NOTES
3.955m
19.275m
PROPOSED
COPE LINE
EXISTING
COPE LINE
NEW REINFORCED
CONCRETE DECK
SLAB
EXISTING COPE STONES
EXISTING SURFACING
RETAINED AND LEVEL
RE-PROFILED TO SUIT
ADJUSTED TO SUIT NEW
NEW QUAY LEVELS
SURFACING IF REQUIRED.
REINFORCED
CONCRETE INFILL
BEHIND COMBI WALL
PRECAST CONCRETE
FACING PANEL
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.
57.230m
EXISTING NORTH WALL QUAY
EXTENSION DEMOLISHED
REINFORCED
CONCRETE CAPPING
BEAM
EXISTING NORTH WALL
QUAY EXTENSION
DEMOLISHED
+4.19m O.D.M. [+6.70m C.D.]
FENDER (COLOUR
BLACK) WITH
FRICTION FACE PADS
(COLOUR: BLACK)
[-0.590m C.D.]
-3.10m O.D.M.
L.A.T. -2.61m O.D.M. [-0.10m C.D.]
EXISTING BED
DREDGED TO
REQUIRED DEPTH
TIE ROD DRILLED THROUGH
EXISTING BLOCKWORK
PRECAST CONCRETE
FACING PANEL
EXTENDS TO APPROX.
0.5m BELOW LAT
TIE ROD EXTENDS ACROSS
NORTH QUAY EXTENSION
(WHERE WIDTH PERMITS) OR
ANCHOR WALL ELSEWHERE
WITHIN NQE
EXISTING 350T
MASS CONCRETE
BLOCK RETAINED
ORIGINAL STRUCTURE FACED
WITH GEOTEXTILE TO
PROTECT EXISTING FINISH
-12.51m O.D.M.
RIVER CHANNEL DREDGED [-10.0m C.D.]
-17.51m O.D.M.
POSSIBLE FUTURE DREDGE DEPTH [-15.0m C.D.]
H.A.T. +1.99m O.D.M. [+4.10m C.D.]
STEEL COMBI-WALL
DESIGNED FOR FUTURE
DREDGE LEVEL OF
-17.51m O.D. M.
[-15.0m C.D.]
4.
DATUM:
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.]
L.A.T. -2.61m O.D.M. [-0.10m C.D.]
EXISTING QUAY WALL
DEMOLISHED
STEEL COMBI-WALL
DESIGNED FOR FUTURE
DREDGE LEVEL OF
-17.51m O.D.M.
[-15.0m C.D.]
-12.51m O.D.M.
BASIN DREDGED [-10.0m C.D.]
-17.51m O.D.M.
Ordnance Datum Malin (Unless Noted Otherwise)
2.51m
H.A.T. +1.99m O.D.M. [+4.10m C.D.]
POSSIBLE FUTURE DREDGE DEPTH [-15.0m C.D.]
CHART DATUM [C.D]
(DUBLIN PORT)
REFER TO
NOTE 12
9.
H.A.T. HIGHEST ASTRONOMICAL TIDE
L.A.T. LOWEST ASTRONOMICAL TIDE
10.
ELEVATION LOCATION AND
DIRECTION (KEY PLAN ONLY)
[1:200]
11.
REFER TO IBM0498-GA-015 or 16 FOR SECTION
LOCATION
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
rev
amendments
RELOCATED
LIGHTHOUSE. REFER TO
MOLA ARCHITECTS
DRAWING FOR DETAILS
GALVANISED OPEN
MESH FLOORING
PRECAST CONCRETE
FACING PANEL
EXISTING COPE STONES
RETAINED AND LEVEL
ADJUSTED TO SUIT NEW
SURFACING IF REQUIRED.
GRANITE QUAY WALL
KEY STONES REUSED
EXISTING SURFACING
RE-PROFILED TO SUIT
NEW QUAY LEVELS
[+7.80m C.D.]
+5.29m O.D.M.
[+6.70m C.D.]
+4.19m O.D.M.
[+6.70m C.D.]
+4.19m O.D.M.
[+7.70m C.D.]
+5.19m O.D.M.
PRECAST CONCRETE
FACING PANEL
LOWERED AROUND
ROUNDHEAD
EXISTING NORTH WALL
QUAY EXTENSION
DEMOLISHED
[+5.00m C.D.]
+2.49m O.D.M.
H.A.T. +1.99m O.D.M. [+4.10m C.D.]
H.A.T. +1.99m O.D.M. [+4.10m C.D.]
EXISTING RECESSED
MOORING RING
RETAINED
COMPACTED
FILL
L.A.T. -2.61m O.D.M. [-0.10m C.D.]
OPENING IN NEW
WALL TO ALLOW
ACCESS TO EXISTING
MOORING RING
EXISTING BED
DREDGED TO
REQUIRED DEPTH
REINFORCED CONCRETE
FOUNDATION BASE
EXISTING 350T
MASS CONCRETE
BLOCK RETAINED
RIVER CHANNEL DREDGED [-10.0m C.D.]
[-0.590m C.D.]
-3.10m O.D.M.
L.A.T. -2.61m O.D.M. [-0.10m C.D.]
NEW PILES
STEEL COMBI-WALL
DESIGNED FOR FUTURE
DREDGE LEVEL OF
-17.51m O.D. M.
[-15.0m C.D.]
drawn
Elmwood House
74 Boucher Road
Belfast
BT12 6RZ
PRECAST CONCRETE
FACING PANEL
EXTENDS TO APPROX.
0.5m BELOW LAT
ORIGINAL STRUCTURE FACED
WITH GEOTEXTILE TO
PROTECT EXISTING FINISH
-12.51m O.D.M.
NEW REINFORCED
CONCRETE SLAB
W
E
date
+44 (0) 28 90 667914
+44 (0) 28 90 668286
www.rpsgroup.com/ireland
ireland@rpsgroup.com
Client
RIVER CHANNEL DREDGED -12.51 m O.D.M. [-10.0m C.D.]
Project
-17.51m O.D.M.
POSSIBLE FUTURE DREDGE DEPTH [-15.0m C.D.]
Alexandra Basin Redevelopment
POSSIBLE FUTURE DREDGE DEPTH -17.51m O.D.M. [-15.0m C.
Title
Section through North Wall
Quay Extension
Architect
REFER TO
NOTE 12
REFER TO
NOTE 12
Drawing Status
Sheet Size
A1
Planning
1:200
Drawing Number
[1:200]
[1:200]
1m
Rev
IBM0498-NQ-020
SCALE 1:200 at A1
Drawing Scale
-
Project Leader
Drawn By
Date
Initial Review
S.A.H.
M.H.
Jan 2014
S.A.H.