Loading...
HomeMy WebLinkAbout2560400 - Site layout planANALORE ROADAltartateLoughTáite nahAltórachAltartate GlebeOileán MhicCeithearnaighCarney's IslandLEGARHILLANALORE ROADANALORE STREET ANALORE ROAD1002215100334AltartateLoughANALORE ROADANALORE ROADNOTES: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 LOADSXXmPROPOSED GRID ROUTECLEAN WATER CUT OFF DRAINDIRTY WATER CUT OFF DRAINPROPOSED PIPED DRAIN (300mm Ø PIPE)PERMANENT DRAINAGEPROPOSED 900Ø DRAINAGE CROSSINGPROPOSED HEDGEROWTEMPORARY STONED AREAEXISTING 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 BERMSILT PONDBUFFERED OUTFALLLEVEL SPREADERPERMANENT PIPED DRAIN0.1% AEP (1 IN 1000 YEAR) FLUVIAL FLOODEVENTNOTE:CALL-UPS OMITTED FOR CLARITYPURPOSES.NNEESESSWWNWNSITE LAYOUT MAP 'A' - DRAWING 102SITE LAYOUT MAP 'B' - DRAWING 103SITE LAYOUT MAP 'D' - DRAWING 105SITE LAYOUT MAP 'C' - DRAWING 104COPYRIGHT 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.27790101CLIENT:JOB TITLE:DRG. TITLE:Mable Consulting Engineers, 30 DrumcondraRoad Upper, Drumcondra, Dublin 9Tel: +353(01) 216 2956Website: www.mable.ieEmail: info@mable.iePLANNING1:2000 @ A0ART GENERATION LTD.CLONES WIND FARM Co.MONAGHANSITE LAYOUT MAP - KEYPLANP4RECEIVED: 07/10/2025 Oileán Mhic Ceithearnaigh Carney's Island 51.0m 52.0m 52.0 m 53.0m53.0m54.0m62.0m63.0m 55.0m60.0 m 53.0m 54.0m56.0m 57.0m 58.0m 59.0m 61.0m 48.0m 4 8 . 0 m49.0m49.0m49.0m 49.0 m50.0m50.0m 50.0 m51.0m52.0m53.0m53.0 m54.0m54.0m55.0m 55.0m 56.0m 56.0m57.0 m 57.0 m 58.0m 58.0m59.0m 59.0m 60.0m 60.0m 61.0m 61.0m62.0m 62.0m63.0m 63.0m 64.0m 64.0m65.0m 65.0m66.0m 66.0m49.0m 50.0m 51.0m 52.0m 53.0m 54.0 m 54.0 m 55.0m 56.0 m 57.0m 58.0 m 59.0m 60.0m826431652228 49.0m49.0m4 8 . 0m 50.0m49.0m 49. 0 m 49.0 m 49.0m49.0m 49.0m 49.0m 49.0 m 49.0m48.0m48.0m48.0m 4 8 . 0m NOTES: 1.ALL DIMENSIONS ARE IN METERS AND COORDINATES TO ITM GRID UNLESS NOTED OTHERWISE. 2.ALL LEVELS ARE TO ORDINANCE SURVEY DATUM, MALIN HEAD, UNLESS NOTED OTHERWISE. 3.DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT PLANNING APPLICATION DOCUMENTS. 4.DRAINAGE ·ALL DRAINAGE MANAGEMENT MEASURES SHALL BE DESIGNED AND IMPLEMENTED IN ACCORDANCE WITH THE GREATER DUBLIN REGIONAL CODE OF PRACTICE FOR DRAINAGE WORKS INCORPORATING SUDS DESIGN PRINCIPLES. ·THERE WILL BE NO DIRECT DISCHARGE OF DEVELOPMENT SURFACE WATER TO EXISTING DRAINS AND STREAMS. ·CUT-OFF DRAINS ARE TO BE INSTALLED IN ADVANCE OF THE WORKS TO MANAGE SURFACE WATER RUN-OFF. ·CHECK DAMS ARE TO BE INSTALLED AT REGULAR INTERVALS IN CUT OFF DRAINS TO CONTROL FLOW VELOCITY. ·CONSTRUCTION PHASE RUNOFF FROM WORKS AREAS WILL BE DIRECTED CUT-OFF DRAINS, SILT PONDS AND BUFFERED OUTFALLS. ·SILT PONDS ARE TO BE USED TO INTERCEPT SURFACE WATER RUNOFF FROM WORKS AREAS DURING THE CONSTRUCTION PHASE AND WILL REMAIN IN PLACE TO HANDLE RUNOFF FROM ROAD AND SUBSTATION AREAS DURING THE OPERATIONAL PHASE. ·BUFFERED OUTFALLS WILL BE CONSTRUCTED AT THE OUTFALLS OF CUT OFF DRAINS AND SILT PONDS TO CONVERT CONCENTRATED FLOWS INTO DIFFUSE SHEET FLOW ON AREAS OF EXISTING VEGETATED GROUND. ·SILT FENCING WILL BE INSTALLED AROUND EXISTING DRAINAGE CHANNELS AND CONSTRUCTION STAGE CUT-OFF DRAINS. ·EXISTING DRAINAGE FLOW PATHS ARE NOT TO BE RE-ROUTED OR CHANGED. ·EXISTING OPEN DRAINS AND STREAMS ARE NOT TO BE ALTERED, DRAIN CROSSING PIPE DIAMETERS ARE TO BE TO LOCAL AUTHORITY REQUIREMENTS. ·WATER QUALITY SAMPLING TO LOCAL AUTHORITY REQUIREMENTS WILL 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: 50m LEGEND: PROPOSED ACCESS TRACK AND HARDSTAND AREA XXm PROPOSED GROUND LEVEL EXISTING GROUND LEVEL EXISTING REGIONAL ROAD (R183) SITE OUTLINED IN RED TEMPORARY ACCESS TRACK FOR ABNORMAL LOADS XXm UNDEGROUND 20KV GRID CONNECTION ROUTE CLEAN WATER CUT OFF DRAIN DIRTY WATER CUT OFF DRAIN SILT POND BUFFERED OUTFALL PROPOSED PIPED DRAIN (300mm Ø PIPE) PERMANENT DRAINAGE PROPOSED 900Ø DRAINAGE CROSSING PROPOSED HEDGEROW TEMPORARY STONED AREA LEVEL SPREADER EXISTING HEDGEROW INTERNAL CIRCUIT CABLE ULSTER CANAL GREENWAY ORANGE ROUTE OPTION ULSTER CANAL GREENWAY GREEN ROUTE OPTION ULSTER CANAL GREENWAY PURPLE ROUTE OPTION MAP INFORMATION: 1.MAP SERIES: 1:1000 1.1.MAP SHEETS: 1213-19 2.MAP SERIES: 1:2500 2.1.MAP SHEETS: 1213-D 3.MAP SERIES: 1:5000 3.1.MAP SHEETS: 1214 EXISTING WATERCOURSE EXISTING WATERCOURSE BUFFER TRACKSIDE DRAINAGE BERM PERMANENT PIPED DRAIN 0.1% AEP (1 IN 1000 YEAR) FLUVIAL FLOOD EVENT N NE E SE S SW W NW N TEMPORARY ACCESS TO BE REINSTATED AFTER DELIVERY OF TURBINE COMPONENTS 45m COPYRIGHT AND OWNERSHIP OF THIS DRAWING IS VESTED IN MABLE CONSULTING ENGINEERS. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR STORED IN ANY RETRIEVAL SYSTEM OF ANY NATURE WITHOUT THE WRITTEN PERMISSION OF MABLE CONSULTING ENGINEERS AS COPYRIGHT HOLDER EXCEPT AS AGREED FOR USE ON THE PROJECT FOR WHICH THE DOCUMENT WAS ORIGINALLY ISSUED. © ALL RIGHT RESERVED BY THE LAW OF COPYRIGHT AND BY INTERNATIONAL COPYRIGHT CONVENTIONS ARE RESERVED TO MABLE CONSULTING ENGINEERS. © ORDNANCE SURVEY MAPS REPRODUCED UNDER LICENCE No. CYAL50341056. © ORDNANCE SURVEY IRELAND / GOVERNMENT OF IRELAND. REV.DWG BY: APP/ CHK:DESCRIPTIONDATE:SCALE: JOB NO. DRAWN: DATE: DES. BY: CHK. BY: APP. BY: VC 08/01/24 BMG ER BMG DRG. NO. 27790 102 P4 CLIENT: JOB TITLE: DRG. TITLE: Mable Consulting Engineers, 30 Drumcondra Road Upper, Drumcondra, Dublin 9 Tel: +353(01) 216 2956 Website: www.mable.ie Email: info@mable.ie PLANNING 1:500 @ A0 ART GENERATION LTD. CLONES WIND FARM Co. MONAGHAN SITE LAYOUT MAP "A" PROPOSED WIND TURBINE TURBINE BLADE SWEPT PATH 66. 5 m TEMPORARY TURBINE BLADE STORAGE AREA 12.5m TEMPORARY CRANE JIB ASSEMBLY AREA TEMPORARY CRANE JIB ASSEMBLY AREA PROPOSED TURBINE HARDSTAND 57m 57m 57m 58m 55m 53m 54m 50m 51m REV.8734 10 10 RUNE BUILDING TO BE DEMOLISHED 27 24 57 9416 810510 PROPOSED 20kV SUBSTATION STOCK PROOF FENCE 54m BAT BUFFER ZONE TREES TO BE REMOVED IN THIS AREA RADIUS = 87m AREA = 8820m2 EPA REGISTERED STREAM CODE; IE_NW_36F010500 SEGMENT; 36_1273 NAME; LEGARHILL 30m45m5 10 ROU T E O F U L S T E R C A N A L 10 11258 2 NOTE: THERE WILL BE NO STORAGE OF EXCAVATED MATERIAL WITHIN THE FLOOD ZONE RECEIVED: 07/10/2025 ANALORE ROADANALORE ROAD49.0m49.0m49.0m49.0m51.0m50.0m49.0m50.0m5 2 . 0m 50.0m48.0m49.0m49.0m50.0m50.0m50.0m51.0m50.0m49.0m51.0m49.0m48.0m49.0m 50.0m5 1 . 0m 48.0m48.0m48.0m49.0m49.0m 49.0m49 . 0 m48.0m52.0m53.0m54.0m55.0m56.0m57.0m58.0m59.0m60.0m61.0mNOTES: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 FLOODEVENTNNEESESSWWNWNTEMPORARY ACCESSTO BE REINSTATEDAFTER DELIVERY OFTURBINE COMPONENTS45mCOPYRIGHT 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.27790103P3CLIENT: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 "B"TEMPORARY ACCESSTO BE REINSTATEDAFTER DELIVERY OFTURBINE COMPONENTSFOR SITE ENTRANCE,SIGHTLINES, AND SITEENTRANCE DRAINAGE -SEE DRAWING 11012.5mOLD ACCESS ROAD (NO LONGERPRESENT) TO BE REINSTATED14 45mBRIDGE CROSSING - SEE DRAWING 154STOCK PROOF FENCE101010710105107 12101810WHERE GREEN OPTION IS CHOSEN ASTHE FINAL OPTION FOR THE ULSTERCANAL GREENWAY -EXISTING GATE IS TO BE LEFT IN SITUTO ACCOMMODATE THE GREENWAY.R 1 2 . 5 R12.5WHERE ORANGE OPTION IS CHOSEN AS THEFINAL OPTION FOR THE ULSTER CANALGREENWAY - TIMBER GATE (OR OTHERWISEAGREED WITH LOCAL AUTHORITY) TO BEPROVIDED TO ACCOMMODATE THEGREENWAY49m49m49m51m52m49m50mLOCATION OF BUNDEDREFUELING AREATEMPORARY COMPOUNDWHERE ORANGE OPTION IS CHOSEN AS THE FINALOPTION FOR THE ULSTER CANAL GREENWAY -TIMBER GATE (OR OTHERWISE AGREED WITHLOCAL AUTHORITY) TO BE PROVIDED TOACCOMMODATE THE GREENWAYWHERE ORANGE OPTION IS CHOSEN AS THE FINALOPTION FOR THE ULSTER CANAL GREENWAY -PROPOSED HEDGEROW TO THE BOUNDARYTO BE PROVIDED - BOUNDARY CONDITIONS SUBJECTTO LOCAL AUTHORITY REQUIREMENTSWHERE ORANGE OPTION IS CHOSEN AS THEFINAL OPTION FOR THE ULSTER CANALGREENWAY - PROPOSED HEDGEROW TO RIVERBANK BOUNDARYTO BE PROVIDED - BOUNDARY CONDITIONSSUBJECT TO LOCAL AUTHORITY REQUIREMENTS134655DIRECTIONAL DRILLING COMPOUNDLOCATION OF WHEELWASHGRID CONNECTION ROUTEDIRECTIONALLY DRILLED UNDERSTREAM CROSSINGEPA REGISTERED STREAMCODE; IE_NW_36F010500SEGMENT; 36_1470NAME; GEAREPA REGISTERED STREAMCODE; IE_NW_36F010500SEGMENT; 36_436NAME; LEGARHILLROUTE OF ULSTER CANALDIRECTIONAL DRILLING COMPOUNDNOTE:THERE WILL BE NOSTORAGE OF EXCAVATEDMATERIAL WITHIN THEFLOOD ZONERECEIVED: 07/10/2025 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 P3DIRECTIONAL DRILLING COMPOUNDL6240L6240GRID CONNECTION ROUTEDIRECTIONALLY DRILLED UNDERSTREAM CROSSINGDIRECTIONAL DRILLING COMPOUNDRECEIVED: 07/10/2025 ANALORE ROAD10021003ANALORE ROADNOTES: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.27790105CLIENT: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 "D"PROPOSED GRID ROUTEINSTALLED IN ROAD4 1 P3L6240EXISTING ESB38kV SUBSTATIONRECEIVED: 07/10/2025 ANALORE ROADANALORE ROAD49.0m49.0m49.0m51.0m50.0m49.0m50.0m5 2 . 0m 50.0m48.0m49.0m49.0m50.0m49.0m48.0m4 9 . 0m 50.0m5 1 . 0m 5 2 . 0m53.0m54.0m55.0m56.0m57.0m58.0m59.0m60.0m61.0m62.0m63.0m48.0m48.0m48.0m49.0m49.0m 49.0m49 . 0 m48.0m48.0m49.0m49.0m49.0m49.0m49.0m50.0m50.0m50.0m51.0m51.0m51.0m51.0m51.0m52.0m52.0m 53.0m53.0m NOTES:1.ALL DIMENSIONS ARE IN METRES AND COORDINATES TO ITM GRID UNLESSNOTED OTHERWISE.2.ALL LEVELS ARE TO (OSI) ORDINANCE MALIN HEAD VERTICAL DATUM INMETRES.3.DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT PLANNINGAPPLICATION DOCUMENTS.4.THE SIGHT DISTANCES FOR JUNCTION OF THE ACCESS TO PROPOSEDDEVELOPMENT IS BASED ON MONAGHAN COUNTY CDEVELOPMENT PLAN2019-2025LEGEND:PROPOSED ACCESS TRACK ANDHARDSTAND AREAXXmPROPOSED GROUND LEVELEXISTING GROUND LEVELEXISTING REGIONAL ROAD (R183)SITE OUTLINED IN REDTEMPORARY ACCESS TRACK FORABNORMAL LOADSLAND IN APPLICANTSOWNERSHIP OUTLINED IN BLUEXXmSIGHTLINESPROPOSED HEDGEROWEXISTING HEDGEROWVISIBILITY SPLAY AREA TO BE KEPTCLEARSCALE:XXmEXISTING GROUND LEVELSTOCK PROOF FENCEPROPOSED PIPE CROSSINGULSTER 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: 12140.1% AEP (1 IN 1000 YEAR)FLUVIAL FLOOD EVENT1:101:40 FALL TO EDGE DRAINSCALESECTION A-A1:50A110PUBLIC ROADLEVEL 50mACCESS ROADLEVEL 49mNNEESESSWWNWNCOPYRIGHT 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:VC15/01/24BMGERBMGDRG. NO.REV.27790110P2CLIENT: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 ENTRANCE AND SIGHTLINES2.4m SETB A C K AAEXISTING LOCAL ROAD1.5mEXISTING HEDGEROWEXISTING GRASSEDVERGE0.15m RIDGE 150mm HIGHER THAN ROADVERGE TO PREVENT SITE SURFACEWATER FROM DISCHARGING ONTOPUBLIC ROADSITE ENTRANCE GATEPROPOSED DRAINAGECHANNEL AT ENTRANCE GATE12.5mEXISTING HEDGEROW TO BEREMOVED AND REINSTATEDSET BACK FROM SIGHTLINE TOACCOMODATE SIGHTLINESSTOCK PROOF FENCE TOMEET NEW HEDGEROWPROPOSED HEDGEROWTO MEET EXISTINGTEMPORARY ACCESSTO BE REINSTATEDAFTER DELIVERY OFTURBINE COMPONENTS49mPROPOSED DRAINAGE CHANNELAT SITE ENTRANCE GATE12.5m45m1 2 . 5 m 040m40m80m1:5002.4m x 120m m VISIBILITY SPLAY2.4m x 120m VISIBILITY SPLAYSTOCK PROOF FENCE TOMEET NEW HEDGEROWNOTE:GRID ROUTE OMITTEDFOR CLARITY PURPOSES.RECEIVED: 07/10/2025