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2660223 - F.I. Maps. No 2
40.00045.00050.00055.00060.000S C A L E 1:100S E C T I O N _ 2 - 21000 46.210200 200020002000AS PER SECTION 7°C20/25 concrete/compactedgranular foundation. Size to beconfirmed on appointment andreview of the soil propertiesTobermore SecuraGrand blocksDrainage column 300mm wideconsisiting of 10mm single-sizedrainage aggregateTobermore Secura GrandCoping blocksTemporary cut slope: Safe angle ofrepose to be determined by contractorFortrac 35/20 GeogridGranular backfill (Class 6I) benched intoinsitu, compacted in maximum 300mmlayers (in accordance with MCDHWspecification for Highways Works)150mm diameter perforated drainage pipeto suitable outfallRetaining wall to be founded on suitablestrata, any soft, loose or unsuitablematerial to be removedR E T A I N I N G W A L L D E T A I LS03DETAILScale 1:50NOTE THIS DRAWING IS ONLY FOR PRICING PURPOSES AND SHOULD BEDESIGNED BY THE APPROVED MANUFACTURER FOR IT'S SPECIFIC PURPOSE[TOBERMORE SECURA GRAND OR SIMILAR APPROVED]Note:·These design cross-sections are provided for illustration only and are intended to depict an idealised situation.·In all instances, local design solutions are preferred and should be checked to ensure suitability with groundconditions and surcharge loadings.·All designs assume a retained soil friction angle of 30° and a surcharge loading of 10kPa·All references are to the latest British and European Standards.·All designs should be checked by a qualified engineer.3 NR. 69 X 44 S.W. HORIZONTALRAILS BOLTED WITH 200 X 10MM DIAWITH NUT AND WASHER AT EACHCONNECTION OF RUNNER TOCONCRETE POST2 NR. LINES OF BULL WIRE TO TOPAND BOTTOM RUNNERS300 X 300 X 700MM CONCRETESURROUND TO POSTP.C. CONC. POSTS 125 X 125 X2400MM LONG - POSTS AT 1000MMCENTRES150 X 25 X 1750MM VERTICALTIMBER BOARDS AT 170MM C/SNAILED TO RAILS WITH 6 NR. 51MMLONG 3.35MM Ø ALUMINIUM NAILS75 X 100 X 1800MM TIMBER BATTONBOLTED TO WALL AND TIMBERRAILS NAILED TO BATTON WITH100MM LONG 3.35MM Ø GALV. WIRENAILS75 X 25 X 1750MM VERTICAL TIMBERBOARDS AT 95MM C/S NAILED TORAILS WITH 6 NR. 51MM LONG3.35MM Ø ALUMINIUM NAILSF E N C E D E T A I LS01DETAILScale 1:25S02DETAILScale 1:25SECTION VIEW215MM MASONRY BLOCK BUILT ON FLAT WITHSMOOTH RENDERED FINISH TO MATCHDWELLINGS.PRECAST CONCRETE CAPPING. PROVIDEASSOCIATED DRIP GROVES ETC.FOUNDATION TO BE DESIGNED BY STRUCTURALENGINEER.GRASSED AREAFOOTPATHW A L L D E T A I L52 Glaslough StreetMonaghanCo.Monaghan© copyright of mcguigan architectsM c G U I G A NARCHITECTS+353 47 77823info@mcguiganarchitects.comwww.mcguiganarchitects.comProjectAddressClientScaleFormatStatusDrawn ByStart DateDrawing TitleDrawing NumberPROPOSED DEVELOPMENTSHERCOCK ROAD,CARRICKMACROSS,CO.MONAGHANCLARLAN LIMITED1:100A1PLANNING ONLYPMcG / MMAUGUST 2026PROPOSED RETAINING WALLSECTIONMGA-023-0171-PL112All dimensions to be taken on site - no dimensions to be scaledfrom this drawing. This drawing to be read in conjunction with allother relevant drawings, specifications etc.Any discrepancies to be reported to the Architect for clarification.This drawing may not be copied or reproduced without writtenconsent.PLEASE NOTE THAT THIS IS A PLANNING DRAWING ONLY ANDIS THEREFORE LIMITED IN ITS CAPACITY TO CONVEY THETOTAL INFORMATION, DETAILS & SPECIFICATIONSNECESSARY TO COMPLETE THE WORKS. ANY WORK CARRIEDOUT THAT IS NOT SPECIFIED OR DETAILED HERE WILL BE THERESPONSIBILITY OF THE PERSONS CARRYING THEM OUT. IFANY SITUATION ARISES WHICH WOULD CAUSE ACONTRAVENTION OF THE BUILDING REGULATIONS, THEN THEARCHITECT SHOULD BE CONSULTED, OTHERWISE THEARCHITECT CANNOT BE HELD RESPONSIBLE.ALL WORK AND MATERIALS ARE TO BE IN ACCORDANCEWITH CURRENT BUILDING REGULATIONS WHETHER DETAILEDON THIS DRAWING 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 ALLOTHER RELEVANT DRAWINGS, SPECIFICATIONS ETC.ANY DISCREPANCIES TO BE REPORTED TO THE ARCHITECTFOR CLARIFICATION. THIS DRAWING MAY NOT BE COPIED ORREPRODUCED WITHOUT WRITTEN CONSENT.NO WORKS SHOULD BE CARRIED OUT WITHOUT PRIORCONSENT FROM THE LOCAL PLANNING AUTHORITY.P L A N N I N G O N L YRECEIVED: 02/09/2026