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HomeMy WebLinkAbout2560400 - F.I. Maps. No 2 (3)ANALORE ROAD48.0m49.0m50.0m50.0m50.0m55.0m 56 . 0 m51.0m 4 9 . 0m48.0m49.0m48 .0m48.0m49.0m49.0m49.0m49.0m49.0m50.0m50.0m50.0m51.0m51.0m51.0m51.0m51.0m52.0m5 2 . 0m 52.0m5 3 . 0m 5 3 . 0m 53.0m54.0m55.0m56.0m57.0m58.0mNOTES:1.ALL DIMENSIONS ARE IN METERS AND COORDINATES TO ITM GRIDUNLESS NOTED OTHERWISE.2.ALL LEVELS ARE TO ORDINANCE SURVEY DATUM, MALIN HEAD, UNLESSNOTED OTHERWISE.3.DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT PLANNINGAPPLICATION DOCUMENTS.4.DRAINAGE·ALL DRAINAGE MANAGEMENT MEASURES SHALL BE DESIGNED ANDIMPLEMENTED IN ACCORDANCE WITH THE GREATER DUBLINREGIONAL CODE OF PRACTICE FOR DRAINAGE WORKSINCORPORATING SUDS DESIGN PRINCIPLES.·THERE WILL BE NO DIRECT DISCHARGE OF DEVELOPMENT SURFACEWATER TO EXISTING DRAINS AND STREAMS.·CUT-OFF DRAINS ARE TO BE INSTALLED IN ADVANCE OF THE WORKSTO MANAGE SURFACE WATER RUN-OFF.·CHECK DAMS ARE TO BE INSTALLED AT REGULAR INTERVALS IN CUTOFF DRAINS TO CONTROL FLOW VELOCITY.·CONSTRUCTION PHASE RUNOFF FROM WORKS AREAS WILL BEDIRECTED CUT-OFF DRAINS, SILT PONDS AND BUFFERED OUTFALLS.·SILT PONDS ARE TO BE USED TO INTERCEPT SURFACE WATERRUNOFF FROM WORKS AREAS DURING THE CONSTRUCTION PHASEAND WILL REMAIN IN PLACE TO HANDLE RUNOFF FROM ROAD ANDSUBSTATION AREAS DURING THE OPERATIONAL PHASE.·BUFFERED OUTFALLS WILL BE CONSTRUCTED AT THE OUTFALLS OFCUT OFF DRAINS AND SILT PONDS TO CONVERT CONCENTRATEDFLOWS INTO DIFFUSE SHEET FLOW ON AREAS OF EXISTINGVEGETATED GROUND.·SILT FENCING WILL BE INSTALLED AROUND EXISTING DRAINAGECHANNELS AND CONSTRUCTION STAGE CUT-OFF DRAINS.·EXISTING DRAINAGE FLOW PATHS ARE NOT TO BE RE-ROUTED ORCHANGED.·EXISTING OPEN DRAINS AND STREAMS ARE NOT TO BE ALTERED,DRAIN CROSSING PIPE DIAMETERS ARE TO BE TO LOCAL AUTHORITYREQUIREMENTS.·WATER QUALITY SAMPLING TO LOCAL AUTHORITY REQUIREMENTSWILL BE CARRIED OUT DURING CONSTRUCTION WORKS.·CROSSFALLS ON CONSTRUCTED ELEMENTS SHALL BE SUFFICIENT(TYPICALLY 1:25) TO AVOID PONDING OF SURFACE WATER.5.LEVEL AT STRUCTURES:·GROUND LEVEL AT TURBINE: 57m·FINISHED FLOOR LEVEL OF SUBSTATION: 50mLEGEND:PROPOSED ACCESS TRACK ANDHARDSTAND AREAXXmPROPOSED GROUND LEVELEXISTING GROUND LEVELEXISTING REGIONAL ROAD (R183)SITE OUTLINED IN REDTEMPORARY ACCESS TRACK FORABNORMAL LOADSXXmUNDEGROUND 20KV GRID CONNECTIONROUTECLEAN WATER CUT OFF DRAINDIRTY WATER CUT OFF DRAINSILT PONDBUFFERED OUTFALLPROPOSED PIPED DRAIN (300mm Ø PIPE)PERMANENT DRAINAGEPROPOSED 900Ø DRAINAGE CROSSINGPROPOSED HEDGEROWTEMPORARY STONED AREALEVEL SPREADEREXISTING HEDGEROWINTERNAL CIRCUIT CABLEULSTER CANAL GREENWAYORANGE ROUTE OPTIONULSTER CANAL GREENWAYGREEN ROUTE OPTIONULSTER CANAL GREENWAYPURPLE ROUTE OPTIONMAP INFORMATION:1.MAP SERIES: 1:10001.1.MAP SHEETS: 1213-192.MAP SERIES: 1:25002.1.MAP SHEETS: 1213-D3.MAP SERIES: 1:50003.1.MAP SHEETS: 1214EXISTING WATERCOURSEEXISTING WATERCOURSE BUFFERTRACKSIDE DRAINAGE BERMPERMANENT PIPED DRAIN0.1% AEP (1 IN 1000 YEAR) FLUVIAL FLOODEVENTNNEESESSWWNWNCOPYRIGHT AND OWNERSHIP OF THIS DRAWING IS VESTED IN MABLECONSULTING ENGINEERS. NO PART OF THIS DOCUMENT MAY BEREPRODUCED OR TRANSMITTED IN ANY FORM OR STORED IN ANYRETRIEVAL SYSTEM OF ANY NATURE WITHOUT THE WRITTEN PERMISSIONOF MABLE CONSULTING ENGINEERS AS COPYRIGHT HOLDER EXCEPT ASAGREED FOR USE ON THE PROJECT FOR WHICH THE DOCUMENT WASORIGINALLY ISSUED. ©ALL RIGHT RESERVED BY THE LAW OF COPYRIGHT AND BY INTERNATIONALCOPYRIGHT CONVENTIONS ARE RESERVED TO MABLE CONSULTINGENGINEERS. ©ORDNANCE SURVEY MAPS REPRODUCED UNDERLICENCE No. CYAL50341056.© ORDNANCE SURVEY IRELAND / GOVERNMENT OF IRELAND.REV.DWGBY:APP/CHK:DESCRIPTIONDATE:SCALE:JOB NO.DRAWN:DATE:DES. BY:CHK. BY:APP. BY:VC08/01/24BMGERBMGDRG. NO.REV.27790104CLIENT:JOB TITLE:DRG. TITLE:Mable Consulting Engineers, 30 DrumcondraRoad Upper, Drumcondra, Dublin 9Tel: +353(01) 216 2956Website: www.mable.ieEmail: info@mable.iePLANNING1:500 @ A0ART GENERATION LTD.CLONES WIND FARM Co.MONAGHANSITE LAYOUT MAP "C"PROPOSED GRID ROUTEINSTALLED IN ROAD4 P4DIRECTIONAL DRILLING COMPOUNDL6240L6240GRID CONNECTION ROUTEDIRECTIONALLY DRILLED UNDERSTREAM CROSSINGDIRECTIONAL DRILLING COMPOUNDP4MMERFLOOD LINE UPDATED BASED ONFLOOD RISK ASSESSMENT02/06/26RECEIVED: 04/09/2026