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HomeMy WebLinkAbout2660337 - Site layout plan89.00=IL 93 90 90 90 90 90 90 9191 91 91 91 91 91 91 92 92 91 91 91 92 92 92 91 91 92 92 93 93 92 91 92 92 92 92 92 92 92 92 93 93 919191 91 90 90 90 90 91 91 91 91 91 93 92 93 93 92 92 92 92 92 94 95 91 92 92 FE N C E FE N C E PA T H TE FENC E FE N C E FE N C E FEN C E FENC E FEN C E FEN C E LI N E O F F E N C E P O S T S DITC H KE R B FENCE FENCE FENC E FEN C E 900 Ø S T O R M C U L V E R T Cable ST R E A M ST R E A M ST R E A M LA N E LA N E LA N E KERB KERB DROP K E R B KERB KERB KERB DROP K E R B KERB FENCE KERB FENCE FENCE KERB TE KERB KERB WALL WALL WALL WALL KERB KERB DROP KERB KERB KERB KERB DROP KERB KERB KERB KE R B KE R B KERB KERB DROP K E R B KERB KERB KERB KERB FENCE FE N C E KERB KER B KE R B DR O P K E R B KE R B KE R B KE R B KE R B KE R B KE R B KE R B KER B KER B TE TE WALL WALL WA L L FOOTPATH FO O T P A T H FOO T P A T H FO O T P A T H FO O T P A T H DITC H FENCE FENCE DWELLING DWELLING DWELLING DWELLING DWELLING ASS U M E D L I N E O F C U L V E R T ASS U M E D L I N E O F C U L V E R T GAS FH FH TP Mkr Mkr Mkr Mkr 92.10 90.98 MH CL 93.52 MH CL 92.65 MH CL 93.31 MH CL 93.00 MH CL 92.58 MH CL 92.93MH CL 92.98 MH CL 93.48MH CL 93.32 MH CL 93.55 MH CL 93.41 MH CL 92.65 MH CL 94.68 MH CL 95.69 MH CL 94.85 MH CL 92.98 MH CL 92.97 MH CL 93.75 MH CL 93.71 MH CL 93.45 MH CL 93.12 MH CL 92.92 MH CL 93.41 MH CL 93.16 MH CL 92.89 MH IL 90.90MH CL 92.35 CL 92.32 MH IL 88.85 CL 91.45 WM WM WM WM WM WM LP LP LP LP LP EP EP EP EP 94.68 95.19 CBOX CBOX CBOX CBOX CBOX IC CL93.27 IC CL93.20IC CL94.67 IC CL93.61 IC CL93.08 93.19 92.95 92.80 92.73 92.70 92.70 92.72 92.76 92.86 93.13 93.47 93.84 94.24 94.45 94.69 94.98 95.28 95.63 96.05 93.20 92.95 92.80 92.73 92.70 92.70 92.73 92.78 92.87 93.12 93.51 93.91 94.28 94.58 94.88 95.18 95.45 95.8196.16 93.67=FL 93.88=FL 93.48=FL 93.53=FL 93.37=FL MH CL 92.85 96.17=EL 99.24=EL 99.51=EL 99.12=EL 98.97=EL 99.22=EL 96.13=EL 95.77=EL 97.51=RL 102.94=RL 103.72=RL 102.95=RL 103.65=RL 102.51=RL 98.99=RL 96.03=TOW 97.98=TOW 90.0 3 = T O W SVSV SV SV 92.45 93.02 93.52 90.51 90.58 90.56 90.55 90.74 90.85 91.26 91.22 91.60 91.73 94.74 92.92 93.15 89.82 89.75 89.78 89.95 90.62 90.51 90.4090.50 90.56 90.50 91.14 90.90 90.81 90.64 90.68 89.87 G G G G G G G G G G G G G G G G Post Post Post Post Post Post Post Post Post 92.22 = I L 92.20=IL 92.25=IL 91.77=IL 91.98=IL 92. 4 3 = I L 92.31=IL 89.0 1 = I L 88.82=IL 88.97=IL STN2 Z 92.845 STN1 Z 92.528 STN10 Z 93.978 STN10 Z 93.978 STN11 Z 93.117 STN3 Z 90.809 RS RS O/H O/H O/H 95.38 95.35 94 . 9 2 94 . 7 0 94 . 3 1 94 . 2 2 95.88 95.98 92.8 6 93.06 92.90 92.82 92.7 0 92.8 6 92.9 4 93.16 92.81 91.4 4 91.4 4 95.85 96.41 93.97 93.84 93.52 93.46 93.18 93.10 92.87 92.92 92.83 92.54 92.59 92.74 92.67 92.48 92.57 92.79 93.06 93.29 93.39 92.65 92.60 92.64 92.72 90.65 90.68 90.98 91.39 91.84 92.25 92.61 96.09 95.24 95.09 95.60 95.42 94.76 94.60 95.03 95.01 94.74 94.30 94.26 94.34 93.36 93.43 94.52 94.69 93.70 93.70 93.96 93.77 93.68 93.60 93.56 93.58 93.57 93.45 93.31 93.38 93.25 93.22 93.1693.17 93.1693.19 93.06 93.00 92.99 92.86 92.80 92.83 92.78 92.59 92.53 92.56 92.51 92.67 90.63 90.50 90.64 91.16 90.94 90.75 92.59 93.26 93.96 93.83 93.15 93.38 93.37 93.36 93.34 92.72 92.27 91.80 91.82 91.86 91.65 91.26 91.21 91.25 91.33 91.59 91.8592.53 92.92 92.50 92.08 91.87 91.64 91.25 91.31 91.19 90.99 90.51 91.09 91.27 91.35 91.40 91.22 91.16 90.64 91.06 91.22 91.15 90.69 90.38 90.24 90.16 90.15 90.03 93.91 93.50 93.91 94.94 94.67 95.30 95.07 93.34 93.62 94.42 93.59 93.92 93.56 93.52 93.03 92.88 92.85 92.79 92.59 92.56 92.38 93.00 92.67 93.68 93.83 94.15 94.47 92.61 92.42 92.70 93.19 90.72 90.72 90.99 91.29 91.10 91.03 91.01 91.97 91.97 92.0492.24 92.49 92.51 91.94 91.65 91.09 91.28 91.69 91.74 92.01 92.19 91.17 90.82 90.95 91.26 91.20 91.04 90.88 90.71 90.63 90.45 90.56 90.33 90.69 91.01 91.07 91.34 91.06 90.85 91.27 91.61 91.94 91.89 92.04 91.41 91.34 91.04 91.84 91.91 92.03 92.25 92.38 92.14 92.13 92.22 92.10 92.30 92.46 93.41 91.15 91.97 91.45 91.64 92.01 93.02 93.07 91.61 91.51 91.28 91.11 91.37 91.43 91.65 91.45 91.42 91.92 91.53 91.68 92.06 91.82 92.22 92.33 92.59 92.25 92.86 92.08 91.69 91.29 90.80 91.21 91.24 90.95 91.38 91.00 90.99 90.80 91.26 91.73 92.56 90.58 90.76 90.88 90.93 91.47 91.38 90.92 91.53 90.56 90.46 90.17 90.23 90.55 90.53 90.60 90.37 90.40 90.53 90.58 91.05 90.41 90.11 90.06 90.09 90.22 90.21 90.16 90.13 89.97 90.14 90.29 90.30 90.47 90.26 90.2889.80 90.2889.77 90.3789.84 90.20 90.18 90.19 89.99 90.10 90.07 89.86 90.00 89.96 89.82 89.89 90.20 LP LP G G LP LP LP TE ESB GARAGE GARAGE GARAGE GARAGE GARAGE OV E R H A N G FENCE FENCE FEN C E FE N C E FEN C E FEN C E FENCE FENCE FENCE FENCE 818800N 818810N 818800N 818810N FE N C E 900 Ø S T O R M C U L V E R T ST R E A M ST R E A M ST R E A M DROP KERB KERB KERB WALL FOOTPATH 89.88=Water Level 89.56=Water Level XS01 XS02 XS03 MH CL 95.69 95.63 96.05 95.8196.16 90.0 3 = T o p o f 9 7 5 Ø C o n c . P i p e 89.82 89.75 89.95 89.87 Post Post 88.7588.67 88.94 88.68 89.00 89.02=Pipe88.84 89.4189.32 88.97=IL STN22 Z 91.036 Datum= 88.00m Culvert Outlet 89.08 89.23 89.04 89.20 89.44 89.39 89.42 89.56 90.35 90.49 91.56 89.59 89.74 91.4 4 91.4 5 95.85 96.41 96.09 95.24 North 92.45 92.35 92.53 92.80 92.10 91.70 91.30 EXISTING TREES TO BE RETAINED ZZ A004 YY A004 XX A004 125mm HIGH CONCRETE UPSTAND KERB DROPPED KERB AT DWELLING ENTRANCES 1000mm HIGH STEPPED RETAINING WALL WITH FENCE (TO REMAIN UNALTERED) EXISTING PUMPING STATION 01 02 03 04 05 FOCAL OPEN SPACE > 10m WIDE OPEN SPACE > 10m WIDE GARDEN 153m2 GARDEN 130m2 GARDEN 142m2 GARDEN 147m2 GARDEN 155m2 GARDEN 152m2 GARDEN 135m2 GARDEN 169m2 GARDEN 153m2 GARDEN 164m2 GARDEN 160m2 GARDEN 139m2 GARDEN 171m2 GARDEN 208m2 GARDEN 208m2 GARDEN 181m2GARDEN 381m2 GARDEN 100m2 GARDEN 96m2 GARDEN 120m2 GARDEN 166m2 GARDEN 120m2 GARDEN 107m2 GARDEN 105m2 GARDEN 80m2 GARDEN 105m2 11 12 13 15 19 30 20 GARDEN 125m2 29 28 27 26 25 24 23 22 GARDEN 173m2 GARDEN 266m2 21 38 39 40 37 36 35 GARDEN 180m2 44 GARDEN 160m2 32 31 FOCAL 14 GARDEN 96m2 GARDEN 174m2 41 42 43 GARDEN 306m2 FOCAL OPEN SPACE > 10m WIDE FFL 92.40 FFL 91.90 FFL 91.90 FFL 91.50 FFL 91.50 FFL 91.40 FFL 91.40 FFL 91.20 FFL 91.10 FFL 91.10 FFL 91.20 FFL 91.60 FFL 92.60 FFL 92.30 FFL 92.00 FFL 91.70 FFL 91.50 FFL 93.00 FFL 93.48 FFL 93.67 FFL 93.82 FFL 93.37 FFL 92.75 FFL 92.75 FFL 92.60 FFL 92.60 FFL 92.10 FFL 92.10 FFL 92.30 FFL 92.00 D D D D D D D A A A A A D D FFL 91.20 E FFL 91.20 C C C E FFL 91.60 FFL 91.60 F F1 F FOCAL B C B F C C C C EXISTING DWELLING EXISTING DWELLING EXISTING DWELLING EXISTING DWELLING EXISTING DWELLING EX. DENSE VEGETATION EX. DENSE VEGETATION EX. DENSE VEGETATION 16 17 18 FFL 92.40 E FFL 92.40 FFL 92.40 F1 F TO CASTLEBLAYNEY TO DU N D A L K EXISTING SITE ENTRANCE SITE BOUNDARY OUTLINED IN RED SITE BOUNDARY OUTLINED IN RED EXISTING STREAM SITE BOUNDARY OUTLINED IN RED DUNDA L K R O A D ( N 5 3 ) EX. PIERS KERB RAMP & TACTILE PAVING AT PEDESTRIAN CROSSING POINT RAISED PEDESTRIAN CROSSING COMPACTED GRAVEL PATH WITH BENCH SEATING PEDESTRIAN CROSSING COMPACTED GRAVEL LINK PATH 1200mm HIGH METAL PARK RAILING ALONG STREAM/ EDGE OF OPEN SPACE EXISTING TREES TO BE RETAINED EXISTING DWELLING IN PRIVATE OWNERSHIP NEW PROPOSED PUMPING STATION 1200mm HIGH METAL PARK RAILING ALONG STREAM/ EDGE OF OPEN SPACE RAMP/ SPEED HUMP FLUSH CONCRETE KERB ALONG DRIVEWAY 1200mm HIGH METAL ESTATE RAILING WITH HEDGING TO DWELLING PERIMETER 'X' APPROXIMATE POSITION OF SITE NOTICE MARKED WITH 'X' EXISTING STOP SIGN & LIGN MARKING EXISTING ENTRY PIERS & METAL RAILING TO BE RETAINED EX. PUB L I C F O O T P A T H EX. PUB L I C F O O T P A T H EX. PUBLIC F O O T P A T H STORM ATTENUATION SYSTEM & OUTFLOW TO STREAM. REF; CIVIL ENGINEERS DESIGN . 25. 6 m 13.0 m 11.4 m 7.7 m 8.1 m 21. 8 m 26. 2 m 25. 8 m 4.7 m 12.5 m 16. 6 m 13.2 m 12.4 m 9.0 m 18 . 6 m 9.3 m 11.8 m 17. 9 m 11 . 0 m FFL 91.20 D SECTION OF EXISTING ACCESS DRIVEWAY TO BE RETAINED 6m WIDE ACCESS ROAD WITH 2m WIDE FOOTPATH. 6m WIDE ACCESS ROAD WITH 2m WIDE FOOTPATH. 32. 2 m 33.4 m 34. 8 m 20. 8 m FOCAL 28 . 7 m 59 . 0 m EXISTING 1.5m FOOTPATH WITH GRASS VERGE 1.5 m FOOTPATH WITH GRASS/ LANDSCAPEDTO MATCH EXISTING FOCAL 14 . 6 m 7.8 mPROVIDE NEW STOP SIGN AT SITE ACCESS/ EXIT POINT AND AT ALL INTENAL JUNCTIONS RAISED PEDESTRIAN CROSSING RAMP/ SPEED HUMP RAISED PEDESTRIAN CROSSING RAMP/ SPEED HUMP PATH OPEN SPACE > 10m WIDE OPEN SPACE > 10m WIDE RAISED TABLE AT JUNCTION TO PROVIDE SHARED SPACE FOR PEDESTRIAN CROSSING & ACT AS A SPEED CONTROL MEASURE. STOP SIGN 91.90 91.60 91.60 91.50 92.10 92.30 93.02 92.50 RAMP/ SPEED HUMP RAMP/ SPEED HUMP 92.20 92.00 91.90 91.65 91.50 91.50 STOP ST O P STOP 33 34 90.85 PATH BENCH UNDEVELOPED AREA T1 T1 T1 T1 T1 T1 T1 T1 T1 T3 T3 T3 T3 T3 T3 T3T1 T3 T1 T1 T3 T3 T3 T3 T3 T1 T1 T1 T1 T1 T1 T1 T1 T2 T2 T2 T2 T2 T2 T2 T2 T2 T3 T1 T1 T3 T3 T3 T3 T1 T1 T3 T1 T1 T1 T1 T1 T1T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T3 T3 T3 T3 T3 T1 T1 T1 T1 T1 T1 T1T1 T1 T1T1T1 T1 T1 T1 T1 T1 T1 T3 T3 T3 T3 T3 EXISTING LEVELS TO REMAIN UNAFFECTED. EXISTING TREES/ PLANTING TO BE RETAINED & AUGMENTED T3 T3 T3 T3 RELOCATED TURNING HEAD PROPOSED PATH EXTENDED PROPOSED OPENSPACE EXTENDED 90.95 91.20 T1 APPROXIMATE POSITION OF SITE NOTICE MARKED WITH 'X''X' 'X' APPROXIMATE POSITION OF SITE NOTICE MARKED WITH 'X' 38.2 m 90 90.80 90.76 90.06 C 2.8 m A B B C PLA N V I E W : 1:75 2871 287 1 COUP L I N G S 100 m m Ø D I F O R R I S I N G M A I N & 80mm D I F O R R I S I N G D R A I N CAST I N I N P U M P C H A M B E R 138m m C / W F O R 100m m u P V C ELEC T R I C A L D U C T S 250m m D I R E T U R N FROM S T O R A G E T A N K TO P U M P C H A M B E R 250 m m D I O V E R F L O W P I P E FROM I N L E T M A N H O L E T O STOR A G E T A N K 271m m C / W F O R 225 m m u P V C INL E T 250m m D I P I P E FRO M I N L E T MANH O L E T O P U M P CHA M B E R 675 675 600 1420 820 DRO P M A N H O L E AS P E R I R I S H W A T E R STD - W W - 1 2 W I T H 225m m Ø I N L E T u P V C PIPE D D 80m m Ø D I R I S I N G MAIN S& 80m m Ø D I DRA I N S 550 1.5Ø I N L E T M A N H O L E 675 4000 500 4000 1372 0 800 2220 1320 0 4210 441 0 4840 675 8360 NET S T O R A G E BELO W T W L = 85 . 0 4 4 m 3 A B B C PLA N V I E W : 1:75 2871 287 1 COUP L I N G S 100 m m Ø D I F O R R I S I N G M A I N & 80mm D I F O R R I S I N G D R A I N CAST I N I N P U M P C H A M B E R 138m m C / W F O R 100m m u P V C ELEC T R I C A L D U C T S 250m m D I R E T U R N FROM S T O R A G E T A N K TO P U M P C H A M B E R 250 m m D I O V E R F L O W P I P E FROM I N L E T M A N H O L E T O STOR A G E T A N K 271m m C / W F O R 225 m m u P V C INL E T 250m m D I P I P E FRO M I N L E T MANH O L E T O P U M P CHA M B E R 675 675 600 1420 820 DRO P M A N H O L E AS P E R I R I S H W A T E R STD - W W - 1 2 W I T H 225m m Ø I N L E T u P V C PIPE D D 80m m Ø D I R I S I N G MAIN S& 80m m Ø D I DRA I N S 550 1.5Ø I N L E T M A N H O L E 675 4000 500 4000 1372 0 800 2220 1320 0 4210 441 0 4840 675 8360 NET S T O R A G E BELO W T W L = 85 . 0 4 4 m 3 STORM CULVERT TO REMAIN IN CURRENT POSITION AS PER CIVIL ENGINEER. 38.2 m ONOMY, ANNAHALE, CASTLEBLAYNEY, CO.MONAGHAN OSI Map Ref: 50398679_1 Site Plan 1:1000 CENTRE COORDINATES: ITM 683301,818857 SITE AREA : 3.65 HECTARES N 6 Plantation Terrace Monaghan Co.Monaghan © copyright of mcguigan architects ltd M c G U I G A N ARCHITECTS +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. NOTES RIAI RIBA Chartered Architects PassivHaus Designers Energy Consultants FOUNDED 1839THEROYAL THEOF OF IN N STTT IU E ARCHIT T EC S D ALERI 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. CHURCH HEATH DEVELOPMENT ONOMY, ANNAHALE CASTLEBLAYNEY CO.MONAGHAN JC DEVELOPMENTS (NI) 1:500 A1 RETENTION OD/PMG JUNE 2026 SITE LAYOUT MGA-023-0103-PL101 P L A N N I N G O N L Y --- 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. ALL WORK AND MATERIALS ARE TO BE IN ACCORDANCE WITH CURRENT BUILDING REGULATIONS WHETHER DETAILED ON THIS DRAWING OR NOT. 1 : 500 SITE LAYOUT REC E I V E D : 1 1 / 0 8 / 2 0 2 6