1
No.10 3000 - Varies Turbine Section on Trailer 1000 Right Hand Verge Road Widening Existing Track: Gravel Surface CROSS SECTION No.10 1900 1500 Drain Left Hand Verge: NO VERGE CAPPING MATERIAL CONFORMING TO TYPE 6F1 IN ACCORDANCE WITH TABLE 6/2 OF THE NRA SPECIFICATION FOR ROAD WORKS COMPACTED IN 250mm Tk. LAYERS Hedgerow / Trees to be trimmed to accommodate Turbine Delivery Vehicle Where necessary SINGLE LAYER OF TERRAM 1000 NON-WOVEN GEOFABRIC ( OR SIMILAR APPROVED ) & SINGLE LAYER OF GEOGRID SS20 (SIZE TO BE CONFIRMED FURTHER TO SITE INVESTIGATIONS) DOUBLE SURFACE DRESSING TO CLAUSE 919 CROSS SECTION No.10 Right Hand Verge Left Hand Verge Scale 1:5,000 LAYOUT PLAN 2TQLGEV ;'..19 4+8'4 9+0& (#4/ %1706; 1((#.; 5VCIG *#7. 4176' #55'55/'06 6KVNG 5ECNG " # 5WTXG[GF 2TGRCTGF $[ %JGEMGF &CVG ,'00+0)5 1&1018#0 2#460'45 %1057.6+0) '0)+0''45 (+0+5-.+0 5.+)1 +4'.#0& 6'. (#: 'OCKN KPHQ"LQFKTGNCPFEQO 9GD YYYLQFKTGNCPFEQO *#7. 4176'Ä 41#& %4155 5'%6+10 0Q & )WKNHQ[NG & -KGN[ ,WPG Ä *4# Ä &TCYKPI 4GH 4GXKUKQP ,QD 4GH )4''0 9+0& '0'4); )4172 %NKGPV 4GX /QFKHKECVKQPU D[ &CVG Reproduced from the Ordance Survey by Permission of the Government Licence No. EN 0002613 based on Map Reference 3048, 3049, 3114 - 3117, 3180 - 3183, 3246 - 3249 @ 1:5,000 1. FIGURED DIMENSIONS ONLY TO BE TAKEN FROM THIS DRAWING. 2. ALL DRAWINGS TO BE CHECKED BY THE CONTRACTOR ON SITE. 3. ENGINEER TO BE INFORMED OF ANY DISCREPANCIES BEFORE ANY WORK COMMENCES. Notes 4. ALL LEVELS REFER TO ORDNANCE DATUM (MALIN HEAD). LEGEND: Proposed WTG & Hardstand & Turbine Base Shown Thus.. Proposed Site Road Shown Thus... Proposed Site Outline Shown Thus... Landholding Outline Shown Thus... Existing Track Shown Thus... Existing Track to Be Upgraded Shown Thus... Scale 1:50 CROSS SECTION # (WTVJGT +PHQTOCVKQP &) #

No · No.10 3000 - Varies Turbine Section on Trailer 1000 Right Hand Verge Road Widening Existing Track: Gravel Surface CROSS SECTION No.10 1900 1500 Drain Left Hand Verge:

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No.10

3000 - Varies

Turbine Section

on Trailer

1000

Right Hand Verge

Road Widening

Existing Track:

Gravel Surface

CROSS SECTION No.10

19

00

1500

Drain

Left Hand Verge:

NO VERGE

≥475

CAPPING MATERIAL

CONFORMING TO TYPE 6F1

IN ACCORDANCE WITH

TABLE 6/2 OF THE NRA

SPECIFICATION FOR ROAD

WORKS COMPACTED IN

250mm Tk. LAYERS

Hedgerow / Trees to be

trimmed to accommodate

Turbine Delivery Vehicle

Where necessary

SINGLE LAYER OF TERRAM

1000 NON-WOVEN GEOFABRIC

( OR SIMILAR APPROVED ) &

SINGLE LAYER OF GEOGRID SS20

(SIZE TO BE CONFIRMED

FURTHER TO SITE

INVESTIGATIONS)

DOUBLE SURFACE DRESSING

TO CLAUSE 919

CROSS SECTION No.10

Right Hand Verge

Left Hand Verge

Scale 1:5,000

LAYOUT PLAN

Reproduced from the Ordance Survey by Permission of the Government

Licence No. EN 0002613 based on Map Reference 3048, 3049, 3114 - 3117, 3180 - 3183, 3246 - 3249 @ 1:5,000

1. FIGURED DIMENSIONS ONLY TO BE TAKEN FROM THIS DRAWING.

2. ALL DRAWINGS TO BE CHECKED BY THE CONTRACTOR ON SITE.

3. ENGINEER TO BE INFORMED OF ANY DISCREPANCIES BEFORE

ANY WORK COMMENCES.

Notes

4. ALL LEVELS REFER TO ORDNANCE DATUM (MALIN HEAD).

LEGEND:

Proposed WTG & Hardstand &Turbine

Base Shown Thus..

Proposed Site Road Shown Thus...

Proposed Site Outline Shown Thus...

Landholding Outline Shown Thus...

Existing Track Shown Thus...

Existing Track to Be Upgraded

Shown Thus...

Scale 1:50

CROSS SECTION