Morundah Concept Design Drawing

Page 1

MORUNDAHFLOODMITIGATIONDESIGN

WIDGIEWASTREET,MORUNDAHNSW

©DrysideEngineering(Aust)PtyLtd. Thisplanandthedesignherewithinisproducedby DrysideEngineeringsolelyfortheuseandbenefitofthe clientinaccordancewiththetermsandconditionsofthe signedcontract.DrysideEngineeringdoesnotandshall notassumeanyresponsibilityorliabilitywhatsoeverto anythirdpartyarisingoutofanyuseorreliancebythird partyonthecontentofthisdocument.

FEDERATIONCOUNCIL MORUNDAHFLOODMITIGATIONDESIGN WIDGIEWASTREET

DATE PLOTTED: 19 March 2024 3:52 PM BY AARON WARD XREF's:CAD File: C:\Users\aaron\Dryside Engineering Dropbox\Dryside\1. Jobs\2023\DSE23030_Morundah_Flood_Mitigation\4.ENGINEERING\2.Drawings\DSE23030-0001.dwg
ABN:45639039839 DESVERAPP DESCRIPTION DATE REV CHECKED APPROVED DATE DATE DESIGNED DRAWN PROJECTION SHEETSIZE SCALE DATUM NORTH NOTTOBEUSEDFORCONSTRUCTIONPURPOSES PRELIMINARYDESIGN
MORUNDAH,NSW2700 PRELIMINARYDESIGN FACESHEET,LOCALITYPLAN ANDDRAWINGREGISTER DSE23030-0001 3 A.WARD 26/10/2023 A.WARD 26/10/2023 ASSHOWNMAHD GD2020 A1 EDHENTY 19/03/2024 EDHENTYLOCALITYPLAN NOTTOSCALE
www.dryside.com.au
FOR FEDERATIONCOUNCIL LOCATIONOFWORKS GOOGLEIMAGE(ACCESSEDON26/10/2023) - AWEH 19/03/2024PRELIMINARYISSUEALIGNMENTCHANGE 3 - AWEH 01/12/2023PRELIMINARYISSUE 2 - - - NOTISSUEDASPARTOFDRAWINGSET - 1
SHEETNUMBER SHEETTITLE 0001 FACESHEET,LOCALITYPLANANDDRAWINGREGISTER 0100 OVERALLLAYOUTPLAN 1000 BUNDLAYOUTPLANANDLONGITUDINALSECTIONSHEET1OF3 1001 BUNDLAYOUTPLANANDLONGITUDINALSECTIONSHEET2OF3 1002 BUNDLAYOUTPLANANDLONGITUDINALSECTIONSHEET3OF3 1003 LEVEECULVERTLAYOUTPLANANDSECTION 1100 TYPICALDETAILSSHEET1OF 1101 TYPICALDETAILSSHEET2OF 1200 ROADLONGITUDINALSECTIONSSHEET1OF3 1201 ROADLONGITUDINALSECTIONSSHEET2OF3 1202 ROADLONGITUDINALSECTIONSSHEET3OF3 1300 BUNDCROSSSECTIONS-SHEET1OF2 1301 BUNDCROSSSECTIONS-SHEET2OF2
DRAWINGREGISTER
> > > > > > > EO/H EO/H EO/H O/H EO/H EO/H EO/H EO/H T EO/H EO/H EO/H EO/H W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T RFS 125.5 126.0 126.0 126.0 126.0 126.0 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.0 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5127.5 127.5 127.5 127.5127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5127.5 127.5 127.5 127.5 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0128.0128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0128.0 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 129.5 130.0 130.0 130.0 130.0 130.0 130.0 130.5 128.5 128.5 127.0 127.0 127.0 127.0 127.5 127.5 127.5 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0128.0 128.0 128.0 128.0 128.0 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 129.0 129.0 129.0 129.0 129.0 129.5 129.5129.5
MILVAIN DRIVE YAMMA STREET OLDSCHOOLROAD YARRABEESTREET GOREE STREET RAILWAYLINE YAMMA STREET COLOMBO STREET YARRABEESTREET EXISTING BUND TO REMAIN -SUBJECT TO GEOTECHNICAL INVESTIGATION REFER SHEET1000 SHEETREFER 1001 REFERSHEET1002 BROWLEY STREET REFERINSETA CH0.000 CH100.000 CH200.000 CH300.000 CH400.000 CH500.000 CH600.000 CH674.678 BACK MORUNDAH RD DATE PLOTTED: 19 March 2024 3:52 PM BY AARON WARD XREF's: X-DSE23030-CADASTRAL; X-DSE23030-BASE; X-DSE23030-SURVEY; X-DSE23030-CONT-E CAD File: C:\Users\aaron\Dryside Engineering Dropbox\Dryside\1. Jobs\2023\DSE23030_Morundah_Flood_Mitigation\4.ENGINEERING\2.Drawings\DSE23030-0100.dwg ©DrysideEngineering(Aust)PtyLtd. Thisplanandthedesignherewithinisproducedby DrysideEngineeringsolelyfortheuseandbenefitofthe clientinaccordancewiththetermsandconditionsofthe signedcontract.DrysideEngineeringdoesnotandshall notassumeanyresponsibilityorliabilitywhatsoeverto anythirdpartyarisingoutofanyuseorreliancebythird partyonthecontentofthisdocument. www.dryside.com.au ABN:45639039839 DESVERAPP DESCRIPTION DATE REV CHECKED APPROVED DATE DATE DESIGNED DRAWN PROJECTION SHEETSIZE SCALE DATUM - AWEH 19/03/2024PRELIMINARYISSUEALIGNMENTCHANGE 3 - AWEH 01/12/2023PRELIMINARYISSUE 2 - AWEH 10/11/2023ISSUEDTOCOUNCILFORALIGNMENTAPPROVAL 1 NORTH NOTTOBEUSEDFORCONSTRUCTIONPURPOSES PRELIMINARYDESIGN FEDERATIONCOUNCIL MORUNDAHFLOODMITIGATIONDESIGN WIDGIEWASTREET MORUNDAH,NSW2700 PRELIMINARYDESIGN OVERALLLAYOUTPLANDSE23030-0100 3 A.WARD 26/10/2023 A.WARD 26/10/2023 ASSHOWNMAHD GD2020 A1 EDHENTY 19/03/2024 EDHENTY0 SCALE1:1500 50m @A1 LEGEND EXISTINGSURVEY PROPOSEDBUNDWITH TOPSOILBENCH SWD EXISTINGDRAINAGE T EXISTINGTELECOMMUNICATIONS EO/H EXISTINGO/HEADELECTRICITY W EXISTINGWATERMAIN > PROPOSEDSWALEDRAIN PROPOSEDDRAINAGE PIPEANDHEADWALLS 235.0 EXISTINGCONTOURS MAJOR&LABEL MINOR&LABEL 235.0 235.0 PROPOSEDCONTOURS MAJOR&LABEL MINORLABEL 235.0 PROPOSEDASPHALTROADWAY PROFILEANDRESHEET PROPOSEDGRAVELROADWAY ANDSHOULDERS WARNING BEWAREOFUNDERGROUNDSERVICES THELOCATIONOFUNDERGROUNDSERVICESARE APPROXIMATEONLYANDTHEIREXACTPOSITIONSHOULD BEPROVENONSITE.NOGUARANTEEISGIVENTHATALL EXISTINGSERVICESARESHOWN.
EXISTINGSEWER
ROADWAY OVERALLLAYOUTPLAN SCALE1:1500
BROWLEYSTREET WIDGIEWASTREET
S
PROPOSEDASPHALT

OLDSCHOOLROAD

DESIGNGEOMETRYOFCENTRELINE

DESIGNGRADINGOFCENTRELINE

DATUMRL124.00

DESIGNBUND CENTRELINE

YAMMA STREET

RS01DESIGNALIGNMENT

LANEWAY

BROWLEY STREET

©DrysideEngineering(Aust)PtyLtd. Thisplanandthedesignherewithinisproducedby DrysideEngineeringsolelyfortheuseandbenefitofthe clientinaccordancewiththetermsandconditionsofthe signedcontract.DrysideEngineeringdoesnotandshall notassumeanyresponsibilityorliabilitywhatsoeverto

FEDERATIONCOUNCIL MORUNDAHFLOODMITIGATIONDESIGN WIDGIEWASTREET

> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > EO/H EO/H EO/H EO/H EO/H EO/H EO/H EO/H EO/H EO/H > > O/H EO/H EO/H O/H EO/H EO/H EO/H EO/H EO/H EO/H > > > > > > > > W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T 128.0 128.0 128.0 128.0 128.0 128.5 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.5 128.5 128.5 128.5 128.5 128.5 128.00 128.00 128.00 127.80 128.20 128.20 128.20 128.20 128.20 128.40 128.40 128.40 128.40 128.40 128.40128.60 128.60 128.60 128.80 128.80
-BUNDCENTRELINE RS02DESIGNALIGNMENT -ROADCENTRELINE RS03DESIGNALIGNMENT -ROADCENTRELINE RS04DESIGNALIGNMENT -LANEWAYCENTRELINE MILVAIN DRIVE
RFSSHED 2No.525ØRCP CH0.000 CH20.000 CH40.000 CH60.000 CH76.692SAWCUT 1.00 21.77 2.10 4.00 5.80 1.00 6.60 INSTALLNEWCULVERTWITH FLOODGATEONTHEWET SIDEOFBUNDANDRE-GRADE EXISTINGSWALES INSTALLNEWCULVERTAND HEADWALLS.INSTALLNEW FLOODGATEONTHEWETSIDEOF BUND SPOILMOUND TOBEREMOVED PROPOSEDBUNDTOTIEINTO EXISTINGBUND.SUBJECTTO GEOTECHNICALINVESTIGATION INSTALLNEWCULVERT ANDHEADWALLS PARTIALLYRECONSTRUCT RFSDRIVEWAYTOSUITNEW LEVELS COUNCILTOCONFIRM EXTENTOFGRAVEL REINSTATEMENT REGRADE EXISTING SWALES DEMOLISHANDREMOVEEXISTING3No. 375ØCULVERTS.INSTALLNEW2NO.525Ø CULVERTSANDDUALHEADWALLSTOSUIT WATER CROSSING TELSTRA CROSSING MATCHGRAVELTO EXISTINGCHANNEL BREAKINTOEXISTINGPIPE ANDCONSTRUCTNEW 600x600GRATEDCATCHPIT CH0.000 CH42.362CH40.000 CH50.134 CH80.000 CH93.002 CH101.310 CH117.445 CH120.000 CH160.000 CH192.704 CH200.000 CH213.292 CH220.957 CH240.000 CH248.628 CH270.419CH271.882CH280.000CH286.572 CH320.000 CH360.000 CH0.000 CH20.000 CH29.509 CH0.000 CH20.000 CH40.000 CH60.000 CH80.000 CH100.000 CH119.817CH120.000 CH134.493CH138.996 1.20 1.20 TRANSITIONGRAVEL ROADWIDTHTOTIE INTOEXISTINGOLD SCHOOLROAD EXTENDEXISTINGCULVERTSAND INSTALLNEWHEADWALLSTOSUIT EXTENDEXISTING CULVERTANDINSTALL NEWHEADWALLTOSUIT RAISEDOLDSCHOOLROADANDBACK MORUNDAHROADINTERSECTIONTOACT ASFREEBOARDBUND
RAISEDOLDSCHOOLROAD TOACTASFREEBOARDBUND 5R -10R 5R -20R 40R VERTICALCURVES 33.65% 0% 0.1% 0.29% 0.03% 0.01% 0% 0.000 0.00 128.22 128.22 128.223 0.892 -0.30 128.22 128.22 128.523 40.000 -0.47 128.05 128.24 128.523 42.362 -0.50 128.02 128.25 128.523 50.134 -0.54 127.98 128.31 128.523 80.000 -0.64 127.88 128.36 128.523 93.002 -0.64 127.88 128.39 128.523 93.012 -0.64 127.88 128.39 128.523 101.310 -0.63 127.90 128.37 128.531 117.454 -0.40 128.14 128.45 128.547 120.000 -0.41 128.14 128.45 128.554 160.000 -0.51 128.17 128.50 128.670 192.733 -0.57 128.19 128.54 128.766 200.000 -0.82 127.95 128.59 128.768 213.292 -0.38 128.39 128.67 128.772 220.957 -0.65 128.12 128.67 128.774 220.965 -0.65 128.12 128.67 128.774 240.000 -0.47 128.30 128.68 128.775 248.628 -0.42 128.36 128.68 128.776 270.419 -0.29 128.49 128.68 128.778 271.882 -0.28 128.50 128.68 128.778 280.000 -0.37 128.41 128.68 128.778 286.572 -0.47 128.31 128.68 128.779 286.600 -0.47 128.31 128.68 128.779 320.000 -0.46 128.32 128.68 128.780 CHAINAGE DEPTHTO EXISTINGSURFACE EXISTINGSURFACE PROFILEATCENTRELINE 5%AEP PROFILEATCENTRELINE
BACKMORUNDAHROAD OLDSCHOOLROAD PROPOSED CULVERT PROPOSED CULVERT MINIMUMSTARTHEIGHT OFBUNDTOBE300mm LANEWAY FINISHEDSURFACEOF OLDSCHOOLROAD BUNDTOTIEINTO OLDSCHOOLROAD BUNDTOTIEINTOBACK MORUNDAHROAD DATE PLOTTED: 19 March 2024 3:52 PM BY AARON WARD XREF's: X-DSE23030-CADASTRAL; X-DSE23030-BASE; X-DSE23030-SURVEY; X-DSE23030-CONT-E; X-DSE23030-CONT-D; P-RS01-LS-1000-; P-RS01-LS-1001-; P-RS01-LS-1002CAD File: C:\Users\aaron\Dryside Engineering Dropbox\Dryside\1. Jobs\2023\DSE23030_Morundah_Flood_Mitigation\4.ENGINEERING\2.Drawings\DSE23030-1000.dwg
anythirdpartyarisingoutofanyuseorreliancebythird partyonthecontentofthisdocument. www.dryside.com.au ABN:45639039839 DESVERAPP DESCRIPTION DATE REV CHECKED APPROVED DATE DATE DESIGNED DRAWN PROJECTION SHEETSIZE SCALE DATUM NORTH NOTTOBEUSEDFORCONSTRUCTIONPURPOSES PRELIMINARYDESIGN
MORUNDAH,NSW2700 PRELIMINARYDESIGN BUNDLAYOUTPLANANDLONGITUDINALSECTION SHEET1OF3 DSE23030-1000 3 A.WARD 26/10/2023 A.WARD 26/10/2023 ASSHOWNMAHD GD2020 A1 EDHENTY 19/03/2024 EDHENTYSCALE1:50 1 2m 0 @A1 LEGEND EXISTINGSURVEY PROPOSEDLEVEEWITH TOPSOILBENCH SWD EXISTINGDRAINAGE T EXISTINGTELECOMMUNICATIONS EO/H EXISTINGO/HEADELECTRICITY W EXISTINGWATERMAIN > PROPOSEDSWALEDRAIN PROPOSEDDRAINAGE PIPEANDHEADWALLS 235.0 EXISTINGCONTOURS MAJOR&LABEL MINOR&LABEL 235.0 235.0 PROPOSEDCONTOURS MAJOR&LABEL MINORLABEL 235.0 PROPOSEDGRAVELROADWAY ANDSHOULDERS PROPOSEDASPHALTROADWAY PROFILEANDRESHEET WARNING BEWAREOFUNDERGROUNDSERVICES THELOCATIONOFUNDERGROUNDSERVICESARE APPROXIMATEONLYANDTHEIREXACTPOSITIONSHOULD BEPROVENONSITE.NOGUARANTEEISGIVENTHATALL EXISTINGSERVICESARESHOWN. S EXISTINGSEWER PROPOSEDASPHALT ROADWAY FOR CONTINUATION REFER TO NEXT SHEET 0 20m 10 SCALE1:500 @A1 LAYOUTPLAN SCALE1:500 RS01-BUNDLONGITUDINALSECTION SCALEH1:500V1:50 - AWEH 19/03/2024PRELIMINARYISSUEALIGNMENTCHANGE 3 - AWEH 01/12/2023PRELIMINARYISSUE 2 - AWEH 10/11/2023ISSUEDTOCOUNCILFORALIGNMENTAPPROVAL 1 EXISTINGSERVICES ALLEXISTINGSERVICESTOBEPROTECTED DURINGTHEWORKS.CONCRETE ENCASEMENTFOREXISTINGSERVICE HIGHLIGHTEDASPERTHESERVICELEVEE CROSSINGDETAIL.

DESIGNGEOMETRYOFCENTRELINE

DESIGNGRADINGOFCENTRELINE

DATUMRL124.00

DESIGNBUND CENTRELINE

5%AEP PROFILEATCENTRELINE

EXISTINGSURFACE

PROFILEATCENTRELINE

DEPTHTO

EXISTINGSURFACE

CHAINAGE

©DrysideEngineering(Aust)PtyLtd. Thisplanandthedesignherewithinisproducedby DrysideEngineeringsolelyfortheuseandbenefitofthe clientinaccordancewiththetermsandconditionsofthe signedcontract.DrysideEngineeringdoesnotandshall notassumeanyresponsibilityorliabilitywhatsoeverto anythirdpartyarisingoutofanyuseorreliancebythird

FEDERATIONCOUNCIL MORUNDAHFLOODMITIGATIONDESIGN WIDGIEWASTREET MORUNDAH,NSW2700

> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > E O/H E O/H E O/H E O/H > > > > > > > > > > > > > > > > > > > > > > > > E O/H E O/H E O/H E O/H E O/H E O/H > W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 128.5 128.5 128.5 129.0 129.5 129.5 129.5 129.5 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 128.5 EXISTINGBUNDTOBERETAINED-SUBJECTTOGEOTECHNICALINVESTIGATION RE-GRADESWALE EXISTINGBUND 128.20 128.20 128.40 128.40128.40 128.60 128.60 128.60 PROPOSEDBUNDTOTIEINTO EXISTINGBUND.SUBJECTTO GEOTECHNICALINVESTIGATION PROPOSEDBUNDTOTIEINTO EXISTINGBUND.SUBJECTTO GEOTECHNICALINVESTIGATION
-BUNDCENTRELINE MILVAINDRIVE MILVAINDRIVE SPOILMOUND TOBEREMOVED TELSTRA CROSSING TELSTRA CROSSING 1.00 ACCESSOVERBUND COUNCILTOCONFIRMACCESS TRACKOVERPROPOSEDBUND TOEXISTINGFARMGATE EXISTINGFARMGATE CH320.000 CH360.000 CH380.362 CH400.000 CH417.396 CH440.000 CH480.000 CH520.000 CH560.000CH560.579CH590.088 CH600.000 CH640.000 50R VERTICALCURVES 0% -0% 320.000 -0.46 128.32 128.68 128.780 360.000 0.01 128.79 128.68 380.362 -0.04 128.74 128.68 400.000 0.01 128.80 128.69 417.396 -0.09 128.70 128.69 417.424 -0.09 128.70 128.69 440.000 0.00 128.79 128.69 480.000 0.06 128.84 128.69 520.000 -0.02 128.76 128.69 128.785 560.000 -0.63 128.16 128.68 128.785
RS01DESIGNALIGNMENT
EXISTINGBUND DATE PLOTTED: 19 March 2024 3:52 PM BY AARON WARD XREF's: X-DSE23030-CADASTRAL; X-DSE23030-BASE; X-DSE23030-SURVEY; X-DSE23030-CONT-E; X-DSE23030-CONT-D; P-RS01-LS-1000-; P-RS01-LS-1001-; P-RS01-LS-1002CAD File: C:\Users\aaron\Dryside Engineering Dropbox\Dryside\1. Jobs\2023\DSE23030_Morundah_Flood_Mitigation\4.ENGINEERING\2.Drawings\DSE23030-1000.dwg
partyonthecontentofthisdocument. www.dryside.com.au ABN:45639039839 DESVERAPP DESCRIPTION DATE REV CHECKED APPROVED DATE DATE DESIGNED DRAWN PROJECTION SHEETSIZE SCALE DATUM NORTH NOTTOBEUSEDFORCONSTRUCTIONPURPOSES PRELIMINARYDESIGN
PRELIMINARYDESIGN BUNDLAYOUTPLANANDLONGITUDINALSECTION SHEET2OF3 DSE23030-1001 3 A.WARD 26/10/2023 A.WARD 26/10/2023 ASSHOWNMAHD GD2020 A1 EDHENTY 19/03/2024 EDHENTYLEGEND EXISTINGSURVEY PROPOSEDLEVEEWITH TOPSOILBENCH SWD EXISTINGDRAINAGE T EXISTINGTELECOMMUNICATIONS EO/H EXISTINGO/HEADELECTRICITY W EXISTINGWATERMAIN > PROPOSEDSWALEDRAIN PROPOSEDDRAINAGE PIPEANDHEADWALLS 235.0 EXISTINGCONTOURS MAJOR&LABEL MINOR&LABEL 235.0 235.0 PROPOSEDCONTOURS MAJOR&LABEL MINORLABEL 235.0 PROPOSEDGRAVELROADWAY ANDSHOULDERS PROPOSEDASPHALTROADWAY PROFILEANDRESHEET WARNING BEWAREOFUNDERGROUNDSERVICES THELOCATIONOFUNDERGROUNDSERVICESARE APPROXIMATEONLYANDTHEIREXACTPOSITIONSHOULD BEPROVENONSITE.NOGUARANTEEISGIVENTHATALL EXISTINGSERVICESARESHOWN. S EXISTINGSEWER PROPOSEDASPHALT ROADWAY FORCONTINUATIONREFERTONEXTSHEET FORCONTINUATIONREFERTOPREVIOUSSHEET LAYOUTPLAN SCALE1:500 RS01-BUNDLONGITUDINALSECTION SCALEH1:500V1:50 SCALE1:50 1 2m 0 @A1 0 20m 10 SCALE1:500 @A1 - AWEH 19/03/2024PRELIMINARYISSUEALIGNMENTCHANGE 3 - AWEH 01/12/2023PRELIMINARYISSUE 2 - AWEH 10/11/2023ISSUEDTOCOUNCILFORALIGNMENTAPPROVAL 1 EXISTINGSERVICES ALLEXISTINGSERVICESTOBEPROTECTED DURINGTHEWORKS.CONCRETE ENCASEMENTFOREXISTINGSERVICE HIGHLIGHTEDASPERTHESERVICELEVEE CROSSINGDETAIL.

RS05DESIGNALIGNMENT

RE-GRADESWALE

EXISTINGFARMGATE

ACCESSOVERBUND

COUNCILTOCONFIRMACCESS TRACKOVERPROPOSEDBUND TOEXISTINGFARMGATE

RS01DESIGNALIGNMENT -BUNDCENTRELINE

RECONSTRUCTDRIVEWAY TOSUITNEWLEVELS

EXISTINGCULVERT TOREMAIN

RECONSTRUCTMILVAIN DRIVETOSUITNEWLEVELS

INSTALLSECOND900x300mmBOX CULVERTANDHEADWALLSTOSUIT

RAISEDBROWLEYAND WIDGIEWASTREETSTOACTAS THEDIVERSIONBUND.REFER ROADLONGITUDINALSECTIONS

MAINTAINEXISTINGSWALE

TELSTRA CROSSING

WIDGIEWASTREETHIGHER

DESIGNGEOMETRYOFCENTRELINE

DESIGNGRADINGOFCENTRELINE

DATUMRL124.00

DESIGNBUND CENTRELINE

5%AEP

PROFILEATCENTRELINE

EXISTINGSURFACE

PROFILEATCENTRELINE

DEPTHTO

EXISTINGSURFACE

CHAINAGE

©DrysideEngineering(Aust)PtyLtd. Thisplanandthedesignherewithinisproducedby DrysideEngineeringsolelyfortheuseandbenefitofthe clientinaccordancewiththetermsandconditionsofthe signedcontract.DrysideEngineeringdoesnotandshall notassumeanyresponsibilityorliabilitywhatsoeverto anythirdpartyarisingoutofanyuseorreliancebythird partyonthecontentofthisdocument.

RECONSTRUCTDRIVEWAY TOSUITNEWLEVELS

PROFILEANDRESHEET EXISTINGASPHALTSURFACE

MATCHTOEXISTING CHANNEL

WIDGIEWAST

PROPOSEDCULVERT

> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > O/H O/HE O/HE O/H > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > E O/H E O/H E O/H E O/H E O/H E O/H T T T O/H O/HE O/HE O/H O/HE O/H O/HE O/HE O/H O/HE > E O/H E O/H E O/H E O/H W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T 128.0 128.0 128.5 128.5 128.5 128.5 129.0 129.0 129.5 129.5 129.5 129.5 129.5 128.5 127.5 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.0 128.5 128.5 128.5 128.5 128.5 129.0 129.5 129.5 128.00 129.00 128.20 128.20 128.20 128.40 128.40 128.40 128.40 128.60 128.60 128.80
-ROADCENTRELINE
RS06DESIGNALIGNMENT
-ROADCENTRELINE BROWLEY STREET
DRIVE CH0.000 CH15.096 CH20.000 CH39.671 CH40.000 CH60.000 CH79.934 CH0.000 CH20.000 CH40.000 CH56.941 900x300RCBC
WIDGIEWASTREET MILVAIN
THAN5%AEPWL.REFER LONGITUDINALSECTION SAWCUT 5.80 7.20
INSTALLNEWCULVERT WITHFLOODGATEONTHE WETSIDEOFTHEBUND
MATCHTO EXISTING CHANNEL
TELSTRA CROSSING
2No.WATER CROSSINGS
CH560.000 CH560.579 CH590.088 CH600.000 CH640.000 CH674.678
20R VERTICALCURVES -0% -0% -0.01% 560.000 -0.63 128.16 128.68 128.785 560.579 -0.67 128.12 128.68 128.785 560.607 -0.67 128.12 128.68 128.785 590.088 -0.59 128.20 128.68 128.784 590.106 -0.59 128.20 128.68 128.784 600.000 -0.58 128.21 128.68 128.783 640.000 -0.62 128.16 128.68 128.780 674.678 -0.28 128.50 128.777 679.678 128.42
BROWLEYSTREET
DATE PLOTTED: 19 March 2024 3:52 PM BY AARON WARD XREF's: X-DSE23030-CADASTRAL; X-DSE23030-BASE; X-DSE23030-SURVEY; X-DSE23030-CONT-E; X-DSE23030-CONT-D; P-RS01-LS-1000-; P-RS01-LS-1001-; P-RS01-LS-1002CAD File: C:\Users\aaron\Dryside Engineering Dropbox\Dryside\1. Jobs\2023\DSE23030_Morundah_Flood_Mitigation\4.ENGINEERING\2.Drawings\DSE23030-1000.dwg
www.dryside.com.au ABN:45639039839 DESVERAPP DESCRIPTION DATE REV CHECKED APPROVED DATE DATE DESIGNED DRAWN PROJECTION SHEETSIZE SCALE DATUM NORTH NOTTOBEUSEDFORCONSTRUCTIONPURPOSES PRELIMINARYDESIGN FEDERATIONCOUNCIL
BUNDLAYOUTPLANANDLONGITUDINALSECTION SHEET3OF3 DSE23030-1002 3 A.WARD 26/10/2023 A.WARD 26/10/2023 ASSHOWNMAHD GD2020 A1 EDHENTY 19/03/2024 EDHENTYLEGEND EXISTINGSURVEY PROPOSEDLEVEEWITH TOPSOILBENCH SWD EXISTINGDRAINAGE T EXISTINGTELECOMMUNICATIONS EO/H EXISTINGO/HEADELECTRICITY W EXISTINGWATERMAIN > PROPOSEDSWALEDRAIN PROPOSEDDRAINAGE PIPEANDHEADWALLS 235.0 EXISTINGCONTOURS MAJOR&LABEL MINOR&LABEL 235.0 235.0 PROPOSEDCONTOURS MAJOR&LABEL MINORLABEL 235.0 PROPOSEDGRAVELROADWAY ANDSHOULDERS PROPOSEDASPHALTROADWAY PROFILEANDRESHEET WARNING BEWAREOFUNDERGROUNDSERVICES THELOCATIONOFUNDERGROUNDSERVICESARE APPROXIMATEONLYANDTHEIREXACTPOSITIONSHOULD BEPROVENONSITE.NOGUARANTEEISGIVENTHATALL EXISTINGSERVICESARESHOWN. S EXISTINGSEWER PROPOSEDASPHALT ROADWAY FORCONTINUATIONREFERTOPREVIOUSSHEET LAYOUTPLAN SCALE1:500 RS01-BUNDLONGITUDINALSECTION SCALEH1:500V1:50 SCALE1:50 1 2m 0 @A1 0 20m 10 SCALE1:500 @A1 - AWEH 19/03/2024PRELIMINARYISSUEALIGNMENTCHANGE 3 - AWEH 01/12/2023PRELIMINARYISSUE 2 - AWEH 10/11/2023ISSUEDTOCOUNCILFORALIGNMENTAPPROVAL 1 EXISTINGSERVICES ALLEXISTINGSERVICESTOBEPROTECTED DURINGTHEWORKS.CONCRETE ENCASEMENTFOREXISTINGSERVICE HIGHLIGHTEDASPERTHESERVICELEVEE CROSSINGDETAIL.
MORUNDAHFLOODMITIGATIONDESIGN WIDGIEWASTREET MORUNDAH,NSW2700 PRELIMINARYDESIGN

EXISTINGPUMPSTATION ANDCULVERTSTOREMAIN. DONOTDISTURB.

DRAINAGEOUTLETONTHEWETSIDEOFTHE LEVEETOBEFITTEDWITHFLUSHMOUNT FLOODGATE.HEADWALLANDAPRONDIMENSIONS TOALLOWFORFLOODGATETOBEMOUNTED

EXISTINGSURFACE

CONSTRUCTSWALEFOR DRAINAGEOUTFALL

INSTALLPRECAST HEADWALLTOSUIT

INSTALLHEADWALLTOSUIT

CONSTRUCTNEW1350Ø CULVERTTHROUGH EXISTINGLEVEEASPER SECTION1.

CONSTRUCTNEW SWALEFOROUTFALL

INSTALLHEADWALLTOSUIT ANDFITWITHFLOODGATE

NOM.200mmTOPSOIL SEEDEDWITHNATIVE INDIGENOUSGRASSES

PROPOSED1350ØRCP DRAINAGECULVERT NTWLRL126.85(27/10/2023)

INSTALLROCKBEACHINGATINLET, SUBJECTTODETAILEDDESIGN INSTALLROCK BEACHINGATOUTLET

©DrysideEngineering(Aust)PtyLtd. Thisplanandthedesignherewithinisproducedby DrysideEngineeringsolelyfortheuseandbenefitofthe clientinaccordancewiththetermsandconditionsofthe signedcontract.DrysideEngineeringdoesnotandshall notassumeanyresponsibilityorliabilitywhatsoeverto anythirdpartyarisingoutofanyuseorreliancebythird partyonthecontentofthisdocument.

> > > > > > > > > EXISTINGTREESTOBEREMOVED 1350Ø RCP EXISTINGLEVEECREST 1101 1
CULVERTSECTION SCALE1:50 1MAX.1IN2.5 3.3m
MAX.1IN2.5
EXISTINGLEVEEBENCH
150
ENGINEERINGFILL MIN.N20CONCRETE FULLENCASEMENT
INSTALLPRECAST HEADWALLTOSUIT
7.8m IL127.00 IL127.50 WETSIDE OFLEVEE DRYSIDE OFLEVEE
EXISTINGEARTHENLEVEE
DATE PLOTTED: 19 March 2024 3:52 PM BY AARON WARD XREF's: X-DSE23030-CADASTRAL; X-DSE23030-BASE; X-DSE23030-SURVEY; X-DSE23030-CONT-E; X-DSE23030-CONT-D; P-RS01-LS-1000-; P-RS01-LS-1001-; P-RS01-LS-1002CAD File: C:\Users\aaron\Dryside Engineering Dropbox\Dryside\1. Jobs\2023\DSE23030_Morundah_Flood_Mitigation\4.ENGINEERING\2.Drawings\DSE23030-1000.dwg
www.dryside.com.au ABN:45639039839 DESVERAPP DESCRIPTION DATE REV CHECKED APPROVED DATE DATE DESIGNED DRAWN PROJECTION SHEETSIZE SCALE DATUM NOTTOBEUSEDFORCONSTRUCTIONPURPOSES PRELIMINARYDESIGN FEDERATIONCOUNCIL MORUNDAHFLOODMITIGATIONDESIGN WIDGIEWASTREET MORUNDAH,NSW2700 PRELIMINARYDESIGN LEVEECULVERTLAYOUTPLAN ANDSECTION DSE23030-1003 3 A.WARD 26/10/2023 A.WARD 26/10/2023 ASSHOWNMAHD GD2020 A1 EDHENTY 19/03/2024 EDHENTYLEGEND EXISTINGSURVEY PROPOSEDLEVEEWITH TOPSOILBENCH SWD EXISTINGDRAINAGE T EXISTINGTELECOMMUNICATIONS EO/H EXISTINGO/HEADELECTRICITY W EXISTINGWATERMAIN > PROPOSEDSWALEDRAIN PROPOSEDDRAINAGE PIPEANDHEADWALLS 235.0 EXISTINGCONTOURS MAJOR&LABEL MINOR&LABEL 235.0 235.0 PROPOSEDCONTOURS MAJOR&LABEL MINORLABEL 235.0 PROPOSEDGRAVELROADWAY ANDSHOULDERS PROPOSEDASPHALTROADWAY PROFILEANDRESHEET WARNING BEWAREOFUNDERGROUNDSERVICES THELOCATIONOFUNDERGROUNDSERVICESARE APPROXIMATEONLYANDTHEIREXACTPOSITIONSHOULD BEPROVENONSITE.NOGUARANTEEISGIVENTHATALL EXISTINGSERVICESARESHOWN. S EXISTINGSEWER PROPOSEDASPHALT ROADWAY SCALE1:50 1 2m 0 @A1 0 8m 5 SCALE1:200 @A1 INSET SCALE1:200 A 0100 NORTH - AWEH 19/03/2024PRELIMINARYISSUEALIGNMENTCHANGE 3 - AWEH 01/12/2023PRELIMINARYISSUE 2 - AWEH 10/11/2023ISSUEDTOCOUNCILFORALIGNMENTAPPROVAL 1

EXISTINGSURFACE

EXISTINGSURFACE

RS03-OLDSCHOOLROADTYPICALSECTION

SCALE1:50

NOTE:

1.PAVEMENTWIDTHSTOMATCHEXISTING PAVEMENTWIDTH

2.EXISTINGSWALEDRAINSALONGEDGEOF ROADBATTERTOBEMAINTAINED

NOTE:

1.PAVEMENTWIDTHSTOMATCHEXISTING PAVEMENTWIDTH

2.EXISTINGSWALEDRAINSALONGEDGEOF ROADBATTERTOBEMAINTAINED

3.PAVEMENTDESIGNPARTOF GEOTECHNICALINVESTIGATION

DESIGNPAVEMENT.REFER

DESIGNSURFACE

STRIPEXISTINGSURFACEOFMIN200mmOR ASREQUIREDTOREMOVEEXISTINGTOPSOIL, PAVEMENTANDPAVEMENTSUB-GRADETO EXPOSENATURALCLAYSUB-GRADE

RS02-BACKMORUNDAHROADTYPICALSECTION

SCALE1:50 2.9m

DESIGNSURFACE

STRIPEXISTINGSURFACEOFMIN200mmOR ASREQUIREDTOREMOVEEXISTINGTOPSOIL TOEXPOSENATURALSUB-GRADE

NOM.200mmTOPSOIL SEEDEDWITHNATIVE INDIGENOUSGRASSES

RS01-5%AEPDEFLECTIONBUND

SCALE1:50

©DrysideEngineering(Aust)PtyLtd. Thisplanandthedesignherewithinisproducedby DrysideEngineeringsolelyfortheuseandbenefitofthe clientinaccordancewiththetermsandconditionsofthe signedcontract.DrysideEngineeringdoesnotandshall notassumeanyresponsibilityorliabilitywhatsoeverto anythirdpartyarisingoutofanyuseorreliancebythird partyonthecontentofthisdocument.

DESIGNPAVEMENT.REFER

SEEDEDWITHNATIVE INDIGENOUSGRASSES

STRIPEXISTINGSURFACEOFMIN200mmOR ASREQUIREDTOREMOVEEXISTINGTOPSOIL, PAVEMENTANDPAVEMENTSUB-GRADETO EXPOSENATURALCLAYSUB-GRADE

RS05-BROWLEYSTREETTYPICALSECTION

SCALE1:50

NOTE: 1.PAVEMENTWIDTHSTOMATCHEXISTING

DESIGNPAVEMENT.REFER

STRIPEXISTINGSURFACEOFMIN200mmOR ASREQUIREDTOREMOVEEXISTINGTOPSOIL, PAVEMENTANDPAVEMENTSUB-GRADETO EXPOSENATURALCLAYSUB-GRADE

RS06-WIDGIEWASTREETTYPICALSECTION SCALE1:50

FEDERATIONCOUNCIL MORUNDAHFLOODMITIGATIONDESIGN WIDGIEWASTREET MORUNDAH,NSW2700 PRELIMINARYDESIGN TYPICALDETAILS

VARIES BATTER VARIES BATTER 1.0m BENCH WETSIDE OFBUND EARTHENBUND DRYSIDE OFBUND CENTRELINE 1IN3 3.0%3.0% 1IN3 MIN. 100
5%AEPWL REFER CROSS SECTIONS FOR HEIGHT. MINIMUM 300mm
ENGINEEREDFILL
LANE 8.2m BACKMORUNDAHROAD 1.2m SHOULDER 1.2m SHOULDER 5.8m CARRIAGEWAY 2.9m LANE VARIES BATTER VARIES BATTER CENTRELINE 3.0% 4.0% 3.0% 4.0% 1IN5 1IN5
TOPAVEMENTTYPICAL DETAILS CRUSHEDROCK SHOULDER ENGINEEREDFILL
NOM.200mmTOPSOIL SEEDEDWITHNATIVE INDIGENOUSGRASSES
2.0m LANE 6.4m OLDSCHOOLROAD 1.2m SHOULDER 1.2m SHOULDER 4.0m CARRIAGEWAY 2.0m LANE VARIES BATTER VARIES BATTER CENTRELINE 4.0% 4.0% 4.0% 4.0% 1IN3 1IN5
3.PAVEMENTDESIGNPARTOF GEOTECHNICALINVESTIGATION DESIGNSURFACE DESIGNPAVEMENT.REFER TOPAVEMENTTYPICAL DETAILS CRUSHEDROCK SHOULDER ENGINEEREDFILL EXISTINGSURFACE NOM.200mmTOPSOIL SEEDEDWITHNATIVE INDIGENOUSGRASSES
EXPOSENATURALCLAYSUB-GRADE RS04-LANEWAYTYPICALSECTION SCALE1:50 3.3m LANEWAY 0.6m SHOULDER 0.6m SHOULDER 2.1m CARRIAGEWAY VARIES BATTER VARIES BATTER CENTRELINE 4.0% 4.0% 4.0% 4.0% 1IN5 1IN5 NOTE: 1.PAVEMENTWIDTHSTOMATCHEXISTING PAVEMENTWIDTH 2.EXISTINGSWALEDRAINSALONGEDGEOF ROADBATTERTOBEMAINTAINED 3.PAVEMENTDESIGNPARTOF GEOTECHNICALINVESTIGATION DESIGNSURFACE DESIGNPAVEMENT.REFER TOPAVEMENTTYPICAL DETAILS CRUSHEDROCK SHOULDER ENGINEEREDFILL EXISTINGSURFACE NOM.200mmTOPSOIL SEEDEDWITHNATIVE INDIGENOUSGRASSES STRIPEXISTINGSURFACEOFMIN200mmOR ASREQUIREDTOREMOVEEXISTINGTOPSOIL,
STRIPEXISTINGSURFACEOFMIN200mmOR ASREQUIREDTOREMOVEEXISTINGTOPSOIL, PAVEMENTANDPAVEMENTSUB-GRADETO
PAVEMENTANDPAVEMENTSUB-GRADETO EXPOSENATURALCLAYSUB-GRADE
2.9m LANE 8.2m BROWLEYSTREET 1.2m SHOULDER 1.2m SHOULDER 5.8m CARRIAGEWAY 2.9m LANE VARIES BATTER VARIES BATTER CENTRELINE 3.0% 4.0% 3.0% 4.0% 1IN5 1IN5 NOTE: 1.PAVEMENTWIDTHSTOMATCHEXISTING PAVEMENTWIDTH 2.EXISTINGSWALEDRAINSALONGEDGEOF ROADBATTERTOBEMAINTAINED 3.PAVEMENTDESIGNPARTOF GEOTECHNICALINVESTIGATION DESIGNSURFACE
TOPAVEMENTTYPICAL DETAILS CRUSHEDROCK SHOULDER ENGINEEREDFILL EXISTINGSURFACE NOM.200mmTOPSOIL
3.6m LANE 9.6m WIDGIEWASTREET 1.2m SHOULDER 1.2m SHOULDER 7.2m CARRIAGEWAY 3.6m LANE VARIES BATTER VARIES BATTER CENTRELINE 3.0% 4.0% 3.0% 4.0% 1IN5 1IN5
PAVEMENTWIDTH 2.EXISTINGSWALEDRAINSALONGEDGEOF ROADBATTERTOBEMAINTAINED 3.PAVEMENTDESIGNPARTOF GEOTECHNICALINVESTIGATION
DESIGNSURFACE
TOPAVEMENTTYPICAL DETAILS CRUSHEDROCK SHOULDER ENGINEEREDFILL EXISTINGSURFACE NOM.200mmTOPSOIL SEEDEDWITHNATIVE INDIGENOUSGRASSES
DATE PLOTTED: 19 March 2024 3:52 PM BY AARON WARD XREF's:CAD File: C:\Users\aaron\Dryside Engineering Dropbox\Dryside\1. Jobs\2023\DSE23030_Morundah_Flood_Mitigation\4.ENGINEERING\2.Drawings\DSE23030-1100.dwg
ABN:
DESVERAPP DESCRIPTION DATE REV CHECKED APPROVED DATE DATE DESIGNED DRAWN PROJECTION SHEETSIZE SCALE DATUM NOTTOBEUSEDFORCONSTRUCTIONPURPOSES PRELIMINARYDESIGN
www.dryside.com.au
45639039839
SHEET1OF2 DSE23030-1100 3 A.WARD 26/10/2023 A.WARD 26/10/2023 ASSHOWNMAHD GD2020 A1 EDHENTY 19/03/2024 EDHENTYSCALE1:50 1 2m 0 @A1 - AWEH 19/03/2024PRELIMINARYISSUEALIGNMENTCHANGE 3 - AWEH 01/12/2023PRELIMINARYISSUE 2 - - - NOTISSUEDASPARTOFDRAWINGSET - 1

SCALE1:100

1.TELSTRACROSSINGSTOBEUNDERTAKENBYTELSTRACONTRACTOR. 2.WATERCROSSINGSTOBEUNDERTAKENBYAPPROVEDCONTRACTOR

©DrysideEngineering(Aust)PtyLtd. Thisplanandthedesignherewithinisproducedby DrysideEngineeringsolelyfortheuseandbenefitofthe clientinaccordancewiththetermsandconditionsofthe signedcontract.DrysideEngineeringdoesnotandshall notassumeanyresponsibilityorliabilitywhatsoeverto anythirdpartyarisingoutofanyuseorreliancebythird

SWALEDRAINTYPICALSECTION

SCALE1:50

NOTES:

1.ITISUPTOTHECONTRACTORTOENSURESUFFICIENTSEDIMENT

MIN 300
1in3 SETOUT 1in3
PREVENTEROSIONANDLOSSOFTOPSOILDOESNOTOCCUR
CONTROLMEASURESDURINGESTABLISHMENTPHASETO
2.CONTRACTORTOGRADESWALESTOADEFINEDOUTLETPOINT NOM.200mmTOPSOIL SEEDEDWITHNATIVE INDIGENOUSGRASSES EXISTINGSURFACE SERVICELEVEECROSSINGDETAIL
2 SECTION
2LEVEECENTRELINE LEVEELIP LEVEETOE LEVEELIP
SCALE1:100
LEVEETOE NOTES:
CENTRELINE CLAYRICH ENGINEEREDFILL CONCRETE ENCASEWITH N20CONCRETE PROPOSED EXISTINGSERVICE DESIGNSURFACE CLAYRICHENGINEEREDFILL PROPOSEDEXISTINGSERVICE CONCRETEENCASE WITHN20CONCRETE EXISTINGSURFACE DATE PLOTTED: 19 March 2024 3:52 PM BY AARON WARD XREF's:CAD File: C:\Users\aaron\Dryside Engineering Dropbox\Dryside\1. Jobs\2023\DSE23030_Morundah_Flood_Mitigation\4.ENGINEERING\2.Drawings\DSE23030-1100.dwg
partyonthecontentofthisdocument. www.dryside.com.au ABN:45639039839 DESVERAPP DESCRIPTION DATE REV CHECKED APPROVED DATE DATE DESIGNED DRAWN PROJECTION SHEETSIZE SCALE DATUM NOTTOBEUSEDFORCONSTRUCTIONPURPOSES PRELIMINARYDESIGN FEDERATIONCOUNCIL MORUNDAHFLOODMITIGATIONDESIGN WIDGIEWASTREET MORUNDAH,NSW2700 PRELIMINARYDESIGN TYPICALDETAILS SHEET2OF2 DSE23030-1101 3 A.WARD 26/10/2023 A.WARD 26/10/2023 ASSHOWNMAHD GD2020 A1 EDHENTY 19/03/2024 EDHENTYSCALE1:50 1 2m 0 @A1 0 1 2 SCALE1:100 4m @A1 - AWEH 19/03/2024PRELIMINARYISSUEALIGNMENTCHANGE 3 - AWEH 01/12/2023PRELIMINARYISSUE 2 - - - NOTISSUEDASPARTOFDRAWINGSET - 1

HORIZONTALCURVES

DESIGNGRADINGOFCONTROLSTRING

DATUMRL127.00

DESIGNLEFT EDGEOFBITUMEN DESIGN ROADCENTRELINE

DESIGNRIGHT EDGEOFBITUMEN

EXISTINGSURFACE PROFILEATCENTRELINE

CHAINAGE

RS03-LONGITUDINALSECTION-OLDSCHOOLRD

RS02-LONGITUDINALSECTION-BACKMORUNDAHRD

©DrysideEngineering(Aust)PtyLtd.

FEDERATIONCOUNCIL

MORUNDAHFLOODMITIGATIONDESIGN

VERTICALCURVES 20mVC 25mVC 20mVC -0.15% 1.82% -1.81% 0.53%
0.000 128.51 128.420 128.420 128.507 0.012 128.51 128.420 128.420 128.507 10.012 128.49 128.454 128.454 128.541 20.000 128.48 128.586 128.586 128.673 20.012 128.48 128.586 128.586 128.673 25.483 128.44 128.686 128.686 128.773 37.983 128.40 128.799 128.799 128.886 40.000 128.40 128.797 128.797 128.884 50.483 128.39 128.686 128.686 128.773 56.611 128.43 128.575 128.575 128.662 60.000 128.44 128.520 128.607 66.611 128.48 128.455 128.539 76.611 128.53 128.447 128.534 76.692 128.53 128.534
VERTICALCURVEHASBEENDESIGNTO SUITSTOPPINGSITEDISTANCEAT50km/hr FORCARSANDTRUCKS. MATCHGRAVELTOEXISTINGCHANNEL OLDSCHOOLRD VERTICALCURVES 0.6% 0.35% -0.47% HORIZONTALCURVES R-40m L14.68m 0.000 128.39 128.307 128.307 128.387 20.000 128.24 128.427 128.427 128.507 40.000 128.15 128.547 128.547 128.627 40.799 128.15 128.551 128.551 128.631 60.000 128.13 128.618 128.618 128.698 80.000 128.16 128.688 128.688 128.768 100.000 128.18 128.758 128.758 128.838 116.066 128.19 128.814 128.814 128.894 119.817 128.19 128.796 128.796 128.876 120.000 128.20 128.795 128.875 134.493 128.33 128.808 138.996 128.39 128.787 CHAINAGE EXISTINGSURFACE PROFILEATCENTRELINE DESIGNRIGHT EDGEOFGRAVEL DESIGNLEFT EDGEOFGRAVEL DESIGN ROADCENTRELINE DATUMRL127.00 DESIGNGRADINGOFCONTROLSTRING BACKMORUNDAHRD OLDSCHOOLROAD DATE PLOTTED: 19 March 2024 3:52 PM BY AARON WARD XREF's: P-RS02-RLS-01; P-RS03-RLS-01; P-RS04-RLS-01; P-RS05-RLS-01; P-RS06-RLS-01 CAD File: C:\Users\aaron\Dryside Engineering Dropbox\Dryside\1. Jobs\2023\DSE23030_Morundah_Flood_Mitigation\4.ENGINEERING\2.Drawings\DSE23030-1200.dwg
notassumeanyresponsibilityorliabilitywhatsoeverto anythirdpartyarisingoutofanyuseorreliancebythird partyonthecontentofthisdocument. www.dryside.com.au ABN:45639039839 DESVERAPP DESCRIPTION DATE REV CHECKED APPROVED DATE DATE DESIGNED DRAWN PROJECTION SHEETSIZE SCALE DATUM NOTTOBEUSEDFORCONSTRUCTIONPURPOSES PRELIMINARYDESIGN
Thisplanandthedesignherewithinisproducedby DrysideEngineeringsolelyfortheuseandbenefitofthe clientinaccordancewiththetermsandconditionsofthe signedcontract.DrysideEngineeringdoesnotandshall
ROADLONGITUDINALSECTIONS SHEET1OF3 DSE23030-1200 3 A.WARD 26/10/2023 A.WARD 26/10/2023 ASSHOWNMAHD GD2020 A1 EDHENTY 19/03/2024 EDHENTYSCALE1:20 0.5 0 0.8m @A1
WIDGIEWASTREET MORUNDAH,NSW2700 PRELIMINARYDESIGN
0 8m 5 SCALE1:200 @A1
SCALEH1:200V1:20
LEGENDCROSSANDLONGSECTIONS FINISHEDSURFACEPROFILE EXISTINGSURFACEPROFILE 5%AEPFLOODPROFILE - AWEH 19/03/2024PRELIMINARYISSUEALIGNMENTCHANGE 3 - AWEH 01/12/2023PRELIMINARYISSUE 2 - - - NOTISSUEDASPARTOFDRAWINGSET - 1
SCALEH1:200V1:20

MATCHASPHALTTOEXISTINGCHANNEL BROWLEYST WIDGIEWAST

DESIGNGRADINGOFCONTROLSTRING

DATUMRL127.00

DESIGN ROADCENTRELINE

DESIGNLEFT EDGEOFBITUMEN

DESIGNRIGHT

EDGEOFBITUMEN

EXISTINGSURFACE PROFILEATCENTRELINE

CHAINAGE

RS05-LONGITUDINALSECTION-BROWLEYST

SCALEH1:200V1:20

HORIZONTALCURVES

DESIGNGRADINGOFCONTROLSTRING

DATUMRL127.00

ROADCENTRELINE

DESIGNLEFT

EDGEOFGRAVEL DESIGN

DESIGNRIGHT

EDGEOFGRAVEL

EXISTINGSURFACE

PROFILEATCENTRELINE

CHAINAGE

RS04-LONGITUDINALSECTION-LANEWAY

SCALEH1:200V1:20

©DrysideEngineering(Aust)PtyLtd. Thisplanandthedesignherewithinisproducedby DrysideEngineeringsolelyfortheuseandbenefitofthe clientinaccordancewiththetermsandconditionsofthe signedcontract.DrysideEngineeringdoesnotandshall notassumeanyresponsibilityorliabilitywhatsoeverto anythirdpartyarisingoutofanyuseorreliancebythird partyonthecontentofthisdocument.

VERTICALCURVES 10mVC -0.05% 2.74% 2.81%
0.000 128.00 127.956 127.956 127.998 5.001 127.98 127.988 127.988 128.030 10.001 127.98 128.090 128.090 128.132 20.000 127.87 128.364 128.364 128.406 26.874 128.12 128.594 29.509 128.13 128.668
LANEWAY PROPOSED CULVERT
20mVC 18mVC 20mVC 0.17% 2.21% 0.68% 3.71%
R-250m L24.57m 0.000 128.47 128.308 128.471 0.073 128.47 128.308 128.471 10.073 128.49 128.249 128.539 15.096 128.49 128.458 128.611 20.000 128.47 128.620 128.707 20.073 128.47 128.621 128.708 20.999 128.47 128.642 128.729 29.999 128.50 128.806 128.893 38.999 128.57 128.902 128.989 39.671 128.58 128.907 128.994 40.000 128.58 128.909 128.996 59.788 128.87 129.044 129.044 129.131 60.000 128.88 129.045 129.045 129.132 69.788 129.15 129.189 129.189 129.275 79.788 129.57 129.483 129.483 129.570 79.934 129.58 129.576
OLDSCHOOLRD
VERTICALCURVES
HORIZONTALCURVES
BROWLEYST EXISTINGDRIVEWAY
MILVAINDRIVE DATE PLOTTED: 19 March 2024 3:52 PM BY AARON WARD XREF's: P-RS02-RLS-01; P-RS03-RLS-01; P-RS04-RLS-01; P-RS05-RLS-01; P-RS06-RLS-01 CAD File: C:\Users\aaron\Dryside Engineering Dropbox\Dryside\1. Jobs\2023\DSE23030_Morundah_Flood_Mitigation\4.ENGINEERING\2.Drawings\DSE23030-1200.dwg
www.dryside.com.au ABN:45639039839 DESVERAPP DESCRIPTION DATE REV CHECKED APPROVED DATE DATE DESIGNED DRAWN PROJECTION SHEETSIZE SCALE DATUM NOTTOBEUSEDFORCONSTRUCTIONPURPOSES PRELIMINARYDESIGN
SHEET2OF3 DSE23030-1201 3 A.WARD 26/10/2023 A.WARD 26/10/2023 ASSHOWNMAHD GD2020 A1 EDHENTY 19/03/2024 EDHENTYSCALE1:20 0.5 0 0.8m @A1
FEDERATIONCOUNCIL MORUNDAHFLOODMITIGATIONDESIGN WIDGIEWASTREET MORUNDAH,NSW2700 PRELIMINARYDESIGN ROADLONGITUDINALSECTIONS
0 8m 5 SCALE1:200 @A1
LEGEND-CROSSANDLONGSECTIONS FINISHEDSURFACEPROFILE EXISTINGSURFACEPROFILE 5%AEPFLOODPROFILE - AWEH 19/03/2024PRELIMINARYISSUEALIGNMENTCHANGE 3 - AWEH 01/12/2023PRELIMINARYISSUE 2 - - - NOTISSUEDASPARTOFDRAWINGSET - 1

DESIGNGRADINGOFCONTROLSTRING

DATUMRL127.00

DESIGN ROADCENTRELINE

DESIGNLEFT EDGEOFBITUMEN

DESIGNRIGHT EDGEOFBITUMEN

EXISTINGSURFACE PROFILEATCENTRELINE

CHAINAGE

©DrysideEngineering(Aust)PtyLtd. Thisplanandthedesignherewithinisproducedby DrysideEngineeringsolelyfortheuseandbenefitofthe clientinaccordancewiththetermsandconditionsofthe signedcontract.DrysideEngineeringdoesnotandshall notassumeanyresponsibilityorliabilitywhatsoeverto anythirdpartyarisingoutofanyuseorreliancebythird partyonthecontentofthisdocument.

FEDERATIONCOUNCIL MORUNDAHFLOODMITIGATIONDESIGN WIDGIEWASTREET MORUNDAH,NSW2700 PRELIMINARYDESIGN ROADLONGITUDINALSECTIONS SHEET3OF3

VERTICALCURVES 20mVC -0.31% 0.82%
0.000 128.45 128.345 128.345 128.453 5.410 128.44 128.329 128.329 128.437 15.410 128.41 128.327 128.327 128.434 20.000 128.40 128.344 128.344 128.452 25.410 128.39 128.380 128.380 128.488 40.000 128.41 128.607 56.941 128.47 128.745
HORIZONTALCURVES
POINTATWHICHEXISTINGWIDGIEWASTREET ISABOVETHE5%AEPWATERLEVEL EXISTINGDRIVEWAY BROWLEYSTREET DATE PLOTTED: 19 March 2024 3:52 PM BY AARON WARD XREF's: P-RS02-RLS-01; P-RS03-RLS-01; P-RS04-RLS-01; P-RS05-RLS-01; P-RS06-RLS-01 CAD File: C:\Users\aaron\Dryside Engineering Dropbox\Dryside\1. Jobs\2023\DSE23030_Morundah_Flood_Mitigation\4.ENGINEERING\2.Drawings\DSE23030-1200.dwg
www.dryside.com.au ABN:45639039839 DESVERAPP DESCRIPTION DATE REV CHECKED APPROVED DATE DATE DESIGNED DRAWN PROJECTION SHEETSIZE SCALE DATUM NOTTOBEUSEDFORCONSTRUCTIONPURPOSES PRELIMINARYDESIGN
DSE23030-1202 3 A.WARD 26/10/2023 A.WARD 26/10/2023 ASSHOWNMAHD GD2020 A1 EDHENTY 19/03/2024 EDHENTYSCALE1:20 0.5 0 0.8m @A1 0 8m 5 SCALE1:200 @A1
LEGEND-CROSSANDLONGSECTIONS FINISHEDSURFACEPROFILE EXISTINGSURFACEPROFILE 5%AEPFLOODPROFILE - AWEH 19/03/2024PRELIMINARYISSUEALIGNMENTCHANGE 3 - AWEH 01/12/2023PRELIMINARYISSUE 2 - - - NOTISSUEDASPARTOFDRAWINGSET - 1
RS06-LONGITUDINALSECTION-WIDGIEWAST SCALEH1:200V1:20

DATUMRL127.00

DESIGNSURFACE

EXISTINGSURFACE

CentrelineData

X=436302.67 Y=6134216.81 Z=128.78

DATUMRL127.50

DESIGNSURFACE

EXISTINGSURFACE

CentrelineData

DATUMRL127.50

DESIGNSURFACE

EXISTINGSURFACE

OFFSET

CHAINAGE248.628

CentrelineData

X=436298.85 Y=6134224.55 Z=128.78

DATUMRL127.50

DESIGNSURFACE

EXISTINGSURFACE

DESIGNSURFACE

EXISTINGSURFACE

CentrelineData

X=436290.42

DATUMRL127.00

DESIGNSURFACE

EXISTINGSURFACE

CentrelineData

X=436335.92 Y=6134202.66 Z=128.78

DATUMRL127.00 CHAINAGE320.000

DESIGNSURFACE

EXISTINGSURFACE

OFFSET

CHAINAGE240.000

CentrelineData

X=436329.66 Y=6134204.64 Z=128.78

DATUMRL127.00

DESIGNSURFACE

EXISTINGSURFACE

OFFSET

CentrelineData

X=436188.52 Y=6134243.12 Z=128.53

DATUMRL127.00 CHAINAGE220.957

DESIGNSURFACE

EXISTINGSURFACE

CHAINAGE280.000

CentrelineData

X=436321.62 Y=6134205.64 Z=128.78

DATUMRL127.50

DESIGNSURFACE

EXISTINGSURFACE

OFFSET

CentrelineData

X=436183.18

X=436320.16 Y=6134205.68 Z=128.78

DATUMRL127.50

DESIGNSURFACE

EXISTINGSURFACE

OFFSET

CHAINAGE93.002

CentrelineData

EXISTINGSURFACE

CHAINAGE440.000

CentrelineData

X=436448.92 Y=6134142.10 Z=128.79

DATUMRL127.50

DESIGNSURFACE

EXISTINGSURFACE

CHAINAGE417.396

CentrelineData

X=436438.94 Y=6134156.25 Z=128.78

DATUMRL127.50

DESIGNSURFACE

EXISTINGSURFACE

OFFSET

CHAINAGE400.000

CentrelineData -3%-3%

X=436422.68 Y=6134167.04 Z=128.78

DATUMRL127.50

DESIGNSURFACE

EXISTINGSURFACE

OFFSET

CHAINAGE271.882

CentrelineData

X=436403.85 Y=6134174.77 Z=128.78

DATUMRL127.50

DESIGNSURFACE

EXISTINGSURFACE

OFFSET

CHAINAGE380.362

CHAINAGE360.000

FEDERATIONCOUNCIL

©DrysideEngineering(Aust)PtyLtd. Thisplanandthedesignherewithinisproducedby DrysideEngineeringsolelyfortheuseandbenefitofthe clientinaccordancewiththetermsandconditionsofthe signedcontract.DrysideEngineeringdoesnotandshall notassumeanyresponsibilityorliabilitywhatsoeverto anythirdpartyarisingoutofanyuseorreliancebythird

MORUNDAHFLOODMITIGATIONDESIGN WIDGIEWASTREET MORUNDAH,NSW2700 PRELIMINARYDESIGN BUNDCROSSSECTIONS SHEET1OF2

CHAINAGE0.000 X=436158.83 Y=6134173.83 Z=128.22 CentrelineData -3%-3% -0.50 128.21 128.209 -0.50 128.21 128.208 0.00 128.22 128.223 0.50 128.22 128.208 0.54 128.22 128.221 OFFSET
EXISTINGSURFACE
CHAINAGE40.000 X=436142.70 Y=6134210.43 Z=128.52 CentrelineData 1in-3-3%-3%1in-3 -1.90 128.04 128.043 -0.50 128.05 128.508 0.00 128.05 128.523 0.50 128.05 128.508 1.86 128.05 128.055 OFFSET EXISTINGSURFACE
DESIGNSURFACE DATUMRL127.50
DESIGNSURFACE
Y=6134212.60 Z=128.52 CentrelineData 1in-3-3%-3%1in-3 -1.94 128.03 128.027 -0.50 128.03 128.508 0.00 128.02 128.523 0.50 128.02 128.508 1.96 128.02 128.023 OFFSET
CHAINAGE50.134
Y=6134219.15 Z=128.52
-2.13 127.97 127.966 -0.50 127.97 128.508 0.00 127.98 128.523 0.50 127.98 128.508 2.04 128 127.995 OFFSET
DATUMRL127.50 CHAINAGE42.362 X=436141.75
EXISTINGSURFACE DESIGNSURFACE DATUMRL127.50
X=436144.24
CentrelineData 1in-3-3%-3%1in-3
DATUMRL127.00 CHAINAGE80.000 X=436171.37 Y=6134231.64 Z=128.52 CentrelineData 1in-3-3%-3%1in-3 -2.38 127.88 127.880 -0.50 127.88 128.508 0.00 127.88 128.523 0.50 127.88 128.508 2.37 127.89 127.886
OFFSET
Y=6134237.08 Z=128.52
1in-3-3%-3%1in-3 -2.37 127.88 127.884 -0.50 127.88 128.508 0.00 127.88 128.523 0.50 127.88 128.508 2.37 127.89 127.885 OFFSET
CentrelineData
EXISTINGSURFACE DESIGNSURFACE
DATUMRL127.00 CHAINAGE101.310
1in-3-3%-3%1in-3 -2.34 127.9 127.902 -0.50 127.9 128.516 0.00 127.9 128.531 0.50 127.9 128.516 2.34 127.9 127.903
OFFSET
Y=6134241.62 Z=128.77
1in-3 -3%-3% -2.77 128 128.001 -0.50 128.1 128.759 0.00 128.12 128.774 0.50 128.15 128.759
OFFSET
1in-3-3%-3%1in-3 -2.12 128.22 128.221 -0.50 128.29 128.760 0.00 128.3 128.775 0.50 128.32 128.760 1.75 128.34 128.345
OFFSET
1in-3-3%-3%1in-3 -1.84 128.31 128.314 -0.50 128.35 128.761 0.00 128.36 128.776 0.50 128.37 128.761 1.60 128.39 128.395
OFFSET
CHAINAGE270.419
1in-3 1in-3 -2.00 128.26 128.264 -0.50 128.48 128.763 0.00 128.49 128.778 0.50 128.51 128.763 1.21 128.53 128.525
1in-3 1in-3 -2.01 128.26 128.260 -0.50 128.48 128.763 0.00 128.5 128.778 0.50 128.51 128.763 1.18 128.53 128.534
1in-3 -3%-3%1in-3 -2.72 128.02 128.022 -0.50 128.37 128.763 0.00 128.41 128.778 0.50 128.43 128.763 1.32 128.49 128.489
CHAINAGE286.572
1in-3 -3%-3%1in-3 -2.91 127.96 127.962 -0.50 128.26 128.764 0.00 128.31 128.779 0.50 128.34 128.764 1.54 128.42 128.417
X=436366.84 Y=6134189.96 Z=128.78
1in-3-3%-3%1in-3 -1.68 128.37 128.372 -0.50 128.33 128.765 0.00 128.32 128.780 0.50 128.31 128.765 1.94 128.28 128.285
-3%-3% -0.53 128.78 128.778 -0.50 128.78 128.767 0.00 128.79 128.782 0.50 128.81 128.767 0.64 128.81 128.812
-0.66 128.71 128.715 -0.50 128.72 128.768 0.00 128.74 128.783 0.50 128.76 128.768 0.52 128.76 128.762
-3%-3% -0.53 128.78 128.780 -0.50 128.78 128.769 0.00 128.8 128.784 0.50 128.81 128.769 0.63 128.81 128.814
-0.86 128.65 128.651 -0.50 128.67 128.770 0.00 128.7 128.785 0.50 128.73 128.770 0.59 128.74 128.739
OFFSET
X=436458.56 Y=6134121.66 Z=128.79
-0.52 128.76 128.764 -0.50 128.76 128.770 0.00 128.79 128.785 0.50 128.81 128.770 0.66 128.82 128.822
OFFSET
X=436475.62 Y=6134085.48 Z=128.79
-0.67 128.83 128.825 -0.50 128.83 128.770 0.00 128.84 128.785 0.50 128.85 128.770 0.77 128.86 128.859 OFFSET EXISTINGSURFACE DESIGNSURFACE DATUMRL127.50 CHAINAGE520.000 X=436492.67 Y=6134049.30 Z=128.79 CentrelineData -0.58 128.74 128.742 -0.50 128.74 128.770 0.00 128.76 128.785 0.50 128.78 128.770 0.53 128.78 128.781 OFFSET EXISTINGSURFACE DESIGNSURFACE DATUMRL127.50 CHAINAGE560.000 X=436509.73 Y=6134013.12 Z=128.79 CentrelineData 1in-3 1in-3 -2.75 128.02 128.021 -0.50 128.04 128.770 0.00 128.16 128.785 0.50 128.28 128.770 1.60 128.4 128.405 OFFSET EXISTINGSURFACE DESIGNSURFACE DATUMRL127.50 CHAINAGE560.579 X=436509.98 Y=6134012.59 Z=128.79 CentrelineData 1in-3 1in-3 -2.73 128.03 128.027 -0.50 128.01 128.770 0.00 128.12 128.785 0.50 128.23 128.770 1.65 128.39 128.387 OFFSET EXISTINGSURFACE DESIGNSURFACE DATUMRL127.50 CHAINAGE590.088 X=436502.10 Y=6133986.87 Z=128.78 CentrelineData 1in-3 1in-3 -2.20 128.2 128.203 -0.50 128.2 128.769 0.00 128.2 128.784 0.50 128.19 128.769 2.50 128.1 128.102 OFFSET EXISTINGSURFACE DESIGNSURFACE DATUMRL127.50 DATE PLOTTED: 19 March 2024 3:52 PM BY AARON WARD XREF's: P-RS01-XS-01; P-RS01-XS-02 CAD File: C:\Users\aaron\Dryside Engineering Dropbox\Dryside\1. Jobs\2023\DSE23030_Morundah_Flood_Mitigation\4.ENGINEERING\2.Drawings\DSE23030-1300.dwg
DESIGNSURFACE DATUMRL127.50 CHAINAGE480.000
CentrelineData
partyonthecontentofthisdocument. www.dryside.com.au ABN:45639039839 DESVERAPP DESCRIPTION DATE REV CHECKED APPROVED DATE DATE DESIGNED DRAWN PROJECTION SHEETSIZE SCALE DATUM NOTTOBEUSEDFORCONSTRUCTIONPURPOSES PRELIMINARYDESIGN
DSE23030-1300 3 A.WARD 26/10/2023 A.WARD 26/10/2023 ASSHOWNMAHD GD2020 A1 EDHENTY 19/03/2024 EDHENTY0 1 2 SCALE1:100 4m @A1 BUNDCROSSSECTIONS SCALEH1:100V1:100 LEGEND-CROSSANDLONGSECTIONS FINISHEDSURFACEPROFILE EXISTINGSURFACEPROFILE - AWEH 19/03/2024PRELIMINARYISSUEALIGNMENTCHANGE 3 - AWEH 01/12/2023PRELIMINARYISSUE 2 - - - NOTISSUEDASPARTOFDRAWINGSET - 1

CentrelineData

X=436432.53 Y=6133945.55 Z=128.78

DATUMRL127.50

DESIGNSURFACE

EXISTINGSURFACE

CentrelineData

X=436459.18 Y=6133961.38 Z=128.78

DATUMRL127.50 CHAINAGE671.000

DESIGNSURFACE

EXISTINGSURFACE

OFFSET

CentrelineData

X=436493.58 Y=6133981.81 Z=128.78

DATUMRL127.50 CHAINAGE640.000

DESIGNSURFACE

EXISTINGSURFACE

©DrysideEngineering(Aust)PtyLtd. Thisplanandthedesignherewithinisproducedby DrysideEngineeringsolelyfortheuseandbenefitofthe clientinaccordancewiththetermsandconditionsofthe signedcontract.DrysideEngineeringdoesnotandshall notassumeanyresponsibilityorliabilitywhatsoeverto anythirdpartyarisingoutofanyuseorreliancebythird

FEDERATIONCOUNCIL

MORUNDAHFLOODMITIGATIONDESIGN WIDGIEWASTREET MORUNDAH,NSW2700 PRELIMINARYDESIGN BUNDCROSSSECTIONS SHEET2OF2

CHAINAGE600.000
1in-3 -2.01 128.26 128.263 -0.50 128.23 128.768 0.00 128.21 128.783 0.50 128.19 128.768 2.51 128.1 128.098
1in-3
OFFSET
1in-3 1in-3 -2.17 128.21 128.209 -0.50 128.17 128.765 0.00 128.16 128.780 0.50 128.15 128.765 2.51 128.1 128.097
-0.50 128.41 128.763 0.00 128.41 128.778 0.50 128.4 128.763
OFFSET
DATE PLOTTED: 19 March 2024 3:52 PM BY AARON WARD XREF's: P-RS01-XS-01; P-RS01-XS-02 CAD File: C:\Users\aaron\Dryside Engineering Dropbox\Dryside\1. Jobs\2023\DSE23030_Morundah_Flood_Mitigation\4.ENGINEERING\2.Drawings\DSE23030-1300.dwg
partyonthecontentofthisdocument. www.dryside.com.au ABN:45639039839 DESVERAPP DESCRIPTION DATE REV CHECKED APPROVED DATE DATE DESIGNED DRAWN PROJECTION SHEETSIZE SCALE DATUM NOTTOBEUSEDFORCONSTRUCTIONPURPOSES PRELIMINARYDESIGN
DSE23030-1301 3 A.WARD 26/10/2023 A.WARD 26/10/2023 ASSHOWNMAHD GD2020 A1 EDHENTY 19/03/2024 EDHENTY0 1 2 SCALE1:100 4m @A1 BUNDCROSSSECTIONS SCALEH1:100V1:100 LEGEND-CROSSANDLONGSECTIONS FINISHEDSURFACEPROFILE EXISTINGSURFACEPROFILE - AWEH 19/03/2024PRELIMINARYISSUEALIGNMENTCHANGE 3 - AWEH 01/12/2023PRELIMINARYISSUE 2 - - - NOTISSUEDASPARTOFDRAWINGSET - 1

Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.