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Development Application Part 2 - Environmental & Stormwater Management Plans · OPW11/0335
Plans and drawings: the text below has words only, no drawings.
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LANDSCAPE SPECIE ICATK)NS
1.0 GENERAL NOTES
2.0 LANDSCAPE CONSTRUCTION
LEVELS
essence of peregian beach
ABBREVIATIONS
EMPC - ENVIRONMENTAL MANAGEMENT PLAN -CONSTRUCTION
SEE PLAN FOR ENGINEERS PLAN LEVELS & PROPOSED LEVELS.
VERIFY ALL I EVELS. CONDITIONS. & UTILITY LOCATIONS IWTHE-FIELD INCLUDING ALL
INVERTS, F A DISCREPANCY OCC.URS N'()TIFY SUPER LOR LA.
Operational Works - Landscaping
LEVELS TO BE CONFIRMED BY A OUALFEDIJCENSED SURVEYOR. SEE PLANS FOR LEVEL
FP - ESTABLISHMENTPERXO
NtA.N'OTAPPLK'AgLF
-LA LANDSCAPE ARCHITECT
- O.C ON CENTRE SOURCES, June 2010
. GRADE EVENLY BETWEEN PRESCRIBED LEVELS& FINISHED SURFACE LEVELS ENSURING
SCRC- SUNV:NSFCOAST REGIONAL COUNCIL
POSITIVE DRAINAGE & NO PON'DNG AREAS. BE CONFRMED ON SITE BY CONTRACTOR BEFORE EXCAVATION COMMENCES
SUPER - SUI'EtINLENDENT
COORDINATE ESTABLISHMENT OF LEVELS WITH SUPER MNMUM 2n FROM STORMNATER CATCH PITS
ENSURE 2% MINIMUM SLOPE AWAY FROM ALL STRUCTURES TO PITS ORSWALES. • MINIMUM OF Om FROM OVERHEAD STREET LIGHTNG.
THE FOLLOWING LANDSCAPE OPERATIONAL WORKS PLAN PACKAGE CONSISTS OF THE
-MNMUM OF 500- FROM BACK OF KERR.
FOLLOWING SCHEDULE OF DRAWINGS:
LODI GENERAL NOTES DRAINAGE
ALL FIELD INLETS & SUBSURFACE DRAINS TO BE CONNECTED TO EXISTING DRAINAGE GENERAL PLANTING
L0D2 DETAILS
SYSTEM. REFER ENGINEERS DRAWINGS FOR DRAINS 8 HYDRAULIC SERVICES. REFER TO DETAIL(S) HEREIN RESPECTIVELY.
1003 DETAILS. PUNT SCHEDULE, LEGEND
SUBSURFACE DRAIN TO BE SOCKED 100nm MIN. AG-FLOW PIPE CENTRED IN 3DOg00mm SUPPLY & PLACE PLANTS ACCORDING TO PLANT SCHEDULE. PLANT SETOUT NOTES & PUN
LP 011P06 LANDSCAPE DRAINAGE & CONCRETE EDGING PLANS
GRAVEL TRENCH SURROUNDED BY LA APPROVED PERMEABLE BIDUM LOCATIONS
LP07-LPIS PLANTING PUNS
LANDSCAPE FIELD INLETS TO BE 45N45Cmm PLASTIC SUMPS WITH L.D. GALVANISED WHERE DISCREPANCIES OCCUR ADVISE SUPER PRORTO PUNTING.
SURFACE GRATE. DETERMINE RFOIIREMEN IS ONSITE N ADDITION TO THOSE ON PLANS. ENSURE PLANTS ARE PLACED & PLANTED AT EQUAL CENTRES. STAGGERED. NOT N ROWS
THE LANDSCAPE PLANS MUST BE READ IN CONJUNCTION WITH THE OPERATIONAL WORKS
ENSURE At I DAMAGED SIORIAWATER PIPES ARE REPLACED & RELOCATED AS NECESSARY UNLESS INDICATED ON PLANS,
LANDSCAPING DECISION NOTICE ONCE ISSUED, ARBORIST'S REPORT, REHABILITATION PUN.
R KOALA HABITAT MANAGEMENT PLAN. THIS PLAN HAS BEEN DEVELOPED TO COMPLY WITH STORMWATER DRAINAGE TUBE IDOnm MON. UPVC DRAINAGE PIPE, - MASS E GROUP PLANTINGS TO BE SPACED EVENLY IN A TRIANGULAR PATTERN TO ACHIEVE
ENSURE SITE DRAINAGE CAN OCCUR TO WII(%E OFSITE a WHERE PATHS. EOGE5,8 OPTIMUM COVER RELATED TO MATURE PLANT SIZE AND FORM.
THE SUNSHINE COAST REGIONAL COUNCIL-THE NOOSA PUN PLANNING SCHEME.
GARDENS ETC. MAY IMPEDE DRAINAGE; REFER TO LABE FORE CONTINUING WORKS. SHRUBS 8 SPREADNGGROUNDCOVERS TO BE SET BACK A MINIMUM 50Dim FROM ROADS.
ENSURE DRAINAGE WORKS CORRELATE WITH,& DO NOT DISTURB, ADJACENT LAND. KERBS. GARDEN EDGES & PATHS TO ALLOW FOR MATURE PLANT FORM. CONFRMWIH LA
P RELMINARIES
SEE LEGEND FOR PLAN SYMBOLS AND'OR PLANS FOR LOCATIONS. WHICH REOURC MORE DISTANCE.
BEFORE WORK COMMENCES THE SUBCONTRACTOR IS TO ORGANISE APRE.STARTMEEnNG
FURNISH & INSTALL I.-OF 100-200-0 WASHED, SOUND. ROUNDED MARY RIVER GRAVEL ALL PUNTS MUST BE PLANTED USING ONE AGRFORM IDS FERTILISER (NAJ(. 20.43.4.1)
WITH THE LA TO ESTABLISH SCOPE OF WORKS MANAGEMENT PROCEDURES& CLARIFY ANY
SPALLS OVER PINNED PERMEABLE CEO FABRIC AT ALL NEW LANDSCAPE DRAINAGE TABLET AT A RATE OF 11140mm, MOO-, 31300. W451En& ABOVE POT SIZES. 50 TABLET FOR
ISSUES.
DAYLIGHT POINTS. TUBE STOCK. DO NOT USE TABLETS FOR BANKSLAS, GREVLLEAS & HAKEAS.
CALL DIAL BEFORE YOU DOG 1100 PRIOR TO ANY D(CAVA N.
CULTIVATE SUBGRAOE TO 156,-.
PRIOR TO COMMENCING CONSTRUCTION WORKS, VERIFY DIMENSIONS, LEVELS& LOCATION
ROCK SPALLS /GRAVEL MULCH & LANDSCAPE BOULDER PLACEMENT SOAK PLANTS THOROUGHLY BEFORE REMOVING FROM CONTAINER.
OF SITE SERVICES. REFER ENGINEERS CRAWNGS GENERALLY.
INSTALL 35.70nm0 WASHED, SOUND. ROUNDED MARY RIVER ROCK SPALLS (AS MULCHNGT REMOVE CAREFULLY & INSPECT ROOTBALL, REMOVE OLD MATTED & COOLED ROOTS TO
WHERE ANY DISCREPANCIES OCCUR WITHIN LANDSCAPE DOCUMENTATION REFER TO
AT PLAN AREAS TO 150mm DEPTH OVER LA APPROVED PINNED PERMEABLE GEOFABRC. EXPOSE YOUNG ROOTS,
LA & SITE SUPER.
TOP - DO NOT MIX SOIL FROM HOLE WITH MULCH.
UP WIT 1.1-W WASHED, SOUND, MARY RIVER GRAVEL TO FILL ANY GAPS & PRESENT ROUGHLY SQUARE HOLE SIDES.
SEDIMENT AND EROSION CONTROL
10.0% COVER. - FILL HOLE WITH WATER. ALLOW TO DRAIN BEFORE PLANTING,
INSTALL SILT CONTROL FENCING IN ACCORDANCE WITH SITE ENVRONMENTAL
- INSTALL FERTLJSER TABLET(S)
MANAGEMENT PLAN & LOCAL AUTHORITY REGULATIONS.
CONCRETE WORKS FILL SOL TO BE MIXED EVENLY TO MANUFACTURERS RECOMMENDATIONS WITH WATER
SEDIMENT 8 EROSION CONTROL DEVICES TO BE INSTALLEDWHERE NECESSARYA AS
PATH At IGNMFNTS TO BE PEGGED BY CONTRACTOR & APPROVED BY LA PRIOR TO POURING RETENTION GEL (APPROX.1-TEASPOON PER HOLET
DIRECTED ON SITE BY SUPERINTENDENT.
AL I SEDIMENTA EROSION CONTROL DEVIC ES ARE TO BE INSTALLED IN ACCORDANCE INSTALL FEATURE. LIGHT EXPOSED, F77 REINFORCED CONCRETE SUBS GRADE 25 MPA.
WITH FINISHED CONCRETE THICKNESS TO BE 100-4 ON COMPACTED SUBGRADE AS TUBESTOCK PLANTING
WITH MNN'IIFA(:IURER'S SPECIFICATIONS.
SHOWN ON PLANS. REMOVE ALL WEEDS FROM PLANTING AREAS LEVEL & TRIM PER FNGNEEIR'S PLANS.
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING SEDIMENT& EROSION CONTROL
PROVIDE CON HOLLY KEY EXPANSION JOINT (EXJIDO)OR APPROVED SMLAR TO PLANTING AREAS TO BE OECOMPACTED & CULTIVATED 1501- DEEP
DEVICES ARE INSPECTED 8 MAINTAINED AS FOLLOWS;
MANUFACTURERS RECOMMENDATIONS & CONSTRUCTION JOINTS (TOOL JOINTS) AT THE INSTALL PLANTS PER PLANT SCHEDULE DENSITIES & NOIESB DETAILS.
a.) DURING CONSTRUCTION: DAILY DURING DRY WEATHER
PRIOR TO PREDICTED STORM EVENTS FOLLOWING TERVALS;
PA THINMOTH EXPANSION JOINT CONTROL JOINT NEWTURFEDAREAS
TWICE DAILY DURING PROLONGED RAIN
3m 12n 3m EXCAVATE CML FINISH LEVELS 156nm FOR TURF AREAS (UNLESS COMPLETED BY CIVIL
U.) DU RING ESTABLISHMENT PEROD -WEEKLY DURING DRY WEATHER
2m CONTRACTORI
PRIOR TO PREDICTED STORM EVENTS 2. 0m
115. &n 15- CULTIVATE SUBGRADE SOB. TOA DEPTH OF 150- ,
TWICE WEEKLY DURING PROLONGED RAIN
4.&P 12n CAM CONTRACTOR TO HARVEST. STOCKPE F & RE-SPREAD SITE TOPSOIL.
• ALL STOCKPLES ARE TO BE PROTECTED WITH SUITABLE EROSION CONTROL DEVICES & 2.
- LANDSCAPE CONTRACTOR TO TEST TOPSOIL TO AUSTRALIAN STANDARDS FOR SOL
GRADED TO ENSURE CONTROL OF RUNOFF.
ALL OTHER CONCRETE WORKS INCLUDING PATHWAYS 8 RAMPS TO BE CONSTRUCTED TO MODIFICATION RECOMMENDATIONS.
COORDINATE INSTALLATION OF SEDIMENT & EROSION CONTROL DEVICES WITH CIVIL
CURRENT SCRC ROA[SSTREET STANDARDS R0065 & R00PA & IN ACCORDANCE WITH All ALLOWANCES SHALL BE MADE BY LANDSCAPE CONTRACTOR
OONTRACTORTO ADFORPH
CONTRACTOR TO ENSURE COMPATIBILITY LCONSISTENCY IN CONTROL MEASURES.
AUSI NOADS CONSTRUCTION DETAILS OR GREATER EXTENT AS DESCRIBED HEREIN & ON BALANCING 8 NUTRIENT IMPROVEMENTS.
ALL EXPOSED SURFACES. ONCE COMPLETED SHALL BE IMMEDIATELY STABLISEDTO
PLANS& DETALS. TRIM AMELIORATED TOPSOIL. FLL DEPRESSIONS 8 PROVIDE EVEN FALLS AS INDICATED
PREVENT EROSION.
ON DRAWINGS.
EDGING ENOSHED TURF GRADES'CONTOURS SMALL BE SMOOTH AND UNDULATING. FREE FROM
SREWORKS AND DRANAGE
MAINTAIN SPADE CUT EDGES PER PLAN & DETAIL DELETERIOUS MATERIALS, DEBRIS. LARGE CLODS OF SOL STONES. & ORGANIC MATTER,
RE MOVE ALL UNWANTED MATERIAL DELETERIOUS 8OPERATIONAL DEBRIS FROM SITE.
- SUPPLY & INSTALL 101N100mm CONCRETE GARDEN EDGES AS SPECFED&SHOWN ON THE POSITIVE FLOWING MN. 2% SLOPES & NO PONDING AREAS. CO-ORDINATE ONSITE WITH LA &
PLAN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PLANS & DETAILS. SPECIFICALLY WHERE NEW GARDENS ARE LOCATED ADJACENT TO NEW ENSURE LEVELS ARE APPROVED PRIOR TO LAYING TURF.
VERIFY ALL DIMENSIONS IN-THEFELD
TURF AREAS. TIE OFF ENDS PERPENDICULARLY TO PATHS AT KERBS AT CONTROL OR SUPPLY & LAY 'A' GRADE TURF PER PLANS & THE PLANTING SCHEDULE.
WHERE BAD GROUND OCCURS OR LEVELS PROV OED ARE NOT FUNCTIONAL REFERTO LA.
EXPANSION JOINTS. WATER TURF IN WELL, APPLY WATER TO MAINTAIN SOIL MOISTURE UNTIL ESTABLISHED.
ENSURE SITE DRAINAGE CAN OCCUR TO WHOLE OF SITE & WHERE PATHS. EDGES, &
GARDENS ETC. MAY IMPEDE DRAINAGE. REFER TO SUPERINTENDENT BEFORE CONTINUING SUPPLY & INSTALL TIMBER EDGES AS SPECIFIED B SHOWN ON THE PLANS 8 DETAILS.
WORKS. INCLUDING INHERE GRAVEL AREAS ARE ADJACENT TO NEW GARDEN AREAS. 3.0 MAIN ILNANCE
ENSURE DRAINAGE WORKS CORRELATE WITH ADJACENT LAND. WHERE DRAINAGE IS REQUIRED THE FOLLOWINGAPPLIES:
CIVIL DESIGN HAS PROVIDED A POSITIVELY DRAINED SITE HOWEVER. WHERE DRAINAGE -ALLOW FOR SEEPAGE INTERCEPTION SUB-SURFACE DRAINAGE MERE PATHS & MAINTAIN WHOLE OF LANDSCAPE WORKS FOR ESTABLISHMENT PERIOD OF TWELVE (12)
ISSUES ARE IDENTFED REFER SUPER LANDSCAPE WORKS IMPEDE DRAINAGE. (TO BE COORDINATED ON SITE) WEEKS FROM DATE OF PRACTICAL COMPLETION OF LANDSCAPE WORKS.
REFER TO 2.0 LANDSCAPE CONSTRUCTION-DRAINAGE FOR MORE INFORMATION. At ION FOR300nm x 300mm GRAVEL TRENCH WITH SOCKED AG-LINE UNDER PATH. WATER . DURING EP PERIOD WATER EVERY SECOND OR THIRD DAY TO MAINTAIN SOL
DISCHARGE TO NATURAL DRAINAGE LINES. MOISTU RE OR AS REQUIRED DURING DROUGHT OR EXTREME HEAT PERIODS. WATER ONCE
LEVELS -ALLOW FOR DWmm x 300-1 LATERAL COLLECTION TRENCHES EXTENDING NOM In, WEEKLY DURING MAINTENANCE PERIOD.
EXCEPT WHERE INDICATED OR SPECFED. FINISHED SURFACE LEVELS ARE TO BE FLUSH EITHER SIDEOFLOV POINT. MOWING - ONCE WEEKLY TO AHEIGHT OF 30-,
WITH ADJACENT SURFACES. TRIMMING -TRM TURFADJACENT TO HARD EDGES AS PART OF MOWING PROGRAM.
GRADE EVENLY BETWEEN PRESCRIBED LEVELS & FINISHED SURFACE LEVELS, TOP DRESSING -WHEN TURF AREAS HAVE BECOME ESTABLISHED & IMMEDIATELY AFTER
THE FIRST CUT. TOP DRESS LAWN WITH 10mm LAYER OF PIT SAND OR APPROVED SCREENED
TOPSOIL HARVESTING. STOCKPILING. REUSE 8 SPREADING NEWOARDENS TOPSOIL SCREED TOP DRESSING LAYER INTO LAWN TO GIVE AN EVEN LAYER OVER THE
CML ENGINE FILING EARTHWORK OPERATIONS WILL HAVE HARVESTED& STOCKPILED SITE EXCAVATE CML FINISH LEVELS 30Onm FOR GARDEN AREAS (UNLESS COMPLETED BY CIVIL ENTIRE AREA, ENSURE FALLS & LEVELS ARE EVEN- ADJUST LEVELS WHERE NECESSARY TO
TOPSOILS. LANDSCAPE CONTRACTOR TO COORDINATE WITH CML CONTRACTOR TO CONTRACTOR} ACHIEVE PREVIOUSLY SPECIFIED FINISH LEVELS.
ENSURE TOPSOIL IS REINSTALLED PER THE FOLLOWING SPECIFICATIONS N RESPECTIVE CULTIVATE SUBGRADE SOIL TO A DEPTH OF 1SOnD FERTILISE-AS REQUIRED WHERE PLANTS ARE NOT RESPONDING TO SLOW RELEASE
LANDSCAPING AREAS. SPREAD A.S.44I9 IMPORTED ORGANIC TOPSOIL MIX TO A DEPTH OF 300m OVER PREPARED FERTLISER APPLIED AT PLANTING. NOTIFY SUPERINTENDENT IN WRITING IF PUNTS ARE
- TOPSOIL STOCKPILING SHALL OCCUR N AN AREA ADJACENT TO THE STRIPPED AREACSTOR GARDEN AREAS 8 TRIM. NOT IN GOOD HEALTH.
AREA BY ENGINEER OR OWNER WHICH WILL NOT HINDER VISIBILITY FOR INSPECTION OF THE CROWN BEDS AT CENTRE. IUtn,, WEEDING - AS REQUIRED TO PREVENT WEED COMPETITION & SEEDING.
WORK. MULCH GARDENS WITH SITE OR LA APPROVED IMPORTED TUBGROUND MULCH TO A DEPTH RE-MULCHING -AS REOU RED TO MAINTAIN CONSISTENT DEPTH.
STOCKPLE CONSTRUCTION TO ENSURE NO PONDNG OF WATERS POSITIVE DRAINAGE. OF 100nm LINLESSOTHERWIE NOTED(N PLANS. PRUNING (FORMATIVE) -SHRUBS & VINES QUJmn POT: COMMENCE 3WEEKSAFTER
INSTALL EROSION CONTROL MEASURES PER ENGINEER & ABOVE FOR STOCKPILED ALL SUPPLIED TOPSOL & MULCH TO COMPLY WITH CURRENTA,S.B FREE OF WEEDS. SEEDS PLANTING. TIP PRUNE TO ENCOURAGE BUSHY HABIT. >200mn POT: COMMENCE 6WEEKS
T OPSOL- (SPECIFCALLY NUTSEDGEL PESTS INCLUDING FIRE ANTS & SOIL BORNE VIRUSES& AFTER PLANTING.
LANDSCAPECONTRACTORT000NDUCTSOLSANALYSESTESTSTOSTOCKPILEDTOPSOLS DISEASES. REMOVE ALL STAKING 8 TIES PRIOR TO ON-MAINTENANCE INSPECTION. PLANTS UNABLE TO
& AMELIORATE PER RECOMMENDATIONS PRIOR TO RESPREADING. FURNISH LA WITH BE SULF-SUPPORTING CONSISTENT WITH APPROPRIATE FORM & VIGOUR TO BE PRUNEDOR
RESULTS. LANDSCAPE CONTRACTOR TO AI IOW FOR FOR pH RAIANCNG & NIUTRENT TREE PLANTING REMOVED& REPLACED IN LIKE. PLANTS DISPLAYING WEAKNESS OR FAILURE N ROOT
AMELIORATIONS. ALL SOIL TESTING TO BE CONDUCTED BY ALAS ACCREDITED BY THE REFER TO STREET TREE 8 TREE PLANTING DETAILS (AS APPLICABLE) FOR INFORMATION. SYSTEM SHALL BE REPLACED.
NATIONAL ASSOCIATION OF TESTING AUTHORITIES OR A LAB WITH RELEVANT ALL TREES TO BE CERTIFIED THAT THEY COMPLY WITH THIS SPECIFICATION & WITH MONITORING-PROVIDE LIST OF ACTNITES COMPLETED AT MONTHLY INTERVALS.
CERTIFICATION. NATSPEC GUIDE SPECIFYING TREES: A GUIDE TO ASSESSMENTOF TREE OUALITY(2003r ,
SHOULD AMENDED SITE TOPSOILS BE INSUFFICIENT IN QUANTITY. CORTRACTORTO FURNISH LA WITH CERTIFICATION PRIOR TO INSTALLATION. SOURCES:
IMPORT AS.19 TOPSOIL & SPREAD TO PROPOSED PLAN FINISH LFVFtS. PRIOR TO LANDSCAPE CONTRACTOR TO PEG STREET TREE POSITIONS FOR APPROVAL BY SCRC
SURVEY-XXX
SPREADING, IMPORTED TOPSOILS SHAWL HAVE SUBS ANALYSES TEST AS PFRABOVE. OFFICER & SUPER BEFORE EXCAVATION.
CIVIL ENGINEERING - TOO CONSULTING ENGINEERS
IMPORTED SOILS SHALL THEN BE AMENDED PER TEST RESULTS PRIOR TO SPREADING. STREET TREES TO BE CLEAR TRUNKED TO lym WITH A FULLS EVENCROWN,
HYDRAULIC ENGINEERING -SMMONDS & BRISTOW PTY. LTD.
CML WORKS SHALL SL RIP TOP 300W,, SITE WORKS SOIL FROM GARDEN AREAS & 150m NSTALL TREES AT LOCAL IONS INDICATED ON THE PLANS. PER NOTES & DETAILS HEREIN,
ARCHITECTURE -CARL BRUNSKLL
FOR TURFED AREAS, IAULCH TREE GARDENS WITH MIN. 12DGnmR COLLAR WITH SITE OR IMPORTED TUBGROUND
CLEAR B REMOVE ALL NONORGANIC. DELETERIOUS 8 LARGE ORGANIC MATTER SUCH AS MULCH 100- DEEP 00 NOT MULCH WITHIN 50mn OFTRUNK/PLANT STEM.
ROCKS GREATER THAN 40nxm DIAMETER. TREE ROOTS. TRUNKS. LIMBS. U STUMPS FROM EDGE STREET TREES PER DETAL
ALL AREAS TO BE LANDSCAPED. INSTALL STREET TREE DRAINAGE PER DETAIL IF REQUIRED BY CIVIL ENGINEER OR TREE
CIVIL CONTRACTOR TO RE-SPREAD STOCKPILED TOPSOIL TO PLAN PRESCRIBED PROPOSED PITS OO NOT DRAM, LANDSCAPE CONTRACTOR TO FURNISH RATE PER TREE.
CONTOURS & TRACKIN. INSTAL L STREET TREE ROOT BARRIER PER DETAIL F REQUIRED. LANDSCAPE CONTRACTOR
ENSURE SMOOTH, FLOWING, EVEN GRADES AND POSITIVE DRAINAGE WITH NO PONDING TO TO FURNISH RATE PER TREE.
FALL PERCENTAGES SHOWN ON PLAN. 3% (MINIMUM 2%L FINISHED GRADES SHALL BLEND TREE STAKING . WHERE SPECIFIED USE THREE 1800X38X5Bmm HW STAKES & TE WITH
ONTO EXISTING GRADES PROVIDING A NATURAL APPEARANCE WITH NO ABRUPT EDGES. HESSIAN.
ALL TREES TO BE LOCATED;
-AT LEAST an FROM DRIVEWAY CROSSOVERS
-AT LEAST RlU mm FROM CONCRETE PATHS
- MINIMUM OF 1000-, FROM UNDERGROUND SERVICES. LOCATION OF SERVICES TO
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