IBM0498-NQ-010 IBM0498-NQ-011 IBM0498-NQ-012 IBM0498-NQ-013 IBM0498-NQ-014 IBM0498-NQ-014 Ch 0m Ch 55m Ch 136m Ch 268.8m Ch 401.6m Ch 534.4m Ch 573.7m Ch 667.1m Ch 728.7m Ch 0m +4.19m O.D.M. [+6.70m C.D.] NORTH WALL QUAY EXTENSION-CHANNEL SIDE WORKS -12.51m O.D.M. FENDER (COLOUR BLACK) WITH FACING PANELS (COLOUR: BLACK) EMERGENCY STEEL GALVANISED LADDER FIXED TO FRONT FACE OF PANEL EMERGENCY STEEL GALVANISED SAFETY CHAIN BETWEEN CONSECUTIVE LADDER POSITIONS STEEL COMBI-WALL DESIGNED FOR FUTURE DREDGE LEVEL OF -17.51m O.D.M [-15m C.D.] EMERGENCY STEEL GALVANISED LADDER EXISTING BED DREDGED TO REQUIRED LEVEL MOORING BOLLARD PROPOSED DREDGE BASIN SIDE SLOPE TO MEET EXISTING BED EXISTING STRUCTURE RETAINED Ch 55m EXISTING STRUCTURE RETAINED 55m EAST LINK BRIDGE PRECAST CONCRETE FACING PANEL EXISTING MASS CONCRETE BLOCK\WALL RETAINED EXISTING GRANITE BLOCKS RETAINED EXISTING STEPS RETAINED EXISTING LADDER RETAINED EXISTING MOORING RING RETAINED G O F RIVER CHANNEL DREDGED [-10.0m C.D.] INTERPERATIVE ZONE 1. REFER TO MOLA ARCHITECTS DRAWING 13011-2-2100 FOR DETAILS PRECAST CONCRETE FACING PANELS 476m HAT +1.99m O.D.M. [+4.50m C.D.] LAT -2.61m O.D.M. [-0.1m C.D.] 0.8m +3.49m O.D.M. [+6.00m C.D.] REFER TO NOTE 12 EAST LINK BR. B O ND ROAD ROAD E AST T O L K A Q U A Y R O A D N ORTH CAL ED ON CALEDON R OAD ROAD COURT MA RY' S DRIVE BOND No 2 NTH ROAD EXTEN SION Warehouse Fre ig ht Y ard Warehouse ALEXANDRA BASIN East Wall Yard Freight Terminal Theatre ALEXANDRA BASIN ALEXANDRA QUAY Q U A Y 2 R OAD ROAD ROAD BRANCH T O L K A 1 BRANCH NORTH ROAD BRANCH 1 SOUTH SOUTH 3 SOUTH BRANCH NORTH T O L K A NORTH R O A D ROAD Q U A Y ROAD BRANCH BREAKWATER Fisherman's Wharf Factory Church (Cath) S cho o l s B utle rs Court Campshire House T ech ni cal S ch oo l B us Depot P o r t V i e w P ark House B utle rs P lace C a m b r i d g e S q u a r e B ENSON R O G E R S O N ' S R OAD BRITAIN QUAY S I R S OU TH J O H N THORNCASTLE PL AC E E A S T S T R E E T C AM B R I D GE S TREET H A N O V E R Q U A Y D OCK C a m b r i d g e S q u a r e G R E E N Q U A Y RO P E WA L K R OA D S TRE ET Ringsend Bridge R I N G SEN DR B RI DGE N O R T H Q U A Y W A L L ST REE T RINGSEND PARK GRAND CANAL DOCK River Do dder Ringsend Bridge Tennis Grounds Y ach t Club P A R K H O U SE R O A D R I N G S EN D AV ENUE P I G E O N R O A D C A MB R I D G E CA MBR IDGE Ring sen d P ark North Wall Lighthouse P I G EO N R O A D H O U S E WB Tanks C o a l Y a r d FB WB Cra ne R ail WB Cra ne R ail Freight Terminal O il Jetty No 3 Oil Jetty No 2 Fre ig ht Te rmin al Car Park Ramp Freight Terminal Jetty Jetty Car Park Car Park D U B L I N P O R T P A S S E N G E R T E R M I N A L Jetty Jetty M U D Fisherman's Wharf Factory Church (Cath) B utle rs Court Campshire House B us Depot P o r t V i e w P ark House B utle rs P lace B ENSON R O G E R S O N ' S R OAD BRITAIN QUAY S I R J O H N THORNCASTLE PL AC E E A S T S T R E E T S TREET H A N O V E R Q U AY D OCK C a m b r i d g e S q u a r e G R E E N Q U A Y ROP EW AL K S TRE ET N O R T H Q U A Y W A L L B ENSON R O G E R S O N ' S R OAD BRITAIN QUAY S I R J O H N THORNCASTLE PL AC E E A S T S T R E E T S TREET H A N O V E R Q U AY D OCK C a m b r i d g e S q u a r e G R E E N Q U A Y ROP EW AL K S TRE ET N O R T H Q U A Y W A L L River Do dder L i f f e y R i v e r B ENSON B ENSON R O A D D E R O A D P R O M E N A D E EAST ROAD ROAD WALL EAST WALL R O A D A L E X A N D R A R OAD TERMINAL ROAD SOUTH A L E X A N D R A R O A D E X T E N S I O N A L E X A N D R A R O A D YORK A L E X A N D R AR O A D BREAKWATER ROAD SOUTH T O L K A Q U A Y R O A D T O L K A Q U A Y R O A D A L E X A N D R AR O A D S H E R I F F S T R E E T U P P E R EAST WA LL ROAD T O L K A Q U A Y R O A D R O AD PI G E O N H O U S E N O R T H W A L L 5. DUBLIN PORT COMPANY ORDNANCE SURVEY IRELAND LICENCE No. EN 0001614 © ORDNANCE SURVEY IRELAND/ GOVERNMENT OF IRELAND 6. ALL LEVELS RELATIVE TO ORDNANCE DATUM MALIN UNLESS NOTED OTHERWISE 7. [**.**m C.D.] REFER TO LEVELS AT CHART DATUM (DUBLIN PORT) 8. ORDNANCE DATUM MALIN [O.D.M.] CHART DATUM [C.D] (DUBLIN PORT) 2.51m 9. H.A.T. HIGHEST ASTRONOMICAL TIDE L.A.T. LOWEST ASTRONOMICAL TIDE 10. ELEVATION LOCATION AND DIRECTION (KEY PLAN ONLY) 4. DATUM: Drawing Number Drawing Status Sheet Size Client Rev Drawing Scale drawn amendments rev Project Title date Alexandra Basin Redevelopment Elevation on North Wall Quay Extension Channel Side Sheet 1 IBM0498-NQ-010 Ordnance Datum Malin (Unless Noted Otherwise) 1. Verifying Dimensions. The contractor shall verify dimensions against such other drawings or site conditions as pertain to this part of the work. 2. Existing Services. Any information concerning the location of existing services indicated on this drawing is intended for general guidance only. It shall be the responsibility of the contractor to determine and verify the exact horizontal and vertical alignment of all cables, pipes, etc. (both underground and overhead) before work commences. 3. Issue of Drawings. Hard copies, dwf and pdf will form a controlled issue of the drawing. All other formats (dwg, dxf etc.) are deemed to be an uncontrolled issue and any work carried out based on these files is at the recipients own risk. RPS will not accept any responsibility for any errors arising from the use of these files, either by human error by the recipient, listing of un-dimensioned measurements, compatibility issues with the recipient's software, and any errors arising when these files are used to aid the recipients drawing production, or setting out on site. NOTES Architect - +44 (0) 28 90 667914 +44 (0) 28 90 668286 W www.rpsgroup.com/ireland E [email protected] Elmwood House 74 Boucher Road Belfast BT12 6RZ Initial Review Project Leader Drawn By Date Planning Jan 2014 1:200 UNO A1 - S.A.H. M.H. S.A.H. [1:200] [1:1000] 11. REFER TO IBM0498-NQ-011, 012, 013 and 014 FOR ADDITIONAL DRAWINGS 12. QUAY WALL PILES TO BE INSTALLED TO DEPTHS OF -20m O.D.M. [-17.49m C.D.] TO -35m O.D.M. [-32.49m C.D.] TO BE VERIFIED AT DETAILED DESIGN STAGE 1m SCALE 1:200 at A1 NOTES