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Maps.STOPSTOPSITE LAYOUT1 : 2502 SECT 2 SECT 1SECT1SECT123456789101112OVERGROWNOVERGROWNEAVEEAVEEAVEEAVEEAVERIDGERIDGEOVERGEADOVERHEADOVERHEADTOP OF TREETOP OF TREETOP OF TREETO OF TREETO OF TREE78.577.075.5 75.5 7 6 . 5 76.0 78.078.078.074.5 75 . 0 75. 575.076.076.076.576.576.575.575.577.077.077.077.577.577.582.582.077.077.5 7 8 . 0 78.0 78.578.578.578.579.079.079.0 79.579.579.5 80.080.080.0 80.581.081.578.3778.3279.0679.0979.5279.4379.5879.7379.9 0 80.0080.1480.1880.0179.7179.2278.0177.6576.8177.0777.0776.6676.2876.1476.2776.1276.0876.0776.5876.5477.1377.6177.5378.1078.7378.3779.1379.1878.1777.6880.4980.3080.3079.5179.1178.2177.5680.2380.2079.8279.6279.7386.9784 3984 4684 5384.9285 5896.0392.8897.0089.2290.6980.1981 7781.8082 1277.4377.2877.8177.9778.2478.1476.0378.3578.1978.1678.0177.5477.6776.8176.6476.4575.7275.2874.2174.4173.1973.2174.2574.4374.6475.4876.3577 3578.0578.8878.3180.4576.4875.8775.8275.72 75.5875.5975.7175.6875.4975.2375.1274.9974.9174.7575.3775.9976.5977.2977.9878.1778.1677.5376.8977.0976.9576.7176.1076.0175.8875.7475.5875.4675.34 75.32 75.30 75.3275.9175.8375.6975.61 75.70 75.54 75.4575.6975.6675.52 75.6475.63 75.8975.8175.83 75.9875.84 75.9075.8578.2977.6477.3977.3576.7176.3375.2975.6675 7475.9376.4776.4476.6676.6776.9577.0277.5277.2877.8877.8778.4778.9578.7378.6278.5178.1879.0179.2679.3479.6179.6080.1280.0179.9379.6979.4178.4178.9279.3979.9280.0279.8280.3280.5880.8179.2679.0378.6677.6881.7482.7682.9282.8581.8081.4676.7577.1977.4977.8277.7677.9281.6976.0475.5575.3075.2475.2175.3075.3976.2476.7477.3378.2277.8377.6877.4276.5976.0776.1875.3775.4380.192MCDS0379.497MCDS0278.208MCDS01TLTLTLMHMHLPLPLPICICGGGGGGEPEPBARNBARNCATTLE GRIDF/FF/FF/FF/FF/FF/FF/FF/F+78.000+79.000+78.750+77.750+77.250+76.750+79.250+79.750+80.000+80.500+79.925BOUNDARY AS PER LAND REGISTRYNAPPROX. LOCATION OF SITE NOTICE2.4 x 49m SIGHT LINES FOR 50km//h ON A BUSROUTE IN ACCORDANCE WITH DMURS2M WIDE FOOTPATH PROVIDED TO SITEFRONTAGE. NEW TACTILE PAVINGCROSSING POINTS AS INDICATED.DROPPED KERB TO CROSSING POINTS ALONGDESIRE LINES GIVING PRIORTY TO PEDESTRIANS ASPER RSA & IN ACCORDANCE WITH T.G.D PART MROAD SIGNAGE & MARKINGS TO BEPROVIDED AT ACCESS TO PUBLIC ROADSURFACE WATER DRAINAGE GULLEYS TO BE PROVIDEDAT PROPOSED ENTRANCE TO PUBLIC ROAD. ALLSURFACE WATER TO DISCHARGE THROUGH AN OILINTERCEPTOR PRIOR TO ENTERING THE MAINS SYSTEM.EXISTING BUILDINGS SHOWN DASHED TOBE DEMOLISHEDPATIO AREAS & FOOTPATHS TO BE PAVED -PERMEABLE PAVING FINISH TO BE CONFIRMEDRETAIN EXISTING TREE'S OF MERIT WHEREPOSSIBLE WITH ADDITIONAL PLANTING OF NATIVESPECIES INCORPORATED IN SAME.ANY TREES IMPEDING DEVELOPMENT TO BEREMOVED.68 SQM72 SQM72 SQM71 SQM70 SQM72 SQM76 SQM83 SQM70 SQM91 SQM71 SQM114 SQMOPEN SPACE795m² 'HT-A'3 BED 'HT-C' 'HT-C' 'HT-C' 'HT-C' 'HT-C' 'HT-C' 'HT-C' 'HT-C' 'HT-B' 'HT-B' 'HT-D'F.F.L. 77.100F.F.L. 76.400F.F.L. 77.550F.F.L. 78.050F.F.L. 78.500F.F.L. 78.600F.F.L. 79.050F.F.L. 79.100F.F.L. 79.550F.F.L. 80.050F.F.L. 80.50F.F.L. 78.9003 BED3 BED3 BED3 BED3 BED3 BED3 BED3 BED2 BED2 BED2 BEDBtBOUNDARY AS PER LAND REGISTRY248830003000300030003495595184 0 476709470893791119222169224052000200020004838 8964749955006000R3600 R400 0 R400085793806R4000APPROX. LOCATION OF SITE NOTICEBtBtPEDESTRIAN ACCESS AS PER RSAPEDESTRIAN CROSSING POINTRELOCATED AS PER RSARAISED TABLE AT ENTRANCE OF DEVELOPMENT TOMAINTAIN FOOTPATH CONTINUITY.14442369353482536925Existing Buildings to be demolishedProposed Hedge of native speciesPatio / Cobbled AreaFinished Floor LevelProposed levelsProposed foul drainageExisting Hedgerow to be removedProposed storm drainageExisting levelsProposed Low Level PlantingSite BoundaryOther lands within applicants ownershipProposed Soak pitExisting tree to be retainedKILLYCONNIGAN, MONAGHANCO.MONAGHANSite boundary outlined in redOSi Map Ref:Site Plan - 1:250Site Area - 4484sq.m / 0.448 ha/ 1.108 acresExisting tree to be removedProposed Street LightingF.F.L. - 51.83+50.10+50.10NProposed Public Lighting refer tospecialists drawings/ reportsKEYTYPEDESCRIPTIONNO.AREAS m²HT A1G.F.- 67m²F.F - 65m²Total per Unit - 132m²23 BED, 5 PERSONDETACHEDDWELLING12TOTALHT B2 BED, 4 PERSONSEMI-DETACHEDDWELLINGG.F.- 45m²F.F - 44m²Total per Unit - 89m²NEW BUILD DWELLINGS HOUSE TYPESHT CHT D3 BED, 6 PERSONSEMI-DETACHEDDWELLING2 BED, 3 PERSONDETACHEDDWELLING18G.F.- 45m²F.F - 44m²Total per Unit - 121m²S.F - 32m²G.F.- 72m²Total per Unit - 72m²F/FF/FAREATOTAL SITESQUARE METRES15% REQUIREDTOTAL PROVIDED795COMMUNAL OPENSPACE SCHEDULE6724484ENTRANCE TO FORM BELLMOUTH OF 1.0 METRES WITH EDGE OFNEW BOUNDARY AND THE ENTRANCE GATES SHALL OPENINWARDS ONLY. RECESSED ENTRANCE SHALL BE OFSUFFICIENT DIMENSIONS TO ALLOW A STATIONARY VEHICLE TOWAIT OFF THE PUBLIC ROAD. EXISTING ROAD BOUNDARY HEDGETO BE REMOVED TO FORM A NEW ENTRANCE WITHASSOCIATED SLAP DASH RENDERED WALLS & STONE PIERS SETBACK TO PROVIDE SIGHT DISTANCES AS SHOWN.HEDGEROW OF NATIVE SPECIES TO NEW SIGHT LINES.TRANSPLANT EXISTING HEDGEROW AND TREES WHEREPOSSIBLE. STORM DRAIN TO BE LOCATED AT ENTRANCE TOPREVENT ANY SURFACE WATER ENTERING ONTO PUBLIC ROAD.SIGHT DISTANCES OF 49 METRES IN EACH DIRECTION TO BEPROVIDED FROM A POINT IN THE ENTRANCE 2.4 METRES FROMTHE ROAD EDGE AND 1.05 METRE ABOVE GROUND LEVEL. THEAREA WITHIN THE VISIBILITY SPLAYS SHALL BE CLEARED TOPROVIDE A LEVEL SURFACE NO HIGHER THAN 250MM ABOVETHE LEVEL OF THE ADJOINING CARRIAGEWAY AND SHALL BERETAINED AND KEPT CLEAR THEREAFTER.NEW AND REPLACEMENT HEDGEROW PLANTING SHALLINCORPORATE NATIVE HEDGEROW SPECIES AS TO ULTIMATELYFORM A NATURALISED HEDGEROW SIMILAR TO EXISTING IN THEAREA. SPECIES SHALL BE WHITEHORN, BLACKTHORN, HAZELAND HOLLY. ONLY REMOVE THE APPLICABLE PORTION OF THEROADSIDE HEDGEROW, WHICH MUST BE LOWERED ORUPROOTED TO PROVIDE ADEQUATE SIGHT DISTANCES.WASTE WATER TREATMENT SYSTEM TO MEET THEREQUIREMENTS OF I.S. EN 12566-3:2005 AND SHALL BEINSTALLED IN ACCORDANCE WITH THEMANUFACTURERS INSTRUCTIONS & SITECHARACTERISATION REPORT AS PREPARED BY BIO LABS.DETAILS OF SAME TO BE SUBMITTED FOR APPROVAL TOARCH. PRIOR TO COMMENCEMENT REFER TOSPECIFICATION BOOKLET FOR FURTHER REQUIREMENTSWATERMAINEXCAVATE AS REQUIRED. PROVIDE AND LAY NEWWATER SUPPLY PIPE IN ACCORDANCE WITH IRISH WATERRECOMMENDATIONS FROM STOPCOCK AT ROAD TODWELLING. MAKE GOOD ANY DAMAGE CAUSED.INCLUDE FOR OBTAINING ROAD OPENING CERTIFICATEIF NECESSARY INCLUDING ANY FEE DUE.ENSURE ALL SERVICES ENTERING THE DWELLING TO BEIN ACCORDANCE WITH DIAGRAMS 1 & 2 OF TECHNICALBOOKLET G.ELECTRICITYEXCAVATE FOR NEW CABLE TRENCH AS DIRECTED BYESB FROM POSITION AT FOOTPATH OR ROAD ADJACENTTO SITE AND MAKE GOOD/REINSTATE ANY DAMAGE.PROVIDE 150MM DIAMETER UPVC DUCT BELOWFINISHED GROUND LEVEL ADJACENT TO DWELLING WITHEASY SWEEP BEND TO LEFT SIDE OF METER POSITION.TELEPHONEEXCAVATE FOR NEW CABLE TRENCH AS DIRECTED BYEIRCOM AND MAKE GOOD/REINSTATE ANY DAMAGE.PROVIDE 150MM DIAMETER uPVC DUCT INTO DWELLINGWITH EASY SWEEP BEND TO LEFT SIDE OF MASTERTELEPHONE POSITION AT HALL.DRAINAGEALL DRAINAGE TO BE CARRIED OUT TO CURRENT BUILDINGREGULATIONS. FOUL AND STORM DRAINAGE PIPES TO BE UPVCTO BRITISH / EU STANDARDS. ALL FOUL PIPES TO BE 150mmDIA AND STORM PIPES TO BE 150mm DIAMETER (UNLESSOTHERWISE NOTED ON PLAN) TO REQUIRED FALLS 1 IN 60.TWO COURSE CONCRETE LINTELS TO BE BUILT INTO THEWALLS OVER PIPES PASSING THROUGH WALLS WITH 50mmGAP CLOSED WITH EXPANDED METAL. ALL PIPES TO BESURROUNDED IN PEA GRAVEL. PIPES PASSING UNDER FLOORTO BE SURROUNDED IN AT LEAST 100mm OF PEA GRAVEL OROTHER FLEXIBLE FILLING.PROVIDE POLYPROPOLENE INSPECTION CHAMBERS ATPOSITIONS SHOWN ON GROUND FLOOR PLAN / SITE PLAN(CHAMBERS TO BE 450 - 550mm DIAMETER UNLESSOTHERWISE INDICATED ON LAYOUT). PROVIDE 75mm DEEPSEAL TRAPS TO ALL SANITARY FITTINGS. PROVIDE REMOVABLETRAP TO SHOWER. INSPECTION PLATES TO BE INSTALLED TOSVP WHERE WC IS CONNECTED DIRECTLY. ALL RAINWATERGULLIES TO BE RODDABLE.MANHOLE COVERS TO BE USED:PEDESTRIAN/LANDSCAPE : A15 LIGHT DUTY SINGLE SEAL SOLIDTOP BSEN124CAR PARKS/FOOTPATHS/PRIVATE DRIVES: B125 MEDIUM DUTYSOLID TOP BSEN124PUBLIC ROADS/PARKING AREAS: D400 HEAVY DUTY SOLID TOPBSEN124AREAS SUBJECT TO HIGH WHEEL LOADS: F900 ULTRA HEAVYDUTY BSEN124DRAINAGE & WASTE DISPOSALGENERAL REQUIREMENTSPROVIDE BUILDING WITH A DRAINAGE SYSTEM AS MAY BENECESSARY FOR THE HYGIENIC AND ADEQUATE DISPOSAL OFFOUL WASTEWATER FROM THE BUILDING.PROVIDE A DRAINAGE SYSTEM AS MAY BE NECESSARY FORTHE ADEQUATE DISPOSAL OF SURFACE WATER FROM THEBUILDING.NO PART OF A DRAINAGE SYSTEM CONVEYING FOULWASTEWATER SHALL BE CONNECTED TO A SEWER RESERVEDFOR SURFACE WATER AND NO PART OF A DRAINAGE SYSTEMCONVEYING SURFACE WATER SHALL BE CONNECTED TO ASEWER RESERVED FOR FOUL WASTEWATER.WASTEWATER TREATMENT SYSTEM SHALL BE SITED ANDCONSTRUCTED THAT:(A) IT IS NOT HARMFUL TO THE HEALTH OF ANY PERSON,(B) IT DOES NOT CAUSE A RISK TO PUBLIC HEALTH OR THEENVIRONMENT,(C) IT PREVENTS UNAUTHORISED ACCESS BUT ALLOWSADEQUATE MEANS OF ACCESS FOREMPTYING AND MAINTENANCE,(D) IT WILL FUNCTION TO A SUFFICIENT STANDARD FOR THEPROTECTION OF HEALTH IN THEEVENT OF A SYSTEM FAILURE,(E) IT HAS ADEQUATE CAPACITY,(F) IT IS IMPERMEABLE TO LIQUIDS, AND(G) IT IS ADEQUATELY VENTILATED.INFORMATION ON THE WASTEWATER TREATMENT SYSTEMAND ANY CONTINUING MAINTENANCE REQUIRED TO AVOIDRISK TO HEALTH AND THE ENVIRONMENT TO BE PROVIDED TOTHE OWNER.AIR TEST: FOUL WASTE WATER DRAINAGE PIPEWORKOVERGROUNDTHE DISCHARGE STACK AND FOUL DRAIN DRAIN SHOULD BECAPABLE OF WITHSTANDING AN AIR TEST.EVERY TRAP SHOULD MAINTAIN AT LEAST 25MM WATER SEALDURING THE THREE MINUTE TEST DURATION.2475 2475 247570.00075.00080.000SITE BOUNDARYSITE BOUNDARY90.00085.00095.00085.00090.00095.000105.000100.000110.000BED 03ENSUITEBED 02BED 01KITCHENDININGLIVINGS E C T I O N 2 - 2SCALE 1:250DEVELOPMENTTOTAL UNITS - 12DETACHED01 NO. 3 BED01 NO. 2 BEDSEMI DETACHED02 NO. 2 BED08 NO. 3 BED6 Plantation TerraceMonaghanCo.Monaghan© copyright of mcguigan architects ltdM c G U I G A NARCHITECTS+353 47 77823info@mcguiganarchitects.comwww.mcguiganarchitects.comProjectAddressClientScaleFormatStatusDrawn ByStart DateDrawing TitleDrawing NumberAll dimensions to be taken on site - no dimensions to be scaled from thisdrawing. This drawing to be read in conjunction with all other relevantdrawings, specifications etc.Any discrepancies to be reported to the Architect for clarification. Thisdrawing may not be copied or reproduced without written consent.PLEASE NOTE THAT THIS IS A PLANNING DRAWING ONLY AND ISTHEREFORE LIMITED IN ITS CAPACITY TO CONVEY THE TOTALINFORMATION, DETAILS & SPECIFICATIONS NECESSARY TOCOMPLETE THE WORKS. ANY WORK CARRIED OUT THAT IS NOTSPECIFIED OR DETAILED HERE WILL BE THE RESPONSIBILITY OF THEPERSONS CARRYING THEM OUT. IF ANY SITUATION ARISES WHICHWOULD CAUSE A CONTRAVENTION OF THE BUILDINGREGULATIONS, THEN THE ARCHITECT SHOULD BE CONSULTED,OTHERWISE THE ARCHITECT CANNOT BE HELD RESPONSIBLE.ALL WORK AND MATERIALS ARE TO BE IN ACCORDANCE WITHCURRENT BUILDING REGULATIONS WHETHER DETAILED ON THISDRAWING OR NOT.NOTESMRIAI RIBA Chartered ArchitectsPassivHaus DesignersEnergy ConsultantsFOUNDED 1839T H E R O YAL THEOFOFIN NST T TI UEARCHITTECSDALERIALL DIMENSIONS TO BE TAKEN ON SITE -NO DIMENSIONS TO BE SCALED FROM THIS DRAWING.THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHERRELEVANT DRAWINGS, SPECIFICATIONS ETC.ANY DISCREPANCIES TO BE REPORTED TO THE ARCHITECT FORCLARIFICATION. THIS DRAWING MAY NOT BE COPIED ORREPRODUCED WITHOUT WRITTEN CONSENT.NO WORKS SHOULD BE CARRIED OUT WITHOUT PRIOR CONSENTFROM THE LOCAL PLANNING AUTHORITY.PROPOSED DEVELOPMENTKILLYCONIGANMONAGHANCO.MONAGHANHADABO DEVELOPMENTSLTD1:250A1PLANNINGMMMARCH 2026PROPOSED SITE LAYOUTMGA-018-0181-PL102_REVAP L A N N I N G O N L YSITE LAYOUT AMENDED INACCORDANCE WITH THERECOMMENDATIONS OF THE ROADSAFETY AUDITREVA01/07/2026RECEIVED: 21/07/2026