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42000
12345 5000
Existing Bed Level
Formation Level
799
750
Typical Section Through Slipway
SCALE : 1:100
-2.500m
-1.000m-1.000m
+0.500m
+3.500m
5M Long x 8M Wide Apron - 600mm
Deep Comprised Of 4" Clean Stone
On 2 No. Layers Of Geogrid
1
10
Slipway
Gradient
Existing Carpark Surface Removed,
Formation Made Good, Deck Slab
Extended Into Car Park by 5000mm,
Carpark Surfacing Made Good
Dish Locally at interface with new slipway
Walls Stopped Where Drop Is 1M To Seabed,
Reduce Rock Armour To A Single Lift
19655
Proposed
Parapet
Proposed
Slipway
1250
+4.750m
1250
Existing
Bed Level
Formation
Level
300
600
+1.800m ODM MHWS
+0.800m ODM MHWN
-0.800m ODM MLWN
-1.800m ODM MLWS
+1.800m ODM MHWS
+0.800m ODM MHWN
-0.800m ODM MLWN
-1.800m ODM MLWS
A
A
5000
Face Of Existing Seawall
12
50
80
0
200200
50
0
Elevation 1
SCALE : 1:20
Section B-B
SCALE : 1:20
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
22
52
25
50
50
50
50
Parapet
Wall
Parapet
Wall
Level Varies
Parapet
Level Varies
Slipway
BB
200200 200 200200 200 200200 200 200200 200 200200 200 200200 200 200200 200 200200
25
12 12
Aerial Photograph
SCALE : NTS
3000
15
00
12
50
5000
30
0
500mm Thick
R.C. Retaining Wall
Competent Boulder
Clay Formation
2" Clean Stone Backfill
50
0
1 - 1.5T Clean
Rock Armour
Section A-A
SCALE : 1:50
25mm x 25mm
Chamfers To All Corners
Bed Level
Existing
5500 500
Tamped Finish To Slipway
(Level Varies From +3.500
To -1.500m)
Height Varies From
0mm To 2200mm Approx.
(Shown as 2200mm)
Note :
Tied Contraction Joints To Be Provided
Through The Entire Structure @ 8m C/C,
Dowels To Be Stainless Steel
300mm Thick
R.C. Slab
Level Varies
Slipway
Level Varies
Parapet
500 500
1
Bed Level
Existing
6000
29
00
+1.800m ODM MHWS
+0.800m ODM MHWN
-0.800m ODM MLWN
-1.800m ODM MLWS
+1.800m ODM MHWS
+0.800m ODM MHWN
-0.800m ODM MLWN
-1.800m ODM MLWS
1.5
1
3000
1.5
1
1 - 1.5T Clean Rock Armour
Site Layout Plan
SCALE : 1:500
5M Long x 8M Wide Apron - 600mm
Deep Comprised Of 4" Clean Stone
On 2 No. Layers Of Geogrid
1
9
6
5
5
6
0
0
0
1
2
3
4
5
5
0
0
0
8
0
0
0
37m Long x 6m Wide Slipway
300mm Thick
R.C. Slab
19.655m Long x 1.25m High
x 0.5m Wide Parapet Wall
5
0
0
0
Existing Carpark Surface Removed,
Formation Made Good, Deck Slab
Extended Into Car Park by 5000mm,
Carpark Surfacing Made Good
Dish Locally at interface with new slipway
WESTPORT RIVER
WESTPORT RIVER
EXISTING
CARPARK
EXISTING
SPORTS
GROUND
LWM
LWM
HWM
HWM
A
A
3
7
0
0
0
5
0
0
0
Drg. No.
Approved
Scales (A1)
Ch'd(D.O.)Ch'd(Eng.)
Drawn
Project
Title
DescriptionDateRev.
Rev.
appby ch'd
Park HouseMahon Technology ParkBessboro RoadBlackrockCork.
Tel : +353 (0)21 4536400fax. : +353 (0)21 4536450E-mail : [email protected]
Cork Tralee London Limerick
Notes
1. All drawings are to be read in conjunction with all relevant Specifications, Bills
of Quantities, Architectural, Services and Engineering drawings.
2. Any discrepancies between these documents shall be brought to the attention
of the Engineer.
3. All dimensions are in millimetres unless noted otherwise.
4. All levels are in metres related Ordnance Datum Malin Head.
5. Drawings are not to be scaled.
6. Concrete mix designation to be C40/50 , 50% GGBS, XC4, XS3, XF4.
SITE LOCATION
ORDNANCE SURVEY IRELAND Licence No. EN 0015717
C ORDNANCE SURVEY IRELAND/GOVERNMENT OF IRELAND.