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Maps - Site layout plan67.86 67.89 65.89 65.86 65.67 66.5865.91 66.08 67.37 66.13 67.71 TP 65.89 65.53 EP65.4165.49 65.50 65.24 65.24 65.37 EP 64.91 65.24 65.13 65.19 65.26 65.20 65.24 65.30 65.30 65.56 64.93 64.76 64.78 65.02 64.99 65.05 65.04 64.55 64.78 64.79 64.67 64.91 64.52 64.71 64.59 64.49 64.65 64.54 64.53POST 64.43 64.32 64.33 64.12 64.09 63.93 63.78 TOW=64.46 63.21 62.50 62.50 63.02 EP 64.13 63.48 63.94 63.99 64.03 63.60 62.83 63.92 64.03 64.1363.82 63.52 63.57 TOW=64.38 63.75 63.19 62.36 62.87 63.6463.5063.32 63.01 63.01 62.53 62.26 61.94 61.92 61.05 61.52 61.89 62.41 63.99 64.78 64.42 64.28 64.91 64.41 64.75 LP 64.58 C BOX 64.79 C BOX 64.7964.78 64.99 64.93 64.94 64.75 64.77 C BOX 64.71 64.64 64.66 64.69 65.36 66.01 66.32 65.55 64.72 64.76 64.98 64.98 64.61 64.89 64.72 64.34 63.46 62.45 61.99 62.02 62.50 62.79 63.83 63.73 64.13 64.30 64.30 63.36 POST61.84 61.40 61.35 POST 61.37 61.54 61.79 62.18 62.94 62.44 63.86 64.53 64.58 64.69 TP 64.53 64.52 SV MRK 66.00 66.0966.05 65.90 65.97 65.85 65.69 65.7465.71 65.95 65.52 65.55 65.49 65.11 65.19 65.13 64.81 64.83 64.79 64.52 64.5564.52 64.29 64.35 64.31 IS6 64.89 IS5 64.61 IS8 62.62IS9 62.05 65.74 65.63 65.79 POST 65.94 66.35 66.0965.86 65.65 65.61 66.13 65.60 CL=65.3765.32 64.12 63.13 62.9562.37 62.25 62.16 61.96 61.86 61.38 WALLFEN C EEIR OVERHEADEIR OVERHEAD FENCE O/HE A D C A B L E O/HEAD CABLE FENCE O/H E A D C A B L E FENCE FENCEFENCEWALL WALLFENC E WALL O/HEAD C A B L E WALL FENCE FENCEFENCEWALLWALLFENCE FENCE61. 5 61.562.062.062.5 62.562.562.563.0 63.0 63.063.063.063.5 63 . 5 63.563.563.564.064.064.064.064.064.564.565.565.566.066.566.567.067.067.567.563.66WALL FL=65.60 RL=70.86 EL=69.71 RL=68.18EL=67.03 RL=69.11 FL=65.34 EL=68.69 OIL TANK RL=68.61 EL=67.29 FL=64.62 FL=64.93 FL=64.84 RL=71.43 EL=69.03 FL=64.87 RL=70.06EL=67.79 FL=64.88 FL=64.92 RL=67.84 EL=66.95 FL=64.98 EL=66.80 CRUSH FL=61.99 RL=68.62EL=67.14 FL=65.01 RL=68.18 FENCETP 66.07 66.09 66.01 66.20 66.28 66.23 66.44 66.48 66.40 66.56 66.58 66.58 66.67 66.73 66.71 66.8566.78 66.88 66.93 66.87 66.97 67.04 66.93 66.97 67.05 66.98 66.94 67.04 67.00 66.93 67.02 66.92 66.97 67.04 66.94 66.95 67.07 67.01 67.21 67.26 67.14 67.38 67.46 67.44 67.71 67.74 67.66 POST 66.61 66.75 67.05 67.25 67.06 67.60 67.01 67.78 67.68 66.94 66.85 66.89 67.94 POST BOX 66.82 66.7266.67 68.10 66.82 66.50 67.82 66.40 67.82 66.28 67.96 66.17 67.53 66.1367.20 66.24 67.64 68.16 66.55 66.62 68.18 66.77 68.11 66.88 67.99 68.09 66.89 67.0368.09 67.15 67.12 TP 67.19 67.02 66.99 TP POST 67.15 67.30 67.18 66.77 67.26 67.10 67.39 66.98 IL=66.75 66.91 IL=66.14 66.35 IL=66.20 IL=66.09 66.54 66.87 67.29 67.30 67.4367.68 67.74 67.82 67.8567.51 66.9766.8066.15 65.98 63.60 62.12 62.02 62.54 63.31 64.68 66.16 66.61 66.64 66.02 65.19 65.34 64.41 62.54 62.48 62.07 61.43 61.00 61.11 61.82 61.74 62.38 62.35 62.66 64.20 63.72 63.60 64.01 65.36 66.10 66.63 66.58 67.19 67.4467.00 66.90 66.75 63.94 63.01 62.84 64.74 65.42 66.22 66.97 67.26 66.91 67.37 67.36 66.92 66.51 66.23 65.81 67.05 67.01 67.30 67.02 66.58 66.37 66.22 64.53 64.38 64.45 65.90 66.06 65.68 65.40 65.34 66.28 66.60 67.11 67.40 67.52 67.41 67.29 67.33 67.61 67.82 67.79 67.47 66.78 66.37 66.14 66.15 66.38 66.67 66.8866.59 66.16 66.07 66.77 67.13 67.03 66.64 66.46 66.86 67.52 68.00 68.09 67.91 67.90 67.46 66.81 66.51 66.57 66.57 66.60 66.41 66.04 66.07 65.84 65.90 66.18 66.61 66.22 66.23 66.50 66.5666.5666.25 66.37 66.68 66.66 67.21 67.68 67.93 67.68 67.35 66.99 67.23 67.54 67.65 67.32 67.31 67.61 67.27 66.82 67.12 66.60 66.66 66.38 66.48 66.84 66.81 66.50 66.69 66.99 68.36 66.95 66.89 67.00 67.29 68.38 67.81 67.00 67.09 66.88 66.76 66.94 67.09 67.10 66.76 66.48 66.98 EIR O V E R H E A D ROAD EDGEROAD EDGEWALLWA L L DITCH DITCHDITCH61.562.062.56 2 . 5 63.0 6 3 . 063.5 6 3 . 5 64.0 6 4 . 0 64.5 6 4 . 5 65.0 6 5 . 0 65.565.566.0 6 6 . 0 66. 0 66.566.566.566.56 6 . 5 67.067.067.067.067.067.067.067.067.567.5IS2 IS3 66.77 ROAD HAS BEEN WIDENED FROM 2023.S/W IRE S/WIRE DITCH FL=67.38 RL=75.74 EL=72.38 RL=75.48 EL=72.09EIR OVERHEADGa l e s PROPOSED VISIBILITY SPLAYS OF 2.4M x 70M IN BOTH DIRECTIONS ROAD EDGE PROPOSED SOAK PIT FOR STORM WATER 67.88 67.69 GULLEY TO BE PROVIDED AT PROPOSED ENTRANCE PROPOSED PERCOLATION AREA IN ACCORDANCE WITH SITE CHARACTERISATION REPORT. PROPOSED WASTE WATER TREATMENT SYSTEM INSTALLED AND COMMISSIONED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS. 27380 24771 1 - 11 - 1 S I T E L A Y O U T SCALE 1 : 5 0 0 17110 92094 92494 26855 PROPOSED EXTERNAL PATIO AREA TO BE PAVED IN AS SELECTED BY CLIENT.ROAD EDGEROAD EDGE 35090 CENTERLINE CENTERLINE POTENTIAL LANDTAKE PURCHASE ORDER L INE N2 62.1261.40 60.86 63.73 64.76 68.0F.F.L. 68.00 F.F.L. 68.00 11300 70000 70000 APPROX. LOCATION OF SITE NOTICE EXISTING HEDGEROW TO REMAIN UNALTERED G G 3700 NEW PRIVATE WELL 93481100M RADIUS FRO M PROPOSED D WELLING DRAINAGE ALL DRAINAGE TO BE CARRIED OUT TO CURRENT BUILDING REGULATIONS. FOUL AND STORM DRAINAGE PIPES TO BE UPVC TO BRITISH / EU STANDARDS. ALL FOUL PIPES TO BE 150mm DIA AND STORM PIPES TO BE 150mm DIAMETER (UNLESS OTHERWISE NOTED ON PLAN) TO REQUIRED FALLS 1 IN 60. TWO COURSE CONCRETE LINTELS TO BE BUILT INTO THE WALLS OVER PIPES PASSING THROUGH WALLS WITH 50mm GAP CLOSED WITH EXPANDED METAL. ALL PIPES TO BE SURROUNDED IN PEA GRAVEL. PIPES PASSING UNDER FLOOR TO BE SURROUNDED IN AT LEAST 100mm OF PEA GRAVEL OR OTHER FLEXIBLE FILLING. PROVIDE POLYPROPOLENE INSPECTION CHAMBERS AT POSITIONS SHOWN ON GROUND FLOOR PLAN / SITE PLAN (CHAMBERS TO BE 450 - 550mm DIAMETER UNLESS OTHERWISE INDICATED ON LAYOUT). PROVIDE 75mm DEEP SEAL TRAPS TO ALL SANITARY FITTINGS. PROVIDE REMOVABLE TRAP TO SHOWER. INSPECTION PLATES TO BE INSTALLED TO SVP WHERE WC IS CONNECTED DIRECTLY. ALL RAINWATER GULLIES TO BE RODDABLE. MANHOLE COVERS TO BE USED: PEDESTRIAN/LANDSCAPE : A15 LIGHT DUTY SINGLE SEAL SOLID TOP BSEN124 CAR PARKS/FOOTPATHS/PRIVATE DRIVES: B125 MEDIUM DUTY SOLID TOP BSEN124 PUBLIC ROADS/PARKING AREAS: D400 HEAVY DUTY SOLID TOP BSEN124 AREAS SUBJECT TO HIGH WHEEL LOADS: F900 ULTRA HEAVY DUTY BSEN124 DRAINAGE & WASTE DISPOSAL GENERAL REQUIREMENTS PROVIDE BUILDING WITH A DRAINAGE SYSTEM AS MAY BE NECESSARY FOR THE HYGIENIC AND ADEQUATE DISPOSAL OF FOUL WASTEWATER FROM THE BUILDING. PROVIDE A DRAINAGE SYSTEM AS MAY BE NECESSARY FOR THE ADEQUATE DISPOSAL OF SURFACE WATER FROM THE BUILDING. NO PART OF A DRAINAGE SYSTEM CONVEYING FOUL WASTEWATER SHALL BE CONNECTED TO A SEWER RESERVED FOR SURFACE WATER AND NO PART OF A DRAINAGE SYSTEM CONVEYING SURFACE WATER SHALL BE CONNECTED TO A SEWER RESERVED FOR FOUL WASTEWATER. WASTEWATER TREATMENT SYSTEM SHALL BE SITED AND CONSTRUCTED THAT: (A) IT IS NOT HARMFUL TO THE HEALTH OF ANY PERSON, (B) IT DOES NOT CAUSE A RISK TO PUBLIC HEALTH OR THE ENVIRONMENT, (C) IT PREVENTS UNAUTHORISED ACCESS BUT ALLOWS ADEQUATE MEANS OF ACCESS FOR EMPTYING AND MAINTENANCE, (D) IT WILL FUNCTION TO A SUFFICIENT STANDARD FOR THE PROTECTION OF HEALTH IN THE EVENT 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 SYSTEM AND ANY CONTINUING MAINTENANCE REQUIRED TO AVOID RISK TO HEALTH AND THE ENVIRONMENT TO BE PROVIDED TO THE OWNER. AIR TEST: FOUL WASTE WATER DRAINAGE PIPEWORK OVERGROUND OUTLINE SPECIFICATIONS FOR SOIL POLISHING FILTER REFER TO SITE CHARACTERISATION REPORT FOR DETAILED REQUIREMENTS. THE SLOPE OF THE UPVC SEWER FROM THE SUMP UNIT TO THE DISTRIBUTION CHAMBER SHALL BE 1 IN 60 (WITH USING A PUMP TO THE SPLITTER BOX THIS MAY VARY) THE SLOPE OF THE PERCOLATION TRENCH FROM THE THE DISTRIBUTION CHAMBER SHALL BE 1 IN 200 THE LENGTH OF EACH OF THE 12 PERCOLATION TRENCHES SHALL BE 10M. TOTAL LENGTH 120M. THE SEPARATION DISTANCE BETWEEN THE PERCOLATION TRENCHES SHALL BE 2M (I.E 2.5M CENTER TO CENTER) PERCOLATION PIPES SHALL BE 100MM DIAMETER SMOOTH WALL UPVC SEWER PIPES, PERFORATED AT 4, 6 AND 8 O'CLOCK. PERFORATIONS SHALL BE 8MM DIAMETER, AT 75MM CENTERS' ALONG THE PIPE. HOLES SHALL BE CHECKED BEFORE INSTALLATION TO ENSURE THEY ARE FREE FROM DEBRIS. THE WIDTH OF EACH PERCOLATION TRENCH SHALL BE 500MM. THE INVERT LEVEL OF THE PERCOLATION TRENCH SHALL BE 300MM ABOVE GROUND LEVEL. PERCOLATION PIPES SHALL BE LAID ON A 250MM BED OF WASHED GRAVEL, HAVING PARTICLES IN THE RANGE OF 8-32MM. PIPE COVER SHALL BE 150MM DEPTH OF WASHED GRAVEL, HAVING PARTICLE SIZE IN THE RANGE OF 8 - 32MM. GEOTEXTILE LAYER TO BE PLACED ON TOP OF THIS FOLLOWED BY TOPSOIL TO GROUND LEVEL. GEOTEXTILE SHALL BE IN ACCORDANCE WITH EN ISO 10319. ACCESS / INSPECTION POINTS AND VENTS SHALL BE PROVIDED FOR THE ENDS OF THE PERCOLATION PIPES. COVERS SHALL BE VISIBLE AND INSTALLED TO PREVENT THE INGRESS OF WATER. THEY SHALL BE SUITABLE FOR RODDING AND SCOURING PURPOSES. A SURFACE LAND DRAIN SHALL BE EMPLOYED AROUND THE PERCOLATION AREA (MINIMUM OF 2M AWAY) TO DIVERT SURFACE WATER AWAY FROM IT. AIR TEST: FOUL WASTE WATER DRAINAGE PIPEWORK OVERGROUND THE DISCHARGE STACK AND FOUL DRAIN DRAIN SHOULD BE CAPABLE OF WITHSTANDING AN AIR TEST. EVERY TRAP SHOULD MAINTAIN AT LEAST 25MM WATER SEAL DURING THE THREE MINUTE TEST DURATION. WASTE WATER TREATMENT SYSTEM TO MEET THE REQUIREMENTS OF I.S. WASTE WATER TREATMENT SYSTEM TO MEET THE REQUIREMENTS OF I.S. EN 12566-3:2005 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS & SITE CHARACTERISATION REPORT AS PREPARED BY BIO LABS. DETAILS OF SAME TO BE SUBMITTED FOR APPROVAL TO ARCH. PRIOR TO COMMENCEMENT REFER TO SPECIFICATION BOOKLET FOR FURTHER REQUIREMENTS OUTLINE SPECIFICATION - WASTE WATER TREATMENT SYSTEM INSTALL PACKAGED WASTE WATER TREATMENT SYSTEM AND POLISHING FILTER. SYSTEM TO BE INSTALLED BY REGISTERED COMPETENT PERSONS CERTIFICATE OF COMPLIANCE OF SYSTEM BE SUBMITTED TO ARCH. FOR APPROVAL. NO PART OF THE SYSTEM TO BE LOCATED WITHIN A MINIMUM OF 10M OF THE DWELLING OR 3M OF ADJOINING BOUNDARY. EFFLUENT FROM THE PROPOSED WASTEWATER TREATMENT SYSTEM SHALL BE DISPOSED OF BY MEANS OF A SOIL POLISHING FILTER CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS AS SET OUT IN THE ENVIRONMENTAL PROTECTION AGENCY CODE OF PRACTICE "WASTEWATER TREATMENT AND DISPOSAL SYSTEMS SERVING SINGLE HOUSES." THE CONSTRUCTION OF THE SOIL POLISHING FILTER SHALL BE SUPERVISED AND CERTIFIED BY A COMPETENT PERSON AND COPY OF THE CERTIFICATE TO BE SUBMITTED TO ARCH. / PLANNING AUTHORITY PRIOR TO OCCUPANCY OF THE DWELLING. NO PART OF THE SOIL POLISHING FILTER TO RADIATE WITHIN 12M OF THE DWELLING-HOUSE, 10M OF ANY WATERCOURSE OR THE PUBLIC-ROADWAY OR 3M OF ANY BOUNDARY. EMPLOYER TO ENTER INTO MAINTENANCE CONTRACT WITH THE SUPPLIER OF THE WASTEWATER TREATMENT SYSTEM AND A COPY OF SAME TO BE SUBMITTED TO THE PLANNING AUTHORITY FOR APPROVAL WITHIN TWO MONTHS OF THE DATE OF OCCUPATION OF THE DWELLING. A COPY OF EACH MAINTENANCE REPORT SHALL BE SUBMITTED TO THE PLANNING AUTHORITY. WASTE WATER TREATMENT SYSTEM TO MEET THE REQUIREMENTS OF I.S. EN 12566-3:2005 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS & SITE CHARACTERISATION REPORT AS PREPARED BY BIO LABS. DETAILS OF SAME TO BE SUBMITTED FOR APPROVAL TO ARCH. PRIOR TO COMMENCEMENT REFER TO SPECIFICATION BOOKLET FOR FURTHER REQUIREMENTS WATERMAIN EXCAVATE AS REQUIRED. PROVIDE AND LAY NEW WATER SUPPLY PIPE IN ACCORDANCE WITH IRISH WATER RECOMMENDATIONS FROM STOPCOCK AT ROAD TO DWELLING. MAKE GOOD ANY DAMAGE CAUSED. INCLUDE FOR OBTAINING ROAD OPENING CERTIFICATE IF NECESSARY INCLUDING ANY FEE DUE. ENSURE ALL SERVICES ENTERING THE DWELLING TO BE IN ACCORDANCE WITH DIAGRAMS 1 & 2 OF TECHNICAL BOOKLET G. ELECTRICITY EXCAVATE FOR NEW CABLE TRENCH AS DIRECTED BY ESB FROM POSITION AT FOOTPATH OR ROAD ADJACENT TO SITE AND MAKE GOOD/REINSTATE ANY DAMAGE. PROVIDE 150MM DIAMETER UPVC DUCT BELOW FINISHED GROUND LEVEL ADJACENT TO DWELLING WITH EASY SWEEP BEND TO LEFT SIDE OF METER POSITION. TELEPHONE EXCAVATE FOR NEW CABLE TRENCH AS DIRECTED BY EIRCOM AND MAKE GOOD/REINSTATE ANY DAMAGE. PROVIDE 150MM DIAMETER uPVC DUCT INTO DWELLING WITH EASY SWEEP BEND TO LEFT SIDE OF MASTER TELEPHONE POSITION AT HALL. PLANT IN GROUPS OF BETWEEN 15 - 30 PLANTS ALL HEDGING AREAS ARE TO BE FREE FROM WEEDS AND CULTIVATED TO A MINIMUM DEPTH OF 300MM PRIOR TO PLANTING MULCH DEPTH IS TO BE A MINIMUM OF 50MM HEDGEROW SPECIES Crataegus monogyna(whitethorn) Rosa rugosa Elaeagnus x ebbingei Pyracantha 'Orange Glow' Prunus spinosa(blackthorn) Berberis x stenophylla Chaenomeles x superba Escallonia 'Donard Seedling' Viburnum tinus 'Eves Pride' Salix caprea Ilex aquifolium(holly) Alnus glutinosa Corylus avellana (Hazel) NEW AND REPLACEMENT HEDGEROW PLANTING SHALL INCORPORATE NATIVE HEDGEROW SPECIES AS TO ULTIMATELY FORM A NATURALISED HEDGEROW SIMILAR TO EXISTING IN THE AREA. SPECIES SHALL BE WHITEHORN, BLACKTHORN, HAZEL AND HOLLY. ONLY REMOVE THE APPLICABLE PORTION OF THE ROADSIDE HEDGEROW, WHICH MUST BE LOWERED OR UPROOTED TO PROVIDE ADEQUATE SIGHT DISTANCES. TREES SCHEDULE PROPOSED TREES TO BE SPECIES AS NOTED GIRTH 14 - 16 SORBUS ARIA 'LUTESCENS' FAGUS SYLVATICA BETULA PENDULA ACER PSEUDOPLATANUS FRAXINUS EXCELSIOR WHITEBEAM BEECH BIRCH SYCAMORE ASH W B M C SPACING 0.3m 0.3m 0.3m 0.3m 0.3m 0.3m 0.3m 0.3m 0.3m 0.3m 0.3m 0.3m 0.3m 5003000-3500ALL BARE ROOT TREES SHALL BE DIPPED IN 'ALGINURE ROOT DIP IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS PRIOR TO PLANTING BREAK UP BOTTOM OF PIT TO A DEPTH OF 150mm AND SCARIFY SIDES TREE PITS EXCAVATE PIT WITH SLIGHTLY RAISED CENTRE. RETAIN TOPSOIL FOR REUSE WHERE SPECIFIED. SIZE TO BE 600x600x600mm DEEP BACKFILLED WITH GOOD QUALITY TOPSOIL TOGETHER WITH WELL ROTTED FARMYARD MANURE AT 20 LITRES PER PIT AND 'SLOGRO' AT 35g/CUBIC METRE.150600TREES WHEN PLANTED SHOULD BE AT THE SAME DEPTH AT WHICH IT HAS BEEN GROWN AT THE NURSERY, AS INDICATED BY THE SOIL MARK ON THE STEM SOIL LEVEL OF TREE PIT TO BE FINISHED SLIGHTLY HIGHER THAN THE THE SURROUNDING GROUND AND THE 600mm DIA. BASE SHALL BE SPRAYED WITH PRE-EMERGENT HERBICIDE TREE STAKE 75mm DIA. x 1500mm LONG LARCH PRESSURE TREATED STAKE TIE FIXING NAILS FIXING NAILS TO BE GALVANISED & NOT LESS THAN 25mm LONG WITH 10mm DIA. HEADS STANDARD TREE PLANTING DETAIL NTS TREE TIES TREE TIES TO BE ADJUSTABLE SOLID RUBBER SPACER HOLLOWED ON BOTH SIDES WITH RUBBER COVERED CANVAS STRAP 25mm WIDE 1no. PER. TREE 1500-1750500150A LANDSCAPE DESCRIPTION THE INTENDED LANDSCAPE DESIGN OF THIS SITE, COMBINED WITH THE HOUSE DESIGN AND EXISTING SITE FEATURES WILL ALLOW FOR THE PROPOSED DEVELOPMENT TO BLEND INTO THE THE SURROUNDING NATURAL LANDSCAPE. THE SOFT LANDSCAPE PROPOSALS WILL ENSURE THE DEVELOPMENT IS SUFFICENTLY SCREENED. SIZE_XXFT SIZE_XXFT SIZE_XXFT SIZE_XXFT SIZE_XXFT ENTRANCE TO FORM BELLMOUTH OF 5.0 METRES WITH EDGE OF NEW BOUNDARY AND THE ENTRANCE GATES SHALL OPEN INWARDS ONLY. RECESSED ENTRANCE SHALL BE OF SUFFICIENT DIMENSIONS TO ALLOW A STATIONARY VEHICLE TO WAIT OFF THE PUBLIC ROAD. EXISTING ROAD BOUNDARY HEDGE TO BE REMOVED TO FORM A NEW ENTRANCE WITH ASSOCIATED SLAP DASH RENDERED WALLS & STONE PIERS SET BACK TO PROVIDE SIGHT DISTANCES AS SHOWN. HEDGEROW OF NATIVE SPECIES TO NEW SIGHT LINES. TRANSPLANT EXISTING HEDGEROW AND TREES WHERE POSSIBLE. STORM DRAIN TO BE LOCATED AT ENTRANCE TO PREVENT ANY SURFACE WATER ENTERING ONTO PUBLIC ROAD. SIGHT DISTANCES OF 70 METRES IN EACH DIRECTION TO BE PROVIDED FROM A POINT IN THE ENTRANCE 2.4 METRES FROM THE ROAD EDGE AND 1.05 METRE ABOVE GROUND LEVEL. THE AREA WITHIN THE VISIBILITY SPLAYS SHALL BE CLEARED TO PROVIDE A LEVEL SURFACE NO HIGHER THAN 250MM ABOVE THE LEVEL OF THE ADJOINING CARRIAGEWAY AND SHALL BE RETAINED AND KEPT CLEAR THEREAFTER. NEW AND REPLACEMENT HEDGEROW PLANTING SHALL INCORPORATE NATIVE HEDGEROW SPECIES AS TO ULTIMATELY FORM A NATURALISED HEDGEROW SIMILAR TO EXISTING IN THE AREA. SPECIES SHALL BE WHITEHORN, BLACKTHORN, HAZEL AND HOLLY. ONLY REMOVE THE APPLICABLE PORTION OF THE ROADSIDE HEDGEROW, WHICH MUST BE LOWERED OR UPROOTED TO PROVIDE ADEQUATE SIGHT DISTANCES. Proposed Hedge of native species F.F.L. - 51.83 +50.10 Finished Floor Level Proposed levels Proposed foul drainage Existing Hedgerow to be removed Proposed storm drainage +50.10 Existing levels Proposed Low Level Planting Proposed Grassed Area Proposed Boundary Planting of native species Site Boundary Other lands within applicants ownership Proposed Soak pit Existing tree to be retained Proposed Native Hedgerow MOY ETRA TD, CLONTIBRET, CO.MONAGHAN Site boundary outlined in red OSi Map Ref: Site Plan: 1:500 Site Area - 5318 sq.m / 0.5318 ha / 1.31acres N Existing tree to be removed Private Bored Well 55.000 60.000 65.000 70.000 75.000 80.000 SITE BOUNDARYROAD EDGEROAD EDGESITE BOUNDARYROAD S C A L E 1:500 S E C T I O N _ 1 - 1 PROPOSED CUT PROPOSED FILLROAD EDGECENTRELINEN2 ROAD 55.000 60.000 65.000 70.000 75.000 80.000 PLEASE NOTE THAT THIS IS A PLANNING DRAWING ONLY AND IS THEREFORE LIMITED IN ITS CAPACITY TO CONVEY THE TOTAL INFORMATION, DETAILS & SPECIFICATIONS NECESSARY TO COMPLETE THE WORKS. ANY WORK CARRIED OUT THAT IS NOT SPECIFIED OR DETAILED HERE WILL BE THE RESPONSIBILITY OF THE PERSONS CARRYING THEM OUT. IF ANY SITUATION ARISES WHICH WOULD CAUSE A CONTRAVENTION OF THE BUILDING REGULATIONS, THEN THE ARCHITECT SHOULD BE CONSULTED, OTHERWISE THE ARCHITECT CANNOT BE HELD RESPONSIBLE. $//:25.$1'0$7(5,$/6$5(72%(,1$&&25'$1&(:,7+ &855(17%8,/',1*5(*8/$7,216:+(7+(5'(7$,/('217+,6 '5$:,1*25127 6 Plantation Terrace Monaghan Co.Monaghan © copyright of mcguigan architects ltd +353 47 77823 info@mcguiganarchitects.com www.mcguiganarchitects.com Project Address Client Scale Format Status Drawn By Start Date Drawing Title Drawing Number All dimensions to be taken on site - no dimensions to be scaled from this drawing. This drawing to be read in conjunction with all other relevant drawings, specifications etc. Any discrepancies to be reported to the Architect for clarification. This drawing may not be copied or reproduced without written consent. MRIAI RIBA Chartered Architects PassivHaus Designers Energy Consultants FOUNDED 1839THEROYALTHEOF OFINNSTTT IU E ARC H ITTECSDALERIPROPOSED DWELLING MOY ETRA TD, CLONTIBRET, CO.MONAGHAN SHARON MCGLONE 1:500 A1 PLANNING ONLY PMcG/TA FEBRUARY 2026 SITE LAYOUT MGA-022-0105-PL101 ADDITIONAL INFO UPDATESA09.07.2026 M c G U I G A N ARCHITECTS P L A N N I N G O N L Y NOTES ALL DIMENSIONS TO BE TAKEN ON SITE - NO DIMENSIONS TO BE SCALED FROM THIS DRAWING. THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS, SPECIFICATIONS ETC. ANY DISCREPANCIES TO BE REPORTED TO THE ARCHITECT FOR CLARIFICATION. THIS DRAWING MAY NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN CONSENT. NO WORKS SHOULD BE CARRIED OUT WITHOUT PRIOR CONSENT FROM THE LOCAL PLANNING AUTHORITY.RECEIVED: 09/07/2026