Rennicks product brochure

WORKING TOGETHER... GROWING TOGETHER

Rennicks Sign Manufacturing Kilbride Mulhuddart Dublin

Rennick_Dee_Cover.indd 1

T: 01 885 9200 F: 01 885 9210 E: sales@rennicks.com

www.rennicks.com

PRODUCT GUIDE JULY 2013

17/07/2013 08:40

FOREWORD IRELAND’S TRUSTED PROVIDER OF TRAFFIC SAFETY SOLUTIONS Over three decades our range has expanded vastly and we now provide, not only the long trusted traditional signage solutions but we have now developed a specialisation and expertise in a wide array of Intelligent Traffic Solutions from intelligent pedestrian crossings to complex active stud solutions and sophisticated vehicle counter systems.

Michael Flanagan Group Managing Director

We are delighted to be a CE certified company and are always available to advise you on signage compliance and strategy. We hope that you find this product guide useful as an indication of some of the products which we can provide to you. We also work to develop new, innovative solutions for our clients, so if the solution you seek is not found within these pages please do not hesitate to contact us to find an innovative traffic solution to suit your unique requirements.

Gareth McWeeney Operations Director

Rennick_Dee_Cover.indd 2

17/07/2013 08:40

CONTENTS DESIGN / INSTALLATION / MAINTENANCE 2 PERMANENT SIGNS

7

TEMPORARY ROADWORK SIGNS

10

SIGN SUPPORTS & PASSIVELY SAFE SIGN SUPPORTS

11

OTHER SAFETY PRODUCTS

13

ELECTRONIC WARNING & INFORMATION SIGNS / INTELLIGENT TRAFFIC SOLUTIONS

15

DESIGN / INSTALLATION / MAINTENANCE HEALTH & SAFETY

INVESTMENT IN THE FUTURE

Rennicks operate a Health and Safety Management System to eliminate or minimise risk to employees and other third parties who may be exposed to hazards associated with Rennicks activities.

As part of our ongoing future investment program, health, safety and welfare play a considerable role. To ensure continuation of future growth for the Company a considerable management, staff and site crew training budget is allocated annually.

Safety is the Number One priority within the Company.

It is a responsibility both of the Company and individual employees to ensure that the Company’s operations are managed in a safe and healthy manner.

As longstanding members of the National Irish Safety Organisation we undertake to operate a comprehensive environmental, health and safety (EHS) management system commencing with our manufacturing processes right through to all aspects of our on site contracting activities.

In line with legislative changes Rennicks have the proven capacity to competently carry out the role of project supervisor construction stage (PSCS) on multiple projects nationwide.

Rennicks are committed to providing a safe and healthy working environment as a prerequisite to all our operations. We enlist the active support of employees and subcontractors to achieve such conditions.

The addition of a dedicated, full time site health and safety advisor further enhances the Company’s ability to provide industry sector leading site safety performance, through the development and implementation of a comprehensive environmental, health and safety (EHS) management system.

Through a set of formally documented systems Rennicks monitor, analyse and report the EHS performance of all construction actives (including any subcontractors), while defining benchmarks for continuous improvement within our business.

Only by developing performance standards to measure the successful implementation of the EHS management systems, and that of our subcontractors, can we ensure that Rennicks fulfill our legal duties to employees, clients, shareholders and members of the general public alike.

We have a zero tolerance attitude towards accidents.

The effective management of health and safety will always be a key priority.

The implementation of our safety systems and processes is now being explicitly measured to highlight excellent performance and to identify areas for improvement.

2

MAKING IRELAND’S ROADS SAFER

DESIGN ADVISORY SERVICE UNSURE OF THE DESIGN AND LAYOUT OF YOUR SIGN? The Rennicks Design Advisory Service offers an unparalleled depth of experience, working with the client at all stages to arrive at the best possible solution.

Using the latest computer aided design (CAD) packages, our teams of design and graphics specialists offer expert advice, while providing drawings and layouts for all signage projects.

The Zephyr TS is designed as a roll to roll printer and integrates numerous high tech features to deliver print on demand with outstanding high gloss print quality at an impressive 12 linear metres per hour (16m2 per hour based on 1223mm roll width) onto Nikkalite microprismatic and glass bead retroreflective sheetings.

Nikkalite retroreflective sheetings fully comply with the visual and physical requirements of IS EN 12899-1; 2007, after over lamination with Nikkalite protective overlay sheetings and are warranted for up to 12 years.

In addition, Rennicks’ team of experienced project managers can offer expert advice on the designs of posts and foundations for all sizes of road signs – along with advice on suitability of individual proposed locations for signs. This value engineering advice can save clients substantial expense and help in getting the design right, first time.

THE ZEPHYR TS UV INKJET PRINTER Engineered and developed by Mutoh Europe, the Zephyr TS UVIJ is a robust UV inkjet printer for the professional traffic sign manufacturer, designed for use with RBYK UV inks specifically developed by Nippon Carbide Industries (NCI) to print onto Nikkalite retroreflective sheetings.

Print on demand flexibility from the Zephyr TS provides traffic sign manufacturers with a professional, high quality, lower cost and efficient digital printing solution for Nikkalite retroreflective sheetings.

PRODUCT GUIDE / JULY 2013

3

INSTALLATION THE COMPLETE SIGN INSTALLATION SERVICE From the experienced estimating and project management team through to comprehensive product and service back up from the dedicated customer service department, Rennicks offer The Complete Sign Installation Service.

WHY RENNICKS? All Fixed Vertical Roadsigns and Supports supplied and installed by Rennicks are fully compliant with IS EN 12899-1:2007 and are labelled with an appropriate CE mark. Our Quality and Manufacturing systems are audited by a Notified Body and meet all legal requirements.

WHAT WE DO? • We design and supply traffic management from level 1 category, single carriageway, 30km/h roads to full level 6 category, 120km/h motorway set up.

• We excavate and pour the concrete foundations, then erect the poles and traffic signs for clients such as the National Roads Authority, all local authorities and all major civil and building contractors nationwide.

• Erect all motorway / dual carriageway gantry signage. Supply and install gantry extensions (some up to 5 metres) on older gantries to accommodate new motorway signage.

• Supply and install passively safe post systems to conform to EN 12767.

• We provide a care and maintenance package by specifically trained and equipped crews. Road signage audits are compiled into the Rennicks comprehensive database inventory system.

We use our practical knowledge and considerable in house experience to assist smooth process flow, from design through manufacturing, and right through to installation on site (no hassle for our client!).

4

MAKING IRELAND’S ROADS SAFER

WHO DOES IT? • Rennicks have the direct resource capacity to manage multiple projects throughout the country; • Degree qualified contract and project management team.

• In house qualified environmental, health and safety advisor who is a chartered member of IOSH. • Installation Manager with over 11 years sign installation experience for Rennicks and experienced site supervisors strategically based to cover works nationwide.

• Highly trained installation crews – In addition to the Rennicks in house sign installation training, and the statutory safe pass each individual crew has as minimum training; • Cherry Picker Operation (MEWP)

A substantial quantity of stock steel reinforcement is held on site at the manufacturing facility.

WHEN DO WE DO IT? Ability to react to the customers needs lie at the core of Rennicks forward planning policy. Short lead in times to project commencement are becoming more common.

External factors which may affect programming of installation works are carefully monitored and managed.

• Capacity to procure and hold large material stocks (poles, clips, aluminium sheet, reflective materials etc), gives us the ability to manage short lead in times or react efficiently to urgent customer requests.

• Resource capacity to safely cover restricted hours and / or night time working.

• CSCS • Signing, Lighting and Guarding

WHERE WE DO IT?

• 360˚ Excavator

Proven nationwide coverage by experienced installation crews.

• Manual Handling • Abrasive Wheel Training • Cable Avoidance Tool Training • Occupational First Aid

Capacity to transport signs and poles, including overlength (12 metre poles) country wide.

• Back up of the experienced, dedicated Customer Service Department.

Working from our substantial facility (6 acres) in Mulhuddart, Dublin 15 and depots in Cork, Sligo and Westmeath any part of the country is logistically accessible.

HOW WE DO IT?

AND THE BENEFIT FOR THE CLIENT?

Full site survey carried out by an experienced site installation manager as required.

Even with the best planning system in the world, sometimes the unforeseeable can change the deadline or substantially increase the workload.

Fully maintained, Rennicks owned, rubber tracked 360˚ excavators, piped for rockbreaker attachment as required. Truck mounted 17 metre telescope crane for handling and placing large diameter poles, RSJ’s (I beams) and large sign sections. Cherry pickers (MEWP) for safe access and 7.5 tonne tipper lorries, make up just some of Rennicks plant portfolio.

Accounts nationwide with concrete suppliers for pole foundation installation. Steel reinforcement cages are cut, bent and tied or welded to the correct tolerances at the sign manufacturing facility and then installed by experienced site crews as required.

PRODUCT GUIDE / JULY 2013

Raw material stocks, manufacturing capacity, in house plant and manpower resource, coupled with the knowledge to pull it all together, is what the client needs Rennicks to deliver.

Rennicks prides itself on having never missed a road opening deadline or client handover date.

5

NATIONWIDE ASSET MANAGEMENT SERVICES CARE & MAINTENANCE Road signage needs to be consistently defect-free.

To this end, Rennicks offer nationwide roadside asset management services: • Sign surveying • Cleaning and maintenance Full sign surveying in accordance with NRA requirements for PPP tolled road operators.

Dedicated trained and equipped crews are on hand to provide all levels of maintenance specified by the client.

This maintenance can include: • A detailed initial sign survey, including digital photo and GPS coordinates.

• The creation and installation of unique sign identifier on the poles.

• The creation of a detailed database of all signs in a scheme.

• Testing of the photometric properties (retroreflectibility) of individual signs.

• Immediate minor repairs to signs not requiring sign face or post replacement.

• Trimming and removal of intrusive vegetation near the signs.

• Cleaning of sign face using specialised equipment.

• The design, manufacture and installation of replacement signs if required.

• Subsequent sign inspection at agreed intervals.

Our industry recognised professional team provide Network Asset Management recommendations based on both legislative requirements and the invaluable practical knowledge gained from over three decades in the Road Traffic Signage industry.

6

MAKING IRELAND’S ROADS SAFER

PERMANENT SIGNS ALL FIXED PERMANENT ROADSIGNS AND SUPPORTS ARE MANUFACTURED IN COMPLIANCE WITH IS EN 12899-1:2007.

GUIDE SIGNS DIRECTIONAL SIGNS Directional signs need to be clear, concise and informative. With almost three decades of experience in this area, Rennicks offer a manufacturing service that is guaranteed to fulfill each of these requirements.

Rennicks also offer a design advisory service and can provide drawings and layouts in accordance with the design rules in the traffic signs manual. Full colour layouts of signs and support post design can be supplied as part of our service.

FINGERPOST SIGNS We supply a wide range of fingerpost signs to suit a variety of requirements. These include single and double destination signs or brown and amenity signs.

We also offer design advice on the best solutions available as well as an installation service.

ADVANCE DIRECTIONAL SIGNS Advance directional signs must convey very specific information in a format that is easily understood by the road user.

Rennicks have a proven track record in this regard. Our design team works closely with the client to ensure that the very best solution is achieved in each case.

We also offer manufacturing, sign installation, sign cleaning database and maintenance services.

GANTRY SIGNS Clear information on major arterial roads, upcoming routes and junctions is vital to ensure the safety of all road users. Rennicks offer an unrivalled depth of experience in the design and manufacture of gantry signage throughout Ireland. Our Nikkalite Crystal Grade Microprismatic Sheeting gives superior day and night time contrast, allowing information to be seen earlier by road users in all conditions. We provide the traffic management solutions required and installation capacity to erect gantry signage.

PRODUCT GUIDE / JULY 2013

7

TRAFFIC CALMING AND INTEGRATED WARNING SIGNS Traffic calming schemes are an essential element of road safety management for motorists on approach to urban areas. Rennicks offer the full range of traffic calming signs in all sizes and also offer a variety of support posts and masts to suit – including H-Frames and Passively Safe supports. They are built to NRA design guidelines on traffic calming schemes, and compliant with EN12899. Rennicks also supply the full range of integrated warning signs as specified in the NRA road sign engineering handbook.

SCHEME SIGNS Scheme signs should be clear and consistent.

Through the provision of a complete package of services tailored to our Clients’ precise requirements, Rennicks offer a wide range of scheme signs.

These include National Development Plan (NDP) and Department of Transport (DoT) signs, as well as standard project scheme signs.

We also offer sign installation, as well as post and foundation design.

8

MAKING IRELAND’S ROADS SAFER

URBAN / TOWNS SIGNS At Rennicks, we provide a full range of highly durable signs for bus corridor, cycle track and parking schemes.

All signs are made to EN 12899 specifications, and in accordance with the Traffic Sign Manual issued by the Department of Transport.

PAY & DISPLAY We manufacture and supply a wide range of parking and pay & display signs.

These signs can be tailor-made for individual location requirements, and logos and crests can be incorporated into the design.

BUS CORRIDOR Rennicks manufactures and supplies a full range of bus corridor signs in accordance with the design guidelines laid down by the Department of Transport Traffic Signs Manual.

CYCLE TRACK We supply and manufacture a full range of cycle track signs in accordance with the design guidelines laid down by the Traffic Signs Manual of the Department of Transport.

TOURIST SIGNS Tourist signs, with their distinctive white lettering on a brown background are part of the fabric of every Irish major arterial road and town.

At Rennicks, we manufacture and install these signs in accordance with IS EN 12899-1:2007 specification.

We also offer full colour crests, logos and bespoke designs into Tourist Signs.

PRODUCT GUIDE / JULY 2013

9

TEMPORARY ROADWORK SIGNS STAND TYPES Temporary Roadworks signs need to be versatile, visible, and quick and easy to set up.

Rennicks provide a range of different stands and methods for displaying roadworks signs including: • Galvanised steel stands • Quickfit frames

REFLECTIVE CORRIBOARD SIGNS NEED A LARGE NUMBER OF TEMPORARY SIGNS? Rennicks’ corriboard signs provide the ideal solution.

Lightweight and durable, they come in a complete range of standard and bespoke designs.

All temporary road work signs are supplied faced with EN 12899 Class Ref 2 Ultralite Sheeting.

• Cone mounted signs Our toggle-mount system for affixing signs and supplementary plates provides a user-friendly method of quickly and safely changing the sign. This system is extremely cost effective in allowing a range of different signs and plates to be used on a single stand.

10

STAND TYPES TYPE A

TYPE B

Temporary stands in excess of 3 month duration

Temporary stands for 1 to 3 month duration

Galvanised stands

Plastic or alternative

MAKING IRELAND’S ROADS SAFER

SIGN SUPPORTS & PASSIVELY SAFE SIGN SUPPORTS SIGN SUPPORTS

H-FRAMES

GALVANISED STEEL POSTS Extensive stocks of circular and rectangular hollow section steel posts are available to suit every sign, no matter how large or small. All our sign supports are compliant with IS EN 12899-1:2007.

All our posts are hot-dipped galvanised. They can be cut, supplied and transported in any length to suit any mounting height. All are IS EN 1461 compliant.

Non-standard post diameters can be supplied to any size and length required. For higher signs, I-Beams (12m plus) are also available. Rennicks offer a delivery and installation service for all sign supports.

A wide range of fully galvanised H-frame designs are fabricated in-house by our specialist manufacturing team. These provide an ideal solution for mounting a sign on a footpath or in other areas of restricted space. All our welding team are certified to EN 287, part 1.

CRANKED POSTS Cranked posts provide improved visibility when space is limited. The cranked design allows the pole to be located away from pedestrians where the footpath is narrow and yet remain in full view of the passing motorist.

POST COVERS Plastic post covers in black, white and yellow are available from Rennicks. These are hollow plastic sections that slide over an existing 76mm post, in sections 300mm long. Post covers are durable and provide excellent visibility to pedestrians and motorists.

STANDARD SIZES OF POSTS Circular Hollow Steel Sections Outside Diameter (mm)

Rectangular Hollow Steel Sections Dimensions (mm)

76.1

80 x 40

88.9

100 x 50

114.3

120 x 60

139.7

160 x 80

168.3

150 x 100

193.7

200 x 100

219.3

200 x 100

244.5

250 x 150

273

250 x 150

PRODUCT GUIDE / JULY 2013

11

BASEPLATES Posts in a variety of sizes can be supplied with a base plate already attached. Made from galvanised steel, base plates are an efficient and cost effective method of installing a post and sign onto an existing surface, where it may not be possible to excavate a new base.

Base plate-mounted signs can be easily removed and reinstalled later if required.

PASSIVELY SAFE SIGN SUPPORTS Rennicks offer a range of passively safe sign support posts and masts which provide a safe and stable support structure for mounting a traffic sign. These supports are suitable for a wide range of sizes of sign – from the smallest, right up to the largest Advance Directional Sign.

Passively safe supports are crash-tested and certified to EN12767 and are available in a range of sizes and lengths. They can be used on high-speed carriageways to mount traffic signs without the need for safety barrier protection. Their unique breakaway and energy absorbing qualities minimise injury to vehicle occupants in the event of a collision and contribute greatly to enhancing road safety.

12

MAKING IRELAND’S ROADS SAFER

OTHER SAFETY PRODUCTS DYNAFLEX PLUS IMPACT RESISTANT SIGNS KEY FEATURES • Simple and quick to install

• Available as single or double sided in a range of sign types • Bespoke designs available • No metal parts to rust or corrode • Foundation cages also available

• Passively safe • Enhances motorist safety • Impact and vandal resistant • Available in Nikkalite® Ultralite Class ref 2 or Crystal Grade Bright Yellow fluorescent Microprismatic reflective sheeting

PRODUCT GUIDE / JULY 2013

13

TRAFFIC CONES Rennicks two-part moulded traffic cones are manufactured from LDPE durable plastic with a heavyduty composite base for strength.

They are fully compliant with EN: 13442 (2008). For added security we can offer cones with logos and text on the sleeve, and Company details embossed in the base.

Available in 1m and 750mm versions. The base width is 430mm x 430mm. They stack with other two-part cones.

JUNCTION DEFINITION POST (JDP) Rennicks’ Junction Definition Posts (JDP’s) provide a highly visible and safe means of alerting motorists to the presence and position of a junction. Nikkalite® Class ref 2 retro-reflective green and white sheeting is used to provide excellent visibility in all weather conditions, and especially at night.

Size available – 1000mm high and 200mm in diameter.

Also supplied with a pre-fitted base to allow ease of installation into a concrete foundation.

PEDESTRIAN SAFETY BARRIER Rennicks pedestrian barrier is ideal for Traffic Management and Work Zones where a safe area needs to be provided for both workers and passing pedestrians. This stackable barrier has all the usual advantages of standard barrier systems but has many unique features in addition. Rennicks pedestrian barrier is made using a precision injection moulded construction, with central struts throughout to give additional stability. There is a linking facility allowing the system to be easily joined. Swivel feet are attached to the barrier at the point of manufacture to assure the highest level of stability in all weather conditions.1.2m x 2m long. Red and white reflective panel for added visibility.

14

MAKING IRELAND’S ROADS SAFER

ELECTRONIC WARNING & INFORMATION SIGNS / INTELLIGENT TRAFFIC SOLUTIONS SCHOOL SIGNS WITH FLASHING AMBER BEACONS Rennicks offer a range of fully programmable solar and mains powered amber flashing beacons for use on school warning signs.

KEY FEATURES AND BENEFITS • Full 200mm diameter amber beacons compliant with Traffic Signs Manual • Ultra bright amber LED’s • Strong vandal resistant construction • Solar and mains powered options • Fully programmable digital timer – up to 2030 • Low power consumption • Environmentally friendly • Full installation service available Fully programmable digital timer provides daily, weekly and yearly control. If provided with the Beacon on / off times, Rennicks will pre-program the timers in advance, up to the year 2030, at no extra charge.

PRODUCT GUIDE / JULY 2013

15

PERIODIC SPEED LIMIT SIGNS – SOLAR OR MAINS POWERED Rennicks LED Periodic Speed Limit signs are designed for use in locations where a Periodic Speed Limit is required – outside schools, in town or villages, in traffic calming schemes or any area where a reduced speed limit is required for a specific period or duration.

The signs are fully programmable and can be easily set up to start or stop displaying at pre-determined times and dates to provide daily, weekly and yearly control.

FEATURES • Strong aluminium construction • Ultra bright LED’s for high visibility • Polycarbonate LED covers for high impact resistance • 200mm Diameter LED Flashing Amber Beacons • Fully programmable digital timer up to 2030 • Low power consumption • Fully programmable timer • Automatic night time dimming • Environmentally friendly • Full installation service available

16

VEHICLE ACTIVATED SIGNS (VAS) Both Rennicks driver feedback signs and vehicle activated signs have been developed in conjunction with our Customers country wide, the VAS sign is designed to be used in Low Cost Accident prevention schemes.

Like our Driver feedback Signs, the sign is fitted with a Dopplar Radar but instead of showing the actual physical speed of the vehicle, we use the speed of the vehicle to activate a symbol displaying the actual hazard ahead.

TECHNICAL SPECIFICATIONS • Can be Solar or Mains powered ( although Solar option is more popular because there is generally no power source available).

• Signs / Radar housed in Road Traffic Grey coloured IP65 box, mounted on poles specific to the actual location.

• Symbol coloured in Amber coloured LED outer Diamond and actual graphic is finished in White LEDs. • Text Box showing messaging finished in Red LED, and can display multiple pages in English / Irish.

• Options for a second graphic panel showing speed limit on road way available.

• Fitted with photosensor to reduce LED intensity at night time.

• Can be configured to upload Road Data (ADDT, Speed percentiles) to rennicksdata.com on a monthly basis. So traffic data from the road can be obtained.

MAKING IRELAND’S ROADS SAFER

VIASIS DRIVER FEEDBACK SIGNS TECHNICAL SPECIFICATIONS • Triple digit high performance LED display with automatic adaption of brightness (visibility > 200m, LED digit height 30cm).

• Specially designed protection mask for excellent visibility even under strong sunlight.

• Timer and automatic daylight saving time.

ACCESSORIES • Data storage for appr. 500,000 measured speed values including time and date.

• Data interface for a swift data transfer.

• Communication and analysis software viagraph.

• Adjustable parameters for min and max displayed speed and threshold for blinking display.

• Battery level indicator.

• Speed limit function.

PRODUCT GUIDE / JULY 2013

17

ACTIVE ROAD STUD SOLUTIONS • With an ever increasing need to switch off street lights to save energy, safety is paramount.

• Rennicks have the answer with the SR range of solar powered road studs.

• No reliance on headlights to activate.

• Can be mains powered for daytime use.

Photo courtesy of Jaroslaw “Jary” Jablonski

• Bright Solar powered LEDs light the road or pathway ahead increasing visibility and helping make the roads safer.

• A smart alternative to traditional cats eyes.

• Bright LEDs with internal prismatic reflection.

• Excellent night time luminance.

STAY SAFE ENGINEER’S TRAFFIC MANAGEMENT KIT • Rennicks, with over 40 years experience working on the road network, have combined our clients experiences to develop a new standard in safety.

KIT COMES STANDARD WITH • Throw down LED Flashers.

• Roll up Sign.

• Collapsible (1 Mt high) Cones.

• Hi-Vis singlet.

• All in wheeled carry all.

• Our Engineers Traffic Management Kit has been designed to give all who work on the road network increased visibility both day and night.

18

MAKING IRELAND’S ROADS SAFER

R6 BICYCLE COUNTER SYSTEMS

ADVANTAGES

• Introducing the Advanced Ultra Sensitive Bicycle Counter System specifically designed for detecting bicycles on dedicated bicycle paths.

• Low installation, operational and maintenance costs.

KEY FEATURES

APPLICATIONS

• Bidirectional counting.

• On board memory of 2MB (=43,000 bikes).

• Will count for two weeks before recharge.

• Light but robust casing.

• Simple and secure mounting system.

• On board Bluetooth modem for easy data download.

RVC1 VEHICLE COUNTER SYSTEMS Provides vehicle speed and class (car, bus, truck etc) small handy and flexible Get Vehicle Counting and road traffic analysis with one of our vehicle counters or vehicle detection system.

Our system is fully integrated so that all of your real time traffic data is accessible.

PRODUCT GUIDE / JULY 2013

• Ideal for rural, rugged areas.

• Long life battery.

• Permanent or portable counter models available.

• Data that shows date, time, speed and number of bicycles (people).

• A permanent counting solution or mains attachment.

• Data can be downloaded by any MS Windows 6.6 enabled PDA type phone which can also be supplied.

• Can be supplied with a temperature sensor.

• Radar sensor that works in all weather.

• Simple desktop analysing software that produces a variety of reporting styles.

ADVANTAGES • Long operating time (more than 2 weeks with only one battery).

• Measurement possible in both directions.

• Robust carrying aluminium box and handle making the counter highly portable.

19

VEHICLE MOUNTED VARIABLE MESSAGE SIGN

• The LED’s are high output and have a low power consumption. The sign casing is aluminium.

• The Rennicks Vehicle Mounted Variable Message Sign (VMS) is an extremely flexible way of conveying advance traffic information.

• The automatic brightness setting facilitates legibility day and night in all weather conditions.

IT IS USED FOR

Th an ha

MAX LIGHTB MA MAX Th LIGHTB al LIGH

• Traffic calming.

• Incident management.

• Road Safety.

• The sign is lightweight, compact and easily programmed via a wired handheld controller.

ca

MAXIBAR LED LIGHTBAR LRB’S

The LED’s are high output and have a low power consumption.

The Rennicks Maxibar LED Lightbar has been designed for all safety sectors. It is available in 2ft (0.6m) and 4ft (1.2m) lengths.

MAXIBAR MX MAGNETIC MINI LED LIGHTBAR

IT IS USED FOR

• Available in 12v or 24v

• Road Hazard Warning

• 14 4-LED modules

• Incident Management

• Stainless steel magnetic feet

• Road Safety

• Clear or coloured top lens

• Motor Sports Safety

• E approved

• Airport Traffic Management

The Maxibar MX mini LED Lightbar is a permanent mount version of the MX Lightbar. You have the added availability of alternating rear reds, alley lights and spots.

20

• • • •

• The sign has an IP 66 and EM / CE certification.

• Rolling road closures.

The sign is lightweight, compact, easily installed and programmed via a wired handheld controller or powered through a cigarette light socket.

Th Va ex ad It i

• 120 km/h speed rating on the magnetic unit

The Renn Th been des available fac The Ren all de It been is used available 9 RoadT Thb used 9It is Incide 9 Road cea Roa 99 Motor Incid 99 Airpo 9 RoaIt 9 sign Moto The i 9 Airp installed a 9 handheld 9 The sign cigarette installed 9 The LED’s handhel 9 power co cigarette

CAL 0 CALL

9

The LED Maxibar M power c T 9 120 km Maxibar in magn 9 Availa h 99 14120 4-L c mag 9 Stainl Avai 99 Clear 4 T 99 E 14 app 9 Staip 9 Maxib Clea The 9 perma E ap the Lightbar.M The Max alternating the perm 9 Lightbar alternati

sale 01

sales@

MAKING IRELAND’S ROADS SAFER

9 9

WHAT’S NEW AT RENNICKS GROUP CLOSED CIRCUIT TELEVISION SYSTEMS (CCTV) We provide design and installation of the very simple to the most complicated CCTV Systems.

Our new division has been instrumental in the design and installation of many CCTV systems in Ireland, and our project list include the supply and installation of cameras for the National Roads Authority on the M50 Motorway.

We offer a comprehensive portfolio of CCTV video surveillance products to the highest quality, performance and reliability. All of the products we provide offer high degrees of compatibility with the latest technical standards and methods ensuring extended use over the lifetime of the installation.

AUTOMATIC NUMBER PLATE RECOGNITION (ANPR) Complementing the CCTV offering is our ANPR product range. Again our design and Consultancy service can advise / specify the very latest products to suit the application and the budget available. We have many satisfied clients in the area, and have Toll Operators, including CRG, who came to us with a shrinkage problem at their Toll Plazas.

We designed a very affordable, yet money saving solution for them using the very Latest High recognition system available.

PRODUCT GUIDE / JULY 2013

INTELLIGENT PEDESTRIAN CROSSING

WEIGH IN MOTION SYSTEMS (WIM) An option which includes the use of ANPR is our Weigh In Motion System. WiM sites with ANPR cameras can help eliminate damage to the road surface due to over-weight HGV’s.

Our high quality sensors can detect vehicles travelling over them at any speed and once an overweight vehicle is detected it can be identified and removed from the highway. The ANPR camera data can be used for prosecution in extreme cases.

Using a combination of our flashing school sign, CCTV and our new Active intelligent Road stud product ranges, we introduce our new pedestrian crossing. Designed for the high risk location, we use the CCTV camera with Pedestrian detection on the edge to change the already flashing LED sign and Road studs from Amber flash to Red colour when a pedestrian walks onto the crossing.

SOLAR POWERED DYNAMIC LED CHEVRONS A new addition to the vehicle activated product range which is designed with Irelands many dangerous bends in mind, specifically the serious accident / fatal location. Using a simple Solar power assembly, coupled with our Dopplar Radar product which use the vehicles speed to activate the sequential chevrons when a dangerous speed is detected.

21

We offer of the best flail and saw-based Height andone width reduction hedge-cutting services in Ireland.

Strimming around signage Light trims • We offer one of the best flail GRASS & HEDGE We operate state-of-the-art machinery with Debris clean up and saw-based hedge-cutting CUTTINGskilled / SPRAYING highly operators who takein Ireland. pride in services • Rennicks provides full roadsjob possible. completing theabest best • We operate state-of-the-art We offer one of the flail and saw-based management service. machinery with highly skilled Rennicks services is also: in Ireland. hedge-cutting

9 9 9 9

operators who take pride • Using our fleet of tractors in completing the best job fitted with agricultural hedge 9 andFully Insured possible. verge movers, our 9 professional Self sufficient teams work in Traffic Management all road networks – local 9 on100% safety record RENNICKS IS ALSO and motorway – as well as • Fully Insured. pedestrianised areas.

• Self sufficient in Traffic Management.

We operate state-of-the-art machinery with highly skilled operators who take pride in completing the best job possible.

Rennicks is also: OUR SERVICES INCLUDE

• 100% safety record.

9 Fully Insured • Removal of visibility 9 Selfobstructions. sufficient in Traffic Management • Height and width reduction.

9 100% safety record • Strimming around signage.

• Light trims.

• Debris clean up.

EC CERTIFICATE OF ALL US TODAY CONFORMITY 01 8859200

ales@rennicks.com LL US TODAY

1 8859200

s@rennicks.com

22

MAKING IRELAND’S ROADS SAFER















 





   



 













       

W 122.3R Countdown Marker – Right





W 122.2R Countdown Marker – Right







W 122.1R Countdown Marker – Right



W 125 Tram Advisory Speed





W 130 Road Hump

W 131 Road Depression

W 132 Humpback Bridge

P 068 Turn Engine Off When Stopped

W 133 Uneven Road



P 069 Hazard

P 070  Hazard – Direction &  Distance



W 140 Pedestrians

W 135 Soft Verge

W 151 Cattle or Farm Animals

W 152 Sheep

W 142 Children Crossing

W 141 School Ahead

W 153 Deer or Wild Animals

W 160 Unprotected Water



W 143 Cyclists

W 161 Ford

W 162 Tunnel

WK 013 Return to Main Carriageway (One Lane)

W 150 Accompanied Horses

W 144 Slippery for Cyclists

W 163 Queues Likely



WK 021 Lanes Rejoin at Crossover

W 166 Crosswind

W 167 Opening Bridge

W 168 Tractors



W 169  Drive on Left



W 170   Other Hazard

 

 

W 186 Safety Barrier Reflector





W 181G  Large  Nosing   Marker







W 181G Small Nosing   Marker









W 180L W 180R Hazard Marker Hazard Marker Post Post– Right  – Lefthand  hand     side side   

 W 183 Barrier Board – three bars









WK 040 Offside Lane (of Two) Closed

WK 022 WK 023 WK 030 WK 031 Two-Lane Two-Lane  Single Lane (for Two Way Crossover Crossover Shuttle Working)      Traffic (out) (back) 



 Board  – Barrier     four bars



P 003L Direction  – Left   



 



 P 004L

P 003R Direction – Right



 





 

 

 P 004R  Direction & Direction & – Right Distance – Left  Distance 



 

 

 



 –  Barrier Board     five bars



P 001 Distance

 



 









 P 011 Cautionary Speed

P 010 End

P 005 Both Ways







WK 042 WK 043 Offside Lane  Nearside Lane (of Three) Closed (of Three) Closed

WK 041 Nearside Lane  (of Two) Closed



P 002

 Length   













WK 048 Two    Offside  Lanes (of Four) Closed

WK 049 Two Nearside   (of Four) Lanes  Closed

WK 050 Side Road on left 







P 062 Long Low Vehicles











P 064 Tram Track





P 065 Oil Spill

F 204 Disabled Persons’  Bay  Parking

F 208 Park & Ride Direction

F 210 Hospital

F 211 Hospital Ahead

F 212 Hospital Direction

F 213 Hospital Advance Direction

F 232 Station Direction

F 233 Station Advance Direction

F 242 Ferry Terminal Direction

F 243 Ferry Terminal Advance Direction

F 252 Industrial Estate Direction

F 302 Additional Lane   from Left  Joining (3 to 4)

F 303 Additional Lanes Joining  from Right (2 to 3)

F 205 Bus Parking 



F 206 Cycle Parking

F 207 Park & Ride Direction

F 220 Airport

F 222 Airport Direction

F 223 Airport Advance Direction

F 260 Garda Station

F 261 Garda Only

F 301 Additional Lane Joining from left (2 to 3)





WK 032 Road Narrows  on Left

               WK 033 WK 034  Road Narrows on Right

Road Narrows on Both Sides

 P 040 Reduce Speed Now

WK 062 Queues Likely





















P 068 Ice

P 067 Safe Headroom

WK 044 WK 045 Two Offside Two Nearside  Lanes (of Three) Lanes (of Three)  Closed Closed

WK 047 WK 046 Nearside Lane Offside Lane    (of Four) Closed (of Four) Closed

WK 051 Side Road on Right







      WK 052 WK 053 WK 060 WK 061      Site Access on Site Access on Temporary Traffic Flagman Ahead   Left  Right Signals

WK 070 Hump or Bump

WK 071 Uneven Surface

WK 072 Slippery Road

WK 073 Loose Chippings

WK 074 Soft Verge

WK 080 Pedestrians Cross to Left

WK 081 Pedestrians Cross to Right



WK 090 Detour

WK 091 Diverted Traffic



F 304 F 305 F 306 Additional Lanes Additional Lanes Additional Lanes Joining from Left Joining from Joining from left Right – Left Joining – left joining lane  Lane  Continues  continues   (3 to 4)   (2 to 3) (3 to 4)

F 307 Additional Lanes Joining from Right left joining  lane   continues (2 to 3)





WK 091 Diverted Traffic

WK 091 Diverted Traffic



 



MAKING IRELAND’S ROADS SAFER

F 310 Additional Lanes Joining from left     – Right joining lane continues (3 to 4)

F 311  Additional Lanes Joiningfrom  – Right  Right joining lane continues (2 to 3)



WK 093 Detour Destination

WK 094 Road Closed

    F 313 F 312 Lane Gain Additional Lanes Between Joining from   Junctions Right –Right (2 to 3) joining lane      continues (3 to 4)





SUMMARY OF REGULATORY SIGNS 



F 309 Additional Lanes  Joining from left  – Right  lane  joining  continues (2 to  3)



 F314 Lane Gain Between Junctions (2 to 3)







F 322

F 323 Lane Diverge(Three Lanes)

Lane Diverge (Two Lanes)



















F 324 Lane Diverge (Four  Lanes)











F 330 Start of  Motorway



F 331 Motorway  Regulations  Ahead 

 

F 332 Motorway Ahead 









 

WK 092 End of Detour







WK 091 Diverted Traffic



F 308 Additional Lanes  Joining from Right   Left  joining lane continues (3 to 4)

 

 

F 333 End of Motorway

F 314 End of Motorway ahead







F 340 Countdown Marker

F 350 Cul-de-sac



F 400 Metric Speed Limit  Information

    

Rennicks_Gate_Fold.indd 1

F 203 Parking Advance Direction

         

     

 

P 063 Traffic Calming

F 202 Parking Direction

  



 P 061 Another train coming

F 201 Parking Ahead

WK 020 Lanes Diverge at Crossover



P 060 Oncoming Traffic in Middle of Road





F 200 Parking





    W 185







            







WK 012 Move to Left (One Lane)

                



W 184  

WK 011 One-Lane Crossover (back)



             

W 164 Falling Rocks

  

   WK 015 WK 017   WK 018 WK 019 WK 016  Return to Main End of Start of  End of Obstruction     Carriageway Obstruction Central Reserve Central Reserve between Lanes   (Two Lanes) between Lanes or Obstruction or Obstruction

WK 014 Move to Left (Two Lanes)







         

 W 165 Low-flying Aircraft

WK 010  One-Lane Crossover (out)

               

 W 134 Slippery Road

WK 001 End of Roadworks

WK 001 Roadworks Ahead







   



 





 17/07/2013 09:45















 





   



 













       

W 122.3R Countdown Marker – Right





W 122.2R Countdown Marker – Right







W 122.1R Countdown Marker – Right



W 125 Tram Advisory Speed





W 130 Road Hump

W 131 Road Depression

W 132 Humpback Bridge

P 068 Turn Engine Off When Stopped

W 133 Uneven Road



P 069 Hazard

P 070  Hazard – Direction &  Distance



W 140 Pedestrians

W 135 Soft Verge

W 151 Cattle or Farm Animals

W 152 Sheep

W 142 Children Crossing

W 141 School Ahead

W 153 Deer or Wild Animals

W 160 Unprotected Water



W 143 Cyclists

W 161 Ford

W 162 Tunnel

WK 013 Return to Main Carriageway (One Lane)

W 150 Accompanied Horses

W 144 Slippery for Cyclists

W 163 Queues Likely



WK 021 Lanes Rejoin at Crossover

W 166 Crosswind

W 167 Opening Bridge

W 168 Tractors



W 169  Drive on Left



W 170   Other Hazard

 

 

W 186 Safety Barrier Reflector





W 181G  Large  Nosing   Marker







W 181G Small Nosing   Marker









W 180L W 180R Hazard Marker Hazard Marker Post Post– Right  – Lefthand  hand     side side   

 W 183 Barrier Board – three bars









WK 040 Offside Lane (of Two) Closed

WK 022 WK 023 WK 030 WK 031 Two-Lane Two-Lane  Single Lane (for Two Way Crossover Crossover Shuttle Working)      Traffic (out) (back) 



 Board  – Barrier     four bars



P 003L Direction  – Left   



 



 P 004L

P 003R Direction – Right



 





 

 

 P 004R  Direction & Direction & – Right Distance – Left  Distance 



 

 

 



 –  Barrier Board     five bars



P 001 Distance

 



 









 P 011 Cautionary Speed

P 010 End

P 005 Both Ways







WK 042 WK 043 Offside Lane  Nearside Lane (of Three) Closed (of Three) Closed

WK 041 Nearside Lane  (of Two) Closed



P 002

 Length   













WK 048 Two    Offside  Lanes (of Four) Closed

WK 049 Two Nearside   (of Four) Lanes  Closed

WK 050 Side Road on left 







P 062 Long Low Vehicles











P 064 Tram Track





P 065 Oil Spill

F 204 Disabled Persons’  Bay  Parking

F 208 Park & Ride Direction

F 210 Hospital

F 211 Hospital Ahead

F 212 Hospital Direction

F 213 Hospital Advance Direction

F 232 Station Direction

F 233 Station Advance Direction

F 242 Ferry Terminal Direction

F 243 Ferry Terminal Advance Direction

F 252 Industrial Estate Direction

F 302 Additional Lane   from Left  Joining (3 to 4)

F 303 Additional Lanes Joining  from Right (2 to 3)

F 205 Bus Parking 



F 206 Cycle Parking

F 207 Park & Ride Direction

F 220 Airport

F 222 Airport Direction

F 223 Airport Advance Direction

F 260 Garda Station

F 261 Garda Only

F 301 Additional Lane Joining from left (2 to 3)





WK 032 Road Narrows  on Left

               WK 033 WK 034  Road Narrows on Right

Road Narrows on Both Sides

 P 040 Reduce Speed Now

WK 062 Queues Likely





















P 068 Ice

P 067 Safe Headroom

WK 044 WK 045 Two Offside Two Nearside  Lanes (of Three) Lanes (of Three)  Closed Closed

WK 047 WK 046 Nearside Lane Offside Lane    (of Four) Closed (of Four) Closed

WK 051 Side Road on Right







      WK 052 WK 053 WK 060 WK 061      Site Access on Site Access on Temporary Traffic Flagman Ahead   Left  Right Signals

WK 070 Hump or Bump

WK 071 Uneven Surface

WK 072 Slippery Road

WK 073 Loose Chippings

WK 074 Soft Verge

WK 080 Pedestrians Cross to Left

WK 081 Pedestrians Cross to Right



WK 090 Detour

WK 091 Diverted Traffic



F 304 F 305 F 306 Additional Lanes Additional Lanes Additional Lanes Joining from Left Joining from Joining from left Right – Left Joining – left joining lane  Lane  Continues  continues   (3 to 4)   (2 to 3) (3 to 4)

F 307 Additional Lanes Joining from Right left joining  lane   continues (2 to 3)





WK 091 Diverted Traffic

WK 091 Diverted Traffic



 



MAKING IRELAND’S ROADS SAFER

F 310 Additional Lanes Joining from left     – Right joining lane continues (3 to 4)

F 311  Additional Lanes Joiningfrom  – Right  Right joining lane continues (2 to 3)



WK 093 Detour Destination

WK 094 Road Closed

    F 313 F 312 Lane Gain Additional Lanes Between Joining from   Junctions Right –Right (2 to 3) joining lane      continues (3 to 4)





SUMMARY OF REGULATORY SIGNS 



F 309 Additional Lanes  Joining from left  – Right  lane  joining  continues (2 to  3)



 F314 Lane Gain Between Junctions (2 to 3)







F 322

F 323 Lane Diverge(Three Lanes)

Lane Diverge (Two Lanes)



















F 324 Lane Diverge (Four  Lanes)











F 330 Start of  Motorway



F 331 Motorway  Regulations  Ahead 

 

F 332 Motorway Ahead 









 

WK 092 End of Detour







WK 091 Diverted Traffic



F 308 Additional Lanes  Joining from Right   Left  joining lane continues (3 to 4)

 

 

F 333 End of Motorway

F 314 End of Motorway ahead







F 340 Countdown Marker

F 350 Cul-de-sac



F 400 Metric Speed Limit  Information

    

Rennicks_Gate_Fold.indd 1

F 203 Parking Advance Direction

         

     

 

P 063 Traffic Calming

F 202 Parking Direction

  



 P 061 Another train coming

F 201 Parking Ahead

WK 020 Lanes Diverge at Crossover



P 060 Oncoming Traffic in Middle of Road





F 200 Parking





    W 185







            







WK 012 Move to Left (One Lane)

                



W 184  

WK 011 One-Lane Crossover (back)



             

W 164 Falling Rocks

  

   WK 015 WK 017   WK 018 WK 019 WK 016  Return to Main End of Start of  End of Obstruction     Carriageway Obstruction Central Reserve Central Reserve between Lanes   (Two Lanes) between Lanes or Obstruction or Obstruction

WK 014 Move to Left (Two Lanes)







         

 W 165 Low-flying Aircraft

WK 010  One-Lane Crossover (out)

               

 W 134 Slippery Road

WK 001 End of Roadworks

WK 001 Roadworks Ahead







   



 





 17/07/2013 09:45

 









RUS 005 Turn Right F 401 Speed Limit Ahead

F 402 Speed Camera Ahead

F 360 Start of Nearside with Bus Lane

F 361 Start of Offside With-flow Bus Lane

F 500 High Vehicle ADS (Straight Ahead)

F 501 High Vehicle ADS (Left or Right)

F 202 High Vehicle Direction

RUS 006 Turn Left

RUS 049 Mini Roundabout

F 510 Heavy Vehicle ADS (Straight Ahead)

RUS 007 Turn Left Ahead

RUS 008 Turn Right Ahead

RUS 050 No Entry

RUS 014 No Overtaking

RUS 011 No Straight Ahead

RUS 061 TÉIGH (Manual Control)



RUS 031 Bus Stop





P 001 Distance

P 002 Length

P 010 End

 







   

F 700 Toll Road Ahead

F701 Toll Plaza Ahead

F 800 Tunnel Name and Length

F 801 Turn Headlights on

F 802 Tunnel Radio Stations

F803 Emergency (Tunnel) Lay-by

F 804 Fire Extinguisher & Telephone

F807 Pedestration Exit

F 901 LRT Information

F 902 Junction Definition Post

F 903 Turn Back

F 904 Authorised Vehicles only

P 002 Length

P 042 Cycle Network Arrow

P 051 Periods of Operation

P 055 Pedestrian Zone

P 057 Time Limit

P 060 Oncoming Traffic

P 063 Traffic Calming Ahead

T 101 Information in Lay-by

T 102 Information in Lay-by Ahead

F 204 Disabled Persons’ Parking  Bay 

RUS 055 No Cycles

RUS 057  No Horse and Carts

RUS 052 Maximum Vehicle Width

RUS 016 Height Restriction

RUS 015 Maximum Gross Weight (Traffic Management)

RUS 053 Maximum Gross Weight (Safety)

RUS 054 Maximum Axle Weight

RUS 062 No Vehicle Carrying Explosives





RUS 047 Prohibited Axles in Right Hand Lanes

RUS 046 Prohibited Number of Axles



P 040 Reduce Speed Now



RUS 040 100km/h Speed Limit



T 100 Tourist Direction

RUS 041 80km/h Speed Limit



RUS 042 60km/h Speed Limit

RUS 043 50km/h Speed Limit

RUS 044 30km/h Speed Limit

RUS 010 Clearway

RUS 019 No Parking









 





RUS 018 Parking Permitted

RUS 020 Taxi Stand







W 001 Crossroads









 

 



 



P 054 km/h

                P 056  P 055

 

24-Hour Operation

T 104 Route Continuity

T 105 Tour Continuity

P 200 Parking 



F 201 Parking Ahead

F 202 Parking Direction





F 206 Cycle Parking

F 207 Park & Ride Direction

F 208 Park & Ride Advance Direction

F 201 Hospital

F 211 Hospital Ahead

RUS 058CR Segregated Cycle and Pedestrian Route (Cycle on Right)



 



RUS 009 Pedal Cycles Only

RUS 058 Shared Route for Pedal Cycles and Pedestrians











 

W 005R Y-Junction –    Right  









W 009L Side Road on Outside of Left Bend

 RUS 059 Contra-Flow Cycle Lane

F 360 Start of Nearside with-Flow Bus Lane

F 361 Start of Offside with-Flow Bus Lane

RUS  028  Nearside withFlow Bus Lane

RUS 030 RUS 029    Contra-Flow Bus Offside with-Flow Lane Bus Lane











   

 

   













W 002L SideRoad –  Left 



 

W 002R Side Road      Right 













 W 003R  

W 003L T-Junction    1) – Left (Type





T-Junction (Type 1) – Right







  

   W 004L 

      W 004R 

T-Junction  (Type 2) – Right

T-Junction (Type 2) – Left

 

 











 













W 009R Side Road on Outside of Right Bend









Side Road  on 

W 010L

Side Road on

Inside of Left Bend

Inside of Right Bend







W 010R







W 011L Crossroads on Left Bend



 









W 011R Crossroads on Right Bend

  









 

  W 005L    Y-Junction  Left







   

W 013 W 015 Side Road on Crossroads (Ma DualC’way – (No  jor Road Ahead) CR Break)

W 016 T Junction (Major Road Ahead)

 



F 213 Hospital Advance Direction

RUS 027 Stop

RUS 026 Yield

RUS 026 Geili Sli

RUS 001 Keep Left

RUS 002 Keep Right

RUS 003 Pass Either Side

RUS 004 Keep Straight Ahead

RUS 034 LRT Stop

RUS 035 LRT Yield

RUS 036 Nearside Tram Lane

RUS 037 Offside Tram Lane

RUS 032 School Warden

RUS 060 STOP (Manual Control)











Rennicks_Gate_Fold.indd 2











W 081 Two-way Traffic

  



  





W 044 MiniRoundabout Ahead 







W 050L   Corner Sharp – Left



 

W 050R   Sharp Corner - Right









 



W 061L Single  Chevron  Left 







W 070R Road narrows on Right

W 070L Road narrows on   Left 



W 061R Single  Right  Chevron



















W 091L Lane Loss on Left (2 to one Lane)













W 012L Side Road on Dual C’way – Left  (With CR Break)

W 095 Dual Carriageway Ends

W 080 Two-way Traffic

 



 



W 093L Lane Loss on Left (4 to 3 Lanes)







W 100 Start of Passing Lane

W 101 One-Lane Section

W 102 Two-Lane Section

W 103 Start of Climbing Lane

W 105 Steep Descent

W 112 Maximum Vehicle Length

W 113 Maximum Vehicle Width

W 114 Maximum Gross Weight Traffic Management

W 115 Maximum Gross Weight (Safety)

W 116 Maximum Axle Weight

W 122.1L Countdown Marker – Left

W 123 Risk of Grounding

W 124 Tram Crossing

                 

W 110 Restricted Headroom

W 111 Overhead Electrical Cables



Prohibited Number of Axles

W 022 T-Junction Ahead at Dual C’way (No CR Break)

W 030 Merging Traffic From Left

W 031 Merging with Traffic From Right

                          

W 032 Merging and Diverging Traffic



W 033 Loop

 

 

Level Crossing with Flashing Red Signals

 







 W 094 Road Divides



W 092R Lane Loss on Right (3 to 2 Lanes)

W 092L Lane Loss on Left (3 to 2 Lanes)

W 091L Lane Loss on Right (2 to one Lane)

 W 093L Lane Loss on Left (4 to 3 Lanes)



W 071 Road narrows on both sides



W 083 3 Lanes of Traffic (1 with, 2 against)

W 082 3 Lanes of Traffic (2 with, 1 against)



W 063R Multiple   (three)   Chevrons – Right

W 063L Multiple Chevrons  (three)  – Left

W 061R



W 053R Series of Sharp Bends    –Right



W 017R W 018LR W 019 W 017L W 018L Staggered CrossCrossroads Staggered CrossJunction with         Junction with     roads Ahead Major Road at Ahead at Dual roads Ahead Major Road at        – Right Sharp Corner – C’way – Left Sharp Corner Right – Left     

                        

W 043 Roundabout Ahead

   W 052L   W 053L W052R W 051L  Series of Sharp   Series of Sharp Series of Sharp  Sharp  Bend –    Right Left  Corners      Bends  Corners  –Left   Right





            W 117 W 120 W 121 W 021R Staggered Crossroads Ahead at Dual C’way – Right

  



RUS 061 GO (Manual Control) W 021L Staggered Crossroads Ahead at Dual C’way – Left



  

W 051L Sharp  Bend – Left

                       

W 020 T-Junction Ahead at Dual C’way (with CR Break)



W 042 Traffic Signals





                    RUS 033 LRT Speed Limit



  









W 041 Yield Ahead

W 040 Stop Ahead

Single Single    Chevron Chevron Right Right                 

 W 012L Side Road on Dual C’way – Left (With CR Break)

    





W 006L W 006R W 007LR W 007LR   W 012L W 008L W 008R Crossroads at Crossroads at Staggered JuncStaggered JuncSide Road on Two Junctions Two Junctions on         Sharp Corner Sharp Corner – tions tions Dual on Left   C’way  Right  – Left Left    – Left / Right / Right (With CR Break)  Right     Left       









 P 057   Limit  Time

   







W 033 Loop

W 106 Steep Ascent

(F 360 and F 361 are Information Signs – Not Regulatory)

F 212 Hospital Direction



Zonal No Parking

 



W 061R

 

 T 103 Pedestrian Route to Car Park

 



 

F 204 Disabled Persons’ Parking







P 053 Parking

 



RVMS 100 Road Tunnel Speed Limit

RUS 045 Periodic Speed Limit



 

RUS 058CL Segregated Cycle and Pedestrian Route (Cycle on Left)

F 330 Start of Motorway

RUS 038 No Pedestrians



RVMS 102 Variable Speed Limit



RUS 021 Pedestrianised Street

P052 Pedestrian Zone

RUS 039 120km/h Speed Limit

P 041 LRT Information

RUS 017 No U-Turn

F805 Fire Extinguisher, Telephone & Lay-by RUS 051 Maximum Vehicle Length

F 2806 Emergency Station

RUS 013 No Left Turn





P 051 Periods of Operation

P 050 Exceptions

 RUS 012 No Right Turn

 

 











 



Level Crossing With No Flashing Red  Signals

W 122.3L Countdown Marker – Left





W 122.2L Countdown Marker – Left





















 17/07/2013 09:45

 

 









RUS 005 Turn Right F 401 Speed Limit Ahead

F 402 Speed Camera Ahead

F 360 Start of Nearside with Bus Lane

F 361 Start of Offside With-flow Bus Lane

F 500 High Vehicle ADS (Straight Ahead)

F 501 High Vehicle ADS (Left or Right)

F 202 High Vehicle Direction

RUS 006 Turn Left

RUS 049 Mini Roundabout

F 510 Heavy Vehicle ADS (Straight Ahead)

RUS 007 Turn Left Ahead

RUS 008 Turn Right Ahead

RUS 050 No Entry

RUS 014 No Overtaking

RUS 011 No Straight Ahead

RUS 061 TÉIGH (Manual Control)



RUS 031 Bus Stop





P 001 Distance

P 002 Length

P 010 End

 







   

F 700 Toll Road Ahead

F701 Toll Plaza Ahead

F 800 Tunnel Name and Length

F 801 Turn Headlights on

F 802 Tunnel Radio Stations

F803 Emergency (Tunnel) Lay-by

F 804 Fire Extinguisher & Telephone

F807 Pedestration Exit

F 901 LRT Information

F 902 Junction Definition Post

F 903 Turn Back

F 904 Authorised Vehicles only

P 002 Length

P 042 Cycle Network Arrow

P 051 Periods of Operation

P 055 Pedestrian Zone

P 057 Time Limit

P 060 Oncoming Traffic

P 063 Traffic Calming Ahead

T 101 Information in Lay-by

T 102 Information in Lay-by Ahead

F 204 Disabled Persons’ Parking  Bay 

RUS 055 No Cycles

RUS 057  No Horse and Carts

RUS 052 Maximum Vehicle Width

RUS 016 Height Restriction

RUS 015 Maximum Gross Weight (Traffic Management)

RUS 053 Maximum Gross Weight (Safety)

RUS 054 Maximum Axle Weight

RUS 062 No Vehicle Carrying Explosives





RUS 047 Prohibited Axles in Right Hand Lanes

RUS 046 Prohibited Number of Axles



P 040 Reduce Speed Now



RUS 040 100km/h Speed Limit



T 100 Tourist Direction

RUS 041 80km/h Speed Limit



RUS 042 60km/h Speed Limit

RUS 043 50km/h Speed Limit

RUS 044 30km/h Speed Limit

RUS 010 Clearway

RUS 019 No Parking









 





RUS 018 Parking Permitted

RUS 020 Taxi Stand







W 001 Crossroads









 

 



 



P 054 km/h

                P 056  P 055

 

24-Hour Operation

T 104 Route Continuity

T 105 Tour Continuity

P 200 Parking 



F 201 Parking Ahead

F 202 Parking Direction





F 206 Cycle Parking

F 207 Park & Ride Direction

F 208 Park & Ride Advance Direction

F 201 Hospital

F 211 Hospital Ahead

RUS 058CR Segregated Cycle and Pedestrian Route (Cycle on Right)



 



RUS 009 Pedal Cycles Only

RUS 058 Shared Route for Pedal Cycles and Pedestrians











 

W 005R Y-Junction –    Right  









W 009L Side Road on Outside of Left Bend

 RUS 059 Contra-Flow Cycle Lane

F 360 Start of Nearside with-Flow Bus Lane

F 361 Start of Offside with-Flow Bus Lane

RUS  028  Nearside withFlow Bus Lane

RUS 030 RUS 029    Contra-Flow Bus Offside with-Flow Lane Bus Lane











   

 

   













W 002L SideRoad –  Left 



 

W 002R Side Road      Right 













 W 003R  

W 003L T-Junction    1) – Left (Type





T-Junction (Type 1) – Right







  

   W 004L 

      W 004R 

T-Junction  (Type 2) – Right

T-Junction (Type 2) – Left

 

 











 













W 009R Side Road on Outside of Right Bend









Side Road  on 

W 010L

Side Road on

Inside of Left Bend

Inside of Right Bend







W 010R







W 011L Crossroads on Left Bend



 









W 011R Crossroads on Right Bend

  









 

  W 005L    Y-Junction  Left







   

W 013 W 015 Side Road on Crossroads (Ma DualC’way – (No  jor Road Ahead) CR Break)

W 016 T Junction (Major Road Ahead)

 



F 213 Hospital Advance Direction

RUS 027 Stop

RUS 026 Yield

RUS 026 Geili Sli

RUS 001 Keep Left

RUS 002 Keep Right

RUS 003 Pass Either Side

RUS 004 Keep Straight Ahead

RUS 034 LRT Stop

RUS 035 LRT Yield

RUS 036 Nearside Tram Lane

RUS 037 Offside Tram Lane

RUS 032 School Warden

RUS 060 STOP (Manual Control)











Rennicks_Gate_Fold.indd 2











W 081 Two-way Traffic

  



  





W 044 MiniRoundabout Ahead 







W 050L   Corner Sharp – Left



 

W 050R   Sharp Corner - Right









 



W 061L Single  Chevron  Left 







W 070R Road narrows on Right

W 070L Road narrows on   Left 



W 061R Single  Right  Chevron



















W 091L Lane Loss on Left (2 to one Lane)













W 012L Side Road on Dual C’way – Left  (With CR Break)

W 095 Dual Carriageway Ends

W 080 Two-way Traffic

 



 



W 093L Lane Loss on Left (4 to 3 Lanes)







W 100 Start of Passing Lane

W 101 One-Lane Section

W 102 Two-Lane Section

W 103 Start of Climbing Lane

W 105 Steep Descent

W 112 Maximum Vehicle Length

W 113 Maximum Vehicle Width

W 114 Maximum Gross Weight Traffic Management

W 115 Maximum Gross Weight (Safety)

W 116 Maximum Axle Weight

W 122.1L Countdown Marker – Left

W 123 Risk of Grounding

W 124 Tram Crossing

                 

W 110 Restricted Headroom

W 111 Overhead Electrical Cables



Prohibited Number of Axles

W 022 T-Junction Ahead at Dual C’way (No CR Break)

W 030 Merging Traffic From Left

W 031 Merging with Traffic From Right

                          

W 032 Merging and Diverging Traffic



W 033 Loop

 

 

Level Crossing with Flashing Red Signals

 







 W 094 Road Divides



W 092R Lane Loss on Right (3 to 2 Lanes)

W 092L Lane Loss on Left (3 to 2 Lanes)

W 091L Lane Loss on Right (2 to one Lane)

 W 093L Lane Loss on Left (4 to 3 Lanes)



W 071 Road narrows on both sides



W 083 3 Lanes of Traffic (1 with, 2 against)

W 082 3 Lanes of Traffic (2 with, 1 against)



W 063R Multiple   (three)   Chevrons – Right

W 063L Multiple Chevrons  (three)  – Left

W 061R



W 053R Series of Sharp Bends    –Right



W 017R W 018LR W 019 W 017L W 018L Staggered CrossCrossroads Staggered CrossJunction with         Junction with     roads Ahead Major Road at Ahead at Dual roads Ahead Major Road at        – Right Sharp Corner – C’way – Left Sharp Corner Right – Left     

                        

W 043 Roundabout Ahead

   W 052L   W 053L W052R W 051L  Series of Sharp   Series of Sharp Series of Sharp  Sharp  Bend –    Right Left  Corners      Bends  Corners  –Left   Right





            W 117 W 120 W 121 W 021R Staggered Crossroads Ahead at Dual C’way – Right

  



RUS 061 GO (Manual Control) W 021L Staggered Crossroads Ahead at Dual C’way – Left



  

W 051L Sharp  Bend – Left

                       

W 020 T-Junction Ahead at Dual C’way (with CR Break)



W 042 Traffic Signals





                    RUS 033 LRT Speed Limit



  









W 041 Yield Ahead

W 040 Stop Ahead

Single Single    Chevron Chevron Right Right                 

 W 012L Side Road on Dual C’way – Left (With CR Break)

    





W 006L W 006R W 007LR W 007LR   W 012L W 008L W 008R Crossroads at Crossroads at Staggered JuncStaggered JuncSide Road on Two Junctions Two Junctions on         Sharp Corner Sharp Corner – tions tions Dual on Left   C’way  Right  – Left Left    – Left / Right / Right (With CR Break)  Right     Left       









 P 057   Limit  Time

   







W 033 Loop

W 106 Steep Ascent

(F 360 and F 361 are Information Signs – Not Regulatory)

F 212 Hospital Direction



Zonal No Parking

 



W 061R

 

 T 103 Pedestrian Route to Car Park

 



 

F 204 Disabled Persons’ Parking







P 053 Parking

 



RVMS 100 Road Tunnel Speed Limit

RUS 045 Periodic Speed Limit



 

RUS 058CL Segregated Cycle and Pedestrian Route (Cycle on Left)

F 330 Start of Motorway

RUS 038 No Pedestrians



RVMS 102 Variable Speed Limit



RUS 021 Pedestrianised Street

P052 Pedestrian Zone

RUS 039 120km/h Speed Limit

P 041 LRT Information

RUS 017 No U-Turn

F805 Fire Extinguisher, Telephone & Lay-by RUS 051 Maximum Vehicle Length

F 2806 Emergency Station

RUS 013 No Left Turn





P 051 Periods of Operation

P 050 Exceptions

 RUS 012 No Right Turn

 

 











 



Level Crossing With No Flashing Red  Signals

W 122.3L Countdown Marker – Left





W 122.2L Countdown Marker – Left





















 17/07/2013 09:45

 

 









RUS 005 Turn Right F 401 Speed Limit Ahead

F 402 Speed Camera Ahead

F 360 Start of Nearside with Bus Lane

F 361 Start of Offside With-flow Bus Lane

F 500 High Vehicle ADS (Straight Ahead)

F 501 High Vehicle ADS (Left or Right)

F 202 High Vehicle Direction

RUS 006 Turn Left

RUS 049 Mini Roundabout

F 510 Heavy Vehicle ADS (Straight Ahead)

RUS 007 Turn Left Ahead

RUS 008 Turn Right Ahead

RUS 050 No Entry

RUS 014 No Overtaking

RUS 011 No Straight Ahead

RUS 061 TÉIGH (Manual Control)



RUS 031 Bus Stop





P 001 Distance

P 002 Length

P 010 End

 







   

F 700 Toll Road Ahead

F701 Toll Plaza Ahead

F 800 Tunnel Name and Length

F 801 Turn Headlights on

F 802 Tunnel Radio Stations

F803 Emergency (Tunnel) Lay-by

F 804 Fire Extinguisher & Telephone

F807 Pedestration Exit

F 901 LRT Information

F 902 Junction Definition Post

F 903 Turn Back

F 904 Authorised Vehicles only

P 002 Length

P 042 Cycle Network Arrow

P 051 Periods of Operation

P 055 Pedestrian Zone

P 057 Time Limit

P 060 Oncoming Traffic

P 063 Traffic Calming Ahead

T 101 Information in Lay-by

T 102 Information in Lay-by Ahead

F 204 Disabled Persons’ Parking  Bay 

RUS 055 No Cycles

RUS 057  No Horse and Carts

RUS 052 Maximum Vehicle Width

RUS 016 Height Restriction

RUS 015 Maximum Gross Weight (Traffic Management)

RUS 053 Maximum Gross Weight (Safety)

RUS 054 Maximum Axle Weight

RUS 062 No Vehicle Carrying Explosives





RUS 047 Prohibited Axles in Right Hand Lanes

RUS 046 Prohibited Number of Axles



P 040 Reduce Speed Now



RUS 040 100km/h Speed Limit



T 100 Tourist Direction

RUS 041 80km/h Speed Limit



RUS 042 60km/h Speed Limit

RUS 043 50km/h Speed Limit

RUS 044 30km/h Speed Limit

RUS 010 Clearway

RUS 019 No Parking









 





RUS 018 Parking Permitted

RUS 020 Taxi Stand







W 001 Crossroads









 

 



 



P 054 km/h

                P 056  P 055

 

24-Hour Operation

T 104 Route Continuity

T 105 Tour Continuity

P 200 Parking 



F 201 Parking Ahead

F 202 Parking Direction





F 206 Cycle Parking

F 207 Park & Ride Direction

F 208 Park & Ride Advance Direction

F 201 Hospital

F 211 Hospital Ahead

RUS 058CR Segregated Cycle and Pedestrian Route (Cycle on Right)



 



RUS 009 Pedal Cycles Only

RUS 058 Shared Route for Pedal Cycles and Pedestrians











 

W 005R Y-Junction –    Right  









W 009L Side Road on Outside of Left Bend

 RUS 059 Contra-Flow Cycle Lane

F 360 Start of Nearside with-Flow Bus Lane

F 361 Start of Offside with-Flow Bus Lane

RUS  028  Nearside withFlow Bus Lane

RUS 030 RUS 029    Contra-Flow Bus Offside with-Flow Lane Bus Lane











   

 

   













W 002L SideRoad –  Left 



 

W 002R Side Road      Right 













 W 003R  

W 003L T-Junction    1) – Left (Type





T-Junction (Type 1) – Right







  

   W 004L 

      W 004R 

T-Junction  (Type 2) – Right

T-Junction (Type 2) – Left

 

 











 













W 009R Side Road on Outside of Right Bend









Side Road  on 

W 010L

Side Road on

Inside of Left Bend

Inside of Right Bend







W 010R







W 011L Crossroads on Left Bend



 









W 011R Crossroads on Right Bend

  









 

  W 005L    Y-Junction  Left







   

W 013 W 015 Side Road on Crossroads (Ma DualC’way – (No  jor Road Ahead) CR Break)

W 016 T Junction (Major Road Ahead)

 



F 213 Hospital Advance Direction

RUS 027 Stop

RUS 026 Yield

RUS 026 Geili Sli

RUS 001 Keep Left

RUS 002 Keep Right

RUS 003 Pass Either Side

RUS 004 Keep Straight Ahead

RUS 034 LRT Stop

RUS 035 LRT Yield

RUS 036 Nearside Tram Lane

RUS 037 Offside Tram Lane

RUS 032 School Warden

RUS 060 STOP (Manual Control)











Rennicks_Gate_Fold.indd 2











W 081 Two-way Traffic

  



  





W 044 MiniRoundabout Ahead 







W 050L   Corner Sharp – Left



 

W 050R   Sharp Corner - Right









 



W 061L Single  Chevron  Left 







W 070R Road narrows on Right

W 070L Road narrows on   Left 



W 061R Single  Right  Chevron



















W 091L Lane Loss on Left (2 to one Lane)













W 012L Side Road on Dual C’way – Left  (With CR Break)

W 095 Dual Carriageway Ends

W 080 Two-way Traffic

 



 



W 093L Lane Loss on Left (4 to 3 Lanes)







W 100 Start of Passing Lane

W 101 One-Lane Section

W 102 Two-Lane Section

W 103 Start of Climbing Lane

W 105 Steep Descent

W 112 Maximum Vehicle Length

W 113 Maximum Vehicle Width

W 114 Maximum Gross Weight Traffic Management

W 115 Maximum Gross Weight (Safety)

W 116 Maximum Axle Weight

W 122.1L Countdown Marker – Left

W 123 Risk of Grounding

W 124 Tram Crossing

                 

W 110 Restricted Headroom

W 111 Overhead Electrical Cables



Prohibited Number of Axles

W 022 T-Junction Ahead at Dual C’way (No CR Break)

W 030 Merging Traffic From Left

W 031 Merging with Traffic From Right

                          

W 032 Merging and Diverging Traffic



W 033 Loop

 

 

Level Crossing with Flashing Red Signals

 







 W 094 Road Divides



W 092R Lane Loss on Right (3 to 2 Lanes)

W 092L Lane Loss on Left (3 to 2 Lanes)

W 091L Lane Loss on Right (2 to one Lane)

 W 093L Lane Loss on Left (4 to 3 Lanes)



W 071 Road narrows on both sides



W 083 3 Lanes of Traffic (1 with, 2 against)

W 082 3 Lanes of Traffic (2 with, 1 against)



W 063R Multiple   (three)   Chevrons – Right

W 063L Multiple Chevrons  (three)  – Left

W 061R



W 053R Series of Sharp Bends    –Right



W 017R W 018LR W 019 W 017L W 018L Staggered CrossCrossroads Staggered CrossJunction with         Junction with     roads Ahead Major Road at Ahead at Dual roads Ahead Major Road at        – Right Sharp Corner – C’way – Left Sharp Corner Right – Left     

                        

W 043 Roundabout Ahead

   W 052L   W 053L W052R W 051L  Series of Sharp   Series of Sharp Series of Sharp  Sharp  Bend –    Right Left  Corners      Bends  Corners  –Left   Right





            W 117 W 120 W 121 W 021R Staggered Crossroads Ahead at Dual C’way – Right

  



RUS 061 GO (Manual Control) W 021L Staggered Crossroads Ahead at Dual C’way – Left



  

W 051L Sharp  Bend – Left

                       

W 020 T-Junction Ahead at Dual C’way (with CR Break)



W 042 Traffic Signals





                    RUS 033 LRT Speed Limit



  









W 041 Yield Ahead

W 040 Stop Ahead

Single Single    Chevron Chevron Right Right                 

 W 012L Side Road on Dual C’way – Left (With CR Break)

    





W 006L W 006R W 007LR W 007LR   W 012L W 008L W 008R Crossroads at Crossroads at Staggered JuncStaggered JuncSide Road on Two Junctions Two Junctions on         Sharp Corner Sharp Corner – tions tions Dual on Left   C’way  Right  – Left Left    – Left / Right / Right (With CR Break)  Right     Left       









 P 057   Limit  Time

   







W 033 Loop

W 106 Steep Ascent

(F 360 and F 361 are Information Signs – Not Regulatory)

F 212 Hospital Direction



Zonal No Parking

 



W 061R

 

 T 103 Pedestrian Route to Car Park

 



 

F 204 Disabled Persons’ Parking







P 053 Parking

 



RVMS 100 Road Tunnel Speed Limit

RUS 045 Periodic Speed Limit



 

RUS 058CL Segregated Cycle and Pedestrian Route (Cycle on Left)

F 330 Start of Motorway

RUS 038 No Pedestrians



RVMS 102 Variable Speed Limit



RUS 021 Pedestrianised Street

P052 Pedestrian Zone

RUS 039 120km/h Speed Limit

P 041 LRT Information

RUS 017 No U-Turn

F805 Fire Extinguisher, Telephone & Lay-by RUS 051 Maximum Vehicle Length

F 2806 Emergency Station

RUS 013 No Left Turn





P 051 Periods of Operation

P 050 Exceptions

 RUS 012 No Right Turn

 

 











 



Level Crossing With No Flashing Red  Signals

W 122.3L Countdown Marker – Left





W 122.2L Countdown Marker – Left





















 17/07/2013 09:45

 

 









RUS 005 Turn Right F 401 Speed Limit Ahead

F 402 Speed Camera Ahead

F 360 Start of Nearside with Bus Lane

F 361 Start of Offside With-flow Bus Lane

F 500 High Vehicle ADS (Straight Ahead)

F 501 High Vehicle ADS (Left or Right)

F 202 High Vehicle Direction

RUS 006 Turn Left

RUS 049 Mini Roundabout

F 510 Heavy Vehicle ADS (Straight Ahead)

RUS 007 Turn Left Ahead

RUS 008 Turn Right Ahead

RUS 050 No Entry

RUS 014 No Overtaking

RUS 011 No Straight Ahead

RUS 061 TÉIGH (Manual Control)



RUS 031 Bus Stop





P 001 Distance

P 002 Length

P 010 End

 







   

F 700 Toll Road Ahead

F701 Toll Plaza Ahead

F 800 Tunnel Name and Length

F 801 Turn Headlights on

F 802 Tunnel Radio Stations

F803 Emergency (Tunnel) Lay-by

F 804 Fire Extinguisher & Telephone

F807 Pedestration Exit

F 901 LRT Information

F 902 Junction Definition Post

F 903 Turn Back

F 904 Authorised Vehicles only

P 002 Length

P 042 Cycle Network Arrow

P 051 Periods of Operation

P 055 Pedestrian Zone

P 057 Time Limit

P 060 Oncoming Traffic

P 063 Traffic Calming Ahead

T 101 Information in Lay-by

T 102 Information in Lay-by Ahead

F 204 Disabled Persons’ Parking  Bay 

RUS 055 No Cycles

RUS 057  No Horse and Carts

RUS 052 Maximum Vehicle Width

RUS 016 Height Restriction

RUS 015 Maximum Gross Weight (Traffic Management)

RUS 053 Maximum Gross Weight (Safety)

RUS 054 Maximum Axle Weight

RUS 062 No Vehicle Carrying Explosives





RUS 047 Prohibited Axles in Right Hand Lanes

RUS 046 Prohibited Number of Axles



P 040 Reduce Speed Now



RUS 040 100km/h Speed Limit



T 100 Tourist Direction

RUS 041 80km/h Speed Limit



RUS 042 60km/h Speed Limit

RUS 043 50km/h Speed Limit

RUS 044 30km/h Speed Limit

RUS 010 Clearway

RUS 019 No Parking









 





RUS 018 Parking Permitted

RUS 020 Taxi Stand







W 001 Crossroads









 

 



 



P 054 km/h

                P 056  P 055

 

24-Hour Operation

T 104 Route Continuity

T 105 Tour Continuity

P 200 Parking 



F 201 Parking Ahead

F 202 Parking Direction





F 206 Cycle Parking

F 207 Park & Ride Direction

F 208 Park & Ride Advance Direction

F 201 Hospital

F 211 Hospital Ahead

RUS 058CR Segregated Cycle and Pedestrian Route (Cycle on Right)



 



RUS 009 Pedal Cycles Only

RUS 058 Shared Route for Pedal Cycles and Pedestrians











 

W 005R Y-Junction –    Right  









W 009L Side Road on Outside of Left Bend

 RUS 059 Contra-Flow Cycle Lane

F 360 Start of Nearside with-Flow Bus Lane

F 361 Start of Offside with-Flow Bus Lane

RUS  028  Nearside withFlow Bus Lane

RUS 030 RUS 029    Contra-Flow Bus Offside with-Flow Lane Bus Lane











   

 

   













W 002L SideRoad –  Left 



 

W 002R Side Road      Right 













 W 003R  

W 003L T-Junction    1) – Left (Type





T-Junction (Type 1) – Right







  

   W 004L 

      W 004R 

T-Junction  (Type 2) – Right

T-Junction (Type 2) – Left

 

 











 













W 009R Side Road on Outside of Right Bend









Side Road  on 

W 010L

Side Road on

Inside of Left Bend

Inside of Right Bend







W 010R







W 011L Crossroads on Left Bend



 









W 011R Crossroads on Right Bend

  









 

  W 005L    Y-Junction  Left







   

W 013 W 015 Side Road on Crossroads (Ma DualC’way – (No  jor Road Ahead) CR Break)

W 016 T Junction (Major Road Ahead)

 



F 213 Hospital Advance Direction

RUS 027 Stop

RUS 026 Yield

RUS 026 Geili Sli

RUS 001 Keep Left

RUS 002 Keep Right

RUS 003 Pass Either Side

RUS 004 Keep Straight Ahead

RUS 034 LRT Stop

RUS 035 LRT Yield

RUS 036 Nearside Tram Lane

RUS 037 Offside Tram Lane

RUS 032 School Warden

RUS 060 STOP (Manual Control)











Rennicks_Gate_Fold.indd 2











W 081 Two-way Traffic

  



  





W 044 MiniRoundabout Ahead 







W 050L   Corner Sharp – Left



 

W 050R   Sharp Corner - Right









 



W 061L Single  Chevron  Left 







W 070R Road narrows on Right

W 070L Road narrows on   Left 



W 061R Single  Right  Chevron



















W 091L Lane Loss on Left (2 to one Lane)













W 012L Side Road on Dual C’way – Left  (With CR Break)

W 095 Dual Carriageway Ends

W 080 Two-way Traffic

 



 



W 093L Lane Loss on Left (4 to 3 Lanes)







W 100 Start of Passing Lane

W 101 One-Lane Section

W 102 Two-Lane Section

W 103 Start of Climbing Lane

W 105 Steep Descent

W 112 Maximum Vehicle Length

W 113 Maximum Vehicle Width

W 114 Maximum Gross Weight Traffic Management

W 115 Maximum Gross Weight (Safety)

W 116 Maximum Axle Weight

W 122.1L Countdown Marker – Left

W 123 Risk of Grounding

W 124 Tram Crossing

                 

W 110 Restricted Headroom

W 111 Overhead Electrical Cables



Prohibited Number of Axles

W 022 T-Junction Ahead at Dual C’way (No CR Break)

W 030 Merging Traffic From Left

W 031 Merging with Traffic From Right

                          

W 032 Merging and Diverging Traffic



W 033 Loop

 

 

Level Crossing with Flashing Red Signals

 







 W 094 Road Divides



W 092R Lane Loss on Right (3 to 2 Lanes)

W 092L Lane Loss on Left (3 to 2 Lanes)

W 091L Lane Loss on Right (2 to one Lane)

 W 093L Lane Loss on Left (4 to 3 Lanes)



W 071 Road narrows on both sides



W 083 3 Lanes of Traffic (1 with, 2 against)

W 082 3 Lanes of Traffic (2 with, 1 against)



W 063R Multiple   (three)   Chevrons – Right

W 063L Multiple Chevrons  (three)  – Left

W 061R



W 053R Series of Sharp Bends    –Right



W 017R W 018LR W 019 W 017L W 018L Staggered CrossCrossroads Staggered CrossJunction with         Junction with     roads Ahead Major Road at Ahead at Dual roads Ahead Major Road at        – Right Sharp Corner – C’way – Left Sharp Corner Right – Left     

                        

W 043 Roundabout Ahead

   W 052L   W 053L W052R W 051L  Series of Sharp   Series of Sharp Series of Sharp  Sharp  Bend –    Right Left  Corners      Bends  Corners  –Left   Right





            W 117 W 120 W 121 W 021R Staggered Crossroads Ahead at Dual C’way – Right

  



RUS 061 GO (Manual Control) W 021L Staggered Crossroads Ahead at Dual C’way – Left



  

W 051L Sharp  Bend – Left

                       

W 020 T-Junction Ahead at Dual C’way (with CR Break)



W 042 Traffic Signals





                    RUS 033 LRT Speed Limit



  









W 041 Yield Ahead

W 040 Stop Ahead

Single Single    Chevron Chevron Right Right                 

 W 012L Side Road on Dual C’way – Left (With CR Break)

    





W 006L W 006R W 007LR W 007LR   W 012L W 008L W 008R Crossroads at Crossroads at Staggered JuncStaggered JuncSide Road on Two Junctions Two Junctions on         Sharp Corner Sharp Corner – tions tions Dual on Left   C’way  Right  – Left Left    – Left / Right / Right (With CR Break)  Right     Left       









 P 057   Limit  Time

   







W 033 Loop

W 106 Steep Ascent

(F 360 and F 361 are Information Signs – Not Regulatory)

F 212 Hospital Direction



Zonal No Parking

 



W 061R

 

 T 103 Pedestrian Route to Car Park

 



 

F 204 Disabled Persons’ Parking







P 053 Parking

 



RVMS 100 Road Tunnel Speed Limit

RUS 045 Periodic Speed Limit



 

RUS 058CL Segregated Cycle and Pedestrian Route (Cycle on Left)

F 330 Start of Motorway

RUS 038 No Pedestrians



RVMS 102 Variable Speed Limit



RUS 021 Pedestrianised Street

P052 Pedestrian Zone

RUS 039 120km/h Speed Limit

P 041 LRT Information

RUS 017 No U-Turn

F805 Fire Extinguisher, Telephone & Lay-by RUS 051 Maximum Vehicle Length

F 2806 Emergency Station

RUS 013 No Left Turn





P 051 Periods of Operation

P 050 Exceptions

 RUS 012 No Right Turn

 

 











 



Level Crossing With No Flashing Red  Signals

W 122.3L Countdown Marker – Left





W 122.2L Countdown Marker – Left





















 17/07/2013 09:45

 















 





   



 













       

W 122.3R Countdown Marker – Right





W 122.2R Countdown Marker – Right







W 122.1R Countdown Marker – Right



W 125 Tram Advisory Speed





W 130 Road Hump

W 131 Road Depression

W 132 Humpback Bridge

P 068 Turn Engine Off When Stopped

W 133 Uneven Road



P 069 Hazard

P 070  Hazard – Direction &  Distance



W 140 Pedestrians

W 135 Soft Verge

W 151 Cattle or Farm Animals

W 152 Sheep

W 142 Children Crossing

W 141 School Ahead

W 153 Deer or Wild Animals

W 160 Unprotected Water



W 143 Cyclists

W 161 Ford

W 162 Tunnel

WK 013 Return to Main Carriageway (One Lane)

W 150 Accompanied Horses

W 144 Slippery for Cyclists

W 163 Queues Likely



WK 021 Lanes Rejoin at Crossover

W 166 Crosswind

W 167 Opening Bridge

W 168 Tractors



W 169  Drive on Left



W 170   Other Hazard

 

 

W 186 Safety Barrier Reflector





W 181G  Large  Nosing   Marker







W 181G Small Nosing   Marker









W 180L W 180R Hazard Marker Hazard Marker Post Post– Right  – Lefthand  hand     side side   

 W 183 Barrier Board – three bars









WK 040 Offside Lane (of Two) Closed

WK 022 WK 023 WK 030 WK 031 Two-Lane Two-Lane  Single Lane (for Two Way Crossover Crossover Shuttle Working)      Traffic (out) (back) 



 Board  – Barrier     four bars



P 003L Direction  – Left   



 



 P 004L

P 003R Direction – Right



 





 

 

 P 004R  Direction & Direction & – Right Distance – Left  Distance 



 

 

 



 –  Barrier Board     five bars



P 001 Distance

 



 









 P 011 Cautionary Speed

P 010 End

P 005 Both Ways







WK 042 WK 043 Offside Lane  Nearside Lane (of Three) Closed (of Three) Closed

WK 041 Nearside Lane  (of Two) Closed



P 002

 Length   













WK 048 Two    Offside  Lanes (of Four) Closed

WK 049 Two Nearside   (of Four) Lanes  Closed

WK 050 Side Road on left 







P 062 Long Low Vehicles











P 064 Tram Track





P 065 Oil Spill

F 204 Disabled Persons’  Bay  Parking

F 208 Park & Ride Direction

F 210 Hospital

F 211 Hospital Ahead

F 212 Hospital Direction

F 213 Hospital Advance Direction

F 232 Station Direction

F 233 Station Advance Direction

F 242 Ferry Terminal Direction

F 243 Ferry Terminal Advance Direction

F 252 Industrial Estate Direction

F 302 Additional Lane   from Left  Joining (3 to 4)

F 303 Additional Lanes Joining  from Right (2 to 3)

F 205 Bus Parking 



F 206 Cycle Parking

F 207 Park & Ride Direction

F 220 Airport

F 222 Airport Direction

F 223 Airport Advance Direction

F 260 Garda Station

F 261 Garda Only

F 301 Additional Lane Joining from left (2 to 3)





WK 032 Road Narrows  on Left

               WK 033 WK 034  Road Narrows on Right

Road Narrows on Both Sides

 P 040 Reduce Speed Now

WK 062 Queues Likely





















P 068 Ice

P 067 Safe Headroom

WK 044 WK 045 Two Offside Two Nearside  Lanes (of Three) Lanes (of Three)  Closed Closed

WK 047 WK 046 Nearside Lane Offside Lane    (of Four) Closed (of Four) Closed

WK 051 Side Road on Right







      WK 052 WK 053 WK 060 WK 061      Site Access on Site Access on Temporary Traffic Flagman Ahead   Left  Right Signals

WK 070 Hump or Bump

WK 071 Uneven Surface

WK 072 Slippery Road

WK 073 Loose Chippings

WK 074 Soft Verge

WK 080 Pedestrians Cross to Left

WK 081 Pedestrians Cross to Right



WK 090 Detour

WK 091 Diverted Traffic



F 304 F 305 F 306 Additional Lanes Additional Lanes Additional Lanes Joining from Left Joining from Joining from left Right – Left Joining – left joining lane  Lane  Continues  continues   (3 to 4)   (2 to 3) (3 to 4)

F 307 Additional Lanes Joining from Right left joining  lane   continues (2 to 3)





WK 091 Diverted Traffic

WK 091 Diverted Traffic



 



MAKING IRELAND’S ROADS SAFER

F 310 Additional Lanes Joining from left     – Right joining lane continues (3 to 4)

F 311  Additional Lanes Joiningfrom  – Right  Right joining lane continues (2 to 3)



WK 093 Detour Destination

WK 094 Road Closed

    F 313 F 312 Lane Gain Additional Lanes Between Joining from   Junctions Right –Right (2 to 3) joining lane      continues (3 to 4)





SUMMARY OF REGULATORY SIGNS 



F 309 Additional Lanes  Joining from left  – Right  lane  joining  continues (2 to  3)



 F314 Lane Gain Between Junctions (2 to 3)







F 322

F 323 Lane Diverge(Three Lanes)

Lane Diverge (Two Lanes)



















F 324 Lane Diverge (Four  Lanes)











F 330 Start of  Motorway



F 331 Motorway  Regulations  Ahead 

 

F 332 Motorway Ahead 









 

WK 092 End of Detour







WK 091 Diverted Traffic



F 308 Additional Lanes  Joining from Right   Left  joining lane continues (3 to 4)

 

 

F 333 End of Motorway

F 314 End of Motorway ahead







F 340 Countdown Marker

F 350 Cul-de-sac



F 400 Metric Speed Limit  Information

    

Rennicks_Gate_Fold.indd 1

F 203 Parking Advance Direction

         

     

 

P 063 Traffic Calming

F 202 Parking Direction

  



 P 061 Another train coming

F 201 Parking Ahead

WK 020 Lanes Diverge at Crossover



P 060 Oncoming Traffic in Middle of Road





F 200 Parking





    W 185







            







WK 012 Move to Left (One Lane)

                



W 184  

WK 011 One-Lane Crossover (back)



             

W 164 Falling Rocks

  

   WK 015 WK 017   WK 018 WK 019 WK 016  Return to Main End of Start of  End of Obstruction     Carriageway Obstruction Central Reserve Central Reserve between Lanes   (Two Lanes) between Lanes or Obstruction or Obstruction

WK 014 Move to Left (Two Lanes)







         

 W 165 Low-flying Aircraft

WK 010  One-Lane Crossover (out)

               

 W 134 Slippery Road

WK 001 End of Roadworks

WK 001 Roadworks Ahead







   



 





 17/07/2013 09:45















 





   



 













       

W 122.3R Countdown Marker – Right





W 122.2R Countdown Marker – Right







W 122.1R Countdown Marker – Right



W 125 Tram Advisory Speed





W 130 Road Hump

W 131 Road Depression

W 132 Humpback Bridge

P 068 Turn Engine Off When Stopped

W 133 Uneven Road



P 069 Hazard

P 070  Hazard – Direction &  Distance



W 140 Pedestrians

W 135 Soft Verge

W 151 Cattle or Farm Animals

W 152 Sheep

W 142 Children Crossing

W 141 School Ahead

W 153 Deer or Wild Animals

W 160 Unprotected Water



W 143 Cyclists

W 161 Ford

W 162 Tunnel

WK 013 Return to Main Carriageway (One Lane)

W 150 Accompanied Horses

W 144 Slippery for Cyclists

W 163 Queues Likely



WK 021 Lanes Rejoin at Crossover

W 166 Crosswind

W 167 Opening Bridge

W 168 Tractors



W 169  Drive on Left



W 170   Other Hazard

 

 

W 186 Safety Barrier Reflector





W 181G  Large  Nosing   Marker







W 181G Small Nosing   Marker









W 180L W 180R Hazard Marker Hazard Marker Post Post– Right  – Lefthand  hand     side side   

 W 183 Barrier Board – three bars









WK 040 Offside Lane (of Two) Closed

WK 022 WK 023 WK 030 WK 031 Two-Lane Two-Lane  Single Lane (for Two Way Crossover Crossover Shuttle Working)      Traffic (out) (back) 



 Board  – Barrier     four bars



P 003L Direction  – Left   



 



 P 004L

P 003R Direction – Right



 





 

 

 P 004R  Direction & Direction & – Right Distance – Left  Distance 



 

 

 



 –  Barrier Board     five bars



P 001 Distance

 



 









 P 011 Cautionary Speed

P 010 End

P 005 Both Ways







WK 042 WK 043 Offside Lane  Nearside Lane (of Three) Closed (of Three) Closed

WK 041 Nearside Lane  (of Two) Closed



P 002

 Length   













WK 048 Two    Offside  Lanes (of Four) Closed

WK 049 Two Nearside   (of Four) Lanes  Closed

WK 050 Side Road on left 







P 062 Long Low Vehicles











P 064 Tram Track





P 065 Oil Spill

F 204 Disabled Persons’  Bay  Parking

F 208 Park & Ride Direction

F 210 Hospital

F 211 Hospital Ahead

F 212 Hospital Direction

F 213 Hospital Advance Direction

F 232 Station Direction

F 233 Station Advance Direction

F 242 Ferry Terminal Direction

F 243 Ferry Terminal Advance Direction

F 252 Industrial Estate Direction

F 302 Additional Lane   from Left  Joining (3 to 4)

F 303 Additional Lanes Joining  from Right (2 to 3)

F 205 Bus Parking 



F 206 Cycle Parking

F 207 Park & Ride Direction

F 220 Airport

F 222 Airport Direction

F 223 Airport Advance Direction

F 260 Garda Station

F 261 Garda Only

F 301 Additional Lane Joining from left (2 to 3)





WK 032 Road Narrows  on Left

               WK 033 WK 034  Road Narrows on Right

Road Narrows on Both Sides

 P 040 Reduce Speed Now

WK 062 Queues Likely





















P 068 Ice

P 067 Safe Headroom

WK 044 WK 045 Two Offside Two Nearside  Lanes (of Three) Lanes (of Three)  Closed Closed

WK 047 WK 046 Nearside Lane Offside Lane    (of Four) Closed (of Four) Closed

WK 051 Side Road on Right







      WK 052 WK 053 WK 060 WK 061      Site Access on Site Access on Temporary Traffic Flagman Ahead   Left  Right Signals

WK 070 Hump or Bump

WK 071 Uneven Surface

WK 072 Slippery Road

WK 073 Loose Chippings

WK 074 Soft Verge

WK 080 Pedestrians Cross to Left

WK 081 Pedestrians Cross to Right



WK 090 Detour

WK 091 Diverted Traffic



F 304 F 305 F 306 Additional Lanes Additional Lanes Additional Lanes Joining from Left Joining from Joining from left Right – Left Joining – left joining lane  Lane  Continues  continues   (3 to 4)   (2 to 3) (3 to 4)

F 307 Additional Lanes Joining from Right left joining  lane   continues (2 to 3)





WK 091 Diverted Traffic

WK 091 Diverted Traffic



 



MAKING IRELAND’S ROADS SAFER

F 310 Additional Lanes Joining from left     – Right joining lane continues (3 to 4)

F 311  Additional Lanes Joiningfrom  – Right  Right joining lane continues (2 to 3)



WK 093 Detour Destination

WK 094 Road Closed

    F 313 F 312 Lane Gain Additional Lanes Between Joining from   Junctions Right –Right (2 to 3) joining lane      continues (3 to 4)





SUMMARY OF REGULATORY SIGNS 



F 309 Additional Lanes  Joining from left  – Right  lane  joining  continues (2 to  3)



 F314 Lane Gain Between Junctions (2 to 3)







F 322

F 323 Lane Diverge(Three Lanes)

Lane Diverge (Two Lanes)



















F 324 Lane Diverge (Four  Lanes)











F 330 Start of  Motorway



F 331 Motorway  Regulations  Ahead 

 

F 332 Motorway Ahead 









 

WK 092 End of Detour







WK 091 Diverted Traffic



F 308 Additional Lanes  Joining from Right   Left  joining lane continues (3 to 4)

 

 

F 333 End of Motorway

F 314 End of Motorway ahead







F 340 Countdown Marker

F 350 Cul-de-sac



F 400 Metric Speed Limit  Information

    

Rennicks_Gate_Fold.indd 1

F 203 Parking Advance Direction

         

     

 

P 063 Traffic Calming

F 202 Parking Direction

  



 P 061 Another train coming

F 201 Parking Ahead

WK 020 Lanes Diverge at Crossover



P 060 Oncoming Traffic in Middle of Road





F 200 Parking





    W 185







            







WK 012 Move to Left (One Lane)

                



W 184  

WK 011 One-Lane Crossover (back)



             

W 164 Falling Rocks

  

   WK 015 WK 017   WK 018 WK 019 WK 016  Return to Main End of Start of  End of Obstruction     Carriageway Obstruction Central Reserve Central Reserve between Lanes   (Two Lanes) between Lanes or Obstruction or Obstruction

WK 014 Move to Left (Two Lanes)







         

 W 165 Low-flying Aircraft

WK 010  One-Lane Crossover (out)

               

 W 134 Slippery Road

WK 001 End of Roadworks

WK 001 Roadworks Ahead







   



 





 17/07/2013 09:45

PRODUCT GUIDE / JULY 2013

23

24

MAKING IRELAND’S ROADS SAFER

WORKING TOGETHER... GROWING TOGETHER

Rennicks Sign Manufacturing Kilbride Mulhuddart Dublin

Rennick_Dee_Cover.indd 1

T: 01 885 9200 F: 01 885 9210 E: sales@rennicks.com

www.rennicks.com

PRODUCT GUIDE JULY 2013

17/07/2013 08:40