24m

DATUM

C2

1M

2

3

4

C2

5

5

5

52m

28m

67m

30

Single/Dual carriageway 40mph or less - 450mm traffic cones, spacing 1.5m.Single/Dual carriageway 50mph or more - 750mm traffic cones, spacing 1.5m.Dual carriageway national speed limit - 750mm traffic cones, spacing 1.5m,relaxation 3m.

Notes:

DETAIL B

2) 45° tapers have 1.5m spacing, no relaxations.be provided in accordance with Table A1.3 (Appendix 1).1) During darkness, warning lights to BS EN 12352:2006 should

3) On motorways and NSL AP duals with hard shoulders, 1mcones will be required for both standard and relaxation worksfor lead tapers and the facing wall of lane changes.

KEY

Cone Works Area

Sign

No Parking Cones

B

Pedestrian BarriersPedestrian Route

DETAIL C2

3m

1) During darkness, warning lights to BS EN 12352:2006should be provided in accordance with Table A1.3.

Notes:

Single/Dual carriageway 50mph or more - 750mm traffic cones. Single carriageway 40mph or less - 450mm traffic cones.

C2

Distance in Meters

Temporary Traffic Signal Timings (Seconds)

Head No Head No1 2

15 1540 40

0 50 100 150 200 250

Length Of Works (Meters)

0 75 135 195

The timings should not be reduced below the insitial settings approved

Please note that the settings of Maximum Green time should be increased if substanial queues begin to form4535 40

5 10 20 25 3015

REDGREENMaximum RED Timings (Seconds)

Maximum GREEN Timings (Seconds)

52m 28m

Risks

Notes

High possibility of parked cars, Suggested no waiting cones to be placed prior to works commence

1 Design complete from information provided + Google maps desktop risk assessment2

All additional risk will be detailed in the site RAMS pack.Cone lamps must be used on all roads with A speed limit of 40MPH or more

Head No

Ramps

3

TIMINGS:TRAFFIC CONTROL BY 5 PHASE V.A. SIGNALS.

4 Light Phase M

The Engineer shall consult with the authority responsible for any of these

10 Lane width past the works to be 3.5m maximum, 3.25m desirable minimum,3.0m absolute minimum.

9

8 The signal control mechanism shall normally be placed in a location fromwhich it is possible to view all approaches to the site.

7whenever control cables cross a section of carriageway open to traffic.Cable crossing protectors and P7010/P7013 signs shall be provided

6 Multi-phase portable traffic signals shall only be installed with the written

mode at all times unless otherwise directed by the Engineer.5 Multi-phase portable traffic signals shall operate in vehicle actuated (VA)

as generally indicated.4 Coning shall be installed at 45° to the edge of carriageway,

types of facility prior to traffic management being installed in adjacent areas.

Pelican crossing or signalised junction without the consent of the Engineer.3 Temporary traffic signals shall not occur within 150m of an existing level crossing,

Minimum distance between any two temporary traffic signals to be 30m.Maximum distance between any two temporary traffic signals to be 249m.2

Duplicate primary signal to be installed as instructed.

All traffic signs shall comply with Chapter 8 of the Traffic Signs Manual1

Portable traffic signals shall operate in vehicle actuated (VA) mode atall times unless otherwise directed by the Overseeing Organisation.Signs must be placed in accordance with TSM and the scheme RAMS pack

Stop/Go boards must be available and utilised in the event of portable traffic signal failure in accordance with Codes of PracticeStop/Go boards are required if the site is in excess of 20m. A 0.5m Latitude Safety Zone must be installed and adhered to cover the extent

11

1213

of each work location as per chap 8 D3.2A 0.5m Longitude Safety Zone must be installed and adhered to cover the extent14of each work location as per chap 8 D3.2

15

16

permission of the local highway authority whose roads they are installed on.

17 Design Complete from information provided + Google maps desktop risk assessment

Existing pedestrian crossing to be replaced with temporary pedestrian crossingExisting lights to be switch off/bagged over and comply with chap 8 D4.62. Liaise with LA

All additional risk will be detailed in the site RAMS pack.

1819

EXISTINGLIGHTS TO BESWITCHED OFF

NOTE:

Temporary pedestriancrossing to be installed.Appropriate facilities i.eRamps etc to be used.Assess best suited set-upon site

NOTE:

EXISTING PEDESTRIANCROSSING TO BEREPLACED WITHTEMPORARY PEDESTRIANCROSSING UNIT

Bog mats

Temporary pedestrian crossing

Proposed Master

Contains Ordance Survey data © Crown copyright and database right 2015

Project

Title

Design:Date:

Drawn:Date:

Chkd:Date:

Scale: Ref:Rev:

Works access/ works exit to be risk assessedon site for suitability of location

WORKSACCESS

WORKSEXIT

Postcode:

LAYOUT 1

-

..\Logo\ChevronHIGH.JPG

Drawing No

BA3 2HNClient

Traffic management must comply with The SafetyAt Street Works And Road Works Code Of Practice

SILVER STREET-126 HIGH ST-MIDSOMER NORTON

VW361-LO1-J.TAYLOR ROOFING SERVICES-SILVER STREET-126 HIGHST-MIDSOMER NORTON

Status:

LIGHTS TEMP CROSSINGSILVER STREET TATTOO STUDIO126 HIGH STREETMIDSOMER NORTON

NTS VW361

V.WILKINS V.WILKINS

CONSTRUCTION

NOTE:Timings to beadjustedaccordingly on site.

03/08/2021 03/08/2021 03/08/2021C.JOHNSON

Sign Schedule

Qty: 2 Ref: 610Keep left

Qty: 3 Ref: 573Direction to hazard left

Qty: 2 Ref: 517Road narrows on one side only ahead - right

Sign Schedule

Qty: 4 Ref: 573Direction to hazard right

Qty: 4 Ref: 610Keep right

Qty: 3 Ref: 645End panel

Sign Schedule

Qty: 10 Ref: 7001Road works ahead

Qty: 7 Ref: 543Traffic signals ahead

Qty: 4 Ref: 518Single file traffic

Sign Schedule

Qty: 3 Ref: 517Road narrows on one side only ahead - left

Qty: 4 Ref: 7011.2Pedestrian crossing , when red light shows wait here

3 4

15 1540 40

67m 24m

Head No

NOTE:

Bus stop to beclosed/relocated,Liaise with LA ifaffected by works

NOTE:

Bus stop to beclosed/relocated,Liaise with LA ifaffected by works

NOTE:

Parking bays to besuspended,Liasewith LA

Bus stop to be closed/relocated, Liaise with LA if affected by works

45

Footwayor Verge

LaneLine

Footwayor Verge

Road Width

Safe

ty Z

one

Work Area

Shuttle Lane 3.25m Min

Wal

kway

Footway Width