1
Site Extents Approximate 1500m² N 1210 4440 Precast Concrete Edge Units 5725 7296 620 For details of footway reconstruction refer to drawing 17/NW/1201/008-002 Bridge deck surfacing to be reinstated. Refer to drawing 17/NW/1201/008-002 Spare ducts BT duct MHWS MLWS 410 1725 6705 1725 410 12865 12880 12865 9568 N A A BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Road marking - Ref 1 Road marking - Ref 1 Road marking - Ref 2 Existing asphaltic plug joints (4No.) to be replaced with similar. Refer to drawing 17/NW/1201/008-002 Existing kerbs to be replaced over length of bridge deck. Refer to drawing 17/NW/1201/008-002 Uplink towards Kyle of Lochalsh Downlink towards Shiel Bridge Pedestrian footpath Openreach cable Scottish Water pipe Pedestrian footpath 1600 3353 10976 3353 1600 6706 North Pier South Pier Span 3 Span 2 Span 1 Road markings to tie into existing at extent of resurfacing Road markings to tie into exisitng at extent of resurfacing Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown Copyright and database right 2018. All rights reserved. Ordnance Survey License Number: 100046668 Plot Date: 14/08/2018 13:58:34 \\n4-cld-fs-01\Bridges\1. STRUCTURES\A87\A87 210 CLACHAN DUICH\SCHEMES\17 NW 1201 008 - Deck Refurb\3. Design Stage\03 13 Drawings and Register\A87 210 Clachan Duich_Rev 0.0.dwg File Name: David McAra Login: 17/NW/1201/008-001 DRAFT A84 60 CLACHAN DUICH BRIDGE BRIDGE DECK REFURBISHMENT General Arrangement & Lane Markings and Road Studs 17/NW/1201/008-001 As Shown 01/07/18 20m 15m 10m 5m 0 5m 1:500 Metric LOCATION PLAN SITE PLAN LEGEND SITE EXTENT Notes: 1. Location of Works: E 194647 N 820847 (NG946208). 2. All dimensions in millimetres unless stated otherwise. 3. Do not scale from this drawing. 4. This drawing is to be read in conjunction with drawing 17/NW/1201/008-002 5. Outline of existing structure from record drawing The Highland Council Transport Services A87/BRPI/17 A87 Invergarry - Uig Trunk Road Principal Inspections A87 210 Clachan Duich Bridge. 6. All dimensions of the works are approximate. It shall be the responsibility of the Sub-Contractor to verify all necessary measurements prior to undertaking works. CONSTRUCTION HAZARDS AND RISKS 1. ERRANT VEHICLES IN TM 2. UNSPECIFIED SERVICES 3. WORKING AT HEIGHTS ABOVE WATER (FALLING / DEBRIS) 4. WORKING ON EMBANKMENTS (SLIPS/FALLLS) CLEANING AND MAINTENANCE HAZARDS AND RISKS 1. NONE DISMANTLING/ DEMOLITION HAZARDS AND RISKS 1. AS ABOVE The design team have highlighted unusual and significant hazards and risks only that may not be obvious to a competent contractor. They are to assist with risk reduction only and are not necessarily comprehensive. It is assumed that all works will be carried out by a competent contractor working, where appropriate, to an approved method statement. SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION In addition to the hazards and risks normally associated with the type of work detailed on this drawing, note the following significant hazards, risks and information HAZARD SECTION A-A - TYPICAL BRIDGE PIER scale 1:50 PLAN OF BRIDGE DECK scale 1:100 A87 210 Clachan Duich LANE MARKINGS & ROAD STUDS REF DESCRIPTION DIAG No. WIDTH COLOUR MARK GAP STUDS SPACING 1 EDGE OF C/WAY 1012.1 100 WHITE - - NO - 2 CENTRE LINE 1008 100 WHITE 3000 6000 YES 18000 O [Redacted]

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Page 1: Site Extents LEGEND

Site Extents

Approximate 1500m²

N

1210

4440

Precast Concrete

Edge Units

5725

7296

620

For details of footway

reconstruction refer to drawing

17/NW/1201/008-002

Bridge deck surfacing to be

reinstated. Refer to drawing

17/NW/1201/008-002

Spare ducts

BT duct

MHWS

MLWS

410 1725 6705 1725 410

12865 12880 12865

9

5

6

8

N

A

A

BT

BT

BT

BT

BT

BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT

BT

B

T

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

Road marking - Ref 1

Road marking - Ref 1

Road marking - Ref 2

Existing asphaltic plug joints (4No.) to be

replaced with similar. Refer to drawing

17/NW/1201/008-002

Existing kerbs to be replaced over length of bridge

deck. Refer to drawing 17/NW/1201/008-002

Uplink towards

Kyle of Lochalsh

Downlink towards

Shiel Bridge

Pedestrian footpath

Openreach cable

Scottish Water pipe

Pedestrian footpath

16

00

33

53

10

97

6

33

53

16

00

67

06

North

Pier

South

Pier

Span 3 Span 2 Span 1

Road markings to tie into

existing at extent of resurfacing

Road markings to tie into

exisitng at extent of resurfacing

Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown Copyright and database

right 2018. All rights reserved. Ordnance Survey License Number: 100046668

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17/NW/1201/008-001

DRAFT

A84 60 CLACHAN DUICH BRIDGE

BRIDGE DECK REFURBISHMENT

General Arrangement

&

Lane Markings and Road Studs

17/NW/1201/008-001

As Shown 01/07/18

20m15m10m5m05m

1:500 Metric

LOCATION

PLAN

SITE PLAN

LEGEND

SITE EXTENT

Notes:

1. Location of Works: E 194647 N 820847 (NG946208).

2. All dimensions in millimetres unless stated otherwise.

3. Do not scale from this drawing.

4. This drawing is to be read in conjunction with drawing

17/NW/1201/008-002

5. Outline of existing structure from record drawing The Highland

Council Transport Services A87/BRPI/17 A87 Invergarry - Uig

Trunk Road Principal Inspections A87 210 Clachan Duich Bridge.

6. All dimensions of the works are approximate. It shall be the

responsibility of the Sub-Contractor to verify all necessary

measurements prior to undertaking works.

CONSTRUCTION HAZARDS AND RISKS

1. ERRANT VEHICLES IN TM

2. UNSPECIFIED SERVICES

3. WORKING AT HEIGHTS ABOVE WATER (FALLING / DEBRIS)

4. WORKING ON EMBANKMENTS (SLIPS/FALLLS)

CLEANING AND MAINTENANCE HAZARDS AND RISKS

1. NONE

DISMANTLING/ DEMOLITION HAZARDS AND RISKS

1. AS ABOVE

The design team have highlighted unusual and significant hazards and risks only that may

not be obvious to a competent contractor. They are to assist with risk reduction only and

are not necessarily comprehensive.

It is assumed that all works will be carried out by a competent contractor working, where

appropriate, to an approved method statement.

SAFETY, HEALTH AND ENVIRONMENTAL

INFORMATION

In addition to the hazards and risks normally associated with the type

of work detailed on this drawing, note the following significant

hazards, risks and information

HAZARD

SECTION A-A - TYPICAL BRIDGE PIER

scale 1:50

PLAN OF BRIDGE DECK

scale 1:100

A87 210

Clachan Duich

LANE MARKINGS & ROAD STUDS

REF DESCRIPTION DIAG No. WIDTH COLOUR MARK GAP STUDS SPACING

1

EDGE OF

C/WAY

1012.1 100 WHITE - - NO -

2 CENTRE LINE 1008 100 WHITE 3000 6000 YES 18000

O

[Redacted]

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Mud and Shingle
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River Croe
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Rock
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Mean High
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Rock
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Shingle
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Water Springs
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A 87
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Clachan Duich Bridge
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MHWS (Sept 95)
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