HomeMy WebLinkAbout2560451 - Drawings - GeneralBLOCKWORK SHALLOW MANHOLETYPICAL DETAIL AT PIPE CROSSINGPLANTYPICAL PRECAST KERBSIDE GULLYPRECAST CONCRETE MANHOLE < 3000 DEEPProposed new extension to existingshed, 15.0M (3 Bays Approx.)4.
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MExisting cabin to be relocated to providenew carparking space as shown.EPEPFLFLFLICICICICPOSTPOSTPOSTGGGGGGMHSTAYWMWMMHMH1132.46200134.053130.474130.022652130.18131.71131.34132.04132.12133.09133.11133.35132.64=IL133.61=IL133.23=IL134.45134.26133.92=IL134.38134.23133.64134.26134.41134.47134.09134.07133.22132.87132.64132.56132.59132.45132.72132.76132.45132.36132.03132.04132.44131.75131.98131.52131.79131.04130.80130.85131.25131.26131.24130.82131.15130.78130.85130.65131.07129.80130.02130.11130.08129.83130.52130.97131.30131.16131.12130.55130.12130.17130.18130.06129.79130.10129.61129.91130.65130.59129.92130.01130.57130.62130.79130.63130.26129.82129.41129.78130.07130.35130.87130.88130.88130.87130.86130.87130.44130.37IL128.33129.90129.44129.34129.49129.45129.15128.93128.82128.89128.97130.02129.11128.89129.00129.27129.09129.03129.41129.98129.65129.14129.16129.39129.89129.33129.46130.11129.29129.41129.72130.90131.98132.14132.17132.02132.02132.15132.30132.53128.94128.63128.67129.08CL129.78127.47=Inlet127.88=Inlet127.30=Outlet 225Ø128.25=Inlet129.78130.33128.39130.79138.92=RL136.89=EL135.56=EL135.41=EL135.49=EL136.88=EL139.20=RL130.0
130.0130.5MH (OIL INTERCEPTOR)CL130.83CL129.33126.88=Sump136.67=RL134.94=ELBBBBBICICGMH132.29132.52132.52132.55140.99=RL134.31=EL1
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AFB1CRP.RP.RP.RP.RP.RP.RP.RP.RP.SMH1SMH2SMH4SMH3GGGGGGGEXISTING INTERCEPTORRELOCATED TO SUIT LEVELSOF NEW ATTENUATION TANK14M X 4.8M X 2.4MATTENUATIONTANK. CAPACITY 123M3ACCESS POINTS SHOULD BEINCLUDED AT BOTH ENDS OF THETANK WITH SAFE ACCESS ANDEGRESS VIA STEP IRONSCONNECTIONEXISTING CONCRETEHARDSTAND AREAHYDROBRAKEMANHOLEOUTLET TO MAIN EXISTINGSTORM DRAINNEW CONCRETEHARDSTAND AREANEW CONCRETEHARDSTAND AREAWITH CANOPY OVEREXISITING INTERCEPTORTANK POSITIONSMH5SMH6HYDROBRAKE TO LIMITFLOW TO 2.5L/S.CONNECTION TOEXISTING WATER DITCHBY OUTLET HIGHERTHAN WATER LEVEL OFDRAINDITCH.COVER LEVEL MANHOLE = 129.780OUTLET = 127.50WATER TOP LEVEL = 127.30EGB2DAB1BB2GEFSITE LAYOUTPLAN1:250ORIGINAL SHEET SIZE = A1REVISIONDATEDRNJOB NUMBERSCALECHECKEDDWG NUMBERNOTESDRN DATEREVDRAWINGJOBCLIENTDWG. SERIESDO NOT SCALE FROM THIS DRAWING. USE FIGURED DIMENSIONS IN ALL CASES.VERIFY DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECTS IMMEDIATELY.THIS DRAWING TO BE READ IN CONJUNCTION WITH THE ARCHITECTS SPECIFICATION.THIS DRAWING IS COPYRIGHT AND MAY ONLY BE REPRODUCED WITH THE ARCHITECTS PERMISSION.info@cmdarchitects.ie042 9743754te042 9743755tCMD Architects Limited,Thornford Lodge, Broomfield, Castleblayney, Co.MonaghanRIAIRegisteredArchitectPSDPAccreditation2020PC M DARCHITECTSPLANNINGSRAGH DISMANTLERSRETENTION OF EXISTING CONCRETE AREA AND PLANNING FOR PROPOSED NEW CONCRETE AREA AND CANOPYSAT SRAGH, BALLYBAY, CO. MONAGHANSITE PLAN, STORM DRAINAGE DETAILS & ASSOCITAED DETAILS27.10.2025S.BAS SHOWNO.C25-229S100.002 a.
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NGPROPOSED BACK INLET GULLY TRAPPROPOSED STORM/SURFACE GULLYB.I.G.T.150mmøRWP+ G.T.PROPOSED STORM/SURFACE GULLY100mm Ø S.W.PROPOSED STORM/SURFACE DRAIN LINESSMH1PROPOSED STORMWATER MANHOLESRODPROPOSED RODDING EYERP.LEGEND -PROPOSED SITE SERVICESSITE BOUNDARYHARD SURFACE CONCRETE YARDORIGINAL SHEET SIZE = A1REVISIONDATEDRNJOB NUMBERSCALECHECKEDDWG NUMBERNOTESDRN DATEREVDRAWINGJOBCLIENTDWG. SERIESDO NOT SCALE FROM THIS DRAWING. USE FIGURED DIMENSIONS IN ALL CASES.VERIFY DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECTS IMMEDIATELY.THIS DRAWING TO BE READ IN CONJUNCTION WITH THE ARCHITECTS SPECIFICATION.THIS DRAWING IS COPYRIGHT AND MAY ONLY BE REPRODUCED WITH THE ARCHITECTS PERMISSION.info@cmdarchitects.ie042 9743754te042 9743755tCMD Architects Limited,Thornford Lodge, Broomfield, Castleblayney, Co.MonaghanRIAIRegisteredArchitectPSDPAccreditation2020PC M DARCHITECTSPLANNINGSRAGH DISMANTLERSRETENTION OF EXISTING CONCRETE AREA AND PLANNING FOR PROPOSED NEW CONCRETE AREA AND CANOPYSAT SRAGH, BALLYBAY, CO. MONAGHANDRAINAGE DETAILS & ATTENUATION TANK DETAILS27.10.2025S.BAS SHOWNO.C25-229S101.00A - Proposed New Roof Area (Inc Canopy)385.25M²C - Location of Ex. InterceptorD - Proposed Location for New Attenuation AreaG - Ex. Shed Roof to be Directed to New Attenuation 294.67M2.E - Ex. Roof possible to be Directed to NewAttenuation. 768.0M2B1 - Proposed New Concrete Area385.25M² & 112.25M²B2 - Existing Main Concrete Area1245.60M²F - Ex. Roof possible to be Directed to NewAttenuation. 260.0M2TOTAL AREA FOR ATTENUATION = 3450.95M2BLOCK LAYOUTPLANNOT TO SCALERECEIVED: 12/11/2025
ELEVATIONA-SECTIONA-ACCESS LADDER DETAILLADDER RUNGBENCHING DETAIL300 RC WALLUNDERSTORM PIPE ANDCHANNEL TO BELAID @ 1:60 TOENSURE SELFCLEANSING WHENTANK IS EMPTYINGHYDRO-BRAKEPENSTOCK VALVETOP SLAB PLAN (1:50)HANGER BYPRECASTMANUFACTURERTO DRA
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ITCH SECTION 1-1 THROUGH ATTENUATION TANK (1:50)REFER TO MANUFACTURER'SSPECIFICATIONS FOR EXACTDETAILS & PROPOSEDPENSTOCK VALVE300 PRECAST PRESTRESSEDCONCRETE HOLLOWCOREUNITSCONCRETE GRADE C30/20SURROUND TO APPROVEDCOVER AND FRAMESLAB TO BE LAIDTO FALL.FINISHED EXTERNAL GROUNDLEVELSECTION 1-1 THROUGH ATTENUATION TANK (1:50)14M X 4.8 X 2.4M ATTENUATIONTANK INTERNAL DIMENSIONSREFER TO MANUFACTURER'SSPECIFICATIONS FOR EXACTDETAILS & PROPOSEDHYDRO-BRAKEHYDROBRAKE CHAMBER (1:25)TYPICAL IMAGE OF HYDROBRAKE & PENSTOCK VALVENOT TO SCALETYPICAL OUTFALL HEADWALL DETAILS1:50TYPICAL TANK & MANHOLE ACCESS LADDER DETAILS1:25TYPICAL IMAGE OF FLAP VALVENOT TO SCALEORIGINAL SHEET SIZE = A1REVISIONDATEDRNJOB NUMBERSCALECHECKEDDWG NUMBERNOTESDRN DATEREVDRAWINGJOBCLIENTDWG. SERIESDO NOT SCALE FROM THIS DRAWING. USE FIGURED DIMENSIONS IN ALL CASES.VERIFY DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECTS IMMEDIATELY.THIS DRAWING TO BE READ IN CONJUNCTION WITH THE ARCHITECTS SPECIFICATION.THIS DRAWING IS COPYRIGHT AND MAY ONLY BE REPRODUCED WITH THE ARCHITECTS PERMISSION.info@cmdarchitects.ie042 9743754te042 9743755tCMD Architects Limited,Thornford Lodge, Broomfield, Castleblayney, Co.MonaghanRIAIRegisteredArchitectPSDPAccreditation2020PC M DARCHITECTSPLANNINGSRAGH DISMANTLERSRETENTION OF EXISTING CONCRETE AREA AND PLANNING FOR PROPOSED NEW CONCRETE AREA AND CANOPYSAT SRAGH, BALLYBAY, CO. MONAGHANDRAINAGE DETAILS & ATTENUATION TANK DETAILS27.10.2025S.BAS SHOWNO.C25-229S101.00RECEIVED: 12/11/2025