CADDENS HILL - STAGE 6 CONSTRUCTION CERTIFICATE PROPOSED ROAD & DRAINAGE WORKS DA 17/0099

Transcription

1 DDENS HILL - STGE 6 ONSTRUTION ERTIFITE PROPOSED ROD & DRINGE WORKS D 17/99 O'ONN ELL STR E STGE 6 O'ONNE LL LNE ET STTE RHIVES Plotted: October 2, 218 File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg SITE OF WORKS DDEN S ROD LOLITY SKETH Prepared y: J. WYNDHM PRINE ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS PO ox 4366 PENRITH WESTFIELD NSW 275 P F W E jwp@jwprince.com.au These plans are referred to in certificate no approved by: Eric Hausfeld ccredited ertifier Registration No: ategories: P ,1,2,3,4,6,15 & D1 Land Development ertificates PLN No /6 IUED FOR ONSTRUTION PPROVL FILE No

2 GENERL NOTES: LEGEND DESRIPTION PROPOSED FUTURE LL WORKS RE TO E IN ORDNE WITH PENRITH ITY OUNILS "DESIGN GUIDELINES FOR ENGINEERING WORKS FOR SUDIVISIONS ND DEVELOPMENTS" & "ENGINEERING ONSTRUTION SPEIFITION FOR IVIL WORKS". 2. SURVEY MRKS:2.a. STTE SURVEY MRKS LOTIONS TO E FIXED Y PROJET SURVEYOR DURING WORK S EXEUTED SURVEY OF SUDIVISION. 2.b. SURVEY MRKS SHOWN THUS SHLL E RETINED T LL TIMES. WHERE RETENTION IS NOT POILE THE SUPERINTENDENT MUST E NOTIFIED ND ONSENT REEIVED PRIOR TO THEIR REMOVL. EXTENT OF WORKS KER & GUTTER 1. SURVEY SET OUT INFORMTION NOTES: 3. THE ONTRTOR SHLL LOTE ND LEVEL LL SERVIES PRIOR TO OMMENING ONSTRUTION ND MKE RRNGEMENTS WITH THE RELEVNT UTHORITY TO RELOTE OR DJUST IF NEERY. 4. THE ONTRTOR SHLL NOT ENTER UPON NOR DO NY WORK WITHIN DJENT LNDS WITHOUT THE WRITTEN PERMIION OF THE OWNERS. TO E PROVIDED PRIOR TO THE PPROVL OF THE PLNS. 5. THE ONTRTOR SHLL MINTIN SERVIES ND LL WETHER E T LL TIMES TO DJOINING PROPERTIES. 6. NO TREE SHLL E FELLED, LOPPED OR REMOVED WITHOUT THE PRIOR PPROVL OF OUNIL'S ENGINEER. 1. LL SITE SET OUT ND ONTROL POINTS RE TO E ERTIFIED Y REGISTERED SURVEYOR. 2. THE INFORMTION DETILED ON THE ERTIFIED ONSTRUTION ERTIFITE PLNS TKES PREEDENE OVER LL ELETRONI INFORMTION PROVIDED. THE ORDER OF PRIORITY FOR USE OF LL INFORMTION PROVIDED IS S FOLLOWS: a. ERTIFIED ONSTRUTION ERTIFITE DRWINGS b. 2D DRFTING SE (ELETRONI FILE) c. 3D DTM (ELETRONI FILE) PRM RMP 5/5 DRINGE LINE, PIT & ESEMENT Ø225 LOT LULTIONS Y: 5/6 DRINGE LINE & PIT 7. Ø6 8. HEDWLL 9. GUIDE POSTS ONTOURS TH DRIN ELETRIITY, POWER POLE E TELEOM, OX T E SEDIMENT SINS SHLL E DEWTERED ND DESILTED. LEVELS SHLL E OTINED ON SOUND MTERIL PRIOR TO FILLING. 11. SITE FILL RES:- THE ONTRTOR SHLL TKE LEVELS OF SURFE FTER STRIPPING TOPSOIL ND PRIOR TO OMMENING FILL OPERTIONS. E T THE ONTRTOR SHLL LER THE SITE Y REMOVING LL RUISH, FENES OUT-HOUSES, R ODIES ND DERIS ET. KR - KER RETURN No TREES TO E RETINED ON SITE SHLL E PROTETED Y SUITLE STURDY PPROVED PROTETIVE FENING PRIOR TO OMMENEMENT OF SITE WORKS. T 12. LL SITE FILLING TO E OMPTED TO 95% STNDRD OMPTION ND SHLL E ONTROLLED Y REGISTERED SOIL LORTORY IN ORDNE WITH OUNIL'S "ENGINEERING ONSTRUTION SPEIFITION FOR IVIL WORKS". E 13. LL SITE REGRDING RES SHLL E GRDED T MINIMUM 1% TO THE ENGINEERS. REQUIREMENTS. T 14. SURPLUS EXVTED MTERIL SHLL E PLED WHERE DIRETED Y THE SUPERINTENDENT. WTER, STOP VLVE, HYDRNT W SEWER, MNHOLE S GS G W W S S G G 15. ESEMENT WIDTHS SHLL E IN ORDNE WITH 3.11 DRINGE ESEMENTS OF PENRITH ITY OUNIL'S DESIGN GUIDELINES FOR ENGINEERING WORKS FOR SUDIVISION ND DEVELOPMENTS. PIPE DI. ESEMENT WIDTH 15Ø 1.5m 225Ø 2.m 3Ø 2.m Ø 2.5m 45Ø 2.5m 545Ø 2.5m 6Ø 2.5m 675Ø 3.m S G 16. DRINGE LINES UNDER RODS SHLL E KFILLED WITH NON-OHESIVE SND ND HVE 3m OF SUSOIL DRIN WRPPED IN PPROVED FILTER SOK, DISHRGING INTO DOWN STREM PITS. PIPE L INDITED RE FOR REINFORED ONRETE PIPES (RP) IF FIRE REINFORED ONRETE PIPES (FR) REFER TO PENRITH ITY OUNIL "ENGINEERING ONSTRUTION SPEIFITION FOR IVIL WORKS" TREES TO E REMOVED SP DTE: 18/2/17 SURVEY Y: SDG LND DEVELOPMENT SOLULTIONS UNIT 7 1 KLEINS ROD NORTHMEND 2152 Ph. (2) FILE: 672 ONTOUR IUE D.DWG DTE: 22/4/ /6 OVER SHEET 11358/61 LEGEND, NOTES & INDEX 11358/62 SITE LYOUT PLN 11358/63 ROD SETOUT PLN 11358/64 ENGINEERING PLN 11358/65 LONGITUDINL & TYPIL SETION SHEET No /66 LONGITUDINL & TYPIL SETION SHEET No /67 ROD RO SETIONS SHEET /68 ROD RO SETIONS SHEET /69 KER RETURNS 11358/61 THMENT PLN 11358/611 PIT SHEDULE & DETILS 11358/612 DRINGE LONG SETIONS - SHEET No /613 DRINGE LONG SETIONS - SHEET No /614 DRINGE LONG SETIONS - SHEET No /615 DRINGE LONG SETIONS - SHEET No /616 DRINGE LULTIONS 11358/617 DRINGE LULTIONS 11358/618 DRINGE LULTIONS 11358/619 DRINGE LULTIONS 11358/62 RETINING WLL PLN & DETILS 11358/621 RETINING WLL SETION 11358/622 SOIL & WTER MNGEMENT PLN 11358/623 SOIL & WTER MNGEMENT NOTES Survey y: VINE MORGN (SURVEYORS) PTY. LTD. ONSULTING SURVEYORS P.O. ox 227, Penrith Ph. (2) Date: 21/9/16 File Name: 2467-L2.dwg Date: 21/9/16 File Name: 21916topo.dxf USTOM MDE PREST PIT NOTES: SURVEY MRKS - ENH MRKS 18. VEHIULR ROINGS SHLL E ONSTRUTED IN KER ND GUTTER WHERE SHOWN IN ORDNE WITH P STNDRD DRWING SD14. STTE SURVEY MRKS 19. PRM ROINGS SHLL E ONSTRUTED IN KER ND GUTTER IN ORDNE WITH OUNIL'S STNDRD DRWING SD DESIGN DOUMENTTION REFLETS PREST DRINGE PITS EING USED FOR THE SITE. UNLE NOTED OTHERWISE. REOVERY PEGS 2. STREET E SIGNS SHLL E ERETED, WHERE SHOWN, IN ORDNE WITH OUNIL'S STNDRD SD16/1 ND SD16/2. 2. USPITS USTOM MDE PREST PITS TO E USED. 3. PITS TO OMPLY WITH THE FOLLOWING PRMETERS: 21. LL NEW WORKS SHLL MKE SMOOTH JUNTION WITH ONDITIONS. STGE OUNDRY STGE LL INTERLLOTMENT DRINGE LINES SHLL E LID T MINIMUM GRDE OF 1% UNLE OTHERWISE INDITED. SEDIMENT FENE STRW LE RRIER 3.c. 24. DIMENSIONS OF NY DETIL SHLL NOT E SLED - DIMENSIONS, IF IN DOUT, SHLL E VERIFIED Y THE SUPERINTENDENT. 3.d. 3.e. 25. LL ONSTRUTION ND RESTORTION WORK ON OUNIL'S ROD ND FOOTPTH RE RE TO E RRIED OUT IN ORDNE WITH THE PPROVED DRWINGS ND OUNIL'S STNDRD SPEIFITIONS ND PPROVED Y PENRITH ITY OUNIL THROUGH S138 RODS T PPROVL. 3.f. 3.g. 26. LL LND THT HS EEN DISTURED Y ERTHWORKS IS TO E SPRY GRED OR SIMILRLY TRETED TO ESTLISH GR OVER. SP 27. NO FILL MTERIL IS TO E IMPORTED TO THE SITE WITHOUT THE PRIOR PPROVL OF P IN ORDNE WIT H SYDNEY REGIONL ENVIROENTL PLN No.2 (HWKESURY-NEPEN RIVER) (No ). NO REYLING OF MTERIL FOR USE OF FILL MTERIL SHLL E RRIED OUT ON THE SITE WITHOUT THE PRIOR PPROVL OF OUNIL. PROTETIVE FENING MESH ND GRVEL INLET FILTER 3.a. 3.b. 23. DRINGE LINES ON PLNS RE DIGRMMTI ONLY ND PIPE ENTRELINES SHLL ENTER ND EXIT PITS T THE ENTRE OF THE RESPETIVE PIT WLLS. STILISED SITE E STOKPILE Drawing Title Revision Number 17. LL ONDUITS ND MINS SHLL E LID PRIOR TO LYING FINL SPHLTI ONRETE SEL. STGE 5 Plotted: 2 October, 218 2:8:1 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg ONSULTING SURVEYORS P.O. ox 227, Penrith Ph. (2) FILE: L() Drawing Number W TREES TO E RETINED STREET E SIGNS VINE MORGN (SURVEYORS) PTY. LTD. 1. FILLING IS TO E FROM NOMINTED SOURE, OF SOUND LEN MTERIL, FREE FROM LRGE ROK, STUMPS, ONTMINTED MTTER, INDUSTRIL ND UILDING WSTE, ORGNI MTTER ND OTHER DERIS. PLING OF FILLING ON THE PREPRED RES SHLL NOT OMMENE UNTIL THE UTHORITY TO DO SO HS EEN OTINED FROM THE OUNIL NY DISREPNY ETWEEN NY OF THE INFORMTION ONTINED WITHIN THESE FILES IS TO E ROUGHT TO THE TTENTION OF THE SUPERINTENDENT PRIOR TO ONSTRUTION WHO WILL SEEK LRIFITION ND IUE INSTRUTIONS ON THE PPROPRITE OURSE OF TION. DRWING INDEX 3.h. RE SPEIFILLY MNUFTURED FOR THE PROJET. EH PIT IS OMPNIED Y ERTIFITE OF STRUTURL DEQUY SIGNED Y NPER ENGINEER (STRUTURL) THE STRUTURL ERTIFITION OF THE PITS SHOULD INLUDE NY DDITIONL PREST ELEMENTS REQUIRED TO RING THE PIT UP TO FINL LEVELS ON SITE. PITS MUST E FIRMLY EDDED ON SOUND MTERIL. ONRETE IS TO E POURED ROUND THE SE TO ID IN STILISTION OF THE PIT. PIT FLOORS RE TO HVE 1% FLL TOWRDS THE OUTLET PIPE. NY PIT REQUIRING MODIFITION FTER IT HS EEN POURED IN THE FTORY OR DMGED IN TRNSPORT NNOT E USED. LL WORK TO E TO THE STISFTION OF OUNIL'S DEVELOPMENT INSPETORS. These plans are referred to in certificate no approved by: Eric Hausfeld ccredited ertifier LL ST INSITU PITS TO E IN ORDNE WITH P STNDRD DRWINGS SD21/1, SD21/2 ND SD21/3. NY PIT GRETER THN 2m DEEP WILL REQUIRE SEPRTE PPROVL. Registration No: ategories: P ,1,2,3,4,6,15 & D1 Land Development ertificates LL ERTHWORKS SHLL E UNDERTKEN IN ORDNE WITH S3798 ND P DESIGN GUIDELINES FOR ENGINEERING WORKS FOR SUDIVISIONS ND DEVELOPMENTS ND ENGINEERING ONSTRUTION SPEIFITIONS FRO IVIL WORKS. GEOTEXTILE INLET FILTER 29. VEHILE ROINGS TO E LOTED 1.m LER OF NY LINTELS. 3. LL VERGE RES EXTEND FROM K OF KER TO PROPERTY OUNDRY TO E TURFED. 31. LL STORMWTER PITS WITH DEPTHS GRETER THN 1.m TO HVE GLVNISED OR OTHERWISE PPROVED STEP IRONS T 3mm SPING INSTLLED. UTILITIES SHOWN RE DIGRMMTI ONLY, ONTRTORS RE RESPONSILE TO LOTE ND VOID DMGE TO THEM. 32. KER TYPES USED IN SITE RE KER ND GUTTER UNLE OTHERWISE NOTED. FOR DETILS REFER TO PENRITH ITY OUNIL "ENGINEERING ONSTRUTION SPEIFITION FOR IVIL WORKS" STNDRD SD13/1 & SD13/2. NOTE: UTILITIES SHOWN MY NOT INLUDE LL SERVIES WITHIN THE LIMIT OF WORKS 33. KER DPTORS SHLL E PROVIDED FOR LL LOTS DRINING TO THE STREET. FOR DETIL REFER TO PENRITH ITY OUNIL "ENGINEERING ONSTRUTION SPEIFITION FOR IVIL WORKS" 34. LL WSTE MTERIL STORED ON-SITE RE TO E ONTINED WITHIN DESIGNTED RE SUH S WSTE Y OR IN. ONTRTOR TO ENSURE THT NO WSTE MTERILS RE LLOWED TO ENTER THE STORMWTER SYSTEM OR NEIGHOURING PROPERTIES. THE DESIGNTED WSTE STORGE RES SHLL PROVIDE T LEST TWO WSTE Y/INS SO S TO LLOW FOR THE SEPRTION OF WSTES, ND RE TO E FULLY ENLOSED WHEN SITE IS UNTTENDED. IUED FOR ONSTRUTION PPROVL 35. N PPROPRITE QULIFIED PERSON/S SHLL SUPERVISE LL FILLING WORKS. DRWING INDEX UPDTED DRWING INDEX UPDTED IUE FOR PPROVL MENDMENT DES DRN M RT MP KD PR 3/1/18 8/12/17 17/11/17 DTE J. WYNDHM PRINE P ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS PO ox 4366 PENRITH WESTFIELD NSW 275 F W E jwp@jwprince.com.au ZIMUTH: M.G. DDENS HILL STGE 6 DTUM:.H.D PLN No: 11358/61 THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. LEGEND, NOTES & INDEX ORIGINL

3 O'ONNELL STREET LEGEND STRLINE DRIVE ROD 13 MIDNIGHT VENUE ROD 2 STGE 6 ROD 12 RHIVES WY FOUD WY ROD 1 STGE OUNDRY DETENTION SIN & RINGRDEN STGE 5 VNDLY ROD ROD 11 ROD 13 D 6 SU N DN ROIGHT D 2 VEN U E SUNURST DRIVE RO UR ST RT L RO ND D W 17 Y STGE 3 H STGE 4 DR IVE MI STGE 1 STTE RHIVES ROD 7 UNDLE STREET ROD 15 DETENTION SIN & RINGRDEN GRNET DRIVE ROD 14 ROHESTER TERRE ROD 9 HORTYRD DRIVE RHIVES WY ROD 12 STRLINE DRIVE DE L These plans are referred to in certificate no approved by: W RE Eric Hausfeld VE NU E ccredited ertifier DD R IDG RO D ED RIV E 16 Y W PLYING FIELD ES RO D 1 WRNING! UNDERGROUND SERVIE LES IN VIINITY. EXERISE EXTREME UTION DURING EXVTION. ONTT "DIL EFORE YOU DIG" PRIOR TO NY ONSTRUTION WORK UTILITIES SHOWN RE DIGRMMTI ONLY, ONTRTORS RE RESPONSILE TO LOTE ND VOID DMGE TO THEM S SPEIFIED Y EH UTILITIES EXVTION GUIDE LINES & STNDRDS. NOTE: UTILITIES SHOWN MY NOT INLUDE LL SERVIES WITHIN THE LIMIT OF WORKS 63 FUTURE SUDIVISION STGE 2 R HIV DR IVE HR SON RO LNE D 22 DETENTION SIN & RINGRDEN D ROD 19 VIUM DRIVE V IUM P ,1,2,3,4,6,15 & D1 Land Development ertificates 73 H.9 K 6 Plotted: 2 October, 218 2:9:21 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg Registration No: ategories: ROD DDENS PLN SLE 1: IUED FOR ONSTRUTION PPROVL 15 1:15 (T 1) J. WYNDHM PRINE ROD E REVISED IUE FOR PPROVL MENDMENT DES DRN M MP KD PR 3/1/18 17/11/17 DTE P ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS PO ox 4366 PENRITH WESTFIELD NSW 275 F W E jwp@jwprince.com.au ZIMUTH: M.G. DDENS HILL STGE 6 DTUM:.H.D PLN No: 11358/62 THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. SITE LYOUT PLN ORIGINL

4 ROD 1 HINGE ESTING NORTHING ERING '23.9" '23.9" NORTHING ERING RD/SPIRL.LENGTH 37 48'6.9" 37 48'6.9" '23.2" 8 1'23.2" 2-4.) STTE RHIVES ( ROD ( ) - 5.8) ( ) ESTING ) ( ROD 1 4.) ROD 1 (4 634 HINGE ROD 1 ROD ROD ERING RD/SPIRL.LENGTH 97 5'22.43" 97 5'22.43" '22.92" 8 1'22.92" NORTHING DETENTION SIN & RINGRDEN ESTING STGE ET ELL STR E HINGE ( ROD 13 O'ONN ROD ROD 1 1. TP TP These plans are referred to in certificate no approved by: DETENTION SIN & RINGRDEN Eric Hausfeld ) ROD 9 ccredited ertifier ( ROD 7 Registration No: ategories: P ,1,2,3,4,6,15 & D1 Land Development ertificates SUDIVISION ROD 1 M ROD 1 5 E N SUDIVISION WRNING! UNDERGROUND SERVIE LES IN VIINITY. EXERISE EXTREME UTION DURING EXVTION. ONTT "DIL EFORE YOU DIG" PRIOR TO NY ONSTRUTION WORK 17 PRK RO D RO D Plotted: 2 October, 218 3:1:32 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg 4 ENH MRK LOTION UTILITIES SHOWN RE DIGRMMTI ONLY, ONTRTORS RE RESPONSILE TO LOTE ND VOID DMGE TO THEM S SPEIFIED Y EH UTILITIES EXVTION GUIDE LINES & STNDRDS. NOTE: UTILITIES SHOWN MY NOT INLUDE LL SERVIES WITHIN THE LIMIT OF WORKS 1:1 (T 1) 1:2 (T 3) IUED FOR ONSTRUTION PPROVL J. WYNDHM PRINE LD OMMENTS - ROD 13 EXTENDED IUE FOR PPROVL MENDMENT DES DRN M MP KD PR 3/1/18 17/11/17 DTE P ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS PO ox 4366 PENRITH WESTFIELD NSW 275 F W E jwp@jwprince.com.au ZIMUTH: M.G. DDENS HILL STGE 6 DTUM:.H.D PLN No: 11358/63 THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. ROD SETOUT PLN ORIGINL

5 / /4 2/2 J/ / /12 (REFER TO PLN PREPRED Y J WYNDHM PRINE S PPROVED UNDER STGE 4 ND STGE 5 ) DES R O 1.5 Registration No: ategories: PR 3/1/18 8/12/17 17/11/17 DTE P ,1,2,3,4,6,15 & D1.9 V M/5 225M/6 M/ m MIN 4.5m NOM MIN. TEMPORRY 1:5 TTER.6 RETINING 9/4 9/3 WLL PLN ND SETIONS REFER TO PLNS KER LINE LIP LINE VEHIULR ROING (V) SETOUT DETIL N/115 N/2 N/3 N/4 15 SLE: N.T.S. 2.m NOM. WIDTH TO E DETERMINED (Y OTHERS) EX. SURFE TEMPORRY RETINING WLL - RW LL VEHIULR ROING (V) WIDTHS RE 4.5m PROFILE - RW15 TEMPORRY RETINING WLL - ROD OTHER ON PLN 384 UNLE WIDE WISE NOTED V MUST HVE MIN STRIGHT OF 3m PER P... STNDRD DETIL V'S TO E IN ORDNE WITH SD14 OF P.. ENGINEERING ONSTRUTION SPEIFITION FOR IVIL WORKS 4/1 PLN SLE 1: :5 (T 1) 1:1 (T 3) 1 J. WYNDHM PRINE P ROD M RT MP KD FORM ITUMEN DIVERSION DRIN LONG TYPE F RRIER Land Development ertificates SLE 1:5 PROPOSED MONOWILLS VELOITY 3 RIL YLEWY RRIER OR PPROVED EQUIVLENT TO MNUFTURES SPEIFITIONS DRN Eric Hausfeld /2 ccredited ertifier REMOVE GUIDEPOSTS RINGRDEN LD OMMENTS - DRINGE REVISED LINE 19 DDED DRINGE ESEMENTS REVISED IUE FOR PPROVL MENDMENT 1/8 PROPOSED TYPE F ONRETE RRIER REFER R STNDRD DRWING R3-1 / 524 These plans are referred to in certificate no approved by: ROD /1 ROD (REFER TO PLN PREPRED Y J WYNDHM PRINE S PPROVED UNDER STGE 5 ) ROD STGE 5 SUDIVISION 639 MKE SMOOTH ONNETION TO LIMIT OF WORKS H /7 1/11 19/3 REMOVE P ND ONNET TO ULVERT PROVIDE PIPE OUTLET IN STKED ROK WLL PROVIDE 1.4m HIGH FULL RRIER FENE (REFER TO USTRODS PRT 6 PEDESTRIN ND YLIST PTH) SURFE LEVELS RE FROM ULK ERTHWORKS PE (REFER PLNS PREPRED Y J WYNDHM PRINE PPROVED FOR ) 593 STGE 62 / / KR NOTE FOR RW 15 REFER TO PPROVED STRUTURL ERTIFIED PLNS PREPRED Y M ONSULTING STRUTURL ENGINEERS 599 & IVIL ROD F/9 OX ULVERT 45x12 D /1 RW THIS DOES NOT INLUDE NY RODS, DRINGE ND RETINING WLL WORKS WITHIN THIS VIINITY (TTER TO ). SUJET TO SEPRTE FUTURE DEVELOPMENT (Y OTHERS) STGE 5 SUDIVISION /1 5 PO ox 4366 PENRITH WESTFIELD NSW 275 F W E jwp@jwprince.com.au 35/11 IUED FOR ONSTRUTION PPROVL ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS ZIMUTH: M.G. DDENS HILL STGE 6 DTUM:.H.D THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. ENGINEERING PLN STGE 3 5 F/11 37 OX ULVERT 45x O R 559 1/6 F/8 14/ / 14/ PROLONGTION OF OUNDRY 642 1/5 F/7 J/ / 3 15 TTER 1:5 5 J/ REMOVE GUIDEPOSTS MKE SMOOTH ONNETION TO LIMIT OF WORKS H F/ / ROD KR 61 J/1 (REFER TO PLN PREPRED Y J WYNDHM PRINE S PPROVED UNDER STGE 5 ) 644 F/5 14/ /1 J/9 J/ REMOVE GUIDEPOSTS MKE SMOOTH ONNETION TO LIMIT OF WORKS H J/ F/ / ROD 12 / H/7 J/6 3 J/5 631 J/4 F/ REMOVE PIPE END P ND ONNET TO PIPE 561 /2 REMOVE PIPE END P67 ND ONNET TO PIPE /3 6. H/6 Plotted: 2 October, 218 2:12:44 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg 225. F/2 63 M/ REMOVE PIPE J/1 END P ND ONNET 684 PIPE TO 2/5 ROD H/5 19/2 671 F/1 H/4. 1/3 11/1 H/ H/ ROD / /1 15 H/1 66 1/2 648 H/ / / J/3. H/ / K/2 PROPOSED LOT OUNDRY / /5 GL E N 65 2/ /1 39. / / / /8 /1 1/1 RL /1 622 G/ G/2 G/3 G/ K/ % O R O R R O O'ONNELL STREET RL O'ONNELL STREET UPGRDE PRT OF PENRITH ITY OUNIL SETION 138 RODS T PPROVL REFERENE S138 RODS T - X18/26 PLN No: 11358/ ORIGINL

6 Plotted: 2 October, 218 2:13:22 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg IP m 8.m 4.m VERGE 3 VERGE 9 ROD No.1 & 2 TYPIL SETION (FOUD WY & MIDNIGHT VENUE) (16m ROD RESERVE) 1:1 NT RRIGEWY LONGITUDINL SETION ROD 2 HORIZONTL SLE 1:5 VERTIL SLE 1:1 3.3% DTUM 53. HINGE LONGITUDINL SETION ROD 1 HORIZONTL SLE 1:5 VERTIL SLE 1:1 H m L OF ROD 13 RL m DISH ROING (MIDNIGHT VENUE) -3.% WE DESIGN LINE GRDING SURFE EXTENT OF WORKS O'ONNELL STREET UPGRDE REFER SEPRTE PLNS OF O'ONNELL STREET UPGRDE (PPROVL REF X18/26) (FOUD WY) IP IP % 3.% 5m V.. 1m V IP 6.98 IP IP IP % 3.5% 7.5% 6.% 3.% 5m V.. 1m V.. 5m V.. 15m V.. DTUM 52. HINGE H m L OF ROD 12 RL 6.616m EXTENT OF WORKS SG H RL 6.488m -4.% -3.% -3.% -4.% 2% 2% STGE 5 SUDIVISION EXTENT OF WORKS L OF O'ONNELL STREET.5m ERM OUNDRY FOOTPTH 1.5m REFER P SD11 FOR DETILS KER & GUTTER DESIGNED L KER & GUTTER FOOTPTH 1.5m REFER P SD11 FOR DETILS OUNDRY.5m ERM O'ONNELL STREET UPGRDE WE DESIGN LINE GRDING SURFE L OF O'ONNELL STREET REFER SEPRTE PLNS OF O'ONNELL STREET UPGRDE (PPROVL REF X18/26) V 1:1 (T 1) H 1:5 (T 1) LD OMMENTS - NOTES REVISED IUE FOR PPROVL MENDMENT M 3/1/18 MP 17/11/17 DES DRN KD PR DTE J. WYNDHM PRINE PO ox 4366 PENRITH WESTFIELD NSW 275 P F W E jwp@jwprince.com.au ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS ZIMUTH: M.G. DTUM:.H.D THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. NOTE SURFE LEVELS RE FROM ULK ERTHWORKS PE (REFER PLNS PREPRED Y J WYNDHM PRINE PPROVED FOR STGE 6) NOTE FURTHER GEOTEHNIL TESTING SHLL E UNDERTKEN UPON OMPLETION OF ULK ERTHWORKS FOR STGE 6 TO ONFIRM R VLUES MEET THE DESIGN R S SPEIFIED IN THE PVEMENT DESIGN INVESTIGTION PREPRED Y GEOTEH TESTING PTY LTD. REF. 8611/1--R4, DTE 5 OTOER 217 PVEMENT NOTES ROD No.1 & 2 E STREET 5x1 4 5mm MINIMUM THIKNE (1) 2 x LYERS 25mm (1) *FINL LYER TO E DEFERRED & ONDED SINGLE OT FLUSH SEL 15mm THIK SEOURSE (DG2) 175mm THIK SU SE (DGS4) OMPTED SUGRDE REFER TO REPORT Y GEOTEH TESTING PTY LTD REF 8611/1--R4 DTED 5 OTOER 217 IUED FOR ONSTRUTION PPROVL DDENS HILL STGE 6 PLN No: 11358/ LONGITUDINL & TYPIL SETION SHEET No.1 1 ORIGINL

7 Plotted: 2 October, 218 3:17:11 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg IP IP IP IP IP NOTE FURTHER GEOTEHNIL TESTING SHLL E UNDERTKEN UPON OMPLETION OF ULK ERTHWORKS FOR STGE 6 TO ONFIRM R VLUES MEET THE DESIGN R S SPEIFIED IN THE PVEMENT DESIGN INVESTIGTION PREPRED Y GEOTEH TESTING PTY LTD. REF. 8611/1--R4, DTE 5 OTOER 217 PVEMENT NOTES ROD No.13 E STREET 5x1 5 5mm MINIMUM THIKNE (1) 2 x LYERS 25mm (1) *FINL LYER TO E DEFERRED & ONDED SINGLE OT FLUSH SEL 15mm THIK SEOURSE (DG2) 27mm THIK SU SE (DGS4) OMPTED SUGRDE REFER TO REPORT Y GEOTEH TESTING PTY LTD REF 8611/1--R4 DTED 5 OTOER 217 NOTE SURFE LEVELS RE FROM ULK ERTHWORKS PE (REFER PLNS PREPRED Y J WYNDHM PRINE PPROVED FOR STGE 6) m 5.25m 3 9 ROD No.13 TYPIL SETION (STRLINE DRIVE) (21m ROD RESERVE) 1:1 NT VERGE RRIGEWY VERGE 6.6% 1.% 45m V.. 4m V.. LONGITUDINL SETION ROD 13 HORIZONTL SLE 1:5 VERTIL SLE 1: EXTENT OF WORKS H m L OF ROD 9 RL m EXTENT OF WORKS EXTENT OF WORKS O'ONNELL STREET UPGRDE STGE 5 SUDIVISION ROD ONSTRUTION (REFER ) 3.8% 3.% 2m V.. 15m V.. (STRLINE DRIVE) REST H RL m SG H RL 59.23m L OF O'ONNELL STREET NOTE FOR SHRED PTH/YLEWY DETILS REFER TO PENRITH ITY OUNIL ONSTRUTION SPEIFITION FOR IVIL WORKS - SETION 7.5 ONRETE FOOTPTH PVING ND PTHWYS - SHRED WYS/YLEWYS FUTURE EXTENSION 6.5% -1.6% 45m V.. DTUM 5. WE DESIGN LINE GRDING SURFE HINGE 312. REFER SEPRTE PLNS OF O'ONNELL STREET UPGRDE (PPROVL REF X18/26) PROVIDE TEMPORRY 1:5 TTER M 3/1/18 MP 17/11/17 DES DRN KD PR DTE ZIMUTH: M.G. DTUM:.H.D DDENS HILL STGE 6 LONGITUDINL & TYPIL SETION SHEET No / EXTENT OF WORKS V 1:1 (T 1) H 1:5 (T 1) IUED FOR ONSTRUTION PPROVL LD OMMENTS - NOTES REVISED IUE FOR PPROVL MENDMENT J. WYNDHM PRINE PO ox 4366 PENRITH WESTFIELD NSW 275 P F W E jwp@jwprince.com.au ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. PLN No: 1 ORIGINL -3.% 4.% 2% 4.% -3.% 2%.5m ERM OUNDRY FOOTPTH 1.5m REFER P SD11 FOR DETILS KER & GUTTER DESIGNED L KER & GUTTER SHRED FOOTPTH 2.5m OUNDRY.5m ERM

8 Plotted: 2 October, 218 2:14:34 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg LD OMMENTS - ROD E REVISED IUE FOR PPROVL MENDMENT DTUM RL 55. DESIGN SURFE LEVEL WE SURFE LEVEL OFFSET NOTE * H ROD 1 (FOUD WY) H H H 45 H % 3% 3% 3% H SURFE LEVELS RE FROM ULK ERTHWORKS PE (REFER PLNS PREPRED Y J WYNDHM PRINE PPROVED FOR STGE 6) NOTE FOR LOT GRDING REFER TO PLNS 64 DTUM RL 56. DTUM RL 56. DTUM RL 58. DTUM RL 6. DTUM RL 61. H 9 DTUM RL 55. DTUM RL 57. DTUM RL 59. DTUM RL 61. DTUM RL H 15 H H H H 165 H H H DTUM RL 58. DTUM RL 6. DTUM RL 59. DTUM RL 61. 1:2 (T 1) 1:4 (T 3) IUED FOR ONSTRUTION PPROVL M 3/1/18 MP 17/11/17 DES DRN KD PR DTE J. WYNDHM PRINE PO ox 4366 PENRITH WESTFIELD NSW 275 P F W E jwp@jwprince.com.au ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS ZIMUTH: M.G. DTUM:.H.D THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. DDENS HILL STGE 6 ROD RO SETIONS SHEET 1 PLN No: 11358/ ORIGINL

9 Plotted: 2 October, 218 2:15:1 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg H (FUTURE) DTUM RL 52. DESIGN SURFE LEVEL WE SURFE LEVEL OFFSET LD OMMENTS - RO SETION REVISED IUE FOR PPROVL MENDMENT 4% 4% H DTUM RL 55. 4% 4% H DTUM RL 55. 4% 4% H DTUM RL 55. M 3/1/18 MP 17/11/17 DES DRN KD PR DTE 4% 1% NOTE * ROD 13 (STRLINE DRIVE) H ROD 2 (MIDNIGHT VENUE) % 3% H SURFE LEVELS RE FROM ULK ERTHWORKS PE (REFER PLNS PREPRED Y J WYNDHM PRINE PPROVED FOR STGE 6) NOTE FOR LOT GRDING REFER TO PLNS 64 DTUM RL 56. H DTUM RL 6. DTUM RL 6. DTUM RL 56. DTUM RL 58. 4% 4% H DTUM RL 6. 4% 4% H DTUM RL 6. 4% 4% H DTUM RL 6. H % 4% H DTUM RL 61. 4% 4% H DTUM RL 57. H DTUM RL 57. H :2 (T 1) 1:4 (T 3) IUED FOR ONSTRUTION PPROVL J. WYNDHM PRINE PO ox 4366 PENRITH WESTFIELD NSW 275 P F W E jwp@jwprince.com.au ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS ZIMUTH: M.G. DTUM:.H.D THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. DDENS HILL STGE 6 ROD RO SETIONS SHEET 2 PLN No: 11358/ ORIGINL % 4%

10 DESIGN LEVELS ND SETOUT RE TO LIP OF GUTTER KR H R R.5 4. REONSTRUT/DJUST VEHIULR ROING WHERE NEERY D ROD ROD KR REONSTRUT K&G 7.5m LONG ( EXIST.K&G PRT OF STGE 5 ONSTRUTION) ROD KR 61. LIP MODIFIER. 15. ROD THIS DOES NOT INLUDE NY RODS, DRINGE ND RETINING WLL WORKS WITHIN THIS VIINITY. SUJET TO SEPRTE 33. PLN PLN SLE 1:2 SG H RL 6.325m REST H RL 6.414m SLE 1:2 DISH ROING TO E IN ORDNE WITH P ONSTRUTION SPEIFITION STNDRD DRWING SD13/2 UNLE DIRETED OTHERWISE Y OUNIL ENGINEER IP m V ROD HINGE DTUM 57. DESIGN LIP GRDING HINGE % VERTIL GEOMETRY % DESIGN GRDELINE 5.5m V HINGE 1.18 ROD HINGE -1.% DTUM 57. DESIGN LIP GRDING % 5.5m V.. VERTIL GEOMETRY IP IP % DESIGN GRDELINE HINGE ROD HINGE -4.% 8.m V DTUM 57. DESIGN LIP GRDING % DESIGN GRDELINE VERTIL GEOMETRY HINGE ROD HINGE 1.2% 15.m V.. VERTIL GEOMETRY DTUM 57. DESIGN LIP GRDING IP IP % DESIGN GRDELINE Plotted: 4 October, 218 9:25:12 M File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg ONSTRUTION PRT OF STGE 5 WORKS ROD 2 - LIP MODIFIER KR 51 KR 6 KR 61 HORIZONTL SLE 1:2 VERTIL SLE 1:5 HORIZONTL SLE 1:2 VERTIL SLE 1:5 HORIZONTL SLE 1:2 VERTIL SLE 1:5 HORIZONTL SLE 1:2 VERTIL SLE 1:5 KR 51 HINGE These plans are referred to in certificate no approved by: ESTING Eric Hausfeld 1:2 (T 1) 1:4 (T 3) ccredited ertifier Registration No: ategories: KR 6 NORTHING ERING RD/SPIRL.LENGTH '23.2" '33.98" 4 2 HINGE P ,1,2,3,4,6,15 & D1 12 ESTING NORTHING ERING RD/SPIRL.LENGTH '23.9" '22.43" 1:5 (T 1) 1:1 (T 3) 1 J. WYNDHM PRINE DES NORTHING ERING RD/SPIRL.LENGTH '22.43" '23.9" IUED FOR ONSTRUTION PPROVL LD OMMENTS - DRINGE REVISED LINE 19 DDED IUE FOR PPROVL MENDMENT ESTING Land Development ertificates KR 61 HINGE DRN M MP KD PR 3/1/18 17/11/17 DTE P ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS PO ox 4366 PENRITH WESTFIELD NSW 275 F W E jwp@jwprince.com.au ZIMUTH: M.G. DDENS HILL STGE 6 DTUM:.H.D PLN No: 11358/69 THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. KER RETURNS ORIGINL

11 O R H/2.334ha H/4.334ha R P6/1.29ha J/2.464ha J/1.467ha ROD 12 /3.325ha /2.3ha /1.3ha F/4.3ha F/6.ha 14/5.1337ha ROD 11 F/7.3ha F/8.ha 16/1.271ha 14/6.156ha 19/1.559ha ROD 13 O R O R 2/4.212ha K/2.477ha F/5.ha H/5.335ha M/1.335ha F/1.ha F/3.ha 15/1.52ha H/3.334ha K/1.45ha /4.ha F/2.3ha 14/4.1322ha /9.31ha O /5.ha ROD 13 ROD 1 H/1.41ha 14/3.1236ha 2/5.277ha 1/2.1427ha 11/1.884ha H/1.334ha /8.31ha /7.3ha /6.3ha 17/1.635ha H/1.334ha /2.31ha /1.436ha P1/1.88ha P11/1.82ha P5/1.727ha ROD 2 N G LE 14/2.1336ha G/1.31ha P13/1.1874ha G/2.31ha P12/1.738ha G/3.31ha O O R R O'ONNELL STREET Plotted: 2 October, 218 2:19:2 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg P14/1.766ha PLN SLE 1:1 LEGEND THIS DOES NOT INLUDE NY RODS, DRINGE ND RETINING WLL WORKS WITHIN THIS VIINITY. SUJET TO SEPRTE PROPOSED THMENT FUTURE THMENT THMENT FLOW DIRETION FUTURE FLOW DIRETION These plans are referred to in certificate no approved by: Eric Hausfeld ccredited ertifier Registration No: ategories: P ,1,2,3,4,6,15 & D1 Land Development ertificates 1:1 (T 1) 1:2 (T 3) 2 1 LD OMMENTS - DRINGE REVISED LINE 19 DDED IUE FOR PPROVL MENDMENT IUED FOR ONSTRUTION PPROVL J. WYNDHM PRINE DES DRN M MP KD PR 3/1/18 17/11/17 DTE P ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS PO ox 4366 PENRITH WESTFIELD NSW 275 F W E jwp@jwprince.com.au ZIMUTH: M.G. DDENS HILL STGE 6 DTUM:.H.D PLN No: 11358/61 THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. THMENT PLN ORIGINL

12 DRINGE SYSTEM PIT SHEDULE PIT PIT PIT PIT PIT OMMENTS E TYPE ESTING NORTHING DEPTH (-) (-) (m) (m) (m) 1/ / / / / /3 2.4 m lintel / /5 2.4 m lintel /6 2.4 m lintel / /1 2.4 m lintel / /1 2.4 m lintel / / /3 H.W F/1 GSIP 6x6 ID.765 F/2 GSIP 6x6 ID.772 F/3 GSIP 6x6 ID.771 F/4 GSIP 6x6 ID.841 F/5 GSIP 6x6 ID.849 F/6 GSIP 6x6 ID.848 F/7 GSIP 6x6 ID.848 F/8 GSIP 6x6 ID.847 F/9 JP.874 6x6 F/11 JP x9 G/1 GSIP 6x6 ID.744 G/2 GSIP 6x9 ID 1.59 G/3 GSIP 6x9 ID 1.54 G/4 JP x9 H/1 GSIP 6x6 ID.685 H/1 GSIP 6x6 ID.621 H/1 GSIP 6x6 ID.568 H/2 GSIP 6x6 ID.618 H/3 GSIP 6x6 ID.579 H/4 GSIP 6x6 ID.618 H/5 GSIP 6x6 ID.7 H/6 JP.75 6x6 H/7 JP x9 M/1 GSIP 6x6 ID.42 SETOUT POINT NOTES: LL GRTED PIT OVERS IN RODS RE TO E IYLE SFE. LL SG PITS TO HVE SLOTTED GRTES TO ONFORM TO WELDLOK GGS95SD OR EQUIVLENT REFER PENRTIH ITY OUNIL ONSTRUTION SPE SETION 6.8 ROD DRINGE PITS LL PITS <2m DEEP REFER TO PENRITH ITY OUNIL STNDRD PIT DRWINGS SD 22. NY INTER-LLOTMENT PIT GRETER THN 9mm DEEP SHLL HVE ONRETE LID REFER P ONSTRUTION SPE SETION 6.7. LL JUNTION PITS SHLL HVE ONRETE LID FOR PITS 2m SHLL E STRUTURLLY ERTIFIED SETOUT DETIL KER INLET PIT (LINTEL) SLE 1:1 SETOUT POINT SETOUT POINT Plotted: 2 October, 218 2:21:22 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg DRINGE SYSTEM PIT SHEDULE PIT PIT PIT PIT PIT OMMENTS E TYPE ESTING NORTHING DEPTH (-) (-) (m) (m) (m) 2/4 2.4 m lintel sag /5 2.4 m lintel sag / / /1 GSIP 6x6 ID.755 /2 GSIP 6x6 ID.828 /3 GSIP 6x9 ID.95 /4 GSIP 6x9 ID.99 /5 GSIP 6x9 ID 1.74 /6 GSIP 6x9 ID /7 GSIP 9x9 ID /8 GSIP 9x9 ID /9 GSIP 6x6 ID.856 /1 JP x9 /1 GSIP 6x6 ID.784 /2 GSIP 6x6 ID.784 J/1 GSIP 6x6 ID.751 J/2 GSIP 6x9 ID K/1 GSIP 6x6 ID.828 K/2 GSIP 6x9 ID.966 LD OMMENTS - PIT TYPE REVISED & LINE 19 DDED IUE FOR PPROVL MENDMENT 1:1 (T 1) 2 1 M 3/1/18 MP 17/11/17 DES DRN KD PR DTE MILLI SETOUT POINT 1:2 (T 1) J. WYNDHM PRINE SETOUT POINT SETOUT DETIL HEDWLL SLE 1:2 SETOUT DETIL KER INLET PIT (SG) (LINTEL ENTERED UNLE NOTED ON PLN) SLE 1: PO ox 4366 PENRITH WESTFIELD NSW 275 P F W E jwp@jwprince.com.au MILLI ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS ZIMUTH: M.G. DTUM:.H.D SETOUT DETIL KER INLET PIT (LINTEL) SLE 1:2 ID - JUNTION PIT (JP) SLE 1:2 THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. SETOUT POINT IUED FOR ONSTRUTION PPROVL DDENS HILL STGE 6 PIT SHEDULE & DETILS GRTED SURFE INLET PIT (GSIP) SLE 1:2 'L' PIT HMER DIMENSION (TYPIL) SLE 1:2 'W' PLN No: 11358/611 PIT TURRET PIT HMER KER LINE 1 ORIGINL

13 Plotted: 2 October, 218 2:21:59 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg RRJ /1 DTUM (m) PEK FLOW (L/s) PIPE SIZE (mm) PIPE L PIPE GRDE (%) PIPE OVER MINIMUM FULL PIPE VELOITY (m/s) HGL GRDE (%) 56. WE HYDRULI GRDE LINE INVERT LEVEL DESIGN SURFE LEVEL ROD HINGE PIPE HINGE DRINGE PROFILE REVISED IUE FOR PPROVL MENDMENT DRINGE PIPE SYSTEM TERS FOR 5YR RI UNLE OTHERWISE NOTED 1/2 1/3 1/4 1/5 15/1 14/5 16/1 14/6 17/1 14/3 17/1 14/2 19/1 19/2 19/3 TEMPORRY PIPE END P TO E REMOVED 65 RRJ RRJ RRJ LINE 1 LINE 15 LINE 16 LINE 17 LINE DRINGE LINE RRJ RRJ RRJ RRJ RRJ RRJ LINE 19 1:5 (T 1) 1:1 (T 3) :1 (T 1) 1:2 (T 3) IUED FOR ONSTRUTION PPROVL M 3/1/18 MP 17/11/17 DES DRN KD PR DTE J. WYNDHM PRINE PO ox 4366 PENRITH WESTFIELD NSW 275 P F W E jwp@jwprince.com.au ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS ZIMUTH: M.G. DTUM:.H.D THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. DDENS HILL STGE 6 DRINGE LONG SETIONS - SHEET No.1 PLN No: 11358/ ORIGINL LINE 11 LINE H 2.4 m lintel LINE m lintel 2.4 m lintel LINE m lintel LINE m lintel LINE 14 H.W.

14 DRINGE PIPE SYSTEM TERS FOR 5YR RI UNLE OTHERWISE NOTED LINE G LINE m lintel LINE m lintel LINE 15 LINE F 2.4 m lintel LINE m lintel sag 2.4 m lintel sag LINE /1 14/2 14/3 14/4 14/5 14/6 14/7 1/1 REMOVE LNK OFF WLL ND ONNET TO OX ULVERT DRINGE LINE DTUM (m) 55. Plotted: 2 October, 218 2:22:36 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg PEK FLOW (L/s) PIPE SIZE (mm) PIPE L PIPE GRDE (%) PIPE OVER MINIMUM FULL PIPE VELOITY (m/s) HGL GRDE (%) WE HYDRULI GRDE LINE INVERT LEVEL DESIGN SURFE LEVEL ROD HINGE PIPE HINGE LD OMMENTS - DRINGE REVISED DRINGE PROFILE REVISED IUE FOR PPROVL MENDMENT RRJ :5 (T 1) 1:1 (T 3) M RT MP 137 RRJ DES DRN KD PR RRJ LINE /1/18 8/12/17 17/11/17 DTE RRJ :1 (T 1) 1:2 (T 3) J. WYNDHM PRINE x45 ox ulvert PO ox 4366 PENRITH WESTFIELD NSW 275 P F W E jwp@jwprince.com.au x45 ox ulvert x45 ox ulvert ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS ZIMUTH: M.G. DTUM:.H.D THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. IUED FOR ONSTRUTION PPROVL DDENS HILL STGE 6 DRINGE LONG SETIONS - SHEET No.2 PLN No: 11358/ ORIGINL

15 Plotted: 2 October, 218 2:23:13 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg upv DTUM (m) 54. PEK FLOW (L/s) PIPE SIZE (mm) PIPE L PIPE GRDE (%) PIPE OVER MINIMUM FULL PIPE VELOITY (m/s) HGL GRDE (%) 1 15 upv WE HYDRULI GRDE LINE INVERT LEVEL DESIGN SURFE LEVEL ROD HINGE PIPE HINGE H/1 DRINGE PROFILE REVISED IUE FOR PPROVL MENDMENT GSIP 6x6 ID H/1 GSIP 6x6 ID H/1 H/2 H/3 H/4 H/5 H/6 H/7 15/1 G/1 G/2 G/3 G/4 14/1 M/1 H/ upv upv upv upv upv upv RRJ2 upv upv upv RRJ2 upv LINE H LINE G LINE M FUTURE ONSTRUTION PRT OF SEPRTE PPROVL 53. 1:5 (T 1) 1:1 (T 3) :1 (T 1) 1:2 (T 3) J. WYNDHM PRINE ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS ZIMUTH: M.G. DTUM:.H.D M 3/1/18 MP 17/11/17 DES DRN KD PR DTE PO ox 4366 PENRITH WESTFIELD NSW 275 P F W E jwp@jwprince.com.au THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. GSIP 6x6 ID GSIP 6x6 ID GSIP 6x6 ID GSIP 6x6 ID GSIP 6x6 ID JP LINE M JP LINE 15 GSIP 6x6 ID GSIP 6x9 ID GSIP 6x9 ID JP LINE 14 GSIP 6x6 ID JP LINE H DRINGE PIPE SYSTEM TERS FOR 5YR RI UNLE OTHERWISE NOTED IUED FOR ONSTRUTION PPROVL DDENS HILL STGE 6 PLN No: 11358/ DRINGE LONG SETIONS - SHEET No.3 1 ORIGINL

16 Plotted: 2 October, 218 3:3:3 PM File Name: J:\ Oonnell Lane addens\4 - Stage 5\D\\STGE 6\ dwg /4 2/ RRJ m lintel sag 2.4 m lintel sag LINE /6 1/7 2/1 2/2 2/5 /1 /2 /3 /4 /5 /6 /7 /8 /9 /1 2/3 /1 /2 / upv upv upv upv upv upv upv upv upv RRJ upv LINE RRJ RRJ upv LINE 2 LINE TEMPORRY PIPE END P TO E REMOVED DRINGE LINE DTUM (m) PEK FLOW (L/s) PIPE SIZE (mm) PIPE L PIPE GRDE (%) PIPE OVER MINIMUM FULL PIPE VELOITY (m/s) HGL GRDE (%) 111 RRJ RRJ WE LINE 2 HYDRULI GRDE LINE INVERT LEVEL DESIGN SURFE LEVEL ROD HINGE PIPE HINGE 1:5 (T 1) 1:1 (T 3) :1 (T 1) 1:2 (T 3) LD OMMENTS - PIT TYPE REVISED IUE FOR PPROVL MENDMENT M 3/1/18 MP 17/11/17 DES DRN KD PR DTE J. WYNDHM PRINE PO ox 4366 PENRITH WESTFIELD NSW 275 P F W E jwp@jwprince.com.au ONSULTING IVIL INFRSTRUTURE ENGINEERS & PROJET MNGERS ZIMUTH: M.G. DTUM:.H.D THIS DRWING MUST NOT E USED FOR ONSTRUTION UNLE SIGNED S PRT OF N PPROVED ONSTRUTION ERTIFITE. LINE 1 LINE 2.4 m lintel sag LINE 2 GSIP 6x6 ID GSIP 6x6 ID GSIP 6x9 ID GSIP 6x9 ID GSIP 6x9 ID GSIP 6x9 ID GSIP 9x9 ID GSIP 9x9 ID LINE GSIP 6x6 ID JP LINE 2 GSIP 6x6 ID GSIP 6x6 ID GSIP 9x9 ID LINE DRINGE PIPE SYSTEM TERS FOR 5YR RI UNLE OTHERWISE NOTED J/1 J/2 J/3 J/4 K/1 K/2 J/ upv upv upv LINE K TEMPORRY PIPE END P TO E REMOVED DRINGE LINE upv upv LINE J IUED FOR ONSTRUTION PPROVL DDENS HILL STGE 6 PLN No: 11358/ DRINGE LONG SETIONS - SHEET No.4 1 ORIGINL GSIP 6x6 ID GSIP 6x9 ID LINE K GSIP 6x6 ID GSIP 6x6 ID GSIP 6x6 ID GSIP 6x9 ID GSIP 6x9 ID LINE J