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HomeMy WebLinkAbout2660340 - Site layout plan850500N 850500N 850550N 850550N 850600N 850600N66 3 5 0 0 E 66 3 5 5 0 E 66 3 6 0 0 E 66 3 6 5 0 E 66 3 7 0 0 E 90.88 83 . 1 2 84 . 9 0 87. 9 8 89.56 91.00 89 . 5 6 90 . 9 1 92 . 4 3 93 . 3 7 92 . 9 3 92 . 9 6 92 . 8 8 93 . 9 7 93 . 5 4 92 . 8 9 92 . 2 6 92 . 0 2 91 . 7 3 91 . 4 1 91 . 2 3 91 . 3 7 91. 0 9 92 . 1 6 90 . 7 5 90 . 2 2 89 . 1 0 88 . 0 6 86 . 7 7 85 . 7 8 84 . 1 3 83 . 3 3 80 . 7 3 78 . 8 8 78 . 0 0 76. 9 6 75. 7 1 75.7 8 75.7 1 75. 7 1 77. 1 2 78 . 0 0 80 . 7 3 82 . 0 7 84 . 5 8 86 . 1 0 88 . 4 6 89 . 8 0 90 . 7 2 90.94 90.95 90.63 89.92 88.83 87.78 86.16 85.31 86.89 88.38 89.57 89.92 90.25 90.67 90.65 90.75 90.81 90.93 90.77 90.89 90.78 90.91 89.85 88.92 87.9489.20 90.00 90.67 91.14 91.05 90.96 90.87 90.76 90.70 90.56 90.92 90.81 90.91 91.04 91.18 91.12 91.07 91.06 90.69 90.79 90.11 90.72 91.52 91.72 91.72 91.26 91.16 90.87 90.81 90.82 92.62 93.09 92.51 91.22 92.16 90.97 92.57 92.95 92.77 92.80 92.75 92.81 92.75 92.76 93.09 93.15 92.71 92.01 91.32 93.46 93.03 93.66 93.63 93.18 92.79 92.81 92.30 91.69 91.57 91.51 90.8090.60 90.60 89.14 88.96 88.80 88.85 88.79 88.75 88.82 88.77 88.70 88.6688.62 88.55 89.43 89.54 89.9 2 89.5 8 89.90 89.94 89.65 89.5989.58 88.53 87.85 87.28 86.43 85.00 83.16 82.55 84.19 85.37 86.33 86.95 87.55 87.82 89.85 89.29 88.25 84.53 86. 0 85. 5 85 . 0 93 . 5 93 . 0 92 . 5 92. 5 92 . 0 92.0 90.5 90 . 5 90.0 90. 0 91.5 91.5 91.0 91 . 0 91.0 89.0 89 . 0 88.5 88 . 5 89.0 89.5 89.5 88.0 84 . 0 83 . 5 82. 5 82. 0 85 . 0 84 . 5 86.0 85 . 5 86.5 87.5 87.0 61.67 61.68 61.52 61.47 45.18 54.52 59.55 60.92 60.75 60.47 60.23 59.99 60.92 61.44 62.31 63.12 64.20 65.06 66.46 67.70 68.79 70.56 72.14 73.19 74.15 75.21 75.83 76.64 60.23 59.98 59.72 59.48 59.25 59.05 58.88 58.83 ENTRANCE GATE PROPOSED SOAK PIT FOR STORM WATER EXISTING MATURE TREES TO REMAIN UNALTERED EXISTING BOUNDARY TO BE RETAINED WITH ADDITIONAL PLANTING OF NATIVE SPECIES INCORPORATED IN SAME PROPOSED WASTE WATER TREATMENT SYSTEM INSTALLED AND COMMISSIONED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS. PROPOSED EXTERNAL PATIO AREA TO BE PAVED AS SELECTED BY CLIENT. PROPOSED PERCOLATION AREA IN ACCORDANCE WITH SITE CHARACTERISATION REPORT. GULLEY TO BE PROVIDED AT PROPOSED ENTRANCE +90.500 +86.500 +82.500 +78.500 +87.500 +89.500 +90.500 G G 70m 70m S I T E L A Y O U T SCALE 1 : 5 0 0 ROA D E D G E ROA D E D G E EXISTING BOUNDARY HEDGE TO BE TO BE REDUCED IN HEIGHT TO ALLOW FOR VISIBILITY SPLAYS AS PER WAYLEAVE AGREEMENT 1 - 1 1 - 1 APPROX. LOCATION OF SITE NOTICE EXISTING VEGETATION INDICATED IN ORANGE TO BE REMOVED TO ALLOW FOR NEW GARAGE 24158 23390 TERRACE 11250 9792 15384 22407 18782 28061 PROPOSED SOAK PIT FOR STORM WATER F.F.L. 90.500 APPROX. LOCATION OF SITE NOTICE 84M PROPOSED PRIVATE BORED WELL 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 4 PERCOLATION TRENCHES SHALL BE 12M. TOTAL LENGTH 48M. 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 DEPTH OF EACH PERCOLATION TRENCH SHALL BE 700MM BELOW THE GROUND SURFACE. 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. 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. 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.Existing Buildings to be demolished Proposed Hedge of native species Patio / Cobbled Area 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 Coloured Gravel Proposed Boundary Planting of native species Site Boundary Other lands within applicants ownership Proposed Soak pit Existing tree to be retained Proposed Native Hedgerow MULLANAFINNOG, EMYVALE CO.MONAGHAN Site boundary outlined in red OSi Map Ref: Site Plan 1:500 Site Area - 4700sq.m / 0.4700ha/ 1.16acres N Existing tree to be removed Proposed Private Bored Well 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 50 0 30 0 0 - 3 5 0 0 ALL 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. 15 0 60 0 TREES 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 15 0 0 - 1 7 5 0 50 0 15 0 A 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 DETAIL Elevation 3500 750 16 7 5 16 6 5 75 0 HEAVY DUTY BASE & SIDE FITTINGS BEDDED IN CONCRETE ALLOW FOR 750MM OF RISING BLOCK WORK TO PIERS ALLOW FOR FOUNDATIONS AS SHOWN WITH 35N CONCRETE AND A393 MESH TO ENGINEERS APPROVAL AFTER FURTHER INVESTIGATION ON SITE 1425 750 CONCRETE CAPPING 10MM SHADOW GAP FORMED IN RENDER RENDERED FINISH - SMOOTH LEFT READY TO BE PAINTED HEAVY DUTY REINFORCEMENT AND CONNECTION DETAIL TO PIERS TO GATE SUPPLIERS REQUIREMENTS 40 0 Scale 1:25 BASE OF METER CABINET 1M ABOVE GROUND LEVEL IN ACCORDANCE WITH ESB REQUIREMENTS 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 Issue Date Drawing Title Drawing Number This drawing may not be copied or reproduced without written consent. PROPOSED DWELLING MULLANAFINNOG, EMYVALE, CO.MONAGHAN CHARLES & CLARE GRAHAM 1:500 A1 PLANNING TA MAY 2026 SITE LAYOUT MGA-024-0134-PL101 --- McGUIGAN ARCHITECTS P L A N N I N G O N L Y ALL DIMENSIONS TO BE CHECKED ON SITE. DO NOT SCALE FROM THIS DRAWING. READ IN CONJUNCTION WITH ALL RELEVANT DRAWINGS, SCHEDULES, SPECIFICATIONS, AND DOCUMENTS. REPORT ANY DISCREPANCIES/OMISSIONS TO THE ARCHITECT/DESIGN TEAM PRIOR TO COMMENCING. CONTRACTOR RESPONSIBLE FOR SETTING OUT AND FOR VERIFYING ALL EXISTING DIMENSIONS/LEVELS. NO WORKS TO COMMENCE WITHOUT ALL NECESSARY STATUTORY CONSENTS/PERMISSIONS (INCLUDING PLANNING, WHERE APPLICABLE). ALL WORKS TO COMPLY WITH THE CURRENT BUILDING REGULATIONS (ROI) AND ALL APPLICABLE STANDARDS/CODES OF PRACTICE. COMPLY FULLY WITH ALL HEALTH & SAFETY REQUIREMENTS, INCLUDING THE SAFETY, HEALTH & WELFARE AT WORK ACT AND THE CONSTRUCTION REGULATIONS (AS AMENDED). THIS DRAWING REMAINS THE PROPERTY OF THE MCGUIGAN ARCHITECTS AND SHALL NOT BE COPIED, REPRODUCED, OR ISSUED WITHOUT WRITTEN CONSENT. REC E I V E D : 1 4 / 0 8 / 2 0 2 6