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HomeMy WebLinkAbout2560400 - F.I. Maps. No 2Oileán 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 49.0m49.0m 4 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 P5 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 P5 MM ER FLOOD LINE UPDATED BASED ON FLOOD RISK ASSESSMENT02/06/26 RECEIVED: 04/09/2026