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 : drawing@mwp.ie

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.