. WHO ARE RESPONSIBLE FOR THE GEOTECHNICAL REPORT ON THIS PROJECT. VERVE PROJECTS PTY LTD IS NOT RESPONSIBLE FOR THE WORK OF “GOLDER ASSOCIATES”. GOLDER ASSOCIATES”. . THE DESIGN HAS BEEN EXTRACTED FROM “GOLDER ASSOCIATES” REPORT “1775977-002-R-REV1”(DATE: 03/07/2017)”. GOLDER ASSOCIATES” REPORT “1775977-002-R-REV1”(DATE: 03/07/2017)”. REPORT “1775977-002-R-REV1”(DATE: 03/07/2017)”. 1775977-002-R-REV1”(DATE: 03/07/2017)”. (DATE: 03/07/2017)”. . NOTE - MODIFICATION TO GOLDER ASSOCIATES' REPORT HAS OCCURED TO RELOCATE THE SAMI TREATMENT ABOVE BASE COURSE ROCK AS PER HUME CITY COUNCIL'S DIRECTION ON 28/7/2016.
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NOTE: CONTRACTOR TO PROOF QUALITY OF CAPPING LAYER. CAPPING LAYER MATERIAL SPECIFICATION: ASSIGNED CBR: >8% CBR SWELL: <1.5% PERMEABILITY: <1x10-9 m/s GRADING % PASSING 75mm: 100% 4.75mm: 40-80% 0.075mm: 10-40% PLASTICITY INDEX % PASSING 0.425mm SIEVE (POST CONSTRUCTION): <1000 PLASTICITY INDEX (POST CONSTRUCTION): 6-25% SUITABLE CAPPING LAYER MATERIALS USUALLY INCLUDE SOFT ROCK FILL (IE CRAIGIEBURN CLAY) AND VIC ROADS CLASS 4 CRUSHED ROCK
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YOU SHOULD REVIEW THE DOCUMENTS REFERENCED HERE TO ENSURE THAT THE DESIGN HAS BEEN ACCURATELY REPRODUCED. A COPIES OF THE REPORTS WILL BE PROVIDED TO YOU ON REQUEST. VERVE PROJECTS PTY LTD DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE ACCURACY, ADEQUACY OR APPROPRIATENESS OF THE GEOTECHNICAL WORK AND PAVEMENT DESIGN
125mm THICK N25 CONCRETE PATH WITH SL72 MESH 50mm TOP COVER. MESH TO HAVE 50mm COVER ALL EDGES
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50mm THICK OF 20mm CLASS 3 CRUSHED ROCK OR CLASS 3 CRUSHED CONCRETE MECHANICALLY COMPACTED
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BUILDING LINE
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ES
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B2 KERB
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B2 KERB
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%%UTEMPORARY TURNING AREA DETAIL
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INSTALL NO THROUGH ROAD SIGN
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200mm THICK CLASS 3 FCR 3 POINT TURNING AREA FOR REFUSE TRUCK
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PROVIDE 200mm ROUNDED TOP TREATED PINE POSTS AT 1500 MAX SPACING. POST TO BE 1.5m LONG AND SET IN 600x450 FOOTING AND BACKFILLED WITH CEMENT STABILISED SOIL.
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%%UON-STREET PARKING LAYOUT
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R1.0
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R1.0
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LIP OF KERB
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BACK OF KERB
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B2 KERB
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ORDINARY BACKFILL COMPACTED TO 95% SDDR
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WEARING COURSE TO BE 5mm PROUD OF LIP OF KERB
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SERVICE CONDUIT
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100mm TOPSOIL
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SUBGRADE
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CAPPING LAYER - 150mm MIN
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100 CLASS 400 PERVIOUS PIPEWITH SECOND STAGE GEOTEXTILE SOCK. TYPE A1, A2 OR A3 FILTER BACKFILL.
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%%UAG DRAIN DETAIL (EXPANSIVE SUBGRADE)
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ORDINARY BACKFILL COMPACTED TO 95% SDDR
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WEARING COURSE TO BE 5mm PROUD OF LIP OF KERB
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SERVICE CONDUIT
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100mm TOPSOIL
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100 CLASS 400 PERVIOUS PIPEWITH SECOND STAGE GEOTEXTILE SOCK. TYPE A1, A2 OR A3 FILTER BACKFILL.
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%%UAG DRAIN DETAIL (EXPANSIVE SUBGRADE)
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%%UAG DRAIN DETAIL (EXPANSIVE SUBGRADE)
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%%UCONNECTOR STREET - B2 (275 DEPTH)
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%%UACCESS STREET - LEVEL 1 - B2 (200 DEPTH)
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%%UCONNECTOR STREET - SM3 (175 DEPTH)
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%%UAG DRAIN DETAIL (EXPANSIVE SUBGRADE)
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%%UACCESS STREET - LEVEL 1 - SM3 (200 DEPTH)
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40mm SIZE 14mm TYPE H ASPHALT
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60mm SIZE 20mm TYPE SI ASPHALT
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75mm SIZE 20mm TYPE SF ASPHALT
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100mm SIZE 20mm 3% CEMENT TREATED CRUSHED ROCK
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155mm SIZE 20mm CLASS 4 CRUSHED ROCK
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ORDINARY BACKFILL COMPACTED TO 95% SDDR
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SERVICE CONDUIT
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100mm TOPSOIL
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SUBGRADE
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CAPPING LAYER - 150mm MIN
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100 CLASS 400 PERVIOUS PIPEWITH SECOND STAGE GEOTEXTILE SOCK. TYPE A1, A2 OR A3 FILTER BACKFILL.
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40mm SIZE 14mm TYPE H ASPHALT
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60mm SIZE 20mm TYPE SI ASPHALT
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75mm SIZE 20mm TYPE SF ASPHALT
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100mm SIZE 20mm 3% CEMENT TREATED CRUSHED ROCK
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155mm SIZE 20mm CLASS 4 CRUSHED ROCK
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30mm SIZE 10mm TYPE N ASPHALT
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30mm SIZE 10mm TYPE N ASPHALT
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SAMI/PRIMER
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130mm SIZE 20mm CLASS 2 CRUSHED ROCK
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100mm SIZE 20mm CLASS 3 CRUSHED ROCK
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140mm SIZE 20mm CLASS 4 CRUSHED ROCK
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SUBGRADE
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CAPPING LAYER - 150mm MIN
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ORDINARY BACKFILL COMPACTED TO 95% SDDR
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SERVICE CONDUIT
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100mm TOPSOIL
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100 CLASS 400 PERVIOUS PIPEWITH SECOND STAGE GEOTEXTILE SOCK. TYPE A1, A2 OR A3 FILTER BACKFILL.
100 CLASS 1000 PERVIOUS NOFINES CONCRETE FILTER STAGE 1 FILTER WITH GEOTEXTILE AROUND TRENCH
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%%UPAVEMENT KEY-IN DETAIL (EXPANSIVE SUBGRADE)
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EXISTING PAVEMENT
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NEW PAVEMENT
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PAVEMENT JOINT
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REFER PAVEMENT MAKEUP BELOW
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SM1 KERB
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R15
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R225
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R25
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FACE OF KERB
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1800
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EXPANSION JOIN. REFER TO VICTRACK DWG STD_S00065 FOR CONNECTION DETAILS.
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125 THICK 25MPa REINFORCED CONCRETE SLAB WITH SL72 MESH PLACED CENTRALLY ON BAR CHAIRS AND 50 THICK CLASS 2 COMPACTED ROCK BASE. CONCRETE SLAB TO HAVE A BROOM FINISH AND BE DOWELLED INTO KERB AND FOOTPATH. (REFER VICTRACK DWG STD_S00062 FOR DETAILS.)
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JOINTS TO BE PROVIDED. REFER TO NOTE 6 ON VICTRACK DWG STD_S00065 FOR JOINT SPECIFICATION.
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FACE OF KERB
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DIM 'A' 500MIN. (REFER NOTES 5&6 ON VICTRACK DWG STD_S00065)
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%%UBUS STOP DETAIL
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NATURE STRIP. (GREATER THAN 2.7m)
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(REFER TO VICTRACK STD_S00062 & STD_S00065)
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B2 K&CH (275 DEPTH)
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R25
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LINE OF KERB
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LIP OF KERB
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LINE OF KERB
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LIP OF KERB
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R15
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R225
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R75
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SM3 K&CH (175 DEPTH)
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15 CHAMFER
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B2 K&CH (200 DEPTH)
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R25
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LINE OF KERB
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LIP OF KERB
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LINE OF KERB
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LIP OF KERB
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R15
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R225
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R75
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SM3 K&CH (200 DEPTH)
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15 CHAMFER
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ALL FINISHED SURFACES TO COMPLY WITH AS4586 - SLIP REISISTANT CLASSIFICATION OF NEW PEDESTRIAN SURFACE MATERIALS FOR PAVEMENT DETAILS REFER TO GOLDER REPORT 1650996-005-TM REV 0 DETAILS FOR THE ERROL BOULEVARD STONE SET ROUNDABOUT THRESHOLD TREATMENT
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SM3 KERB (32 MPa MIX)
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R5.82 LIP OF KERB
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SM1 KERB
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R4.17 LIP OF KERB
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SECTION A
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2.5%%%
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(32MPa MIX)
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%%UROUNDABOUT PAVEMENT COMPOSITION
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PLAN
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A
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A
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200mm CONCRETE (32MPa) / SL 82 (50mm TOP COVER) EXPOSED AGGREGATE INFILL: COLOUR - OFF WHITE COLOUR ADDITIVE - ABILOX 4.13% BY WEIGHT "TAHINI" IN OFF WHITE CEMENT, INTEGRALLY MIXED THROUGHOUT SLAB DEPTH. MIX - HOLCIM CONCEPT EXPOSED IN "GOLDEN BEACH" AGGREGATE DENSITY IN MIX - MANUFACTURERS STANDARD SUPPLIER - HOLCIM AUSTRALIA FINISH - EXPOSED AGGREGATE (WATER WASHED)
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SM1 KERB
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SM3 KERB
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FUTURE FINISHED SURFACE
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EXISTING SURFACE
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1 in 3
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1 in 3
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DRAINAGE CHANNEL TYPICAL SECTION
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BATTERS OF DRAINAGE CHANNEL TO BE HYDROSEEDED & MAINTAINED UNTIL 80% GRASS COVER IS ESTABLISHED
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EDGE OF CHANNEL
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%%UTYPICAL PIT SETOUT DETAIL
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PIT SETOUT EASTING AND NORTHING LOCATED CENTRE OF PIT
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PIT HAUNCH
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BACK OF KERB
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PIT COVER
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FRONT ELEVATION
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SIDE ELEVATION
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ROCKWORK NOTES 1. ROCKS TO BE ANGULAR SHAPED AND SHOULD BE ABLE TO INTERLOCK WITH OTHER ROCKS FOR ROCKS TO BE ANGULAR SHAPED AND SHOULD BE ABLE TO INTERLOCK WITH OTHER ROCKS FOR STABILITY AND RESISTANCE TO FLOW VELOCITIES AND INFILTRATION / UNDERMINING. 2. TOE AND EDGE ROCKS SHALL BE TRENCHED INTO IN-SITU GROUND AND PLACED BEFORE FILTER TOE AND EDGE ROCKS SHALL BE TRENCHED INTO IN-SITU GROUND AND PLACED BEFORE FILTER LAYER AND LINING ROCKS. TOE / EDGE ROCKS SHALL BE FINISHED FLUSH WITH ADJACENT SURFACE. 3. LINING (BANK) ROCKS SHALL BE WELL GRADED TO FORM A TIGHTLY SEALED LAYER. BEDDING LAYER LINING (BANK) ROCKS SHALL BE WELL GRADED TO FORM A TIGHTLY SEALED LAYER. BEDDING LAYER TO BE OF CRUSHED GRANULAR MATERIAL 150mm THICK. . 4. ALL ROCKS SHALL BE PLACED IN POSITION WITH CARE AND TO THE SATISFACTION OF THE ALL ROCKS SHALL BE PLACED IN POSITION WITH CARE AND TO THE SATISFACTION OF THE SUPERINTENDENT.
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TEMPORARY PIPE OUTLET TYPICAL SECTION
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SURFACE LEVEL
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PIPE BEDDING AS SPECIFIED
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TEMPORARY SANDBAG ENDWALL
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PROVIDE 5m OF ROCK BEACHING D50 = 300mm AS DIRECTED BY THE SUPERINTENDENT.
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FOR PIPE SIZES > 750MM PROVIDE4 No. LARGE ROCKS TO 0.9m ABOVE CHANNEL INVERT FOR ENERGY DISSIPATION
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TEMPORARY SANDBAG ENDWALL
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SWALE BATTER
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ROCK BEACHING AT OPEN DRAIN INVERT
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SURFACE LEVEL
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DRAINAGE PIPE OUTLET
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BANK ROCKS - PLACED AND LOCKED TOGETHER
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CRUSHED GRAVEL BEDDING (150mm DEPTH)
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GEOTEXTILE UNDERLAY BIDIM 450 OR EQUIVALENT
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ANY VOIDS TO BE FILLED
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%%UPIT DEFLECTORS REQUIREMENT
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< 600 RCP
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< 600 RCP
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PIT DEFLECTOR RANGE 50%%D TO 90%%D
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REFER EDCM 13.17
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IL
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%%UTYPICAL SPLITTER ISLAND DETAIL
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SETOUT POINTS FOR SPLITTER ISLAND ARE FROM FACE OF KERB AND NOT LIP OF KERB
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SM3 KERB
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EXPOSED AGGREGATE INFILL
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R0.30
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R0.60
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R0.30
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PLAN
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TITLE BOUNDARY
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MINIMUM 30° RAKE
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SUBGRADE
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CAPPING LAYER - 150mm MIN
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40mm SIZE 14mm TYPE H ASPHALT
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60mm SIZE 20mm TYPE SI ASPHALT
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75mm SIZE 20mm TYPE SF ASPHALT
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100mm SIZE 20mm 3% CEMENT TREATED CRUSHED ROCK
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155mm SIZE 20mm CLASS 4 CRUSHED ROCK
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EXISTING SURFACE
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FUTURE FINISHED SURFACE
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BATTER EXISTING SURFACE AT 1 IN 3 TO TEMPORARY PIT COVER AT FUTURE FINISHED SURFACE LEVEL
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900x600 TEMPORARY CLASS B PIT COVER
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FUTURE G.S.E.P WALL DETAIL NTS
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1in3
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1in3
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0
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ISSUED FOR CONSTRUCTION; COUNCIL COMMENTS
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G.R
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15.08.18
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PROPOSED TEMPORARY POST &3 STRAND WIRE FARM FENCE TO BE CONSTRUCTED ON DEVELOPMENT SIDE AS DIRECTED BY THE SUPERINTENDENT
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EDGE OF CHANNEL
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PROPOSED TEMPORARY POST &3 STRAND WIRE FARM FENCE TO BE CONSTRUCTED ON DEVELOPMENT SIDE AS DIRECTED BY THE SUPERINTENDENT
WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. A DBYD ENQUIRY ON 1100 MUST BE MADE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.
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WARNING ANY DESIGN SURFACE LEVELS SHOWN ARE PRELIMINARY ONLY AND SUBJECT TO FINAL DETAIL DESIGN, DO NOT USE FOR CONSTRUCTION
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%%ULEGEND - DETAIL
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EXISTING SURFACE LEVEL
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FINISHED SURFACE LEVEL
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TOP OF BATTER LEVEL
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TEMPORARY BENCH MARK
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PERMANENT SURVEY MARK
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FB 44.60
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ES 44.26
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FS 44.60
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LOT GRADE
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PROPOSED DRAINAGE
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REMOVE EX TREE
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EXISTING COUNCIL DRAINAGE
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CUT >150mm DEPTH
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SWD PIT NUMBERS
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EXISTING SEWER
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PROPOSED SEWER
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PROPERTY INLET
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HOUSE DRAIN
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H
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TABLE DRAIN
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FILL >300mm DEPTH
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1
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EXISTING MAIN DRAINAGE
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FOR CONTINUATION OF PLAN REFER DRAWING RD201
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FOR CONTINUATION OF PLAN REFER DRAWING RD202
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%%UELEC KIOSK LEVELS
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3
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DENOTES DRIVEWAY W=3.0m IN REFERENCE WITH EDCM501
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EXISTING RETAINING WALL
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PROPOSED RETAINING WALL
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B
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REVISED LOT BOUNDARIES CLIENT ISSUE
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G.R
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07.08.18
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0
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ISSUED FOR CONSTRUCTION; COUNCIL COMMENTS
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G.R
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15.08.18
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EXISTING OPEN CHANNELS TO BE LEVEL 1 FILLED AS PER GEOTECHNICAL ADVICE / SUPERINTENDANTS INSTRUCTION
PROVIDE CONCRETE EDGE STRIP, TEMPORARY TURN AROUND AREA AND NO ROAD SIGN
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PROVIDE CONCRETE EDGE STRIP, TEMPORARY TURN AROUND AREA AND NO ROAD SIGN
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PROVIDE CONCRETE EDGE STRIP, TEMPORARY TURN AROUND AREA AND NO ROAD SIGN
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PROVIDE ROCK BEACHING. REFER TO PIPE OUTLET TYPICAL SECTION DRAWING No. RD104 ROCK BEACHING AROUND BENDS AS PER SUPERINTEDANTS INSTRUCTION IF DEEMED NECESSARY.
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BUS STOP. REFER TO RD104.
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TEMPORARY SWALE DRAIN. REFER TO DRAWINGS RD720-725.
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FOR SM3 KERB AT MEDIAN, CONSTRUCT AG. DRAIN FOR DISCHARGE DIRECTLY TO 300 PIPE
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NOMINALLY BATTER 1 in 6 DOWN TO EXISTING SURFACE (TYPICAL)
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CONTRACTOR TO GRADE TEMPORARY TURNING AREA AS PER RD721. TEMPORARY TURNING AREA TO BE FREE DRAINING TO AVOID PONDING AS PER SUPERINTENDANTS INSTRUCTION
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KERB TO BE CONSTRUCTED BEYOND LIMIT OF WORKS FOR CONSTRUCTION OF GSEP
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KERB TO BE CONSTRUCTED BEYOND LIMIT OF WORKS FOR CONSTRUCTION OF GSEP
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PROVIDE TEMPORARY 1050DIA RCP PIPE FROM PIT 01 TO OUTLET AT CH30.000 INTO TEMPORARY SWALE. GRADE PIPE AS PER DRAWING RD722.
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CONTRACTOR TO GRADE TEMPORARY TURNING AREA AS FREE DRAINING TO AVOID PONDING AS PER SUPERINTENDANTS INSTRUCTION
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PROVIDE CONCRETE EDGE STRIP, TEMPORARY TURN AROUND AREA AND NO ROAD SIGN
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PROVIDE CONCRETE EDGE STRIP, TEMPORARY TURN AROUND AREA AND NO ROAD SIGN
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KERB TO BE CONSTRUCTED BEYOND LIMIT OF WORKS FOR CONSTRUCTION OF GSEP
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CURVED PIPE BETWEEN PIT 1 AND 12. PIPE DEFLECTION USING SPLAY PIPES AND BANDAGE JOINTS AS PER MWC DRAWING 7251/08/420
WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. A DBYD ENQUIRY ON 1100 MUST BE MADE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.
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WARNING ANY DESIGN SURFACE LEVELS SHOWN ARE PRELIMINARY ONLY AND SUBJECT TO FINAL DETAIL DESIGN, DO NOT USE FOR CONSTRUCTION
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FOR CONTINUATION OF PLAN REFER DRAWING RD200
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FOR CONTINUATION OF PLAN REFER DRAWING RD202
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%%USECTION A
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%%ULEGEND - DETAIL
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EXISTING SURFACE LEVEL
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FINISHED SURFACE LEVEL
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TOP OF BATTER LEVEL
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TEMPORARY BENCH MARK
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PERMANENT SURVEY MARK
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FB 44.60
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ES 44.26
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FS 44.60
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LOT GRADE
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PROPOSED DRAINAGE
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REMOVE EX TREE
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EXISTING COUNCIL DRAINAGE
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CUT >150mm DEPTH
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SWD PIT NUMBERS
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EXISTING SEWER
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PROPOSED SEWER
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PROPERTY INLET
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HOUSE DRAIN
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H
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TABLE DRAIN
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FILL >300mm DEPTH
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1
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EXISTING MAIN DRAINAGE
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3
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DENOTES DRIVEWAY W=3.0m IN REFERENCE WITH EDCM501
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EXISTING RETAINING WALL
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PROPOSED RETAINING WALL
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NOT TO SCALE
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REAR LOT BOUNDARY
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FRONT LOT BOUNDARY
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FINISHED SURFACE
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EXISTING SURFACE
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BATTER 1 in 6
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0
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ISSUED FOR CONSTRUCTION; COUNCIL COMMENTS
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G.R
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15.08.18
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FS RL245.64
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ES RL242.54
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ES RL241.84
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FS RL245.20
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FB RL245.35
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ES RL244.01
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%%USECTION B
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NOT TO SCALE
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REAR LOT BOUNDARY
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FS RL244.01
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ES RL241.20
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FRONT LOT BOUNDARY
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FS RL243.57
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ES RL241.51
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FB RL243.72
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FINISHED SURFACE
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EXISTING SURFACE
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BATTER 1 in 6
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ES RL241.14
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EXISTING OPEN CHANNELS TO BE LEVEL 1 FILLED AS PER GEOTECHNICAL ADVICE / SUPERINTENDANTS INSTRUCTION
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1
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TFV COMMENT: REVISED BUS STOP LOCATION
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G.R
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04.09.18
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2
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TFV COMMENT: BUS STOP TACTILES REMOVED
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G.R
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08.01.19
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NOTE: NO BUS STOP TACTILES OR FLAG SLEEVE TO BE INSTALLED.
PROVIDE CONCRETE EDGE STRIP, TEMPORARY TURN AROUND AREA AND NO ROAD SIGN
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PROVIDE ROCK BEACHING. REFER TO PIPE OUTLET TYPICAL SECTION DRAWING No. RD104 ROCK BEACHING AROUND BENDS AS PER SUPERINTEDANTS INSTRUCTION IF DEEMED NECESSARY.
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BUS STOP. REFER TO RD104.
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TEMPORARY SWALE DRAIN. REFER TO DRAWINGS RD720-725.
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FOR SM3 KERB AT MEDIAN, CONSTRUCT AG. DRAIN FOR DISCHARGE DIRECTLY TO 300 PIPE
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FOR SM3 KERB AT MEDIAN, CONSTRUCT AG. DRAIN FOR DISCHARGE DIRECTLY TO 300 PIPE
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EXTEND JUTE MATTING UNDER ROCK BEACHING
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KERB TO BE CONSTRUCTED BEYOND LIMIT OF WORKS FOR CONSTRUCTION OF GSEP
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PROVIDE TEMPORARY 1050DIA RCP PIPE FROM PIT 01 TO OUTLET AT CH30.000 INTO TEMPORARY SWALE. GRADE PIPE AS PER DRAWING RD722.
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PROVIDE CONCRETE EDGE STRIP, TEMPORARY TURN AROUND AREA AND NO ROAD SIGN
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KERB TO BE CONSTRUCTED BEYOND LIMIT OF WORKS FOR CONSTRUCTION OF GSEP
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CURVED PIPE BETWEEN PIT 1 AND 12. PIPE DEFLECTION USING SPLAY PIPES AND BANDAGE JOINTS AS PER MWC DRAWING 7251/08/420
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3
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3
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3
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3
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38103
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38104
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38106
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38105
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38107
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38108
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38117
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38118
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38119
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38120
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38121
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ILLAWARA
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DRIVE
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ERROL
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R10.3
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R10.3
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R6.0
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R6.0
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R6.0
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R100.0
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R70.0
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R100.0
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R70.0
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R100.0
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FS 244.63
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ES 244.78
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FS 244.08
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B2
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B2
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B2
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B2
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SM3
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B2
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SM3
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SM3
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SM1
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38141
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38140
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38138
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38139
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HANOVER
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WAY
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CH 1023.200
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CH 1081.200
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CH 547.328
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CH 556.328
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CH 563.328
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CH 570.328
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CH 577.328
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CH 584.328
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CH 547.058
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CH 553.808
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CH 560.558
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CH 567.308
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CH 574.058
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CH 582.768
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CH 108.494
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CH 166.494
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R55.5
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R30.5
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R55.5
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R30.5
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R55.5
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FS 244.74
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FS 244.45
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FS 244.34
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FS 244.15
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FS 244.13
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FS 243.99
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FS 243.91
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FS 243.77
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FS 243.69
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FS 243.55
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FS 243.38
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FS 243.24
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FS 243.18
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FS 242.97
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FS 244.33
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FS 244.61
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FS 244.38
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FS 244.29
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FS 244.11
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FS 244.04
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FS 243.90
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FS 243.83
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FS 243.68
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FS 243.58
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FS 243.44
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FS 243.32
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FS 243.18
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FS 244.61
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FS 244.80
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FS 244.55
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FS 242.94
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FS 243.03
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FS 244.09
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FS 243.18
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FS 243.47
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TW 245.77
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ES 245.22
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ES 244.67
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ES 245.05
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ES 244.52
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ES 244.86
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ES 244.37
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ES 244.67
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ES 244.21
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ES 244.53
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ES 244.08
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ES 244.39
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ES 243.93
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ES 243.84
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ES 243.81
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ES 245.00
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FS 244.73
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ES 243.68
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ES 244.15
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ES 243.57
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ES 244.02
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ES 243.51
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ES 243.89
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ES 243.40
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ES 243.78
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ES 243.34
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ES 243.67
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ES 243.35
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ES 243.59
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ES 244.29
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ES 244.87
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ES 244.29
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ES 243.51
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ES 244.00
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ES 243.43
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ES 243.30
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ES 244.23
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TW 245.22
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TW 245.05
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TW 244.87
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TW 244.68
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TW 244.53
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TW 244.40
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TW 243.47
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ES 245.54
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TW 245.26
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2.5m S E
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RTPCH 165.722
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RTPCH 554.186
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LTPCH 560.587
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RTPCH 586.908
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LTPCH 1065.850
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LTPCH 1038.550
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R4.17
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B2
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B2
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SM3
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SM3
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SM3
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525%%C
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300%%C
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300%%C
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300%%C
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675%%C
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300%%C
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300%%C
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300%%C
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300%%C
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FB 244.78
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FB 243.09
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ES 243.54
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62
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79
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78
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08
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07
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06
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52
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09
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10
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68
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3
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3
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3
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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3
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3
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3
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3
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3
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3
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3
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19
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H
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ES244.78
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FS244.63
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H
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244.0
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244.5
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245.0
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BOULEVARD
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37101
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37112
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525%%C
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525%%C
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300%%C
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RETAINING WALL TO BE CONSTRUCTED AS PART OF STAGE 37 WORKS. REFER TO STAGE 37 DRAWINGS FOR DETAIL
WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. A DBYD ENQUIRY ON 1100 MUST BE MADE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.
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WARNING ANY DESIGN SURFACE LEVELS SHOWN ARE PRELIMINARY ONLY AND SUBJECT TO FINAL DETAIL DESIGN, DO NOT USE FOR CONSTRUCTION
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%%UINSET A
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FOR CONTINUATION OF PLAN REFER DRAWING RD201
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FOR CONTINUATION OF PLAN REFER DRAWING RD200
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%%ULEGEND - DETAIL
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EXISTING SURFACE LEVEL
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FINISHED SURFACE LEVEL
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TOP OF BATTER LEVEL
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TEMPORARY BENCH MARK
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PERMANENT SURVEY MARK
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FB 44.60
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ES 44.26
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FS 44.60
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LOT GRADE
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PROPOSED DRAINAGE
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REMOVE EX TREE
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EXISTING COUNCIL DRAINAGE
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CUT >150mm DEPTH
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SWD PIT NUMBERS
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EXISTING SEWER
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PROPOSED SEWER
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PROPERTY INLET
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HOUSE DRAIN
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H
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TABLE DRAIN
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FILL >300mm DEPTH
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1
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EXISTING MAIN DRAINAGE
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3
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DENOTES DRIVEWAY W=3.0m IN REFERENCE WITH EDCM501
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EXISTING RETAINING WALL
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PROPOSED RETAINING WALL
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FOR CONTINUATION OF PLAN REFER DRAWING RD200
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B
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REVISED LOT BOUNDARIES CLIENT ISSUE
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G.R
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08.08.18
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0
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ISSUED FOR CONSTRUCTION; COUNCIL COMMENTS
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G.R
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15.08.18
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EXISTING OPEN CHANNELS TO BE LEVEL 1 FILLED AS PER GEOTECHNICAL ADVICE / SUPERINTENDANTS INSTRUCTION
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1
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TFV COMMENT: BUS STOP TACTILES REMOVED
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G.R
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08.01.19
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NOTE: NO BUS STOP TACTILES OR FLAG SLEEVE TO BE INSTALLED.
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2
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AS CONSTRUCTED
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G.R
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07.06.19
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3
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TFV COMMENT: BUSTOP TACTILE NOT APART OF CONSTRUCTION
ADDED NEW SHEET; REVISED LOT BOUNDARIES CLIENT ISSUE
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G.R
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08.08.18
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WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. A DBYD ENQUIRY ON 1100 MUST BE MADE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.
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WARNING ANY DESIGN SURFACE LEVELS SHOWN ARE PRELIMINARY ONLY AND SUBJECT TO FINAL DETAIL DESIGN, DO NOT USE FOR CONSTRUCTION
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%%UINSET C
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%%ULEGEND - DETAIL
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EXISTING SURFACE LEVEL
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FINISHED SURFACE LEVEL
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TOP OF BATTER LEVEL
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TEMPORARY BENCH MARK
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PERMANENT SURVEY MARK
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FB 44.60
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ES 44.26
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FS 44.60
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LOT GRADE
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PROPOSED DRAINAGE
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REMOVE EX TREE
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EXISTING COUNCIL DRAINAGE
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CUT >150mm DEPTH
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SWD PIT NUMBERS
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EXISTING SEWER
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PROPOSED SEWER
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PROPERTY INLET
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HOUSE DRAIN
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H
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TABLE DRAIN
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FILL >300mm DEPTH
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1
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EXISTING MAIN DRAINAGE
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3
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DENOTES DRIVEWAY W=3.0m IN REFERENCE WITH EDCM501
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EXISTING RETAINING WALL
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PROPOSED RETAINING WALL
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%%UINSET B
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0
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ISSUED FOR CONSTRUCTION; COUNCIL COMMENTS
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G.R
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15.08.18
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EXISTING OPEN CHANNELS TO BE LEVEL 1 FILLED AS PER GEOTECHNICAL ADVICE / SUPERINTENDANTS INSTRUCTION
WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. A DBYD ENQUIRY ON 1100 MUST BE MADE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.
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WARNING ANY DESIGN SURFACE LEVELS SHOWN ARE PRELIMINARY ONLY AND SUBJECT TO FINAL DETAIL DESIGN, DO NOT USE FOR CONSTRUCTION
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%%ULEGEND - SERVICES
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PROPOSED WATER
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PROPOSED TELSTRA
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PROPOSED ELECTRICITY
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PROPOSED GAS
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PROPOSED SEWER
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EX. COUNCIL DRAINAGE
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EX. DW
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EX. TELSTRA
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EX. ELECTRICITY
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EX. GAS
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PROPOSED DRAINAGE
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EX. SEWER
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GAS & WATER CONDUIT
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GW
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EX. TELSTRA (OPTIC FIBRE)
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GAS CONDUIT
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G
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WATER CONDUIT
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W
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EX. ELECTRICITY (OVERHEAD)
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PROPOSED RECYCLE WATER
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EX. NDW
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EX. MAIN DRAINAGE
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FOR CONTINUATION OF PLAN REFER DRAWING RD301
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FOR CONTINUATION OF PLAN REFER DRAWING RD302
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0
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ISSUED FOR CONSTRUCTION; COUNCIL COMMENTS; AMENDED PLAN OF SUB
WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. A DBYD ENQUIRY ON 1100 MUST BE MADE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.
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WARNING ANY DESIGN SURFACE LEVELS SHOWN ARE PRELIMINARY ONLY AND SUBJECT TO FINAL DETAIL DESIGN, DO NOT USE FOR CONSTRUCTION
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%%ULEGEND - SERVICES
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PROPOSED WATER
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PROPOSED TELSTRA
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PROPOSED ELECTRICITY
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PROPOSED GAS
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PROPOSED SEWER
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EX. COUNCIL DRAINAGE
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EX. DW
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EX. TELSTRA
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EX. ELECTRICITY
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EX. GAS
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PROPOSED DRAINAGE
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EX. SEWER
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GAS & WATER CONDUIT
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GW
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EX. TELSTRA (OPTIC FIBRE)
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GAS CONDUIT
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G
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WATER CONDUIT
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W
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EX. ELECTRICITY (OVERHEAD)
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PROPOSED RECYCLE WATER
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EX. NDW
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EX. MAIN DRAINAGE
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FOR CONTINUATION OF PLAN REFER DRAWING RD300
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FOR CONTINUATION OF PLAN REFER DRAWING RD302
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0
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ISSUED FOR CONSTRUCTION; COUNCIL COMMENTS; AMENDED PLAN OF SUB
WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. A DBYD ENQUIRY ON 1100 MUST BE MADE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.
AutoCAD SHX Text
WARNING ANY DESIGN SURFACE LEVELS SHOWN ARE PRELIMINARY ONLY AND SUBJECT TO FINAL DETAIL DESIGN, DO NOT USE FOR CONSTRUCTION
WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. A DBYD ENQUIRY ON 1100 MUST BE MADE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.
AutoCAD SHX Text
WARNING ANY DESIGN SURFACE LEVELS SHOWN ARE PRELIMINARY ONLY AND SUBJECT TO FINAL DETAIL DESIGN, DO NOT USE FOR CONSTRUCTION
