csr horsley park calibre 810-filtration trench and

CSR HORSLEY PARK 810-FILTRATION TRENCH AND DRAINAGE SWALE FOR DEVELOPMENT APPLICATION

LGA F IRFIELD COUNCIL DA-LOT 1, DP 106143

calibre CONSULTING

DRAWING LIST NO. DRAWING TITLE GENERAL

000 COVER SHEET 001 GENERAL ARRANGEMENT 002 GENERAL NOTES

SEDIMENT & EROSION CONTROL 101 SEDIMENTATION AND EROSION CONTROL PLAN 102 SEDIMENTATION AND EROSION CONTROL DETAILS

ENGINEERING PLAN 201 GENERAL ARRANGEMENT BIOFILTRA TION TRENCH, BUND & SWALE

INTERCEPTION TRENCH LONGITUDINAL SECTION 401 LONGITUDINAL SECTION BIOFILTRA TION TRENCH SHEET 01 OF 02 402 LONGITUDINAL SECTION BIOFILTRA TION TRENCH SHEET 02 OF 02

CROSS SECTIONS 501 BIOFILTRATION TRENCH CROSS SECTIONS SHEET 01 OF 05 502 BIOFILTRA TION TRENCH CROSS SECTIONS SHEET 02 OF 05 503 BIOFILTRA TION TRENCH CROSS SECTIONS SHEET 03 OF 05 504 BIOFILTRA TION TRENCH CROSS SECTIONS SHEET 04 OF 05

505 BIOFIL TRA TION TRENCH CROSS SECTIONS SHEET 05 OF 05 507 BIOFILTRATION TRENCH DETAILS

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LEGEND

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15-001115.19 SOogo -OA Dog No.

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GENERAL NOTES

G1. All WORK TO BE CARRIED OUT IN ACCORDANCE WITH FAIRAELD COUNCIL'S ENGINEERING DESIGN AND ENGINEERING CONSTRUCTION SPECIFICATIONS AND TO THE REQUIREMENTS OF THE CERTIF'IlNG AUTl!ORITY.

G2. INSPECTIONS BY CERT1FYING AIJTliORITY ARE REQUIREO AT THE FOLlOWING STAGES AND THE WORKS APPROVED PRIOR TO CONTINUANCE OF ANY FUTURE WORK:

(A) FOLlOWING INSTALlATION OF EROSION AND SEDII.ENT CONTROL STRUCTURES!t.EASURES.

(B) PRIOR TO BACKFIWNG PIPELINES, SUBSOIL DRAINS AND DAMS.

(C) PRIOR TO CASTING OF PITS AND OTHER CONCRETE STRUCTURES, INCLUDING KERB AND GUTIER BUT FOLlOWING PLACEt.ENT OF FOOTINGS, FORIM/ORK, AND REINFORCEt.ENT.

(D) PRIOR TO PLACEI.ENT OF SUB BASE AND All SUBSEQUENT PAVEt.ENT LAYERS, A PROOF ROLLER TEST OF EACH PAVEI.ENT LAYER IS REQUIRED.

(E) FORt.M'ORKS PRIOR TO POURING CONCRETE IN PARKING AREA FOR FOOTPATH CROSSING AND OTHER ASSOCIATED WORK.

(F) PRIOR TO BACKFILUNG PUBliC UTIUTY CROSSINGS IN ROAD RESERVES.

(G) FINAL INSPECTIONS AFTER All WORKS ARE C~ED AND 'WORKS AS EXECUTED' PIA/IS HAVE BEEN SUBMTTEO TO COUNCIL

G3. NO TREES ARE TO BE REMOVED UNLESS APPROVAL IS GRANTED BY COLINCIL'S LANDSCAPE COIA'UANCE OFFICER OR AS AUTHORISEO BY DEVELOPI.ENT CONSENT.

G4. MI.KE SMOOTH JUNCTIONS WITH EXISTING WORKS.

G5. NO WORK IS TO BE CARRIED OUT ON COUNCIL PROPERTY OR ADJOINING PROPERTIES WITHOUT THE WRITTEN PERMISSION FROM THE OWNER/S.

Ga. VEHICULAR ACCESS AND All UTJ.JTIESISERVICES ARE TO BE MAINTAINED AT All Tit.ES TO ADJOINING PROPERTIES AFFECTED BY CONSTRUCTION.

G7. ALL RUBBISH, BUILDINGS, SHEDS AND FENCES TO BE REMOVED TO SATISFACTION OF COUNCIL'S ENGINEER

Ga. COUNCIL ENGINEERS HAVE DISCRETION TO VARY, AS CONSIDERED NECESSARY, THE ENGINEERING REOUIREI.ENTS IN RESPECT OF A PARTICULAR SUBDIVISION OR DEVELOPI.ENT HAVING REGARD TO THE SITE CONTEXT.

EARTHWORKS

E1. EARTHWORKS ARE TO BE CARRIED OUT TO THE SATISFACTION OF THE COUNCIL UNSUITABLE MATERIALS ARE TO BE REMOVED FROM ROADS AND LOTS PRIOR TO FIWNG. THE CONTRACTOR IS TO ARRANGE AND MAKE AVAILABLE COM!' ACTION TESTING RESULTS FOR All AREAS THAT CONTAIN FILl IN EXCESS OF 200 MM

E2.

E3.

E4.

ES.

E6.

E7.

COM!' ACTION OF EARTHWORKS SHALl CONTINUE UNTil A DRY DENSITY RATIO OF 05% FOR SITE FILUNG AND 100'11 FOR ROAD PAVEI.ENT SUBGRADES HAS BEEN ACHIEVED IN ACCORDANCE WITH TEST t.ETHOO AS1289.5.3.1 OR AS.t289.5.1.1. THE CONTROL TESTING OF EARTHWORKS SHALl BE IN ACCORDANCE WITH THE GUIDEUNES IN AS37i8 'GUIDEUNES ON EARTHWORKS FOR COMI.ERCIAL AND RESIDENTIAL DEVELOPt.ENTS'. WHERE IT IS PROPOSED TO USE TEST METHOD AS128US.1 TO DETERJ.'INE THE FIELD DENSITY, A SAND REPLACEt.ENT METHOD SHALL BE USED TO CONFIRM THE RESULTS.

THE SUITABLE QUAUFIED GEOTECHNICAL ENGINEER SHALl HAVE A LEVEL 1 RESPONSIBILITY FOR All FIWNG AS DEFINED IN APPENDIX 8 AS37i8 'GUIDEUNES ON EARTHWORKS FOR COMI.ERCIALAND RESIDENTIAL DEVELOPI.ENTS', AND AT THE END OF THE WORKS SHALl CONFIRM THE EARTHWORKS COMI'l Y WITH THE REQUIREMENTS OF THE SPECifiCATION AND DRAWINGS SYWRITIEN NOTIFICATION.

IN AREAS TO BE FILLED WHERE THE SLOPE OF THE NATURAL SURFACE EXCEEDS 1M:4(HJ, BENCHES ARE TO BE CUT TO PREVENT SUPPING OF THE PLACED FILl MATERIAL AS REQUIRED BY THE COUNCIL

ALL SA TTERS ARE TO BE SCARIFIED TO A DEPTH OF 50 11M TO ASSIST WITH ADHESION OF TOP SOIL TO BATTER FACE.

PROVIDE MINIMUM 150 MM AND MAXIMUM 300 Mt.l TOPSOIL WITH ON FOOTPATHS, FILLED AREAS AND ALL OTHER AREAS DISTURBED DURING CONSTRUCTION. TOPSOILED AREAS TO BE STABILISED WITH APPROVED VEGETATION A MAXIMUM OF 14 DAYS AFTER TOPSOlUNG AND ARE TO BE WATERED TO ENSURE GERMINATION.

THE CONTRACTOR SHALL CONTROL SEDII.ENTATION, EROSION AND POLlUTION DURING CONSTRUCTION IN ACCORDANCE WITH THE REOUIREI.ENTS OF THE CURRENT EDITION OF 'MANAGING URBAN STORMWATER: SOILS AND CONSTRUCTION' PRODUCED BY LANOCOM

Ea. A MINIMUM 1 t.ETRE WIDE, CONTINUOUS STRIP OF COUCH GRASS SHALL BE PLACEO BEHIND THE BACK OF ALL KERBS AND OTHER CONCRETE STRUCTURES IMI.EDIATELY AFTER THE COMI'LETION OF THE FOOTPATH GRADING OR OTHER ELEI.ENTS AS APPLICABLE, AND SHALl BE MAINTAINED AND REPLACED AS REQUIRED DURING THE CONSTRUCTION MAINTENANCE PERIOD.

CAUBRE CONSULTING GENERAL

CG1. SURVEY SOURCED FROM .SURVEYOR: CAUBRE CONSULTING ~.T.M.: HORSLEY PARK BRICK PLANT· MGA zse, SURVEY DATED 05 JUNE 2013 -IIOUNOARY: X13044.SP1 OATED 03 APRIL2013

CG2. CONTRACTOR IS TO ENSURE THAT All WORKS ASSOCIATED WITH PROPERTY BOUNDARIES ARE TO BE SET OUT OR VERIFIED BY A REGISTERED SURVEYOR

CG3. PIPES UP TO 7500 SHALl BE CONSTRUCTED WITH SPIGOT AND SOCKET RUBBER RING JOINTS AND BE OF FIBRE REINFORCED CONCRETE WHICH SHALl CONFORM RESPECTIVELY TO THE REQUIRft.ENTS OF AS 4139 AND AS 40SS. WHERE FIBRE REINFORCED CONCRETE PIPES ARE TO BE USED. A PROPRIETARY COLLAR IS TO BE APPUED OVER THE PIPE JOINTS.

CG4. PIPES GREATER THAN 7501il ARE TO BE CONSTRUCTED FROM SULPHATE RESISTANT CEt.ENT.

STORMWATER

51. All PIPES TO BE SPIGOT AND SOCKET, RUBBER RING JOINTED.

52. All LONGITUDINAL Pf>EUNES IN ROADS MUST BE LOCATED UNDER KERB AND GUTIER AND BE BACKFILlED WITH APPROVED GRANULAR MATERIAL UNLESS OTHERWISE APPROVED BY THE COUNCIL ENGINEER

S3. DRAINAGE UNES MUST BE BACKFILLED WITH APPROVED GRANULAR MATERIAL IN TRAFFICABLE AREAS. THREE (3) t.ETRES OF SUBSOIL DRAINAGE WRAPPED IN GEOTEXTILE STOCKING MUST BE PROVIDED TO All DOWNSTREAM PITS.

Sol. ALL GULlY PITS TO COUNCIL'S STANDARD AND UNTELS CENTRALlY PLACED AT SAG PITS.

SS. ALL PITS MUST BE BENCHED AND STREAMLINED. PROVIDE SL72 REINFORCEt.ENT AND GALVANISED STEP IRONS IN All PITS OVER 1.2-METRES DEEP AS MEASURED FROM THE TOP OF GRATE TO THE INVERT OF THE PIT.

SS. CONCRETE IS TO HAVE MINIMUM COMI'RESSIVE STRENGTH OF 32MI'A AT 2S.OAYS UNLESS OTHERWISE APPROVED BY THE COUNCIL ENGINEER

57. All iNTERALlOTt.ENT DRAINAGE MUST HAVE A MINIMUM PIPE DIAI.ETER OF 150 MM AND A MINIMUM GRADE OF 1% UNLESS OTHERWISE APPROVED BY THE COUNCIL ENGINEER.

sa. ALL INTERALlOTt.ENT DRAINAGE UNES MUST BE LAID CENTRALLY WITHIN DRAINAGE EASEI.ENTS. INSPECTION PITS MUST BE PROVIDED AT All CHANGES OF GRADE AND DIRECTION.

59. INTERALlOTt.ENT DRAINAGE UNES MUST BE INSTALLED AFTER SYDNEY WATER SEWERAGE LINES HAVE BEEN INSTALLED WHERE SEWER IS PROPOSED ADJACENT TO INTERALlOTt.ENT DRAINAGE UNES.

S10. t%AEP OVERLAND FLOW PATHS MUST BE FORI.ED AND SHOWN ON WORKS AS EXECUTED' DRAWINGS.

S 11. All PIA/IS (BOTH DESIGN AND WAE) ARE TO CLEAAL Y DEUNEA TE THE EXTIENTA.OCA TION OF FLOOD UNES INCLUOINGTHE5%AEP, 1%AEPANDPMF.

512. ADEQUATE PROVISION IS TO BE MADE TO PREVENT SCOURING AND SEOII.ENTATION FOR ALL DRAINAGE WORKS IN ACCORDANCE WITH COUNCIL'S REQUIREI.ENTS.

513, PIT UNTELS ARE TO BE STENCILLED WITH APPLICABLE DISTINCTION STENCIL AVAILABLE FROM COLINCIL

514. CATCH DRAINS MUST BE CONSTRUCTED AS REQUIRED BY THE APPROVED PLANS OR THE PRINCIPAL CERTIFYING AUTHORITY.

SI S. SOIL AND WATER MANAGEI.ENT PLANS ARE TO BE PREPARED FOR All DISTURBED SITES AND ADHERED TO AT ALL TII.ES DURING THE CONSTRUCTION AND MAINTENANCE PERIODS.

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DESCRIPTION

STORMWATER PPEUNE

STORMWA TER DRAINAGE PITS

DRAINAGE UNE No. 3 DRAINAGE PIT No. 10

CONCRETE HEADWALl

SUBSOIL DRAIN

150mm KERB AND GUTTER

ROLl KERB AND GUTIER

KERB ONLY

EDGE STRIP

MOUNTABLE KERB

DISH CROSSING

VEHICULAR CROSSING

PEDESTRIAN RAMI'

EDGE OF BITUI.EN

ROAD PAVEMENT

BENCHMARK

BATTERS

CONCRETE PATHWAY

CONTOURS

SITE REGRADING AREA

SERVICE UNES SEWER. GAS, WATER. ELECTRICITY

COMMUNICA noN UNES ffiSTRA, FIBRE OPTIC

OVER HEAD UNES AND POLES

SERVICE PITS TELECOM PIT, ACCESS CHAMBER, HYDRANT, STOP VALVE, AIR VALVE

UMIT OF ROAD CONSTRUCTION

UMIT OF STAGE

FENCE POST AND RAIL FENCE SECURITY FENCE

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SEDIMENT & EROSION CONTROL NOTES 1. THE CONTRACTOR SHAlllt.f'!.E~NT All SOl. EROSION AND SEDIMENT

CONTROl MEASURES PRIOR TO THE Ccu.£NCE~NT OF ANY WORl<S BEING CARRIED OUT. All SOIL AND EROSION MEASURES SHAll BE MAINTAINED AND KEPT IN PlACE FOR THE FUU DURATION OF THE WORl<S AND SHAU 0N1. Y BE REMOVED AT FINAl. STABIUSAllON OF THE WORl<S. 'II/HERE IT IS NECESSARY TO UNOERTAXE STRPPING IN ORDER TO CONSTRUCT A SEDI~NT CONTROL DEVICE ONlY SUFFICIENT GROUND SHAll BE STRIPPED TO AUCNI CONSTRUCTION.

2. All SOIL EROSION AND SEDI~T CONTROL MEASURES SHAll BE CONSTRUCTED AND MAJNTAINED AS INOICATED ON THESE ORA WINGS. LOCA 1lON AND EXTENT OF SOil AND WATER MANA~NT DEVICES IS DIAGRAMM nc ONI. Y AND THE ACTUAl REOUIRE~NTS SHAU BE CONFI~D ON SITE PRIOR TO COI.&£NCE~NT.

3. CONFORMITY WITH THIS PlAN SHAU IN NO WAY REDUCE THE RESPONSIBIUTY OF THE CONTRACTOR TO PROTECT AGAINST WATER DAMAGE DURING THE COURSE OF THE CONTRACT. IT SHAU BE THE CONTRACTORS RESPONSIBIUTY TO ENSURE THAT ANY NECESSARY CONTROL IS IN PlACE EVEN THOUGH SUCH CONTROL MAY NOT BE SHOWN ON THE PlAN.

4. THE CONTRACTOR SHAll INFORM AU SUBCONTRACTORS AND AU Et.II'LOYEES OF THEIR RESPONS181unES IN t.IINIMSING THE POTENnAL FOR SOIL EROSION AND POUUnON TO DCNINSTREAM AREAS

5. APART FROM SEDI~ BASINS, THE CONTRACTOR SHAU REGULARLY MAJNTAIN SEDI~ AND EROSION CONTROL STRUCTURES AND DESil T SUCH STRUCTURES PRIOR TO THE REDUCTION IN CAPACITY OF 30% DUE TO ACCUI.M.ATED SEDIMENT. THE SEDI~NT SHAll BE DISPOSED OF ON SITE IN A MVINER APPROVED BY THE ENGINEER.

e. THE CONTRACTOR SHAU TEI.f'ORARII.Y REHABliTATEWITHIN TEN (1D) DAYS ANY DISTURBED AREAS PROVIDING A MNI!IJM eo% COliER. FINAl. REHABUTAnON IS TO BE PROIIIDED WITHIN A FURTHER eo DAYS '1\'!TH A MNtMUM 7D% COliER. SEED MXTURE FOR RESERVES, FOOTWAYS AND EMBANK~NTS, EARTH DRAINAGE CHANNELS AND 'II/HERE OTHERY.1SE DIRECTED.

SPRING/SUMMER SEED MXTURE: JAPANESE MUET • 24kgolla 'MMMERA RYEGRASS. 8kgolla RED CLOVER Sltgolla '11/HITE CLOVER Stgolla COUCH UNHUUED· Stg.!lo COUCH HUUED ~.!la

7. THE CONTRACTOR SHAU PROI/IOE WATERING OF THE VEGETATED BATTERS FOR MAINTENANCE PERIOD. PlANT, MACHINERY AND VEHIClES SHAll NOT BE DRIIIEN OllER GRASSED AREAS UNlESS ON AN APPROVED HAULAGE ROUTE.

I . AU DRAINAGE WORKS SHAll BE CONSTRUCTED AND STABIUSED AS QUICKLY AS POSSIBlE TO t.IINIMSE RISK OF EROSION.

g, SITE ACCESS SHAU BE RESTRICTED TO THE NOMINA TED POINTS. THE CONTRACTOR SHAU PROVIDE STABIUSED SITE ACCESS.

10. DUST AND SITE DISTURBANCE MUST BE KEPT TO A l.tNIMUM DURING WINDY WEATHER. lARGE. UNPROTECTED AREAS MUST BE KEPT MOIST (NOT WET) BY SPRINKUNG WITH WATER TO REDUCE WINO EROSION. ERECT BARRIER FIENCING TO l.tNIMSE lAND DISTURBANCE BY PREVENnNG VEHICUlAR AND PEDESTRIAN ACCESS TO AREAS BEING REHABILATATED AND lANDS THAT 00 NOT NEED TO BE DISTURBED BY THIS PROJECT.

11. STOCKPilE TOPSOILS, SUBSOilS AND OTHER MATERIALS SEPARATElY.

12. TOPSOIL SHAU BE STORED IN lCNIIAOUNDS NO MORE THAN 2 ~ES HIGH AND RE-USED WITHIN TWO MONTHS TO MAINTAIN ACTIIIE POPULA nONS OF BENEFICIAL SOIL MCROBES AND SEED.

13. PlACE ALL STOCKPilES AT lEAST FIIIE ~ES FROM AREAS OF UK ELY CONCENTRATED OR HIGH VELOCITY FLOWS, ESPECIAU Y EARTH BANKS AND ROADS. IF NECESSARY, EARTH BANKS OR DRAINS Will BE CONSTRUCTED TO DIVERT lOCAUSED RUN-ON.

14. TURN TOPSOIL STOCKPilES OllER TO AERATE THEM AT UONTHL Y INTERVALS. ENSURE VEGETAllON IS NOT INCORPORATED INTO THE SOIL

15. AVOID REVERSING THE SOil PROFilE MATERIALS DURING Fill OPERA nONS· REPlACE DISTURBED SOilS IN THEIR ORIGINAL ORDER.

16. ON COt.ll'lETION OF MAJOR EARTHWORl<S AND BEFORE ADDING TOPSOIL LEAliE DISTURBEO lANDS WITH A LOOSE SURFACE. ALTERNATELY, DISTURBED AREAS PREVIOUSlY COt.II'ACTED BY CONSTRUCllON WORl<S WIU BE RIPPED TO MORE THAN ~ALONG THE CONTOUR BEFORE APPl YlNG TOPSOIL

11. PROVIDING MATERIALS ARE AVAilABlE. SPREAD TOPSOil TOAMNIMUM DEPTH OF 7Smm IN REVEGETA nON AREAS ON SlOPES OF 4(H): 1M OR lESS AND TO A DEPTH OF 40 TO 110mm IN REVEGETAnON AREAS STEEPER THAN4:1.

18. LEAliE TOPSOIL IN A SCARIFIED OR ROUGH CONDinON ONCE REPLACED TO HELP MOISTURE INFilTRAllON AND REDUCE SOIL EROSION.

1g. ENSURE SOil IS THOROUGHLY SOAXED TO A DEPTH OF 7Smm (RAIN OR IRRIGA llON) IMMEDtA TELY BEFORE PLANnNG.

21. THE CONTRACTOR SHAll MAJNTAIN A LOG BOOK OETAIUNG: • RECOROS OF All RAINFAU • CONOinON OF SOl. AND WATER MANAGE~NT STRUCTURES · ANY APPUCA TION OF FLOCCUlATING AGENTS TO SE~NT BASIN • VOt.U~S OF All WATER DISCHARGED FROM SEDI~NT BASINS • ANY ADDinONAI. REMEDIAL WORKS REOUIRED.

22. THE LOG BOOK SHAU BE MAJNTAINED ON A WEEKLY BASIS AND BE MADE AVAilABlE TO ANY AUTHORISED PERSON UPON REOUEST. THE ORIGINAL LOG BOOK SHAU BE ISSUED TO THE PROJECT MANAGER AT THE COM'l.ETlON OF WORKS

23. AU ROAD Et.eANK~NTS TO BE STABIUSED AS PER lANDSCAPE ARCHITECTS DETAilS.

24. A SELF AUDinNG PROGRAM SHOUlD BE ESTABUSHED BASED ON A CHECK SHEET DEVElOPED FOR THE SITE. A SITE INSPECnON USING THE CHECK SHEET SHOUlD BE MADE BY THE SITE MANAGER AT LEAST WEEKLY, lt.tJEDIA TELY BEFORE SITE CLOSURE AND IMMEDIATELY FOUOWING RAINFAU EVENTS THAT CAUSE RUNOFF.

25. UNDERTAKE THE SELF AUDIT BY: • WALKING AROUND THE SITE SYSTEMATICAllY (E.G. CLOCKWISE) • RECORDING THE CONDITION OF EllERY Bt.ll' E'-"'.OYED • RECORDING MAJNTENANCE REQUIRE~NTS ~F ANY) FOR EACH Bt.ll' · RECORDING THE SITE 'II/HERE SEDt~NT IS DISPOSED • FORWARDING A SIGNED DUPUCA TE OF THE COM'lETED CHECK SHEET TO THE PROJECT MANAGEIOOEVELOPERISITE OPERA TOR FOR THEIR INFORMAllON

2$. IN PARTICULAR. INSPECT: • LOCA TlONS WHERE VEHIClES ENTER AND lEAVE THE SITE ·AlliNSTAUED EROSION AND SEDIMENT CONTROL ~SURES, ENSURING THEY ARE OPERA nNG CORRECTlY ·AREAS THAT l.tGHT SHCNI WHETHER SEDI~NT OR OTHER POUUTAHTS ARE lEAVING THE SITE OR HAllE POTENTIAL TO DO SO ·All DISCHARGE POtHTS, TO ASSESS '11/HETHER THE EROSION AND SE~NT CONTROL MEASURES ARE EFFECnVE IN PREI/ENTlNG lt.II'ACTS TO THE RECEMNG WATERS

27, A SITE IN SPEC nON USING THE CHECK SHEET WIU BE MADE BY THE SITE MANAGER AT lEASTWEEKLY, IMMEDIATELY BEFORE SITE ClOSURE, AND IMMEDIATELY FOUOWING RAINFAU EVENTS GREATER THAN Smm IN 24 HOURS.

SfED AND FERTJ.JSER SOWN AT SPECiflED RATE DIRECTlY INTO TOPSOL OR BROADCAST ON SlllFACE AND HARROW INTO SOl.

UNCOt.PACTEO CONOillON SlllFACE IIUI.CHING CAN IM'ROVE \ GERMNATIONANDESTABUSHIIENT

SEED9ED S\1\FACE l£FT IN ROUGitENED \

"- \ WliU PROTECnNG Tl£ SOil SURFACE

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RF TO A DEFTH OF lOO I.IMWHEREA COt.PACTEO lAYER OCCURS

CONSTRUCTION NOTES:

TOPSOI. DEPTH. 75 ..,. ~ IF SlOPES FLATTER TIWf <(H) 1M40""' T060""' IF SlOPES STEEPER TIWf <(H) 1M SPECIALJSfD TECHNIOUES REOIHD F SlOPES STEEPER TIWf 2(H) 1M

I. LOOSfN COt.PACTEOSOI.BeFORE SOWING ANY SEED. If NECESSARY, RIP THE SOL TO A DEPTH OF lOO ""'J>.VOID ROTARY IIOE CI.Ul\IATION. 2. WORK THE GROUND ONlY AS MUCH AS NECESSARY TOACitE\IE Tl£ DESIRED Tl.THAND PREPARE A GOOO SfEDBED. l . AVOIO CUUI\IATION IN VERY WET OR VERY DRY CONDITIONS. 4. C1.1.T1VATE ON OR CLOSE TO THE CONTOUR WHERE POSSIBLE. NOT UP AND DOWN THE SlOPE.

SEEDBED PREPARATION so 7-1

CONSTRUCTION NOTES: I PLACE STOCKPilES l.ilRE ~ 2 iPREFERA8l Y 511.ETRES FROIA ElQSTlNG VEGETA T10N.

CONCENTRATED WATER FlOW, ROADS ANO HAZARil AREAS. t CONSTRUCT ON THE CONTOUR AS lOW. FlAT,B.ONGATED I.IOI.f()S. l WHERE TlDf IS SIJFACiefT AREA. TOPSOil STOCKPilES SIWJ. BE l£SS THAN 2 IIETRES IN HEIGHT. ' · .11.1. STOCICPI.fS ARE TO BElOCATEOANOPLACEO IN ACCORDANCE WITH THE COHTRACTOR'S

EROSION AND SfDIIIENT CONTROl PIAN. 5. WHERE STOCI<PUSARE TEM'ORARY (<141lAYSI NO STA81USAT10N ISRECKHD. REVEW THE

fDEaJA(;( OF sa.ENT CONTROlS F RAIIIFAU. IS PREDICTED. f WHE.RE STOCKPlES ARE TEt.PORARY (<I< DAYS) THE FOUOWI<G ADOfTlOHAL CONTROlS ARE

REOUREil' oA4AXNJiol BATTER SlOPE REDUCED TO 14 .CONSTRUCT A CONTOUR llRAIH ON Tl£ lOW SllE OF THE STOCICPI.f, AND DISCHARGIIG ~OIJ<llt A STRAW BALE OR 200mm ltGH GRAVS. DAiol .£STMUSHGRASS Covat TO SURFAG£ OF STOCI<Pt..E 'MT!tf< 14 DAYS. USING I!YOROioUCHWITHA 75 25 MX OF SEASOIW. AND PER !WENT GRASS SEEDS. AND A STRAW IIUI.ai THICKNESS OF NO l£SS THAN Smm.

7. CONSTRUCT EARTH BANKS (STANDARD IJRAWING s-6) ON Tl£ UPSlOPE SIDE TO DIVERT WATER AROUND STDCKPLES AND SEDINENT FENCES (STANDARD DRAWING H ) I TO 211ETRES DOWNSlOPE.

STOCKPILES SD4-1

CONSTRUCTION NOTES: I. INST.IU. A 400 ""'MNIWM WilE ROll OF TURF ON THE FOOTPATH hEXT TO THE KERB ANOATTHE SAllE lEVEl AS THE TOP OF Tl£ KERB. H AY I .• IIETRELONGlU!F STRI'S NORLIAI. TOT!£ KERB EVERY 10 I.£TRES. l. REHASUTATE DISTURBeD SOL BEIINO Tl£ TIJRF STRI' FOllOWING THE ESCPISwt.f'.

KERBSIDE TURF STRIP so 6-13

SWACE STAil.ISATION ..

TOPSOil DEPTH. 7S IMI MN. IF BATTER FlATTER THAN 4(H).1M 40 ""'TO 60 ""'IF BATTER STEEPER THAN '(H).IM SPECIAUSfD TECHMOLES REO\HD If BATTER SlOPES STEEPER THAN 2(MPM

CONSTRUCTION NOTES: I. SCARIFY THE GROUND st.WACE ALONG Tl£ UNE OF Tl£ CONTOUR TO A DEPTH OF 50""' TO 100""' TO BREAK UP ANY HARDSETT1NG st.WACES AND TO PROVIDE A GOOO IIOHO IIETVEEN THE RESPREAD IA<TERIAL AND SUSSOL t ADO SOl. AIIElJORANTS AS REOIHD BY THE ESCP OR SW!oP l . RFTOA DEFTH OF lOO .,.F cot.PACTED lAYERS OCCUR. ' · WHERE POSSB.£, REP\ACE TOPSOL TO A DEFTH OF CO T060,.. ON lAHOS WHERE Tl£ SlOPE EXCEEDS <(H) IMAIIOTOAT LEAST 7S "'"'ON LOWER GRAOIENTS

REPLACING TOPSOIL SD4-2

GEOT'EJCILEFABRIC DESIGNED TO EXISTING ROADWAY PRE'1ENT INT8!MXING OF SIJ9CIWlE ANO BASE W.TERIALS ANO TO IWNTAJN GOOO PROPERTES OF Tl£ sue.BASf lA~S GEOFABRIC W.Y Be A WO\IEH OR I&DIE~OPROOUCT WITH A .......,.. CIIIB\1\ST STRENGTH (AS370l."80) OF 2500 N

CONSTRUCTION NOTES: I. STRIP Tl£ TOPSOf.,l£\'8.. Tl£ SIT£ ANO C-ACT Tl£ SUIIGAADE. 2. COVER THE AREA WITH I&Dle.I'UNCI£0 GEOTEXTU. 1 CONSTRUCT A 200 mm TIICK PAD OVER Tl£ CEOTEXTI.E USING R<Wl BASE OR 30 1.111 AGGREGATE. ' · EHSlllE Tl£ STRUCTURE IS AT l£AST IS IIETRES lONG OR TO 8UlDINGAUGI'IIIE.NT ANOATLEAST li.£TRES WIOE. 5. WIIE.RE A SEDMNT FEJICE JOINS ONTO THE STABUSEDACCESS, CONSTRUCT A HUM' INTI£ STABIUSfD ACCESS TO OIVERT WATER TO Tl£ SEI*EIIT FENCE

STABILISED SITE ACCESS so 6-14

l£\'8.. SPREADER (OR SU)

~~ Cf ~SN.AREA CONSTRUCTION NOTES: SECTIONM ·· ·~~ I. CONSTRUCT AT Tl£ GRAOIENT SPECFEO ON Tl£ ESGP OR Swt.f' ,NOIUIOUY BETVEEN I AN05 PERCENT 2. AVOIIJ RB«MNG TREES AND SlfW8S F POSSIBLE· WORK AROUND Tl£1l l . ENSI.flE THE STRUC,_SARE FREE OF PROJECTlONS OR OTHER -G\AARmES THAT COWl IM'EOE WATER FlOW . 4. 1MlD Tl£ DRAINS 'MTlt CIRCI.UR. PARAIIOUC OR TRAFEZ<lllAl CROSS SEalONS. NOT V.s!W'ED, AT Tl£ DNNSIONS SHOWN ON Tl£ SWM'. 5. ENSlllE THE BANKS ARE PRDPERL Y COW ACTED TO Pf!E'IENT FAI.URE. S. COM'tEI'E PElUWENT OR TEiof'ORARY STABIUSATION WITitH 10 DAYS OF CONSTRUCTION FOllOWING TAIIlE 5.21N LANDCOU (2004~ 7. WIERE DISCHARGIIG TOfROOIBlE lANDS, EHSI.flE THEY 0111\ETTHROUGH A PROI'ERY CONSTRUCTED lEVEl SPREADER I. CONSTRUCT Tl£ lEVEl SPREADER AT THE GRADENT SPECIFED ON Tl£ ESGPOR SWt.P,NORLW.l.Y l£SS THAN 1 PERCENT OR lEVEL 9. WI1ERE POSSISI£, ENSlllE THEY DISCHARGE WATERS ONTO 8TtiER STABUSfO OR UNDISTURBeD DISPOSN. SITES WITHIN Tl£ SAllE SUBCATCHIIE.NT AREA FROU WitCH THE WATER ORIGIHATED. />I'PR<YVAL MIGHT Be REQUIRED TO DISCHARGE INTO OTHER SUBCATCMIIENTS.

EARTH BANK (HIGH FLOWS) SD5-6

~~F1e::trcn ~FIRST STAXE ' • T~PREVfouSIALi

SfCTIONM

WATERWAY

EXCAVATION

EAATH BANK C::------? ... ____ ...

FOR DROP INI.EIS AT NON-SAG POINTS, SANDeAGS, EARTH BANK OR EXCAVATION USED TO CREATE ARnACIAI. SAG POINT

GEOTEXTl.E ElolllEDDED 150 !.1M INTO GROUND

CONSTRUCTION NOTES: I . FABRICATE A SfOIIAENT BARRI£RioWle FROMGEOTEXTU OR STRAW BALES. 2. FOllOW STANDARO ORAWING&-7 AND STANDARD ORAWING H FOR INST.IU.ATIOHPROCEDURES FOR Tl£ STRAW BALES OR GEOFABRIC.REDUCE THE PICKET SPACING TO I I.£TRE CENTRES. l . IN WATERWAYS, ARTlflCIAI. SAG POINTS CAN BE CREATED WITH SANOBAGS OR EARTH BANKS AS SHOWN IN Tl£ ORA WING. 4. DO NOT COVER THE H.ETWITH GEOT'EJCILE UNI.£SS THE DESIGN IS ADEQUATE TO.IU.OW FOR.IU. WATERS TO BYPASS IT.

GEOTEXTILE INLET FILTER

U MSTARPICI<ETSAT MAA.2.SMCENTRE

so 6-1 2

ON SOl.. 150nn X 100mm TREHCM 'MTlt COt.PACTED BACKFU

OISTURBEDAREA ~:CE~~ro

.UNDISTURBED"AREA•

DIRECTION OF FlOW SfCTlON DETAIL ..-

STAR PICKETSATMAXIWM 7.S!oiSP~

NT FENCES AS CLOSf AS POSSIBl£ TO BEING PARALLB. TO Tl£ CONTOURS OF RETURNS AS SltOWIIIN Tl£ DRAWIIG TOIJI.fT THE CATCIHNT AREA OF

CATC-NT AREA SltOIA.O BE SLIAI.l ENOUGii TO lMT WATER FlOW F POINT TO 50 UTRES PER SECOND IN THE DE SIGH STORI.I E'IENT, USUAU. Y Tl£

NCH ALONG THE UPSlOPE IJE OF Tl£ FENCE FOR THE BOTIOM OF Tl£

I. CONSTRUCT THE STRAWBALEFI.TER ASCLOSf AS POSSII!lETOBef<GPARAI.LEl TO THE SEDIMENT ENCE so 6-8 OURS OF 'Alii liiJR:-. - - - _;_:;;_.;_;,;:.._;_;_;,;;;~,;...;;., __ .., __ ===~~=-.:..:=---------------------------..:_::_::_:::-'

t PlACE BALES lENGTHWISE IN A ROW WITH ENOS TIGifll. Y ABUTTING. USE STRAW TOFU AHf GAPS BETVoeN BALES. STRAWS ARE TO BE PlACED PNWJ..El TO GROUND. 3. ENSURE THAT Tl£ IWOI.IJM HEIGHT OF THE FI.TER IS ONE BAl£. ' · ElolllED EACii BALE IN Tl£ GROUND 7S""' TO 100 nnANOANCIIOR WITH TWO 1.2 t1ETRE STAR PICKETS OR STAKES. AN<U THE ~ST STAR PICKET OR STAXE IN EACH BALE TOWARDS THE PREVIOUSLY lAID 8Al£.0Rl\IE THEMIOO -INTO THE GROIJII)ANO, IF POSSIBLE. FlUSII WITH THE TOP OFT!£ BALES. WHERE STAR PICKETS ARE USED AND THEY PROTRUOE ABOVE THE BALES, ENSURE THEY ARE FITTED WITH SAFETY CAPS. 5. WHE.RE A STRAW BALE FI.TER IS CONSTRUCTED OOWIISI.OPE FRO.O A DISTURBED BAllEJI. ENSIH THE BALES ARE PlACED I TO 2 IIETRESOOWIISlOPE FROM THE TOE. ' · ESTASlJSIIA I.WNTEIWfCE PROGRA.II THAT ENSURES THE INTEGRITY OFT!£ BALES IS RETAI£0· THEY COU.D RECIUIRE REPlACEIIENT EACH TWO TO FOUR IIOHTHS.

STRAW BALE FILTER SDS-7

1.-- - ---2 METRES MN----~ NOTE OII.Y TO BE USED AS TEM'OfWtf BANI< WHERE MAXNJM UPSlOPE l£NGTH IS 10 IIETRES.

CONSTRUCTION NOTES: I.IMlD WITH GRADIENTS BETVEEN I PERCENT ANOS PERCENT. 2. AVOIIJ RE1.10V!NG TREES AND SlfMIS F POSSI8l£ ·WORK AROUNO Tl£1l 3. ENSIH Tl£ STRUC,_S ARE FREE OF PROJECTlONS OR OTHER IRREG\AARmES THAT COU.D IM'E!IE WATER FlOW. ' · 81JlD THE DRAINS WITH CIICUINI. PARA80UC OR T1W'EZQilAl CllOSS SfCTlONS, NOT V SHAPED. 5. ENSURE Tl£ BANKS ARE PROPERlY COM' ACTED TO PRE'ICNT FAI.URE. f . COI.I'lETE PERMANENT OR TEt.PORARY STABUSAT10N wmtN 10 DAYS OF CONSTRUCTION.

EARTH BANK (LOW FLOW) SD5-5

~ ~ FOR DEVELOPMENT APPLICATION s~:t==~==!=~==~==~======================================:I--------------------------------------~r~~·~··;.-~~~~~·~;;~;;~;;;;;;~~r~~;·~b~~~·~~:-----~~~------------~~::~~~~==~----------------li~-=~~~~;;~~::~~~--::r~~~n~-~~;:::~~~~==~~~~~~ Is .IU.DIIIENSIONSToeecHEcKEDONSIIEBYCONTRACTOR BY. sTuART GREEN ~ SEDIMENTATION AND EROSION ~ i PRIORTOCONSTR\JCTION.USEMIITTENDIIIEHSIONSOII.Y. F'EAI.ol~ CSR LIMITED '----~ "' 02 DC LF CK SAG OS»7M RE~SStA;FORDEVB.a>MEHTAPPUCATlOH :T~:S:TRUCTJONUNl£SSSTAM>EDBYCERI'FY1NG SIGH~·~Dw..,.,._ Pl<ljoct calibre CONTROL DETAILS ;; 01 DC lf CK SAG 77Wif ISSlEFORDEVB.OPIIENHI'PUCAllON AUTHORITYORUIUSSOTHERWISCNOTED f!-- CSR HORSLEY PARK i 1ft DC lF CK SAG 2CA>OIIf -f~·v ' No, Stogo. ~ ~ ""'"- Revision Details om BIO-FILTRA TION TRENCH AND DRAINAGE SWALE @2015 CONSUlTIN<;..---... 15-001115.19 -DA

Dog No.:

102 -02

-----------, \

\ ' ' '

NOTES

' ' ' ' ' \ \ ' ' ' ',\

\ ' ' ' ' ' ' \

' ' \ ' ' \

1. CONTRACTOR TO ENSURE EJIISTlNG MONITORING WEUS ARE PROTECTED DURING THE COURSE OF CONSTRUCTION.

LEGEND

-+-+-

~ ~

EXISTING BIQ.fJLTRATION TRENCH

PROPOSED BIOfiL TRA OON TRENCH (REFER TO ENVIRONMENTAL CONSULTANT REPORT DL3109_S004808 JULY 2018 REV 1.2)

EXISTING BIQ.fJL TRA TION TRENCH CIA Y CAP AREA (0.5m)

FLOW PATH

CATCH DRAIN/ DIVERSION BUND

SMf>UNGWEU

TREES TO BE RETAINED (AU. TREES v.mi LANOFU ZONE TO BE RETAINED) NO TREES TO BE RB.«>VED UNlESS INSTRUCTED BY THE SUPERINTENDENT AFTER APPROVAL FROM COUNCIL

EXISTING CONTOUR (ORIGINAL NATURAL SURFACE)

PROPOSED CONTOUR

PROPOSED LANDAU. WORKS

INDICA nvE LANDAU EXTENTS

~ ~ ~ NEARMAP IMG DATED: 26.02.2016

i ! 1~-r-+-+-+--+-----------------------_, ~ a: 01 DC LF CIC SAG !Mini RE-ISSUE FOR OEVB.OPIEHT API'UCAllOH ~ 01 DC CIC SAG 27o01116 ISSUEFOROEVB.OPIEHTAPPUCAllOH

Revision Details

. J ,,.·· ,.. ..

T T \ \ \ \ \ \ \ \

,.. . .,-·· .~·· ,..

EXISTING STORMNATER SYSTEM. REFER TO CAUBRE PlANS 15-001115.12 FOR DETAILS

AU DISTURBED AREAS TO BE STABIUSED (INCLUDING BUND & SWALE)

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i! 01 DC LF CK SAG 27~M ISS~FOODEVELOPMENTAI'Pl.ICATION AUTHOOITYOOUNI.ESSOTHERWISENOTED '{)k CSR HORSLEY PARK : = 1~ ~ !,. ~- 2~6 Revision Details DATE: -{II\ • 810-FIL TRA TION TRENCH AND DRAINAGE SWALE CONSULTING

Project No.:

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DA 501 02

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I riA 7 OCT 2016 COUNCIL S REFERENCE NUMBER I D 4-31· \ ) fi? ~& • .· fu NOT AN APPROVAL TO ERECT/CL. ' !... ISH A

BUILD:i .. UNDER SECTION 77 OF THE ENVIRONMENTAL

--- PL ANNII'+G AND ..>E.SSMENT ACT;.JJU..9, AS AMENDED. ----------- -- - --~'' --------- ~;::- --- Sit :-· , ::r------- ,:- !"--. Cl~ - . ----- ~ -~ "') - -- . - -:-":" __ ---- --- --------- --: --------- ·-

Do\TIJURL 7l Do\TVIIR.LIO Do\TVIIRJ..I7 Do\TUURL II Do\TUIIRLI7

W.A.E. W.A.E. W.A.E. W.A.E. W.A.E. LEVEL LEVEL LEVEL LEVEL LEVEL DESIGN DESIGN DESIGN DESIGN DESIGN LEVEL ~Ill :;! :; ~:a~ LEVEL

;!;;! ~;::, :£~:£ LEVEL ::::a :Sill ~~~ LEVEL &;~:? Ill ~~~ LEVEL 1:;:5!:5! 8: i;le~ :II :8 :11:8 ::sa ;&ill ¥!;& ;&¥!;& i<li<l 1:11:: ~:;;~ a;;; ~ ~~~ ~a a I!! ~~~

CAPPING CAPPING CAPPING CAPPING CAPPING INVERT ~~~ INVERT :£:£:£ INVERT !Hl l<l INVERT ~~;t INVERT ~:;;:o

~~:2 :;j:;j:;j ~ ~ ~ ;:!:!1!! 1!~1!

TRENCH ~

TRENCH TRENCH TRENCH TRENCH INVERT INVERT "' INVERT ::> INVERT Ill

::: ;! ;:: ~ INVERT EXISTING EXISTING EXISTING . ~ ~ ~ N

EXISTING EXISTING LEVEL ~ $ Q :; 'lj!'fJ:I LEVEL

;&I;; :g;:: ;;;!ill!: LEVEL l':l!ll LEVEL ~~~ Ill ~::~~

LEVEL :om :it 8: f::i~· :8 iii iii iii :s:s:s ;&;& ;&;& ;:&;:&;:& 1:11:: i<li<l ~~~ li!li!li! ~ ~~~ ~~f! I!! ~~~

OFFSET :; ;; i;;!j! ~8:Z OFFSET !Ill<: ~~ ~8~ OFFSET ~~ illS :;g~ OFFSET !'ll':l;;; :s <l8 Cl OFFSET ;:::as i!i Sg~ 0 ~<:~~ ~ " .. .,. .. '>oo .. .,. .. .., '> oo .... '>oo . ' . '>oo '>oo

CH 220 CH 260 CH 300 CH 340 CH 380

-------- --------- - ------ ~ -- -~ ...... _ ---------- ------ ~ -~ --- ---- ---- -------

:""'

Do\TVMR.L 74 Do\TVMRJ..71 Do\TVMRJ.. st Do\TUU R.U7 Do\TUIIR.LU

W.A.E. W.A.E. W.A.E. W.A.E. W.A.E. LEVEL LEVEL LEVEL LEVEL LEVEL DESIGN DESIGN DESIGN DESIGN

~ DESIGN

LEVEL ~!;: ~8 :S!l l<l:S:S LEVEL ;1;<5 <51;! ~ :g ~ LEVEL ~8 0 ~ ~21! LEVEL ~1!1! lti:R:R LEVEL :01:11:1 ~ ~;;; :Ill:; :D~ ~~ ~~:D :Gill :II ill ~~:2 :;!;& ;:&:;! :;j:;j:;j ~ ~ ~ 2 222 222 ~ ~1!1!

CAPPING CAPPING CAPPING CAPPING CAPPING INVERT !l:S :Si!l:S INVERT ~~~ INVERT ::::::::: INVERT 5!5!5! INVERT

:q:q:q :Sill iii:S:S ;:&;:&;& ~~~ ~R!~ ;:::f;:;:::

TRENCH TRENCH TRENCH TRENCH TRENCH INVERT 'i INVERT ~ INVERT 2 INVERT !;I

INVERT s I!!

EXISTING EXISTING EXISTING EXISTING ~

EXISTING LEVEL 8:8 88 88 888 LEVEL

;:~;:;; Iii:<! :a :a :a LEVEL ~:;;; :SR ;:!~!!: LEVEL

:::;s:;; ~~s:: LEVEL ~:;!:<!

:8:0 :0:0 ~ ~ :0:0:0 ¥JIG ~~ :G¥J~ :;!:;! :3:3 g~:;; ;;;a 2 2 2 2 2~~ ~ ~:!:'!

OFFSET ;!;! . ~ . ~ ~~~

OFFSET :l:g ~ ~ ~8:J OFFSET ~:a :<18 :g:; OFFSET ~~s :lgQ OFFSET ;!ill! $'1 :C:g::;: - 0 ~ N-.... .. .. .,. ... .,.., '?oo .. .,. ..... '>oo .,. '>oo . .. -; '>oo

CH200 CH240 CH 280 CH 320 CH 360

FOR DEVELOPMENT APPLICATION -...,w.~~

......,.,..., ..... Clor< c Or..mg Tollo

0 5 10 15 20 25 30 35 <0 4$ 50 ALL Olt.ENSIOHS TO BE CIECKEO ON SITE BY COIITRACTOR IN STUART GREEN CSR LIMITED BIOFIL TRA TION TRENCH CROSS t! ' - - - - ........ PRIOR TO CONSTRUCTlOH. IISEWRITT<N WENSIONSONLY, FEh.ol CPE,..

SCALE 1:500 !All SCALE 1.1000 !All DO NOT SCALE. SIGN~·~Ow""""*" SECTIONS SHEET 02 OF 05 DC LF CK SAG 05A)Jnl Rf-ISSIAO FOR llEVEI.OP1oEHT APPUCATlON 0 1 2 3 • 5 I 7 I I 10 NOT FOR CON$TRUCT10H UNLESS STAI.I'ED BY C8!TF'I1NG

~tv Prajoc:t calibre 01 DC lF CK SAG 27Alll1& 1SSt.E FOR llEVEI.OP1oEHT APPUCATlON ' - - - - ........ AUTltORITY OR UNLESS OTHERWISE NOm> CSR HORSLEY PARK Prajoc:tNo. SOoge -· Dog No.: -r .. DC LF CK SAG 24All/11 SCALE 1100 IA11 SCALE 1 200 !All CO NSULTING ,.... _......, 1.,_ 1- - Revision Details Do\lE. 810-FILTRA TION TRENCH AND DRAINAGE SWALE 1>001115.19 DA 502 02

p;" 0 "F=""f' F""'"i ....------. F""'"i s==<.

-------- ----- -- -------"-r---=----=- ~==::=-:==--rn---=-=:.: I - ---- ---- -------- ---- ----~

04TUI.tiU.&I

W.A.E. LEVEL DESIGN LEVEL :!!

I?! a a CAPPING INVERT TRENCH INVERT EXISTING LEVEL ;!; s

I?! I?!

OFFSET I'! ;;; :!! ~ .., ~

-------- ,<:--:"~ ---

OATUMIU.67


OFFSET

~ l:l ~ ~ I!!

0 !: :!l :<! ~ ::; Ill

~ 11! 8:2 I!! :::::::::

:e:e:e. re:e~

~

~ ;::::!~ I!! :::::::::

~

~8S ~ qoo

CH420

--- -------------- -- ----------- -- - - -----

:!!1813 :::::::::

~~~ :::::::::

• ~~::; ~:e. :e.

~8:: qoo

CH400

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04TUMR.L &I

W.A.E. LEVEL DESIGN LEVEL Ill!! Ill ~ !:IS~

~~~ 1:: :::J:::::

CAPPING INVERT

:;:;:; Je:e:!

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;;

EXISTING LEVEL 1113:0! 'fJ :!!:!!!:

:e. :e.~ ~ ~ ~

OFFSET ~;e~ ~~~ "P '":-'9 "' CH 460

-------- r< :-~ ------- -----

04 1\JIIIU. &I

W.A.E. LEVEL DESIGN LEVEL SSPl

~::::::

CAPPING INVERT "Ill" :e~le

TRENCH INVERT

1:;

1::

EXISTING LEVEL ~ ::l ~

:::::::::

OFFSET ~8Q qoo

CH440

.. .. . --- -·. . -T Hr-~E PLANS AR E: TO BE REI- I. J CONJUNCTION \' '- ~

Ttl._ _v .... LOPt!lW J •NSENTOANo +37·l t ;l..Olb . :.:o J 2 7 QCT 2016 OUNCILS REFERENCE NUMBER

l .DA437· \/ Jbll:. .. ~ NOT AN APPROVAL TO ERECT/G .... i rUSH A

SUILDII lJNDER SECTION 77 OF THE ENVIFONMENTAL

PlANNING ~?CT, 1979, AS AMENDED.

~t ~.~ ~ •

-------- -<: - r--..____ ___:::;;:;:::::~=~::::~--;;;;._ ~~=----_j ~-~ - -~.~ __ _....,..,. _______ _

04TUI.t iU.&I

W.A.E. LEVEL DESIGN LEVEL ;!.~~ :!! ~~~

I!~~ ::: 1!1!!:!

CAPPING ~ ~ ~

INVERT 1::1:::::

TRENCH INVERT 18

1::

EXISTING LEVEL ~~~ :!! g~~ 1::

OFFSET ~ .... -~ &18:3 0 ••

"7 "'!t " qoo

CH 500

·------- -~

04 1\JIIIU. &I

W.A.E. LEVEL DESIGN LEVEL 8l!'8

:e. :e. :e. CAPPING INVERT 888

1:::::1::

TRENCH INVERT :a

1::

EXISTING LEVEL :7i8S

::: :e:e.

OFFSET :3g~ qoo

CH 480

04TUMIU. &I

W.AE. LEVEL DESIGN LEVEL ~a a ;o; ;::s ;:::

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CAPPING INVERT ICIC IC :e:e :e TRENCH INVERT

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EXISTING LEVEL ;:;a :a ;o; :s~ J:!

G G ~ :::::::::

OFFSET ~~~ ~ &lg ~ "':-1.t~ qo

CH 540

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04TUMR.L&I


OFFSET

CONSULTING

-

~~~ J:! :::

:a :a: '"t "':-llf .. 13g:a

qoo

CH 520

ll'fajOCtNo.

1S-001115.19

-------

Sligo - · OA Dog No:

503 Rewiorr

02

- - - -.

r= • r= ~ n l"'i • ( . I . ._ __ -· . - '- - . - ·- I I •rrr ' , AN5 ARr r 0 BE RE.AC I J CONJuNCTION \ ' '~ •

r t 1- "._LOf ~ ~ ' CONSENT DA Nc 431:l_tl.Otl::. : '::0 I riA 7 OCT 2016 OUNCIL s REFERENCE NUMBER I D +31-l/ lOlb . IS NOT AN APPROVAL TO ERECT/[,._· .. '!..ISH A

BUILDit ~IIJDER SECTION 77 OF T f E ENVIFONMENTAL PLANNifltG AND · v t 5SMENT ACT 1979, AS AMENDED.

·~ Sit" ~ . J ~!I . lo

-------~ ~

~~ ·------- ~ ~ :~

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" OAT1Jio1R.L61 OATUioiR.L67 OATVMRUI OAT1Jio1RL61

W.A.E. W.A.E. W.A.E. W.A.E. LEVEL LEVEL LEVEL LEVEL DESIGN DESIGN DESIGN DESIGN LEVEL ::8~~ !;JC;f;J

LEVEL ::188 :s N N 11!<:;1<: 8::1 ::1~ LEVEL 'iS IIIli; ~=3 == so; o;g LEVEL ~F:Ja :s :S!!! 3o ~~ ;II

~~~ 1:: ~~:e ~1!.~ :e :e:e :e:e:e :e:e -- ;e~ ~;e ;::;::c ;::;: ;::c :c;: ~:e:e :e :e~ :e:e :e:e :e CAPPING CAPPING CAPPING CAPPING INVERT

oqoqoq INVERT ~~ ~~~ INVERT S!~~ SlSl INVERT sss

~~:c ;!;'! ;!;'!;!'! :::!:::!::! :=!~ le:C:C

TRENCH TRENCH TRENCH TRENCH INVERT :~ INVERT :s INVERT

::; INVERT 'fJ

:c;: ~

EXISTING EXISTING EXISTING EXISTING LEVEL

:;g;::;l'; :S$:!: LEVEL ::11<!:!: :s ~~ !:l<J<J ~l!: s~ LEVEL 'ff;l iii; :2~:0 ~~ 8;;; 13:2 LEVEL ~:;;~ ~ !<IS. l':3 lllli! ;II 1::1::1:: 1:: :e:e:e 1::1::1:: :e :c:c :c;:;:: ::Q:c ~;:: :e:e :e:e ;!!:!:!;! ;!;:: :C;! ;!.;!. ~~;::: :e :e:c :e:e :e:e :e

OFFSET ~~:i; .. 13g:;~ OFFSET ;;;S ~ ~~ 8&:::ri I': I< 1':8 OFFSET ~~ ~~ :~g ~~ ~~ ~~ OFFSET ~~~ ill ~8 f;l;l; ;l;i<! 19":'~ .. qoo ~IIP"7' .. qq .. .. qqo 0 0 ";-<9'w::' "' qo 0 N ~ . ~

CH 580 CH620 CH 660 CH 700 ·~ l o

!I ;~ :~ ---- I Z :~ --- ---- ~~

15 --- I I; ----, < ,D, -- ·"' I ;; ----- < -~, -------- I

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:""' :""' "" 0AllJIIR.L61 OATUWR.L II OAllJIIR.Lfl OAT1Jio1R.LII

W.A.E. W.A.E. W.A.E. W.A.E. LEVEL LEVEL LEVEL LEVEL DESIGN DESIGN DESIGN DESIGN LEVEL ~~~ l!: l'Hl $1'3 LEVEL

~ .. 1:1 llllll ;l';!ll !ll :;ll; :Sill LEVEL ~l(l S!~S: ::::" LEVEL ~~ ~S; SN 81'3 :e:e s

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CAPPING CAPPING CAPPING 0 0 0 0 0

CAPPING INVERT ~~ ~:::.~ INVERT

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TRENCH 0

TRENCH TRENCH TRENCH INVERT INVERT ~ INVERT INVERT :s

~ ~

EXISTING ~~

EXISTING EXISTING EXISTING LEVEL :s;;s l!: !:jl(ll(l

LEVEL :S!fl'j g ~ ~ ::~g: !'lllllll llllll LEVEL

::;::;g ;:;:r; ~;:" LEVEL :;II::! :e:;; ~~ ::;;:; !:!lSI S! ~I:: I:: 1:: 1::1:: 1::~1:: 1::~1:: :e :e:e :c:c :e::e:e ::!!::!! :e:c:e ;!.;::!;!! ;!.;!;:! ~ ~ :e:e :e:e )!!;! ;:

OFFSET ~ ~ ~ $ ~f;l !~~ OFFSET ~:::::: l'j ~~ 8f;l ~~=r c;:g OFFSET 13f;lg

~~= ~~; OFFSET ~ ~ !!!~ :::g

~= ~~ ! ~..,..,.

"' qq ":' ~ ~ "' 0 0 0 ~. qqo ..,.., "' .. qo

CH 560 CH600 CH640 CH 680

FOR DEVELOPMENT APPLICATION l);odoinw ... ~ Al<horitodlor ...... a.... c llrlwlloTolo

0 5 10 15 20 25 30 35 40 <5 50 AU. OIIENSIOHS TO BE CIECKED 011 SITE BY CONTRACTOR BY STUART GREEN CSR LIMITED BIOFIL TRA TION TRENCH CROSS

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DC Lf CK SAG ~m• RE~SSUE FOR DEVB.OPMENT N'I'UCATIOH 0 1 2 3 • 5 • 1 • • 10 NOT FOR COIISTRUCTlOH Ulf..ESS STN.f'ED BY CERTFY1HG

~f. Plqod: calibre 01 DC Lf CK SAG 2110Mf ISSIE FOR DEVB.OPt.EHT N'I'UCATlOH ' - - - - --- AUTHORITY OR IH..ESS 0~ NOTED CSR HORSLEY PARK P!ojod No. SIOgo - Dog No. R-.... DC Lf CK SAG 24.()CIIf

Revision Details SC.<I.E1100!AI) SC.<I.E 1 200 !All

810-FILTRATION TRENCH AND DRAINAGE SWALE CONSULTING 15-001115.19 DA 504 02 - .... .,... ....... 1- Dol! DATE

~

;~ ;~ il :~ :~

I ;!; .~

- - - --- -- ~ r:::::-, t 'l -------- ~ -~ '! t ;< I

:~ .~ - - ;-'- - --~ --- t 'l

' - - :::,.. _; ____ ----- - ~ I - - -]

:""' ;--:;--..

OATUNR.Lst OATUNR.L 71 OATUNR.L 70

W.AE. W.A.E. W.A.E. LEVEL LEVEL LEVEL DESIGN DESIGN DESIGN

~ ~ ~

LEVEL 'ilitlil ;!; ; ; :~~; "'~ :s:;; :s LEVEL

:;;~~ ~ <;;8 <;;I:: ~~~ LEVEL ~ " " ,.

~~Q:fit ~~~ 1::1:: 1::1:: 1:: 1:: 1::1:: :e l?!ii I?! :el?! #!~ le~~ i ; ; i ili!li! iii~!!

CAPPING CAPPING CAPPING INVERT l!ll!l l!ll!ll!l INVERT mmm INVERT ~~~

:e:e :e::e:~ 1::1::1:: ~~~

TRENCH TRENCH TRENCH INVERT s: INVERT :;;

INVERT Iiili!!!! !:! IC ie<!l!!

EXISTING EXISTING EXISTING LEVEL 'i:i!~ 0 :<~; ;>;!!! !!! s s:;; :s LEVEL !O~!Q: ~ 18~ a:e ~13~ LEVEL ~ ~ :s ,. -- -::ss a

~~~ I?! 1::1:: :::~::: :::::::: :e:e :e ~!!I?! I?! I!! :e:e :e:e ~~1!!. i i i a 2i2 iii!?!

OFFSET ~~~ ~= !~ :; :s :s:s ~ OFFSET $:8:8 :01 :O:g ~: :::::s OFFSET :0 ~ :;! :e:::~ ~~~~ ~"'":'"

.., .... 0 • ~ ~ G "f'":"~ .. '?o "' .. ... ...... CH 740 ;~ CH780 · ~ CH 816.028 ; ~ to

· ~ : ~ '"' : ~ I;< -------~ ...............

'! -------- ~ -~ ,r; I ;I; - - : ~ t 'l ,r; -- ,_

~--- -------- f' -~ t 'l

- -- -~_; - :r--~ ~J

OATUNRU9 OATIMRJ.. 70 OATVNR.L n W.A.E. W.A.E. W.A.E. LEVEL LEVEL LEVEL DESIGN DESIGN DESIGN LEVEL !;;88 a 5l~SC: :;~~

LEVEL ~22 l3 ~!!; ; ~ ~81 ,. 'IIIC LEVEL

::c;te; Ill :o:e~ :08 8~ :!fe~ 1:: :e:e:e :e:::::::: :e :e =e:e :'!~ :e::: :e :el:: 2ilil I?! :;!!~~ 11!2 21?!

CAPPING CAPPING CAPPING INVERT

; ; ; INVERT I'll:: 1::1::1:: INVERT ~:n:n:n

~;:!!~ 1::1:: 1::1::1:: :'!:!:!:!!

TRENCH TRENCH TRENCH INVERT !:: INVERT :e INVERT ~~ .. '• ;:!

EXISTING EXISTING EXISTING LEVEL ~~~ a :!!ill~ ~~:s: LEVEL

:;!;>;!'> ~ l'll<l c ~ i:!S: Sl ~IC LEVEL ::~~ :s :n~Sl ~~ ;>;!'1 :!:e:e. 1:: :e:e:e :e:e::e :e ~:e~ :e :e:e. :e.~ :e~:: ::: ::::;:: ~:i~ I?! ~~~ ~~ ~~ . .

~ '"' F I E~ D cr ' . l . .,

~

OFFSET OFFSET OFFSET ... ~' .... ~ . :.. . ~ .. •··- ' &;~&: ~ ~8~ ~~:;! S:2~ ~ :;:o~ !: !~ ~ ~ .. ~:;~ ~ 13g::;: ~~ :::~ Gp":"<.q .. '?oo ~ ~·":- .., .... . ~ ":""itW? .. '>oo . -l CH720 CH 760 CH 816.028 1 HFSC PLANS ARf T0 BE REA f l CONJ~NCTICN \ ' 1 r l

1 Th~ ~\._LOPMf-W r 0NSI;NT OA No 43,·1 tJot& , ": 1

- 2 7 OCT 20lli_ COUNCILs REFERENCE NU.MBFF

1 _DA-t3l·~JJ. ' - · - S f\,O f AN APPROVA l 1 ') ERECT/L . ~ U SH A

BUIL[j, . ~NOER SECTION 7 ; n F THl cNVIR.ONMENTAL p

·'~ ~l)f\tG AN~79 AS AMcN DE:O.

c;l! --- - - - --- --- - ---- -- -- -

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I I 1-------' 1-------' 1-------' 1-------' ......... PRIOR TO CONSTRUCTlON. USE v.1UmN DlloENSIONS 011. Y, FIEAuol CP£ro. SC-'I.E1SOOIA11 SCAlE 11000 !All DO HOT SCAlE. _....._.lltloo~ SECTIONS SHEET 05 OF 05 J 02 DC LF CK SAG 05.CIMI f!E.lSSlE FOR DEVB.OP.ell' N'I'UCATION 0 1 2 3 4 s ' 7 ' I 10 NOT FOR CONSTR~ Ult.ESS STA>I'ED BY CS!TF11HG

f.~ Prcjo« calibre 01 DC LF CK SAG 27M/II ISSlE FOR OE'.aOPioEIIT N'I'UCATION • 1-------' 1-------' 1-------' 1-------' ......... AUTitORITY OR Ult.ESS OTIERWISE NOTED CSR HORSLEY PARK

SC-'1.£ 1100IA11 SC-'I.E 1'200IA3J 1' v

l'hljodNo. Sligo - DwgNo. -· F'nt DC LF CK SAG 24101111 Revisio!l Details BIO-FIL TRA TION TRENCH AND DRAINAGE SWALE

CONSULTING 15-001115.19 OA 505 02 -or- llleo9 a..... -Dolo 011~

~ ~

STORMWATER BUNO

ESTIMA TEO GROUND WATER LEVEL

0.07m CRUSHED BRICKS

TYPICAL 810-FIL TRA TION TRENCH

300mm TOPSOIL

RESIDUAL CLAY SO!Uflll

FRACTURED WEATHER SHALE

SHALE

(REFER TO ENVIRONMENTAL CONSULTANT REPORT DL3109_S004808 JULY 2016 REV 1.2 FOR DETAILS OF MATERIALS)

SCALE 1:100@A1

0 1 2 l 4 5 S 7 I t 10 L L.........fL.........f!........IL.........!..___, 5C.'LE 1100 IA1) SCALE 1 200 IAl)

0 2.0 •. 0 6.0 1.0 10.0 12.0 u.o 11.0 11.0 20.0 .. L.........f L........J '--=====f .......... ............., SCALE 1·200 IA11 SCALE 1 400 !All

-... ... ~ AU. DIIENSIOOS TO BE CI£CKED ON SITE BY ~TO CONSlRUCTlON. USE WRITTEN Olo.ENSIONS ~ CP£rt, DO NOT SCAlE. ""'- . Utton o...topow~ NOT FOR CONSTRUCTlON UIUSS STAJ.f'EO BY CERTFYING SICH· ( AtmtORITY OR UN.£SS OTIERWISE NOTED :(' ,,, ..

CSR LIMITED CSR HORSLEY PARK

:.~FIE~D Cit . l . :. . ~ ··-THFSC rLANS ARf rn BE ~Ef. '·, r: CONJJNCTICN \ • "~ Ti t_ ~\~~. .. LOPME-NT JNSENTOAN• ~7-\ .lotb : 0::0 _1 1 OCT 2016 '";QUNC:ILS E:I=F ~LN('f NUMBER

_DA.+37 ·I/ J..Oib ' .. , IS NOT AN APPROVAl ')ERECT/C.. ... I::>H A

ILD• , ~·'JOER SECTION 7 • T • E E::NVIMONMEf\;TAL.

ANNING AND · vlSSMQ :97 A~ AMI:: NOE:D

- ~ .:1 ~-_...________ j

I

1 1

1 1

1 1 1 1

INSTALL PINNEO BIDUM TO BAITERS OF INLET FOR STABIUTY

I

~-.., --PlACE BIDUM AND INSTALL RIP-RAP ~:200mm

All DISTURBED AREAS TO BE STABIUSED (INCLUDING BUNO AND SWALE).

810-FILTRATION TRENCH & 8UND RIP RAP & CLAY CAP DETAIL

SCALE 1:200@A1


BIO-FIL TRA TION TRENCH AND DRAINAGE SWALE

csr horsley park calibre 810-filtration trench and

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