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Drawings - RRS 2026

Page 1


CCCS-CAM-ZZZ-00-D-L-06201 ordea s

S1 ee odrawng

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ee odawng CCCS-CAM-ZZZ-00-D-L-0080 1 o dea s

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CCCS-CAM-ZZZ-00-D -L-06201fo dea s

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CCCS-CAM-ZZZ-00-D-L-0050 1 o dea s

W1C ee odawng CCCS-CAM-ZZZ-00-D -L-06441 ordea s

P1 ee odrawng CCCS-CAM-ZZZ-00D-L-06001 o dea s

CCCS-CAM-ZZZ-00-D-L-0600 1 o dea s

W1B ee odawng CCCS-CAM-ZZZ-00-D-L-06431 o dea s

W4ree odawng CCCS-CAM-ZZZ-00-D-L-005 01 ordea s

E1 eer odawng CCCS-CAM-ZZZ-0 0-D-L-00350 o dea s

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Pan ng eer odawng CCCS-CAM-ZZZ-00-D-L-00801 o dea s

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ee odrawng CCCS-CAM-ZZZ-00-D-L-06202 o dea

P1ree odrawng CCCS-CAM-ZZZ-00 -D-L-06001 or dea

CCCS-CAM-ZZZ-00-D -L-00501 o dea s W1C eer odawng

Teepan ngree odawng

CCCS-CAM-ZZZ00-D-L-00710 o dea s

CCCS-CAM-ZZZ-00-D-L-06001 o dea s

CCCS-CAM-ZZZ-00-D-L-06441 o dea s W3&R2 eer odawng

CCCS-CAM-ZZZ-00-D-L-06461 o dea s

P1 efe odawng CCCS-CAM-ZZZ-00-D-L-06001 o dea s

P1 efe odawng CCCS-CAM-ZZZ-00-D-L-06001 o dea s

Grade316StainlessSteelHandrail(H1)(HorizontalRail)formedfrom50mm hollowtubesteelshapedasshown.Handrailtobeweldfixedtoflatbarposts. ExactdetailstobeconfirmedwithSpecialistRailingManufacturer.

Handrailslocatedbothsidesofsteps

ProposedHandrailtoextendaminimumof 300mmbeyondtopofstairs Handrailtubetobefinishedwithadomedend. Exactdetailtobeconfirmedbyspecialistmanufacturer.

Topofhandrailtobe900mmabovepitchlineofsteps.Exact dimensionsofhandrailtobeconfirmedbySpecialistRailing Manufacturerfollowingsurveyofasconstructedsteps

Sub-basebuild-upstobeconfirmedbytheCivilEngineer Existinggroundtobewellcompacted. ToCivilEngineersSpecification

ProposedHandrailtoextendaminimumof 300mmbeyondtopandbottomofstairs

Coverplatesurroundingverticalpoststomaskholescored withinstepsurfaceforrootfixing. Coverplatetobelocated aroundverticalpostsatfabricationandattachedtopaved surfacebysuitableadhesivefollowinginstallationonsite.

FixingdetailtoSpecialistManufacturersrecommendations

Graniteinserttoprovideacolourcontrast withadjacentstepandtobeinstalled 28mmfromleadingedgeofstep.

4.Anyambiguitiesordiscrepancieswithinthisdrawingandanyotherinformationgivenelsewhere

NOTES

GRANITESTEPS(S8) GraniteStepssawnandflamedfinishtotop,riserandexposedends(sawnfinishtoends,backand bed).Granitecolour:'CinzaAriz 8mmbullnoseradiustoleadingstepedgeandexposedends. Stepstobelaidsoastoachieveanevenandsmoothpedestriansurface. GraniteStepswith350mmtreaddepthandnom.160mmrisers. Step 470mmwide 155mmhighxlengthasshown. TopStep-400mmwidex155mmhighxlengthasshown. Stepstooverlapasshowntocreate300mmtreads. Stepstobelaidtoachieveanevenandsmoothpedestriansurface. Nom.5mmbullnoseradiustoleadingstepedgeandexposedends. InlaidStripsToSteps(GraniteInserts) 55mmwideGraniteInsertstobeinstalledtoleadingedgetreadandriserofstepstoprovidecolour contrast. Inlaidstripstobefixedwithsuitableadhesiveintogrooveworkedintosurfaceofthe granitestep.

CuttingOfSteps Allcutswithinstepstobeofthesamequalityastheoriginalproductionmasonry. Minimumlengthofcutstepstobe400mmatendsofcourses. Joints Endjointsbetweenstepstobebuttjointedwithnojointwidth. Sidejointswithadjacentpavedsurfacestomatchallotherjointswithinpavedsurface. PossibleSupplier HardscapeLtd,Unit25,LongMarsdenIndustrialEstate,StratfordUponAvon,CV378QR. www.hardscape.co.uk Contact: DaveLowe Email: dl@hardscape.co.uk Tel.: 01789721012 Mobile: 07734103614

Allpoststohaveasuitablecoverplatetohidefixingdetail. ExactdetailstobeconfirmedwithSpecialistRailingManufacturer. Fixing FixingdetailtoSpecialistManufacturersrecommendations Cleaning Followinginstallationallstainlesssteelsurfacestobecleanedwith'AnpolCleanerC'orsimilaras approvedbyContractAdministrator. ThisproductisproducedbyAnopolLtd.,70BordesleyStreet, BirminghamB55QJTel:01216326888. Cleanertobeappliedaccordingtomanufacturers recomendations.

PossibleSupplier FlintshireFabrications Nerse FarmSmithy Lloc Holywell Flintshire CH8 8RD Tel.:01352711701 http://www.flintshirefabrications.co.uk/

EMPLOYERAPPROVAL

SamplesofallmaterialstobesubmittedtotheEmployerforapprovalpriortoordering. Material samplessubmittedtotheEmployeraretobeatruerepresentationofthatmaterialtype. Submitted samplestoberetainedbytheEmployerforreference. In-situarrangementtobeapprovedbyemployerpriortothelayingofsignificantareas.In-situ samplestoshowproposedlayingmethod,jointtolerances,jointstagger,qualityofcutsetc.and samplepanelistoberetainedaspermanentreferenceofagreedquality.

ConcreteFoundationToEngineer's specifications

400

ConcretestructureToEngineer'sspecifications

GLTWGNAtwinwallgeonetlaidoverRootSpacestructure,referto manufacturersdetailsforspecification

RootSpacestructure sizeofstructuretobecoordinatedbasedon manufacturersrecommendationsandonsitesituation.Referto drg.no.TRI-CLA-ZZ-00-DR-L-0041foroverallareaofcellstructure.

RootBarriertobeinstalledtoedgeoftreepittodivertroots downwardsandpreventrootheaveofadjacentpavedsurfaces.Top ofrootbarriertositdirectlyontopofcellsystem.

RRARBV150AArborvent150singleinletaerationsystem withcastinletsfittedtoRootSpaceAirflowinlet

CastAluminiumGratingtoIrrigation/AerationSystem.Mortarbedtobeutilisedas requiredtoensuregratingissetflushwithfinishedsurfacelevels.Verticalpipeto becuttolengthattimeoftreepitpavingcoursesurfacingasnecessaryfortopof inlettobesecuredflushwithfinishedsurface

IndicativeextentofIrrigation/AerationSystem.60mmøpvcperforatedpipeinstalled aroundshoulderofrootball.Irrigation/Aerationpipeconnectedtosurfacewith verticalpipeofsamespecificationandteesectionsasrequired

ClayPavers Fordetailrefertodrg.no.TRI-CLA-ZZ-ZZ-DR-L-0502

150mmwideACOMultidrainGrating Gratingstyletobeconfirmed

M150DNo.0.1JChannelACOMultidrain

PolymerModifiedMortar 10mmwidth ExistingCappingBeam

RootBarriertobeinstalledtoedgeoftreepittodivertroots downwardsandpreventrootheaveofadjacentpavedsurfaces. Topofrootbarriertositdirectlyontopofcellsystem.

Geotextileblindingbetweengrowingmediumanddrainagelayer. 'Terram1000'orsimilarasapprovedbytheLandscapeArchitect.

100mmthicksinglesize(nominal10mm)angularporousaggregatedrainagelayerto baseoftreepit.Drainagematerialtoincludenolimestoneorfines. Baseoftreepittoberippedtoensurefreedrainage. AnypoordrainagetobereportedtotheLandscapeArchitect.

ExistingCanalWall

TypicalDetailThroughCanalEdgeTreePit Section1

Scale:1:20atA1

ConcreteFoundationToEngineer'sspecifications

Overallsizeoftreepittobenominal 2000x2000x1000mm. Treepitmaynotbeconcentricasrequiredtoavoid builtfeaturesandservices.Exacttreepitprofiletobe confirmedwithLandscapeArchitectonsiteandto achieveminimum800mmdepth. Overallvolumeoftreepittoachieveaminimumof: -5cubicmofgrowingmediumforlargeshrubs -10cubicmofgrowingmediumforsmalltrees -16cubicmofgrowingmediumforlargetrees -20cubicmofgrowingmediumformaturetrees Overalltreepitdimensionsaredependantupon surroundinggroundconditions. Minimumexcavationdependantuponarearequiredto installrootballandundergroundguyingsystem. SpecialistGrowingMediumSuppliertoconfirm whetherornotadditionaltreeplantingcompostis requiredfortreepits.

Baseoftreepittoberippedtoensurefreedrainage. AnypoordrainagetobereportedtotheLandscapeArchitect.

IndicativeextentofTree AnchoringSystem

Existingbrickcanalwalltobe brokendownlocallytoallow constructionoftreepit

TobeGreenBlueUrban'Pre-castTree Grille'orsimilarasapprovedbytheclient. Geotextileblindingbetweenresinboundaggregateandgrowingmedium. 'Terram1000'orsimilarasapproved

ConcretestructureToEngineer'sspecifications

GLTWGNAtwinwallgeonetlaidover RootSpacestructure,refertomanufacturers detailsforspecification

RootSpacestructure sizeofstructuretobe coordinatedbasedonmanufacturers recommendationsandonsitesituation.Refer todrg.no.TRI-CLA-ZZ-00-DR-L-0041for overallareaofcellstructure.

RootBarriertobeinstalledtoedgeoftreepittodivertroots downwardsandpreventrootheaveofadjacentpavedsurfaces. Topofrootbarriertositdirectlyontopofcellsystem.

Geotextileblindingbetweengrowingmediumanddrainagelayer. 'Terram1000'orsimilarasapprovedbytheLandscapeArchitect. 100mmthicksinglesize(nominal10mm)angularporousaggregate drainagelayertobaseoftreepit.Drainagematerialtoincludeno limestoneorfines.

Depthofwalltoberemovedtoaccommodate1000mmgrowingmedium

ExistingCanalWall

ROOTSPACESTRUCTURESYSTEM

GreenBlueUrban`RootSpace'structuralcellsystemstobeimplementedinalltreepitsbeneath hardstandingareas.Treepitstouse'RootSpace'and'RootSpaceAirFlowLid'orsimilaras approvedbytheclient.Tobeinstalledtomanufacturersspecifications. Refertodetaildrawingforconfirmationofcellsizes.

IRRIGATIONAERATIONSYSTEM&ROOTBARRIER

Irrigation/aerationsystemtobe60mmøpvcperforatedpipeinstalledaroundshoulderofrootball withingrowingmedium.Aerationpipeconnectedtosurfacewithverticalpipeofsamespecification andteesectionsasrequired.ToBeGreenBlueUrban'RootRainCivic'orsimilarasapprovedby theclient(CastAluminiumGratingtobeutilisedin-lieuof'RootRainCivic'aluminiumcap.Referto gratingdetailsbelow).

TypicalDetailThroughCanalEdgeTreePit Section2

Scale:1:20atA1

GLTWGNAtwinwallgeonetlaidoverRootSpacestructure, refertomanufacturersdetailsforspecification

ClayPavers

Fordetailrefertodrg.no. TRI-CLA-ZZ-ZZ-DR-L-0502

150mmwideACOMultidrainGrating Gratingstyletobeconfirmed

M150DNo.0.1JChannelACO Multidrain

PolymerModifiedMortar 10mmwidth ExistingCappingBeam

RootSpacestructure sizeofstructuretobecoordinatedbasedon manufacturersrecommendationsandonsitesituation.Referto drg.no.TRI-CLA-ZZ-00-DR-L-0041foroverallareaofcellstructure.

RootBarriertobeinstalledtoedgeoftreepittodivertroots downwardsandpreventrootheaveofadjacentpavedsurfaces. Topofrootbarriertositdirectlyontopofcellsystem.

RootRain http://greenblueurban.com/product_item/rootrain-civic/ RootBarriertobeinstalledtoedgeoftreepitasshowntodivertrootsdownwardsandprevent rootsimpedingonadjacentservices. TobeGreenBlueUrban'ReRoot1000'orsimilarasapprovedbytheclient. Rootbarriertobeinstalledwithribsfacingthetree. Wheretwosectionsofrootbarrierarerequired,thesewilloverlapbyaminimumof300mmand useGreenBlueUrbanRERJTAjoiningtapetobothsidesandthefulllengthoftheseem. ReRoot http://greenblueurban.com/products/root-barriers/ CASTALUMINIUMGRATING

TopofverticalpipetohaveCastAluminiumGratingsetflushwithinhardlandscape.Cast AluminiumGratingtobeRootRainArborVent150aerationsystemorsimilarapprovedbythe client.

Topofverticalpipetohavenominal150mmCastAluminiumGratingsetflushwithfinishedground levels.C20massconcretebasetobeutilisedasrequiredtoensuregratingisflushwithfinished surfacelevels.

TREEGRILLE

TobeGreenBlueUrban'Pre-castTreeGrille'orsimilarasapprovedbytheclient. TobeofGalvanisedSteelconstruction,steelsizingtobedetailedbythesuppliertoconfirm appropriateloadingcapacitywithinthegivensitesituations. TreeGrilltobeinlaidwithResinBoundGravel

Baseofgrilletobeperforatedtoallowwatertopassthrough,asshownindetails. Treegrilltoallowdirectconnectionof60mmdiaperforatedpipetreeirrigationsysyem,detailtobe confirmedbythespecialistsupplier.

Exactfixingandfoundationdetailstobeasthespecialistmanufacturersdetails.

TREESOIL

Treesoilgrowingmediumtobe:

Maximum600mmdepthGreenBlueUrban'RootSoil20'TopSoilassuggestedbythesupplier. Wheregrowingmediumisrequiredbelow600mmdepth,GreenBlueUrban'RootSoilSub'istobe used,thisislowinorganicmattercontentsubsoilandspecifiedtoeliminatetheriskofsoil becominganaerobic. 100mmdepthoffinewashedsandtobeusedatthebottomoftreepit.

SOILADDITIVE

AlltreesplantedwithinhardsurfacetreepitstobeinstalledwithGreenBlueUrbans"RootStart" MycorrhizalFungiorsimilarasapproved.Applicationtobeasrecommendedbythemanufacturer. RootStarttobeaddedtothebackfillmaterialimmediatelysurroundingthetreerootball.

TREEANCHORINGSYSTEM

TobeGreenBlueUrbanArborGuyAnchorPlateKitorsimilarasapproved. EachtreetobesecuredwithundergroundTreeAnchoringSystemconsistingofadjustablecanvas strapsthataretobesecurlylocatedtotheshoulderoftherootball,withthreehighstrength galvanisedsteelwiresconnectedto3noArborGuyAnchorPlatesplacedatbottomofpit.All ratchetstobeinstalledtosideofrootball.Protectivematttobeutilisedtoensureguyingsystem doesnotcutintorootball.Allratchetstobeinstalledtosideofrootball.

RootBarriertobeinstalledtoedgeoftreepitto divertrootsdownwardsandpreventrootheave ofadjacentpavedsurfaces.Topofrootbarrier tobeinstalledminimum20mmbelowfinished PavingCourseTreePitSurface

ConcreteFoundationToEngineer's specifications

bemadeupof25-50mmstones). SubsoiltocomplywithBS8601. -SubsoilOrganicMatterContenttobenomorethan1.5%. Allimportedtopsoilandsubsoiltobesourcedfromareputablesourceandtobefriable, free-draininganduncompacted.

PossibleSupplier BourneAmenity TheWharf,RyeRoad,Kent,TN185QG Tel.:01797252299 Web.:https://bourneamenity.co.uk/ RepresentativesampleofallimportedtopsoilsandsubsoilstobeprovidedtoLandscapeArchitect forapprovalaminimumof4weeksinadvanceofbulkdeliverytosite. ContractortoallowfortheappointmentofaSoilSpecialisttoindependentlyassestheconditionof allimportedtopsoilandsubsoil.Contractormustnotrelyonthesuppliersdocumentation. PossibleSupplierSoilAnalysis TimO-HareAssociatesSoil&LandscapeConsultancy HowberyPark,Wallingford,Oxfordshire,OX108BATel.:01491822653 http://www.timohare-associates.com/contact.php

TREEPLANTING,TREESELECTION&APPROVAL -RepresentativephotosofthetreestobeprovidedpriortoanyNurseryvisit. -Fortreespecies&stocksizesrefertoTreePlantingPlanDrg.No.TRI-CLA-ZZ-00-DR-L-0061. -Treestobewellbalancedinrootandcrownandtobegoodexamplesofthespecies. -Treesofthesamespeciesandstocksizetobeamatchingsetunlessdirectedotherwiseby LandscapeArchitect. -Evidencetobeprovidedoftransplantinginlast4years.Treestohavebeenundercuta minimumof12andamaximumof24monthsbeforeplanting. -Treestobecontainerisedinairpotsystemduringlastwinterseasonbeforeplanting. -Treestobeinstalledwithinconstructedtreepitsothatgrowing/nurserylinellworkstobein accordancewithBS8545:2014'Trees:fromnurserytoindependanceinthelandscape. Recommendations'.

TypicalDetailThroughCanalEdgeTreePit-Section3

Scale:1:20atA1

Geotextileblindingbetweengrowingmedium anddrainagelayer.'Terram1000'orsimilaras approvedbytheLandscapeArchitect.

100mmthicksinglesize(nominal10mm)angularporousaggregatedrainage layertobaseoftreepit.Drainagematerialtoincludenolimestoneorfines. Baseoftreepittoberippedtoensurefreedrainage. AnypoordrainagetobereportedtotheLandscapeArchitect. ExistingCanalWall

ExistingCanalWall

Indicativelevelofadjacentpublic realm

215mmThickbrickwallswithbrickonedgecoping. Bricktypetocomplimentthoseutilisedwithin adjacentbuildings.

Adjacentpavedsurface 215 Nom.10mmfullymortaredjointtomatchthearchitectural brickworkfinish. Mortarspecificationtobeconfirmedbytheengineer.

215mmThickbrickwallswithbrickonedgecoping. Bricktypetocomplimentthoseutilisedwithin adjacentbuildings.

Nom.10mmfullymortaredjointtomatchthearchitectural brickworkfinish. Mortarspecificationtobeconfirmedbytheengineer.

W1A(600)

BrickWalltocreateanom.600mmhighupstandandfinishedwithabrickonedgecoping. ForlocationrefertoDrg.No.WHS-CAM-XX-00-DR-L-1051

Exernalbrickworkinthelandscapeareastocomplimenttheadjacentarchitecturalspecificationand

Assumebrickworktobefrogfree.

Brickstobelaidwithnom.10mmmortarjoints.

Bricktobesuitableforexternallandscapeuseintermsofwaterabsorption,freezethaw,crushing strengthetc.

Materialsamplestobesubmittedforclientreviewandapprovalbeforeinstallation. Structure&Foundations Forconfirmationofstructuraldetails,concretefoundations,expansionjoints,wallties,mechanical fixingsandbackfillmaterialrefertoStructuralEngineer'sdetails.

Mortar Colourandspecificationofmortarjointstocomplementadjacentbuildingmortarandtobe approvedbyEmployer. Brickworktobefullymortarjointed. Mortarspecificationtobeconfirmedbytheengineer.

EMPLOYERAPPROVAL

SamplesofallcladdingmaterialstobesubmittedtotheEmployerforapprovalpriortoordering. MaterialsamplessubmittedtotheEmployeraretobeatruerepresentationofthatmaterialtype. SubmittedsamplestoberetainedbytheEmployerforreference.

In-situarrangementofbrickcladtobeapprovedbyemployerpriortothelayingofsignificantareas ofwalltype.In-situsamplestoshowproposedlayingmethod,jointtolerances,jointstagger,quality ofcutsetc.andsamplepanelistoberetainedaspermanentreferenceofagreedquality.

Thisdrawingisdesignintentonlytoshowthedesiredarrangement,materiality,dimensions andfinish.StructuralelementsaretobeconfirmedanddetailedbytheStructuralEngineer.

Assumeswherebrickworkisbelowtheadjacentgroundleveland fullycovered,suitableconcreteblockshouldbeused.Structural Engineertoreviewandconfirmspecification.

Layingpatterntocomplimentthearchitectureandtobecoordinatedwiththeengineer.

Indicativeextentofconcreteblocks Tobeconfirmedbythestructuralengineer

Sub-basetoEngineersspecification.

Sub-gradetobewellcompacted ToCivilEngineersspecification

Scale:1:20atA1

TypicalPlanViewOfBrickWall(W1A) Scale:1:50atA1

Sub-gradetobewellcompacted ToCivilEngineersspecification

Sub-basetoEngineersspecification.

Assumeswherebrickworkisbelowtheadjacent groundlevelandfullycovered,suitableconcrete blockshouldbeused.StructuralEngineertoreview andconfirmspecification.

215mmThickbrickwallswithbrickonedgecoping. Bricktypetocomplimentthoseusedwithinadjacent architecture.

S2Stepsinforeground

Stretcherbondwithheaderbondevery4throw (EnglishGardenWallBond) Layingpatterntocomplimentthearchitectureandto becoordinatedwiththeengineer.

Adjacentsoftscape

215mmThickbrickwallswithbrickonedgecoping. Bricktypetocomplimentthoseutilisedwithin adjacentbuildings.

Nom.10mmfullymortaredjointtomatchthearchitectural brickworkfinish. Mortarspecificationtobeconfirmedbytheengineer.

Adjacentsoftscape

215mmThickbrickwallswithbrickonedgecoping. Bricktypetocomplimentthoseutilisedwithin adjacentbuildings.

Nom.10mmfullymortaredjointtomatchthearchitectural brickworkfinish. Mortarspecificationtobeconfirmedbytheengineer.

W1A(600)

BrickWalltocreateanom.600mmhighupstandandfinishedwithabrickonedgecoping. ForlocationrefertoDrg.No.WHS-CAM-XX-00-DR-L-1051

Exernalbrickworkinthelandscapeareastocomplimenttheadjacentarchitecturalspecificationand

TobelaidinEnglishgardenwallbondwithabrickonedgecoping. Assumebrickworktobefrogfree.

Brickstobelaidwithnom.10mmmortarjoints.

Bricktobesuitableforexternallandscapeuseintermsofwaterabsorption,freezethaw,crushing strengthetc.

Materialsamplestobesubmittedforclientreviewandapprovalbeforeinstallation. Structure&Foundations Forconfirmationofstructuraldetails,concretefoundations,expansionjoints,wallties,mechanical fixingsandbackfillmaterialrefertoStructuralEngineer'sdetails.

Mortar Colourandspecificationofmortarjointstocomplementadjacentbuildingmortarandtobe approvedbyEmployer. Brickworktobefullymortarjointed. Mortarspecificationtobeconfirmedbytheengineer.

EMPLOYERAPPROVAL

SamplesofallcladdingmaterialstobesubmittedtotheEmployerforapprovalpriortoordering. MaterialsamplessubmittedtotheEmployeraretobeatruerepresentationofthatmaterialtype. SubmittedsamplestoberetainedbytheEmployerforreference.

In-situarrangementofbrickcladtobeapprovedbyemployerpriortothelayingofsignificantareas ofwalltype.In-situsamplestoshowproposedlayingmethod,jointtolerances,jointstagger,quality ofcutsetc.andsamplepanelistoberetainedaspermanentreferenceofagreedquality.

Thisdrawingisdesignintentonlytoshowthedesiredarrangement,materiality,dimensions andfinish.StructuralelementsaretobeconfirmedanddetailedbytheStructuralEngineer.

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Drawings - RRS 2026 by Rani Ra - Issuu