series 5100 - tiipublications.ie

Standard Construction Details – Series 5100

July 2021

TRANSPORT INFRASTRUCTURE IRELAND (TII) PUBLICATIONS

Standard Construction Details (SCDs) – Series 5100 TII Publications contains Standard Construction Details (SCDs) for use on National Road schemes in Ireland. This composite document brings together all the Series 5100 SCDs from TII Publications current at the date of this document’s publication, into a single location for convenience.

Every effort has been made to keep this composite document updated and available from the TII Publications website (http://www.tiipublications.ie/). Please note that the SCD drawings available from the TII Publications website (individually linked below) are the controlled versions for all SCDs.

The SCDs contained in this document are as follows:

Series 5100

CC-SCD-05101 Gateway: Type A Design - Overall Dimension 10.4m Minimum

CC-SCD-05102 Gateway: Type B Design - Overall Dimension 15.15m Minimum

CC-SCD-05103 Plan of Road on Approach to Gateway: Type B Design

CC-SCD-05104 Gateway: Type C Design - Overall Dimension 19.1m Minimum

CC-SCD-05105 Plan of Road on Approach to Gateway: Type C Design

CC-SCD-05106 Transition Zone - Sample Layouts When Available Width Between 9.6m to 11.6m



CC-SCD-05109 Transition Zone - Sample Layouts when Available Width 16.9m or Greater

CC-SCD-05110

Transition Zone - Plan of Cycle Bypass from Gateway Through to Carriageway Return Where Restricted Width Ahead

CC-SCD-05111 Transition Zone - Provision of Horizontal Lateral Shift Road Width Greater than 8.6m

CC-SCD-05112 Plan of Kerbed Build-Out from Footpath

CC-SCD-05113 Plan of Central Island

CC-SCD-05114 Plan of Corner Footpath Detail at Side Road

CC-SCD-05115 Double Build-out Option with Raised Table and Crossing Facility

CC-SCD-05116 Position of Rural Fringe Sign

CC-SCD-05117 Traffic Calming Sign

CC-SCD-05118 Do Not Pass Sign

CC-SCD-05119 Gateway Sign A (Inbound)

CC-SCD-05120 Gateway Sign A (Outbound)

CC-SCD-05121 Gateway Sign B (Inbound)

CC-SCD-05122 Gateway Sign B (Outbound)

CC-SCD-05123 Uncontrolled Pedestrian Crossing Road Marking and General Layout

CC-SCD-05124 Uncontrolled Crossing with Refuge Island Road Markings and General Layout

CC-SCD-05125 Zebra Crossing Road Markings and General Layout

https://www.tiipublications.ie/document/?id=3095

























TRANSPORT INFRASTRUCTURE IRELAND (TII) PUBLICATIONS

CC-SCD-05126 Zebra Crossing with Refuge Island Road Markings and General Layout

CC-SCD-05127 Puffin Crossing Road Markings and General Layout

CC-SCD-05128 Puffin Crossing with Refuge Island Road Markings and General Layout

CC-SCD-05129 Lighting Detail at Uncontrolled Crossings

CC-SCD-05130 2 Lane Approach to Zebra Crossing, Visibility Requirements

CC-SCD-05131 Uncontrolled Crossing Construction Detail for Refuge Island

CC-SCD-05132 Zebra Crossing Construction Detail for Refuge Island

CC-SCD-05133 Puffin Crossing Construction Detail for Refuge Island

CC-SCD-05134 Zebra Crossing Tactile Paving and Pole Position Detail

CC-SCD-05135 Puffin Crossing Tactile Paving and Traffic Signal Details

CC-SCD-05136

Tactile and Paving Details and Recommended Gradients at Uncontrolled Pedestrian Crossing

CC-SCD-05137 Tactile Paving Detail and Recommended Gradients - Controlled Pedestrian Crossing

CC-SCD-05138 Belisha Beacon Pole Detail

CC-SCD-05139 Puffin Crossing Signal Pole Detail

CC-SCD-05140 Historic Kerb Detail

CC-SCD-05141 Bevelled Kerb Detail

CC-SCD-05142 Pole Placement and Pavement Cutting Details in Paved Footpath

CC-SCD-05143 Utility Lids in Paving Details

CC-SCD-05144 Cycle Friendly Gully Details




















2m

FROM C/W

50km/h

LONG GRASS 2m

MOWN

CARRIAGEWAY

FOOTPATH(TO DESTINATION)

PUBLICATION TITLEACTIVITY

STREAM

STANDARD CONSTRUCTION DETAILS (SCD)

HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER

SCDCC 05101STANDARDS

GATEWAY: TYPE A DESIGN - OVERALL DIMENSION 10.4m MINIMUM

JULY 2021N/A

50km/h

TOWN NAME

Gaeilge

50km/h

TOWN NAME

Gaeilge

SECTION B-B

B

A

B

A

GATEWAY SIGN 'A'

TR

AN

SITIO

NZ

ON

E

PLAN

EXISTING HEDGING RETAINEDAND PROTECTED

CREATE AVENUE IN TRANSITIONZONE WHERE SPACE ALLOWS

BUILDINGS /

PRIVATE LAND

EXISTING HEDGING

EXISTING /

RETAINED TREE

SECTION A-A

RU

RA

LF

RIN

GE

CARRIAGEWAY1m 1m

2.5

m

NOTES:

VARIED MOWING REGIME TOVERGES FOR BIODIVERSITY

CARRIAGEWAY

LEGEND:

LOW LEVEL

PLANTING

KERBLINE

FOOTPATH

VARIED MOWING REGIME

TO VERGES FOR

BIODIVERSITY

AVENUE OF STREET TREES TO TRANSITIONZONE WITH 2.5m CLEAR STEM

OVERALL DIMENSION = 10.4m MINIMUM

ALTERNATIVE ROAD SURFACETEXTURE / COLOUR FOR 10m

FOR TREES IN RURAL FRINGEREFER TO DN_GEO_03084

PROPOSED TREE

1. ALL FIXTURES AT GATEWAY SHOULD

CONFORM TO EN 12767.

2. ALL LIGHTING SHALL BE IN ACCORDANCE WITH THE

TII LIGHTING STANDARD DN-LHT-03038.

3. SEE CC-SCD-05119 TO CC-SCD-05120 FOR DETAILS

OF SIGNS FOR GATEWAY TYPE A.

4. THIS DESIGN PROVES GENERALLY SUITABLE FOR

ROADS WITHOUT A HARDSHOULDER.

5. ADVANCED WARNING SIGNAGE IS GENERALLY NOT

REQUIRED FOR GATEWAY TYPE A DESIGNS, AS THERE

ARE GENERALLY NO HARD-SHOULDERS PRESENT ON

THE IMMEDIATE APPROACH.

6. WHEN SPECIFYING TREES ENSURE CLEAR STEM

HEIGHT OF 2.5m SO THEY DO NOT IMPACT ON

PEDESTRIAN OR CYCLIST HEAD ROOM.


STREAM



km/hkm/h

Maigh Chromtha

MACROOM

km/h

Maigh Chromtha

MACROOM

ELEVATION

RECOVERY BOLLARD

300mm WIDE IMPACT

AND EXIT SIDES

BOTH APPROACH

750mm SIGNS ON

SOCKETED SYSTEM

76mm POST IN

RECOVERY BOLLARD

600x1225mm IMPACT NATIVE THORNS

GAPS FILLED WITH

EXISTING HEDGEROW

1500

1000

3500

OVERALL DIMENSION 15.15m MINIMUM

800mm (SUFICIENT ROOM FOR ACCESS)1500

1000

35002100250

2500

CARRIAGEWAY CARRIAGEWAY

50km/h

PLAN

LEGEND:

750mm SIGNS ON BOTH APPROACH AND EXIT SIDES

GATEWAY SIGN 'B'

PEDESTRIAN

FOR CYCLE/

DISHED KERB

GATEWAY SIGN 'B'

TEXTURE / COLOUR (OPTIONAL)

ALTERNATIVE ROAD SURFACE

FENCE

CYCLE/PED2000mm MIN

SCDCCSTANDARDS 05102

NOTES:

RURAL FRINGE SIGNS.

4. SEE CC-SCD-05116 FOR FURTHER DETAILS OF POSITIONING OF

FOR GATEWAY TYPE B.

3. SEE CC-SCD-05121 & CC-SCD-05122 FOR DETAILS OF SIGNS

STANDARD DN-LHT-03038.

2. ALL LIGHTING SHALL BE IN ACCORDANCE WITH THE TII LIGHTING

1. ALL FIXTURES AT GATEWAY SHOULD CONFORM TO EN 12767.

JULY 2021

GATEWAY: TYPE B DESIGN - OVERALL DIMENSION 15.15m MINIMUM

N/A

TR

AN

SITIO

NZ

ON

ER

UR

AL

FRIN

GE

CARRIAGEWAY

PEDESTRIAN FACILITY

SHARED CYCLE /

KERBLINE

BOLLARD + 0.1m)SHALL BE = (HEIGHT OFTHE BOLLARD AND POSTTHE CLEARANCE BETWEEN


STREAM



3.5

0m

3.5

0m

2.1

m

VARIES

HARDSHOULDER TAPER @ 1:70VARIES

CENTRELINE TAPER (APPROXIMATELY 70m)

50km/h

EXISTING /

RETAINED TREE

EXISTING HEDGING

PROPOSED TREE

SCDCC 05103

PLAN OF ROAD ON APPROACH TO

GATEWAY: TYPE B DESIGN

STANDARDS JULY 2021N/A

NOTES:

1. ALL LIGHTING SHALL BE IN ACCORDANCE WITH THE TII LIGHTING STANDARD DN_LHT_03038.

2. ALL PUBLIC LIGHTING COLUMNS OUTSIDE GATEWAY TO CONFORM TO EN-12767.

3. SEE CC-SCD-05121 AND CC-SCD-05122 FOR DETAILS OF SIGNS FOR GATEWAY TYPE B.

4. SEE CC-SCD-05116 FOR FURTHER DETAILS OF POSITIONING OF RURAL FRINGE SIGNS.

5. WHEN SPECIFYING TRESS ENSURE CLEAR STEM HEIGHT OF 2.5m SO THEY

DO NOT IMPACT ON PEDESTRIAN OR CYCLIST HEAD ROOM.

"START OF CYCLE TRACK" SIGN

PEDESTRIAN / CYCLE FACILITY

GATEWAY SIGN TYPE 'B'


WHITE UNI-DIRECTIONAL STUDS TO FOLLOWTHE CENTRELINE AT 6m SPACINGSADJACENT TO HATCHING

DISHED KERB FOR CYCLE / PEDESTRIANS

WHITE BI-DIRECTIONAL STUDSTO FOLLOW THE CENTRELINEAT 12m SPACINGS

YELLOW BI-DIRECTIONAL STUDSTO FOLLOW THE EDGELINESAT 12m SPACINGS

RURAL FRINGETRANSITIONZONE

CARRIAGEWAY

WHERE THERE ARE GAPS IN THEHEDGEROW NETWORK, GAPS TOBE PLANTED AS PART OF THE WORKS

LEGEND:

SHARED CYCLE /

PEDESTRIAN FACILITY

KERBS FACING TRAFFIC TO BE FACEDWITH YELLOW AND BLACKRETROFLECTIVE MATERIAL

NO HATCHING ON INSIDE 1m MIN(TO BE USED BY CYCLISTS)

"END OF CYCLE TRACK" SIGN

FOR TREES IN RURALFRINGE REFER TODN_GEO_03084


STREAM



km/h

km/h

Maigh Chromtha

MACROOM

km/h

Maigh Chromtha

MACROOM

OVERALL DIMENSION 19.1m MINIMUM

1m

CARRIAGEWAY CARRIAGEWAY

50km/h

3.50m 1m3.50m2.1m1.5m

0.25m

0.25m 0.25m

0.25m

1.5m 2.0m MIN2.0m MIN


GATEWAY: TYPE C DESIGN - OVERALL DIMENSION 19.1m MINIMUM

JULY 2021N/A

FENCE

300mm WIDEIMPACT RECOVERYBOLLARD

600 x 1225mmIMPACT RECOVERYBOLLARD

76mm POST IN SOCKETED SYSTEM

750mm SIGNS ONBOTH APPROACHAND EXIT SIDES

CYCLE /PEDESTRIAN

CYCLE /PEDESTRIAN

FENCE

GATEWAY SIGN 'B'

GATEWAY SIGN 'B'

TR

AN

SITIO

NZ

ON

ER

UR

AL

FRIN

GE

DISHED KERBFOR CYCLISTS/ PEDESTRIANS

ELEVATION

PLAN

EXISTINGSTONE WALL

CARRIAGEWAY

LEGEND:

NOTES:

SHARED CYCLE /

PEDESTRIAN FACILITY

LOW LEVEL PLANTING

DISHED KERB FOR CYCLISTS/ PEDESTRIANS

ISLAND FINISHED WITH LOCALLYAPPROPRIATE MATERIAL

ALTERNATIVE ROAD SURFACETEXTURE / COLOUR (OPTIONAL)

BOUNDARY WALL

1. ALL FIXTURES AT GATEWAY SHOULD CONFORM TO EN 12767.

2. ALL LIGHTING SHALL BE IN ACCORDANCE WITH THE

TII LIGHTING STANDARD DN_LHT_03038.

3. WHEN SPECIFYING TREES ENSURE CLEAR STEM HEIGHT OF

2.5m SO THEY DO NOT IMPACT ON PEDESTRIAN OR

CYCLIST HEAD ROOM.

PROPOSED TREE


STREAM



3.5

0m

3.5

0m

2.1

m

HARDSHOULDER TAPER @ 1:70VARIES

CENTRELINE TAPER (APPROXIMATELY 70m)

50km/h

EXISTING /

RETAINED TREE

EXISTING HEDGINGLOW LEVEL PLANTING

PROPOSED TREE

SCDCC 05105

PLAN OF ROAD ON APPROACH TO

GATEWAY: TYPE C DESIGN




DISHED KERB FOR CYCLES / PEDESTRIANS

WHITE BI-DIRECTIONAL STUDSTO FOLLOW THE CENTRELINEAT 12m SPACINGS

YELLOW BI-DIRECTIONALSTUDS TO FOLLOW THEEDGELINES AT 12mSPACINGS

"START OF CYCLETRACK" SIGN

WHITE UNI-DIRECTIONAL STUDS TOFOLLOW THE CENTRELINE AT 6mSPACINGS ADJACENT TO HATCHING

2m MIN PEDESTRIAN/ CYCLE FACILITY

RURAL FRINGETRANSITIONZONE

CARRIAGEWAY

NOTES: LEGEND:

WHERE THERE ARE GAPS IN THE HEDGEROW NETWORK,GAPS TO BE PLANTED AS PART OF THE WORKS

SHARED CYCLE /

PEDESTRIAN FACILITY

"END OF CYCLE TRACK"SIGN

NO HATCHING ON INSIDE 1m MIN(TO BE USED BY CYCLISTS)

FOR TREES IN RURALFRINGE REFER TODN_GEO_03084

KERBS FACING TRAFFIC TO BE FACED WITH YELLOWAND BLACK RETROREFLECTIVE MATERIAL

1. ALL LIGHTING SHALL BE IN ACCORDANCE WITH THE TII LIGHTING STANDARD DN_LHT_03038.

2. ALL PUBLIC LIGHTING COLUMNS OUTSIDE GATEWAY TO CONFORM TO EN-12767.

3. SEE CC-SCD-05121 AND CC-SCD-05122 FOR DETAILS OF SIGNS FOR GATEWAY TYPE C DESIGN.

4. SEE CC-SCD-05116 FOR FURTHER DETAILS OF POSITIONING OF RURAL FRINGE SIGNS.

5. WHEN SPECIFYING TREES ENSURE CLEAR STEM HEIGHT OF 2.5m SO THEY DO NOT IMPACT

ON PEDESTRIAN OR CYCLIST HEAD ROOM.


STREAM



PLANTED BUFFER PLANTED BUFFER

EXISTING CARRIAGEWAY WIDTH EXISTING CARRIAGEWAY WIDTH

CARRIAGEWAY (6m MIN)

CARRIAGEWAY (6m MIN)

LOW LEVEL PLANTING


BETWEEN 9.6m TO 11.6m

TRANSITION ZONE - SAMPLE LAYOUTS WHEN AVAILABLE WIDTH

JULY 2021N/A

FOOTPATH /

CYCLEWAY

(2m MIN)

FOOTPATH /

CYCLEWAY

(2m MIN)

FOOTPATH /

CYCLEWAY

(2m MIN)

FOOTPATH

(1.8m MIN)

1. IN GENERAL CARRIAGEWAY, WIDTHS

SHOULD BE NARROWED BY WIDENING

THE FOOTPATHS OR PROVIDING A

SHARED CYCLE / FOOTPATH OR

LANDSCAPED AREA

2. REFER TO DN_GEO_03084 SECTION

4.3.5 FOR FOOTPATH/CYCLEWAY

MINIMUM WIDTH.

CARRIAGEWAY

BUILDINGS /

PRIVATE LAND

EXISTING KERBLINE

OPTION A - PLAN OPTION B - PLAN

OPTION B - SECTIONOPTION A - SECTION

LEGEND:

NOTES:

KERBLINE

FOOTPATH /

WIDENED FOOTPATH

SHARED CYCLE /

PEDESTRIAN FACILITY


STREAM



PLANTING BUFFER PLANTING BUFFER

PLANTING BUFFER

PLANTING BUFFER

EXISTING WIDTH

EXISTING WIDTH

LOW LEVEL PLANTING

FASTIGIATE TREE




JULY 2021N/A

FOOTPATH /

CYCLEWAY

(2m MIN) CARRIAGEWAY (6m MIN)

FOOTPATH /

CYCLEWAY

(2m MIN) CARRIAGEWAY (6m MIN)

FOOTPATH /

CYCLEWAY

(2m MIN)FOOTPATH

(1.8m MIN)

CYCLEWAY

(2m MIN)

PLAN

SECTION SECTION

PLAN

CARRIAGEWAY

BUILDINGS /

PRIVATE LAND

EXISTING KERBLINE

LEGEND:

NOTES:

FOOTPATH /

WIDENED FOOTPATH

SHARED CYCLE /

PEDESTRIAN FACILITY

KERBLINE

1. TO NARROW THE ROAD WIDTH THERE

ARE A NUMBER OF DIFFERENT

POSSIBILITIES DEPENDING ON WHAT IS

APPROPRIATE FOR THE LOCATION. IF

THERE ARE PEDESTRIAN DESIRE LINES

ACROSS THE ROAD, CENTRAL REFUGE

ISLANDS CAN BE PROVIDED TO REDUCE

CROSSING DISTANCES AND ALLOW

PEDESTRIANS CROSS EACH STREAM OF

TRAFFIC SEPARATELY. WIDENING THE

FOOTPATHS MAY BE MORE APPROPRIATE

FOR THE LOCATION OR OFTEN A

COMBINATION OF THE TWO MAY

BE APPROPRIATE.

2. THE REALLOCATION OF SPACE TO THE

FOOTPATH CAN ENSURE MINIMUM FOOTPATH

WIDTHS AS PER DMURS ARE PROVIDED AND

THE EXTRA FOOTPATH SPACE CAN BE USED

FOR STEETSCAPE IMPROVEMENTS SUCH AS

STREET TREES TO AID TRAFFIC CALMING.


STREAM



SECTION

PLAN

PLAN

SECTION

TACTILE BLISTER PAVING

LOW LEVEL PLANTING

FASTIGIATE TREE

STANDARD CC SCD 05108JULY 2021



N/A

CARRIAGEWAY

(6m MIN)

LANE

(3m MIN)

LANE

(3m MIN)

FOOTPATH /

CYCLEWAY

(2m MIN)SHARED FOOTPATH /

CYCLEWAY (2m MIN)

WITH 1.2m PLANTED

BUFFER

1.8m FOOTPATH,

2m CYCLEWAY

1.4m

1.8m FOOTPATH,

2m CYCLEWAY,

1.4m

CARRIAGEWAY

NEW FOOTPATH

BUILDINGS /

PRIVATE LAND

KERBLINE

LEGEND:

REFER TO CC-SCD-05131 FOR

SIGNAGE DETAIL AT START

OF REFUGE ISLAND


STREAM



FOOTPATH /

CYCLEWAY

(2m MIN)

PLANTING BUFFER

PLANTED MEDIANPLANTING BUFFER

PLANTED MEDIAN

STREET TREE

LOW LEVEL PLANTING

EXISTING TREE

FASTIGIATE TREE

MEDIAN TREES

SEE CC-SCD-05113

EXISTING STREET

TREE RETAINED

WHEN PATH IS

EXTENDED.

REFER TO CC-SCD-05131 FOR

SIGNAGE DETAIL AT START

OF REFUGE ISLAND

SCDCC 05109STANDARD

16.9m OR GREATER


JULY 2021N/A

FOOTPATH /

CYCLEWAY

(2m MIN)

PARKINGLANE

(3m MIN)

LANE

(3m MIN)

LANE

(3m MIN)

LANE

(3m MIN)

PARKING PARKING

CYCLEWAY (2m MIN)

FOOTPATH (1.8m MIN)

CYCLEWAY (2m MIN)

FOOTPATH (1.8m MIN)

SECTION

PLAN

PLAN

SECTION

CARRIAGEWAY

BUILDINGS /

PRIVATE LAND

EXISTING KERBLINE

LEGEND:

FOOTPATH /

WIDENED FOOTPATH

KERBLINE

ON STREET PARKING

EN

D


STREAM



3.5

m

VARIES

END OF

CYCLE LANE

TAPER 1:5

3m

20m - 35m KERB TAPER

LENGTH OF ON-ROAD

CYCLE LANE

(25m MINIMUM)

LOW LEVEL

PLANTING


TRANSITION ZONE - PLAN OF CYCLE BYPASS FROM GATEWAY THROUGH TO

CARRIAGEWAY RETURN WHERE RESTRICTED WIDTH AHEAD

JULY 2021N/A

GATEWAY SIGN

125mm HIGH KERB

PLANTING BEDS TO HIGHLIGHT GATEWAY

NO HATCHING ON INSIDE 1m(TO BE USED BY CYCLISTS)

CARRIAGEWAY

FOOTPATH BUILDINGS /

PRIVATE LAND

LEGEND:

GATEWAY BYPASS SHARED FACILITY TO SEGREGATED FACILITY SEGREGATED TO SHARED STREET

REFER TO NATIONAL CYCLEMANUAL WIDTH CALCULATORMAXIMUM GRADIENT OF

1:20 RAMP TO ON-ROADFACILITY

KERBLINESHARED CYCLE /

PEDESTRIAN FACILITY

SHARED CYCLE /PEDESTRIAN FACILITY

FOOTPATHGRADUAL TAPER FORCOMFORT OF CYCLISTS

REFER TO CC-SCD-05131 FORSIGNAGE DETAIL ON ISLAND


STREAM



LA

NE

WID

TH

3T

O3.5

m

NEW STREET TREE

NEW LOW LEVEL PLANTING

SCDCC 05111

ROAD WIDTH GREATER THAN 8.6m

STANDARDS

TRANSITION ZONE - PROVISION OF HORIZONTAL LATERAL SHIFT

JULY 2021N/A

6.5

mP

RO

P.

300mm MIN

CARRIAGEWAY NEW KERBLINE

EXISTING KERBLINE

ACCESS / ENTRANCES MAY NOT

ALLOW PARKING ON BOTH SIDES

BICYCLE STANDS /

SEASONAL PLANTER

TREE IN TREE PIT

PARALLEL PARKING

BAYS (2.4x6m)

LOW LEVEL PLANTINGDRAIN TO NEW PLANTERDRAINAGE AS REQUIRED

FA

LL

LEGEND:

1. DESIGNED TO FORCE VEHICLE TO SLOW AS THEY CHANGE COURSE

2. CREATES NEW SPACE FOR LANDSCAPE & PUBLIC REALM

3. USED ON STREETS WHERE PARKING ONLY POSSIBLE ON ONE SIDE

4. ALTERNATING FOOTPATH BUILD-OUTS MAY PROVIDE A HORIZONTAL

LATERAL SHIFT WHERE IT IS NECESSARY TO LIMIT LONG FORWARD

VIEWS. THE MINIMUM CARRIAGEWAY WIDTH REQUIRED IS 8.6m

NOTES:

BUILDINGS / PRIVATE LAND

ON STREET PARKING

FOOTPATH

ESTABLISH STREET TREE PLANTING

WITH TAPERED BUILD-OUT TO BREAK

UP PARKING BAYS ON ALTERNATE

SIDES OF STREET


STREAM



TACTILE BLISTER

PAVING

LOW LEVEL PLANTING

STREET TREE

SCDCC 05112

PLAN OF KERBED BUILD-OUT FROM FOOTPATH


EN

12

4-

D4

00

EN

12

4-

D4

00

2m

FA

LL

FA

LL

FALL

BICYCLE STANDSBENCH

FA

LL

NEW KERB TO MATCH EXISTINGMATERIAL FOR CONSISTENCY

3m MIN2.4-5.0m8m MIN

EXISTING PAVING RETAINED

EXISTING PAVING RETAINED

2.1

mMIN

FA

LL

FA

LL

FALL

FA

LL

LOW LEVEL PLANTING AREA (ACTS AS SUDS)

DROP KERB

DROP KERB

(WHERE UTILITIES ETC. WILL NOT ALLOW SOFT LANDSCAPING)

8m MIN 3m MIN

GULLY

UTILITY COVER(REFER TO DETAIL)

BUIL

DO

UT

NEW KERB TO MATCH EXISTINGMATERIAL FOR CONSISTENCY

PROPOSED PAVING TO MATCH ORCOMPLEMENT EXISTING,FOR CONSISTENCY

2.1

mMIN

BUIL

DO

UT

GULLY

OPTION B

DRAINAGE DETAIL

(10m MAX)

2.4-5.0m

(10m MAX)

CARRIAGEWAY

BUILDINGS /

PRIVATE LAND

EXISTING KERBLINE

OPTION A

2m

KERBLINE

FOOTPATH

LEGEND:

(BUILD OUT WITH SOFT LANDSCAPING AND PEDESTRIAN CROSSING FACILITY)

OPTION C

(BUILD OUT WITHOUT PEDESTRIAN CROSSING FACILITY)

EXISTINGKERB

EXISTINGKERB

2.0m 2.0m2.5m MIN

PROPOSED PAVING TO MATCHOR COMPLEMENT EXISTING,FOR CONSISTENCY

ON STREET PARKING


STREAM



SCDCC 05113

PLAN OF CENTRAL ISLAND


2.4-5.0m

(10m MAX)

VARIES

(1.5m MIN TO ALLOW FOR HEALTHY

TREE GROWTH)

VARIES

(600mm MIN)

PLAN OF CENTRAL ISLAND

TREE SPACING DEPENDS ON SPECIES AND CONTEXT, BUT MINIMUM 5m CENTRES

REFER TO CC-SCD-05131 FOR SIGNAGE

DETAIL ON CENTRAL ISLAND

PLANTING

SOIL MIX

TREE ROOTBALL ROOT DIRECTOR

DRAIN

WATERING INLET ANDIRRIGATION SYSTEM

RIBBED ROOT BARRIERALONG LENGTH

OF MEDIAN

TREE SIZE VARIES,DEPENDS ONAVAILABLE SPACEFOR ROOTBALL

ROOT ANCHORINGSYSTEM

SECTION THROUGH MEDIAN - WIDTH GREATER THAN 1.5m

HISTORIC KERB INDICATED

SECTION THROUGH MEDIAN - WIDTH LESS THAN 1.5m

HISTORIC KERB INDICATED


STREAM




STREET TREE

LOW LEVEL PLANTING


PLAN OF CORNER FOOTPATH DETAIL

AT SIDE ROAD

JULY 2021N/A

LOW LEVEL PLANTING

2.1m MIN

8m

MIN

(TA

KIN

GSIT

E

CO

NDITIO

NSIN

TO

AC

CO

UN

T)BUILD OUT MAY ONLY BE

POSSIBLE ON ONE SIDE

REDUCED CROSSING DISTANCE

FOR PEDESTRIANS

CARRIAGEWAY

BUILDINGS /

PRIVATE LAND

EXISTING KERBLINE

FOOTPATH WIDTH SUFFICIENT TOACCOMMODATE PEDESTRIANACTIVITY. REFER TO DMURS

LOW LEVEL PLANTING.

(PLANTING AREAS USED AS SUDS MEASURE)

FOOTPATHKERBLINE

LEGEND:

1. BUILD OUTS CAN CREATE ADDITIONAL PUBLIC REALM,

LANDSCAPE AND ADDITIONAL PEDESTRIAN SPACE AT

CROSSING POINTS

2. DECREASES THE WIDTH OF THE CROSSING FOR PEDESTRIANS

3. REDUCES VEHICLE TURNING SPEEDS BY CHANGING THE

CORNER RADIUS & REDUCING THE WIDTH OF THE STREET

NOTES:

ON STREET PARKING


STREAM



STREET TREE


RAISED TABLE AND CROSSING FACILITY

JULY 2021N/A

DOUBLE BUILD-OUT OPTION WITH

EN

12

4-

D4

00

FA

LL

FALL

FA

LL

BICYCLE STANDS

BICYCLE STANDS BENCH

FA

LL

FALL

FA

LL

2.1

mMIN

2.1

mMINEXISTING KERB

NEW KERB TO MATCHEXISTING MATERIALFOR CONSISTENCY

PROPOSED PAVING TO MATCH ORCOMPLEMENT EXISTING, FOR CONSISTENCY

FA

LL

FA

LL

BUIL

DO

UT

BUIL

DO

UT

EXISTING PAVING RETAINED UTILITY COVER(REFER TO DETAIL)

CARRIAGEWAY

BUILDINGS /

PRIVATE LAND

LEGEND:

KERBLINE


ON STREET PARKING

FOOTPATH

T

Ceansú

ráchta

Maigh Chromtha

Ná

Scoitear

DO

NOT

PASS

TRAFFIC

CALMING

400m

MACROOM

km h

Ná

Scoitear

DO

NOT

PASS

Maigh Chromtha

MACROOM

km h

T

Ceansú

ráchta

TRAFFIC

CALMING

400m

Maigh Chromtha

MACROOM

km h

Maigh Chromtha

MACROOM

km h

NOTES:

CENTRE LINE

COMMENCE CONTINUOUS

GATEWAY LOCATION

START OF RURAL FRINGE

CENTRE LINE

CONTINUOUS

COMMENCE

GATEWAY LOCATION

GATEWAY TYPE B AND C

GATEWAY TYPE A

400m

400m

225m

175m175m

4. NOT TO SCALE

PRESENT ON APPROACH.

GATEWAY TYPE A, AS THERE ARE GENERALLY NO HARD SHOULDERS

3. RURAL FRINGE APPROACH SIGNAGE IS NOT GENERALLY REQUIRED FOR

RURAL FRINGE SHOULD BE 400m.

FOR DESIGN TYPES A, B AND C. IN THE IDEAL SITUATION, THE LENGTH OF THE

2. THIS SCHEMATIC LAYOUT SHOWS THE IDEAL POSITION OF RURAL FRINGE SIGNS

1. FOR ROAD MARKING DETAILS REFER TO TRAFFIC SIGNS MANUAL, CHAPTER 7.

STANDARD CONSTRUCTION DETAIL (SCD)

POSITION OF RURAL FRINGE SIGN

N/A STANDARD JULY 2021 05116SCDCC

DRAWING NUMBERACTIVITY STREAM

PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE


STREAM

CALMING

TRAFFIC

400m

Ceansú

Tráchta


TRAFFIC CALMING SIGN


75 1050

1200

75

75

75

1030 85

384

2400

85

686

75

75

1050 7575

NOTES:

6. NOT TO SCALE.

5. ALL DIMENSIONS IN mm.

BE USED WITH THE TYPE A GATEWAY.

TRAFFIC CALMING ELEMENT. THIS SIGN SHOULD NOT GENERALLY

SIGNS ARE REQUIRED IN RESPECT OF ANY SUBSEQUENT

ISLANDS AND HORIZONTAL DEFLECTIONS. NO OTHER WARNING

CALMING INCLUDING ROAD NARROWING, CHANNELISING

ENCOUNTER AHEAD ANY ELEMENTS ASSOCIATED WITH TRAFFIC

4. ITS INTENDED MEANING IS THAT DRIVERS MAY EXPECT TO

3. MATERIAL: CLASS RA2.

MANUAL CHAPTER 6, SIGN W 071)

2. WARNING SIGNS: 750mm SIDE DIMENSION. (SEE TRAFFIC SIGNS

1. TEXT HEIGHT: 6 S/W.




STREAM

Ná

Scoitear

NOT

DO

PASS


DO NOT PASS SIGN


1050

2400

384

75

1200

75

75

140

150

900

150

686

140

75

75105075

NOTES:

6. NOT TO SCALE.


GENERALLY BE USED WITH THE TYPE A GATEWAY.

SOLID WHITE CENTRE LINE. THIS SIGN SHOULD NOT

RESTRICTED IS DETERMINED BY THE LENGTH OF THE

4. THE SECTION OF ROAD ON WHICH OVERTAKING IS


(SEE TRAFFIC SIGNS MANUAL, CHAPTER 5, SIGN RUS 014)

2. REGULATORY SIGN: 900mm DIAMETER.

1. TEXT HEIGHT: 6 S/W.




STREAM

MACROOM

Maigh Chromtha

km h


GATEWAY SIGN A (INBOUND)


105075 75

75

700

1900

150

900

150

113

113

NOTES:

1200

5. NOT TO SCALE.



CHAPTER 5, SIGN RUS 043)

2. REGULATORY SIGN: 900mm DIAMETER. (SEE TRAFFIC SIGNS MANUAL,

1. TEXT HEIGHT TO SUIT.




STREAM

km h

Comhairle Chontae Chorcaí

CORK COUNTY COUNCIL

6. NOT TO SCALE

5. ALL DIMENSIONS IN mm

4. MATERIAL: CLASS RA2

3. BROWN: TOURIST BROWN BS381C No. 411

2. REGULATORY SIGN: 900mm DIAMETER (SEE TRAFFIC SIGNS MANUAL, CHAPTER 5, SIGN RUS 042)

1. TEXT HEIGHT TO SUIT

NOTES:

75 1050 75

75

113

113

1900

150 150

700

1200

900

km h


CORK COUNTY COUNCIL


GATEWAY SIGN A (OUTBOUND)





STREAM

km h

MACROOM

Maigh Chromtha


GATEWAY SIGN B (INBOUND)


700

150

150

700

75 1350 75

1500

75

2750

300 300

900

75

6. NOT TO SCALE


TYPE C DESIGN

4. GATEWAY SIGN B (INBOUND) FOR USE IN TYPE B AND


SIGNS MANUAL, CHAPTER 5, SIGN RUS 043)

2. REGULATORY SIGN: 900mm DIAMETER (SEE TRAFFIC

1. TEXT HEIGHT TO SUIT

NOTES:




STREAM


CORK COUNTY COUNCIL

LOCAL

MESSAGE

km h


GATEWAY SIGN B (OUTBOUND)


700

120


CORK COUNTY COUNCIL

LOCAL

MESSAGE

km h

75

75

75

75

300 300

900

1500

1350

2750

700

150

NOTES:

6. NOT TO SCALE


4. GATEWAY SIGN TYPE B (OUTBOUND) FOR USE IN TYPE B AND TYPE C DESIGN


2. REGULATORY SIGN: 900mm DIAMETER (SEE TRAFFIC SIGNS MANUAL, CHAPTER 5, SIGN RUS 042 AND RUS 040)

1. TEXT HEIGHT TO SUIT, ALL OTHER TEXT HEIGHT 8 S/W.




STREAM


ROAD MARKINGS AND GENERAL LAYOUT

UNCONTROLLED PEDESTRIAN CROSSING


BACK OF FOOTPATH

DROPPED KERB

NOTES:LEGEND:

(10m MAX)

BACK OF FOOTPATH

DROPPED KERB

4. DROPPED KERBS MUST BE LAID FLUSH WITH CARRIAGEWAY SURFACE, WITH AN ABSOLUTE MAXIMUM UPSTAND OF 6mm.

3. FOR DETAILS OF SPECIFIC LIGHTING COLUMN REFER TO CC-SCD-05129.

2. FOR TACTILE PAVING DETAILS REFER TO CC-SCD-05136.

1. A CLEAR FOOTPATH PASSAGE WIDTH OF 1.2m SHOULD BE MAINTAINED BETWEEN ALL STREET FURNITURE, TREES ETC.

2.40m - 5.0m

PLAN

CARRIAGEWAY

FOOTPATH KERBLINE

BUFF TACTILE BLISTER PAVING (400x400mm)




STREAM

PLAN




UNCONTROLLED CROSSING WITH REFUGE ISLAND


(10m MAX)

B3 B3

2.4m - 5.0m

NOTES:

LEGEND:

BACK OF FOOTPATH

DROPPED KERB

BACK OF FOOTPATH

DROPPED KERB

LOW LEVEL PLANTING

CARRIAGEWAY

FOOTPATH

KERBLINEFASTIGIATE TREE


2. FOR REFUGE ISLAND DETAILS REFER TO CC-SCD-05113; FOR TACTILE PAVING DETAILS TO CC-SCD-05136.





STREAM

( MAX 10m )



ZEBRA CROSSING


DROPPED KERB

BACK OF FOOTPATH

2.40m - 5.0m

PLAN

NOTES:LEGEND:

COMBINED BELISHA BEACON AND LIGHT

TACTILE BLISTER PAVING, RED FINISH (400x400mm)

CARRIAGEWAY

FOOTPATH

KERBLINE


3. FOR DETAILS OF THE LENGTH OF ZIGZAG MARKINGS REFER TO THE TRAFFIC SIGNS MANUAL.






STREAM

PLAN

B1

B1



ZEBRA CROSSING WITH REFUGE ISLAND


NOTES:

B3 B3

LEGEND:

LOW LEVEL PLANTING

FASTIGIATE TREECARRIAGEWAY

FOOTPATH

KERBLINE

AND LIGHT

COMBINED BELISHA BEACON

RED FINISH (400x400mm)

TACTILE BLISTER PAVING,

BELISHA BEACON

B2

B2



GRADIENTS REFER TO CC-SCD-05134, CC-SCD-05137 & CC-SCD-05138

2. FOR CONSTRUCTION DETAIL REFER TO CC-SCD-05132, FOR TACTILE PAVING, POLE POSITON DETAILS AND RECOMMENDED





STREAM

( MAX 10m )BACK OF FOOTPATH

DROPPED KERB

2.4m - 5.0m

PLAN



PUFFIN CROSSING


NOTES:LEGEND:

CARRIAGEWAY

FOOTPATH

KERBLINE



6. FOR SIGNAL BOX PLACEMENT REFER TO SECTION 5.4.3.3 OF DN_GEO_03084.


4. THIS LAYOUT CAN ALSO BE USED FOR A TOUCAN CROSSING BUT WITH A CROSSING WALKWAY WIDTH OF 4m TO 5m.


SIGNAL POLE DETAILS REFER TO CC-SCD-05135, CC-SCD-05137 & CC-SCD-05139.

2. FOR CONSTRUCTION DETAIL REFER TO CC-SCD-05133, FOR TACTILE PAVING, RECOMMENDED GRADIENTS AND TRAFFIC





STREAM

( MAX 10M )

2.4m - 5.0m

E

BACK OF FOOTPATH

DROPPED KERB

TO CAUSE AN OBSTRUCTION ON FOOTPATH)

(TYPICALLY SET BACK INTO WALL SO AS NOT

SIGNAL BOX

SIG

PE

SIG

PLAN

( MAX 10m )



PUFFIN CROSSING WITH REFUGE ISLAND


BACK OF FOOTPATH

NOTES:LEGEND:

LOW LEVEL PLANTING

2.40m - 5.0m

DROPPED KERB

CARRIAGEWAY

FOOTPATH

KERBLINE



FASTIGIATE TREE7. FOR ROAD MARKING DIMENSIONS REFER TO TSM.

6. FOR SIGNAL BOX PLACEMENT REFER TO SECTION 5.4.3.3 OF DN_GEO_03084.



3. THIS LAYOUT CAN ALSO BE USED FOR TOUCAN CROSSING BUT WITH A CROSSING WAKLWAY WIDHT OF 4m TO 5m.

SIGNAL POLE DETAILS REFER TO CC-SCD-05135, CC-SCD-05137 & CC-SCD-05139.

2. FOR CONSTRUCTION DETAIL REFER TO CC-SCD-05133, FOR TACTILE PAVING, RECOMMENDED GRADIENTS AND TRAFFIC





STREAM

E

PE

PE

TO CAUSE AN OBSTRUCTION ON FOOTPATH)

(TYPICALLY SET BACK INTO WALL SO AS NOT

SIGNAL BOX


UNCONTROLLED CROSSINGS

LIGHTING DETAIL AT



2.4m - 5.0m (MAX 10m)

AND A TIMED CUT-OUT IGNITER.

SELF-RESETTING THERMAL CUT-OUT FITTED IN THE BALLAST,

AN INTERGRAL CONTROL GEAR SHALL BE USED, WITH

SHALL BE WIRED TO LANTERN CONTROL GEAR.

WATERTIGHT GASKET AND 4 NON-CORRODIBLE SCREWS AND

A NEMA SOCKET SHALL BE FITTED TO THE CANOPY USING A

BY MEANS OF TWO STAINLESS STEEL CLIPS.

PART OF CANOPY SHALL BE SECURED IN CLOSED POSITION

PROTECT THE INTERIOR TO A RATING OF IP43. MOVEABLE

RESISTANT TO U.V. RADIATION AND AGING, AND SHALL

POLYPROPYLENE CANOPY, WITH A BLACK HINGED JOINT

CANOPY TO BE LIGHT GREY, TWO-PIECE MOULDED

IN EN ISO 2409 AND BS 3900.

WITHSTANDS THE STANDARD CROSS CUT TESTS AS DEFINED

RAL 3020 STOVED POLYESTER PAINTED FINISH, WHICH

BODY TO BE HIGH PRESSURE DIE-CAST ALUMINIUM WITH A

BAND OF LIGHT ACROSS THE ROAD.

BEAM OF THE LANTERN IS DIRECTED TO PRODUCE A BRIGHT

SHALL GIVE AN ASYMMETRIC DISTRIBUTION, WHERE THE PEAK

PERMANENTLY BONDED TO THE DEEP BOWL PROTECTOR AND

REFLECTOR TO BE FORMED OF HIGH PURITY ALUMINIUM,

AND WHITE PANELLING.

INTERNALLY PAINTED DIFFUSER STRIPS WITH ALTERNATE RED

DEEP BOWL POLYCARBONATE PROTECTOR INCORPORATING

OF 13 YEARS.

AGAINST THE INGRESS OF DUST AND MOISTURE FOR A PERIOD

SEALED TO IP66 AS DEFINED IN EN 60598 AND GARANTEED

OPTICAL UNIT:

ACROSS THE ROAD.

BEAM IS DIRECTED TO PRODUCE A BRIGHT BAND OF LIGHT

SHOULD GIVE AN ASYMMETRIC DISTRIBUTION, WHERE THE PEAK

SHOULD BE PROVIDED AT THE CROSSING. THE LANTERNS

TWO 150 WATT CERAMIC DISCHARGE METAL HALIDE LANTERNS

LIGHTING AND LANTERN DETAILS:

LC

B

A

NOTES:LEGEND:

CARRIAGEWAY

FOOTPATH

KERBLINE

DROPPED KERB

BACK OF FOOTPATH

ABSOLUTE MAXIMUM UPSTAND OF 6mm.

4. DROPPED KERBS MUST BE LAID FLUSH WITH CARRIAGEWAY SURFACE, WITH AN


2. LIGHTING COLUMN POSITION DISTANCE B DEPENDS ON WIDTH OF FOOTPATH A

CROSSINGS, REF DN_LHT_03038 SECTION 5.8.2

1. SPECIFIC LIGHTING MAY BE REQUIRED AT TIMES FOR UNCONTROLLED

AVAILABLE, IF SPECIFIC LIGHTING REQUIRED.

REAR OF FOOTPATH, TO MAXIMISE FOOTPATH WIDTH

CROSSING SPECIFIC LIGHTING COLUMN TO BE LOCATED AT




STREAM

PLAN


VISIBILITY REQUIREMENTS

2 LANE APPROACH TO ZEBRA CROSSING,



LEGEND:


NOTES:

AND THE APPROACHING DRIVERS

IMPROVE INTERVISIBILITY BETWEEN THE PEDESTRIANS ON THE KERB

IN THESE CIRCUMSTANCES IT IS IMPORTANT TO SET BACK THE YIELD LINE TO

VEHICLE APPROACHING IN THE SECOND LANE AND A CROSSING PEDESTRIAN.

THE LANES CAN OBSCURE THE INTERVISIBILITY BETWEEN THE DRIVER OF A

1. ON A TWO LANE APPROACH TO ZEBRA CROSSINGS, A VEHICLE IN ONE OF

INTERVISIBILITY BETWEEN PEDESTRIAN ON KERB AND DRIVER

YIELD LINE IS LARGE ENOUGH TO PROVIDE ADEQUATE

ENSURE DISTANCE BETWEEN PEDESTRIAN CROSSING AND




STREAM

INTERVISIBILITYLINE


CONSTRUCTION DETAIL FOR REFUGE ISLAND

UNCONTROLLED CROSSING


2300 2300

500 500

2100

B3

PLAN

SECTION THROUGH ISLAND

NOTES:

3300

mm

2300-2500

mm

600

mm

(MAX 10m)2.4m - 5.0m

AT EACH KERB.

THAN 2.1m, TACTILE PAVING SHOULD BE LIMITED TO TWO ROWS

REFUGES UP TO 2.1m WIDE. WHERE REFUGE WIDTH IS GREATER

8. CENTRAL REFUGE TACTILE PAVING ARRANGEMENT SHOWN IS FOR

BLACK AND YELLOW.

7. END OF ISLAND FACING APPROACHING MOTORIST TO BE PAINTED

SURROUND WITH DRAWCORD (MINIMUM COVER 600mm).

SERVICE DUCT, ACROSS CARRIAGEWAY IN 150mm CONCRETE

HIGH DENSITY POLYETHYLENE, SMOOTH SINGLE WALL ORANGE

6. DUCT CROSSING SHALL COMPRISE 3 No. 100mm INTERNAL DIAMETER

DETERMINE IF THERE IS A FUTURE NEED FOR THE DUCTING.

CONTROLLED CROSSING. DESIGNERS WILL BE REQUIRED TO

PROVIDE FOR POSSIBLE FUTURE UPGRADE TO A ZEBRA OR SIGNAL

5. THE DUCTING/ACCESS CHAMBER ARRANGEMENT IS DESIGNED TO

ON THIS DETAIL SHALL BE APPROVED IN ADVANCE BY THE ENGINEER.

4. ALTERNATIVE PROPOSALS TO THE POLE MOUNTING SYSTEM SHOWN

3. FOR TACTILE PAVING AND RECOMMENDED GRADIENTS REFER TO CC-SCD-05136.

UPSTAND OF 6mm ABOVE CARRIAGEWAY.

2. DROPPED KERBS SHALL BE LAID FLUSH WITH AN ABSOLUTE MAXIMUM

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.




STREAM

(SEE NOTE 6)

DUCT CROSSING


WITH SIGNAGE

PEDESTRIAN REFUGE

PAVING PALETTE

FINISH TO REFLECT TOWNS

REFUGE ISLAND CONSTRUCTION

FOR DETAILS

DRAWING No. CC-SCD-05136

DROPPED KERB. REFER TO

FOR DETAILS

DRAWING No. CC-SCD-05136

DROPPED KERB. REFER TO

(1500

MIN)

100mm DUCT

BOLLARD TO EN 12767

IMPACT RECOVERY

76mm DIAMETER

CARRIAGEWAY

600mm DIAMETER

"KEEP LEFT" SIGNS,

2 No. RETROREFLECTIVE

BOLLARD IS HIT

AND BOLLARD IF

BETWEEN FIXED POLE

ENSURE CLEARANCE

CHAMBER

ACCESS

BUFF TACTILE BLISTER PAVING


SYSTEM

RETENTION SOCKET

RETENTION SOCKET SYSTEM

GRADIENT 1:20, ABSOLUTE MAXIMUM 1:12

DROPPED KERBS AND PAVING SLABS DESIRED

FOOTWAY REGRADED TO FOLLOW PROFILE OF

CUTTING DETAILS

No. CC-SCD-05143 FOR

REFER TO DRAWING

ACCESS CHAMBER

ACCESS CHAMBER

FOR CUTTING DETAILS

No. CC-SCD-05143

REFER TO DRAWING

ACCESS CHAMBER



ZEBRA CROSSING


PLAN

B1

B1

NOTES:

EACH KERB.

THAN 2.1m, TACTILE PAVING SHOULD BE LIMITED TO TWO ROWS AT



7. REFER TO CC-SCD-05134 AND CC-SCD-05138 FOR FURTHER DETAILS.

BLACK AND YELLOW.








3. FOR TACTILE PAVING AND RECOMMENDED GRADIENTS REFER TO CC-SCD-05137.

UPSTAND OF 6mm ABOVE CARRIAGEWAY.

2. DROPPED KERBS SHALL BE LAID FLUSH WITH AN ABSOLUTE MAXIMUM





STREAM

2300 2300

500 500

2100

(1500

MIN)

(MAX 10m)2.4m TO 5.0m

(SEE NOTE 5)

DUCT CROSSING

PAVING PALETTE



BOLLARD TO EN 12767

IMPACT RECOVERY

76mm

100mm DUCT

132mm

BEACON POLE

TYPE B2 BELISHA

No. CC-SCD-05137 FOR DETAILS

DROPPED KERB. REFER TO DRAWING



BELISHA BEACONS

WITH SIGNAGE AND

PEDESTRIAN REFUGE


DROPPER KERBS AND PAVING SLABS DESIRED


SYSTEM

RETENTION SOCKET

SYSTEM

RETENTION SOCKET

BOLLARD IS HIT

AND BOLLARD IF

BETWEEN FIXED POLE

ENSURE CLEARANCE

CHAMBER

ACCESS

RED TACTILE BLISTER PAVING



FOR CUTTING DETAILS

No. CC-SCD-05143

REFER TO DRAWING

ACCESS CHAMBER

ACCESS CHAMBER

FOR CUTTING DETAILS

No. CC-SCD-05143

REFER TO DRAWING

ACCESS CHAMBER

RETENTION SOCKET SYSTEM L-SHAPE

L-SHAPE




PUFFIN CROSSING


PLAN

2300 2300

500 500

2100

(1500

MIN)

NOTES:

(MAX 10m)2.4m - 5.0m

EACH KERB.

THAN 2.1m, TACTILE PAVING SHOULD BE LIMITED TO TWO ROWS AT



BLACK AND YELLOW.








REFER TO CC-SCD-05135, CC-SCD-05137 & CC-SCD-05139

3. FOR TACTILE PAVING, SIGNAL POLE DETAILS AND RECOMMENDED GRADIENTS

MAXIMUM UPSTAND OF 6mm ABOVE CARRIAGEWAY.

2. DROPPED KERBS SHALL BE LAID FLUSH WITH AN ABSOLUTE





STREAM

(SEE NOTE 5)

DUCT CROSSING

PAVING PALETTE



76mm

100mm DUCT





SIGNAL POLE


DROPPER KERBS AND PAVING SLABS DESIRED




ACCESS CHAMBER

BOLLARD IS HIT

AND BOLLARD IF

BETWEEN FIXED POLE

ENSURE CLEARANCE

BOLLARD IS HIT

AND BOLLARD IF

BETWEEN FIXED POLE

ENSURE CLEARANCE

SYSTEM

RETENTION SOCKET

SYSTEM

RETENTION SOCKET

SIGNAL POLES

WITH SIGNAGE AND

PEDESTRIAN REFUGE

FOR CUTTING DETAILS

No. CC-SCD-05143

REFER TO DRAWING

ACCESS CHAMBER

ACCESS CHAMBER

FOR CUTTING DETAILS

No. CC-SCD-05143

REFER TO DRAWING

ACCESS CHAMBER




AND POLE POSITION DETAIL

ZEBRA CROSSING TACTILE PAVING


0.50m

0.50m

0.50m

0.50m




STREAM

NOTES:

JOINTS FILLED WITH 4:1 MIX WITHIN 2mm OF THE PAVING SURFACE.

2. TACTILE BLISTER PAVING SHALL BE BEDDED ON 25mm MOIST SAND/CEMENT MORTAR (3:1),

OTHER SIZE MODULES MAY BE USED WHERE SITE SPECIFIC CIRCUMSTANCES DICTATE.

1. MODULE TYPE B (400mm BY 400mm) ONLY IS SHOWN HERE AND SHALL BE USED IN MOST CASES.

PLAN

LEGEND:




TRAFFIC SIGNAL DETAILS

PUFFIN CROSSING TACTILE PAVING AND


(M

AX

10

m)

4m STRAIGHT SIGNAL POLE

3 ASPECT LED "RED/YELLOW/GREEN TRAFFIC SIGNAL WITH PRIMARY HOODS

EXTRA LOW VOLTAGE (48V)

PUSH BUTTON UNIT FITTED WITH AUDIBLE SOUNDER AND TACTILE DEVICE;

MICROWAVE PEDESTRIAN ON-CROSSING DETECTOR. EXTRA LOW VOLTAGE (48V)

MICROWAVE VEHICLE DETECTOR UNIT (TR2123. EXTRA LOW VOLTAGE (48V)

DIGITAL KERBSIDE DETECTOR UNIT. EXTRA LOW VOLTAGE (48V)

CONTROLLER CABINET WITH FEEDER PILLAR FOR ELECTRICITY SUPPLY

FOR FARSIDE ASPECT IS TEMPORARY UNTIL THE LEGISLATION HAS BEEN CHANGED.

WITH LATERAL ADJUSTMENT HOUSING), EXTRA LOW VOLTAGE (48V) NOTE: THE REQUIREMENT

PEDESTRIAN FARSIDE LED REPEATER (RED / GREEN MAN) (NARROW FIELD OPTIC VISION,


(NARROW FIELD OPTIC VISION, WITH LATERAL ADJUSTMENT HOUSING),

PEDESTRIAN NEARSIDE LED ASPECT (RED / YELLOW / GREEN MAN)


(NARROW FIELD OPTIC VISION, WITH LATERAL ADJUSTMENT HOUSING),

PEDESTRIAN NEARSIDE LED REPEATER (RED / GREEN MAN)

STOP LINE

STOP LINE

2.4

0m

-5.0

m

0.5

m0.5

m

0.5m

PLAN


LEGEND:

0.6m




STREAM

E

E


STREAM



5mm +/-0.5

APPROX DIA 25mm

THE ACTUAL DEPTH WILL BE

RELATED TO THE MATERIAL

USED TO CONSTRUCT THE

MODULE

MODULE TYPE B - 36 DOMES

49.7

mm400mm

67

mm

33

mm

67mm33mm

RADIUS 16mm

APPROX


TACTILE AND PAVING DETAILS AND RECOMMENDED

GRADIENTS AT UNCONTROLLED PEDESTRIAN CROSSING

JULY 2021N/A

ALIGN KERB JOINTSWITH PAVING CUTLINE

600x600 PAVING 5mm JOINT.PREFERRED OPTION FORPAVING TO BE LAID @90 DEGREES TO LEADINGKERB EDGE.

BACK OF FOOTPATH

90

1:20

DROPPED KERB DROPPED KERB

1:20

1:2

0

FOR NEW CROSSINGIN EXISTING PATH,MATCH KERB TOEXISTING

o

IF FOOTPATH IS TOO NARROW TO ALLOW 900mmOF UNRAMPED AREA, THEN GRADIENT TO EXTENDTO BACK OF FOOTPATH

0.9

mMIN

(1:1

2M

AX)

(1:12 MAX) (1:12 MAX)

LEGEND:

NOTES:

2.40m - 5.0m

(10m MAX)

1. THE TACTILE DOMES ON THE TILES MUST BE LINED UP TO GIVE THE DIRECTION OF TRAVEL IN ORDER TO CROSS THE CARRIAGEWAY STRAIGHT

2. UTILITY CABINETS/CHAMBERS MUST NOT BE LOCATED WITHIN TACTILE PAVING AREA

3. REFER TO TACTILE PAVING GUIDANCE DOCUMENTATION

4. MODULE TYPE B (400 x 400mm) ONLY IS SHOWN HERE AND SHALL BE USED IN MOST CASES. OTHER SIZE MODULES MAY BE USED WHERE SITE SPECIFIC CIRCUMSTANCES DICTATE.

5. TACTILE BLISTER PAVING SHALL BE BEDDED ON 25mm MOIST SAND / CEMENT MORTAR (3:1), JOINTS FILLED WITH 4:1 MIX WITHIN 2mm OF THE PAVING SURFACE.

TACTILE PAVIOUR: 400X400 BUFF FINISH (5mm JOINT).TACTILE TO BE LAID SO BLISTER PATTERN IS IN LINE WITH CROSSING.

TACTILE PAVING WIDTH TO SUIT PROPOSEDCROSSING WIDTH (MIN 2.4m) FOR PEDESTRIANS

ALIGN KERB JOINTSWITH PAVING CUTLINE

BACK OF FOOTPATH

600x600 PAVING 5mm JOINT.PREFERRED OPTION FORPAVING TO BE LAID @90 DEGREES TO LEADINGKERB EDGE.


NA

RR

OW

FO

OTP

AT

H


STREAM



5mm +/-0.5

APPROX DIA 25mm

THE ACTUAL DEPTH WILL BE

RELATED TO THE MATERIAL

USED TO CONSTRUCT THE

MODULE

MODULE TYPE B - 36 DOMES

49.7

mm400mm

67

mm

33

mm

67mm33mm

RADIUS 16mm

APPROX


TACTILE PAVING DETAIL AND RECOMMENDED GRADIENTS

- CONTROLLED PEDESTRIAN CROSSING

JULY 2021N/A

90

BACK OF FOOTPATH

IF FOOTPATH IS TOO NARROW TO ALLOW 900mmOF UNRAMPED AREA, THEN GRADIENT TO EXTENDTO BACK OF FOOTPATH

0.9

mMIN

1:2

0(1:1

2M

AX)



DROPPED KERB

FLUSH KERB

DROPPED KERB

o

BACK OF FOOTPATH

600x600 PAVING 5mm JOINT.PREFERRED OPTION FOR PAVINGTO BE LAID @ 90 DEGREES TOLEADING KERB EDGE

ALIGN KERB JOINTS WITHPAVING CUTLINE

600x600 PAVING 5mm JOINT.PREFERRED OPTION FOR PAVINGTO BE LAID @ 90 DEGREES TOLEADING KERB EDGE

TACTILE PAVIOUR:400X400 RED FINISH (5mm JOINT).TACTILE TO BE LAID SO BLISTER PATTERNIS IN LINE WITH CROSSING


NA

RR

OW

FO

OT

WA

Y

0.5mMAX

TRAFFIC SIGNAL POLE WITH PUSHBUTTON TO BE LOCATED AS CLOSETO TACTILE SURFACE AS POSSIBLE(WITHIN 500mm MAX), TO RIGHTHAND SIDE

TRAFFIC SIGNAL POLE WITH PUSHBUTTON TO BE LOCATED AS CLOSETO TACTILE SURFACE AS POSSIBLE(WITHIN 500mm MAX), TO RIGHTHAND SIDE

1:20 (1:12 MAX)

DROPPEDKERB

FLUSH KERB DROPPEDKERB

FOR NEW CROSSING IN EXISTINGPATH, MATCH KERB TO EXISTING

1:20 (1:12 MAX)

LEGEND:

NOTES:

1:2

0

(1:1

2M

AX)

(1:12 MAX)

1:20 1:20

(1:12 MAX)

1:2

0

(1:1

2M

AX)

2.4m - 5m (10m MAX)

2.4m - 5m (10m MAX)

0.6mMIN

1. THE TACTILE DOMES ON THE TILES MUST BE LINED UP TO GIVE THE DIRECTION OF TRAVEL IN ORDER TO CROSS THE CARRIAGEWAY STRAIGHT

2. UTILITY CABINETS/CHAMBERS MUST NOT BE LOCATED WITHIN TACTILE PAVING AREA

3. RETENTION SOCKETS TO BE FITTED AT BASE OF ALL SIGNAL POLES. SOCKET ACCESS ORIENTATED SO THAT ACCESS IS GAINED FROM FOOTPATH

4. REFER TO TACTILE PAVING GUIDANCE DOCUMENTATION

5. MODULE TYPE B (400 x 400mm) ONLY IS SHOWN HERE AND SHALL BE USED IN MOST CASES. OTHER SIZE MODULES MAY BE USED WHERE SITE SPECIFIC CIRCUMSTANCES DICTATE.

6. TACTILE BLISTER PAVING SHALL BE BEDDED ON 25mm MOIST SAND / CEMENT MORTAR (3:1), JOINTS FILLED WITH 4:1 MIX WITHIN 2mm OF THE PAVING SURFACE.

(REFER TO CC-SCD-05032)CROSSING SPECIFIC LIGHTING

DIAMETER 76mm

LED BEACON MID POLEPOLES TO BE FITTED WITH

275-3

35

mm

275-3

35

mm

AS PART OF LEGISLATION.BLACK AND WHITE BANDS REQUIRED

500mm

2100

mm

-3100

mm

TY

PIC

ALL

Y6000

mm

1050

mm

CARRIAGEWAY LEVEL

FOOTPATH LEVEL

WIDE BASE POLE

DIAMETER 132mm WIDE BASE

2100

mm

-3100

mm

TY

PIC

ALL

Y6000

mm

1050

mm

DIAMETER 76mm

BLACK BEACON POLE

WHITE BAND

BL

AC

KB

AN

D

1000

mm

MA

X

FOOTPATH LEVELWIDE BASE POLE


DIAMETER 76mm

FRONT VIEW SIDE VIEW

2100

mm

-3100

mm

600

mm

275-3

35

mm

275-3

35

mm

275-3

35

mm

LEVELREFUGE ISLANDFOOTPATH OR

CARRIAGEWAY LEVEL


BULBS TO BE LEDBEACON (SHROUD IF REQUIRED).POLES TO BE FITTED WITH LED

*

INTERGRAL BELISHA STREET LIGHT FITTED WITH LANTERN AT 6m HEIGHT

TYPE B1

BEACON ON TOP, NO ADDITIONAL LANTERN

TYPE B2

ZEBRA CONTROLLED CROSSINGS (SECTION 5.8.1)

4. REFER TO TII STANDARD DH_LHT_03038 FOR LIGHTING OF

3. LIGHT SENSOR SHALL ADJUST OUTPUT TO AMBIENT LEVELS.

PLACED ON POLE.

2. NO ADDITIONAL SUPPLEMENTARY FLASHING LIGHTS TO BE

TO BE STRENGTHENED ACCORDINGLY.

IN HEIGHT AND THE FOUNDATION REQUIREMENTS WILL NEED

THE RETENTION SOCKET SYSTEM WILL NEED TO BE ADJUSTED

THE BOTTOM TO ACHIEVE AN ABSOLUTE MINIMUM OF 340mm.

SERVICES, THE BELISHA BEACON POLE MAY BE CUT FROM

1. WHERE 600mm IS NOT FEASIBLE E.G. DUE TO UNDERGROUND


BELISHA BEACON POLE DETAIL



L-SHAPE OR T-SHAPE RETENTION SOCKET SYSTEM

CUTTING PAVING TO POLE BASESNOTE: REFER TO DRAWING CC-SCD-05142 FOR




STREAM

4m/114mm SIGNAL POLE INSTALLATION ON FOOTPATH

NEARSIDE ASPECT FRONT VIEW FARSIDE ASPECT FRONT VIEW


PUFFIN CROSSING SIGNAL POLE DETAIL


CARRIAGEWAY.

SURFACE. ALL UNITS SHALL FACE THE PEDESTRIAN WAITING AREA PARALLEL TO THE

UNIT. BASE OF REPEATER UNIT SHALL BE LOCATED 1.9m ABOVE THE PAVEMENT

THE LARGE NEARSIDE ASPECT TO BE LOCATED DIRECTLY ABOVE THE PUSH BUTTON

BASE OF PUSH BUTTON UNIT SHALL BE LOCATED 1m ABOVE THE PAVEMENT SURFACE,

4.0

m

1.9

m

1m

0.7

mSIGNAL FIXING HOLES

DIAMETER 114mm

SMALL NEARSIDE REPEATER

(FOOTPATH SIDE)

ACCESS CHANNEL

PUSH BUTTON UNIT

FOOTPATH LEVEL

CARRIAGEWAY LEVEL

LARGE NEARSIDE ASPECT

DIAMETER 114mm

*

L-SHAPE


NOTE: REFER TO DRAWING CC-SCD-05142 FOR CUTTING PAVING TO POLE BASES

0.6m




STREAM


STREAM




HISTORIC KERB DETAIL

JULY 2021N/A

P

O

FALL

CARRIAGEWAY

MIN 100mm TO EDGE OF HISTORIC KERB

DISH TO BE FORMED/GROUND OUT IN HISTORICPAVING ONCE LAID (IN LINE WITHDRAINAGE CHANNEL)

DRAINAGE CHANNEL

HISTORIC KERB RELAID TO SPEC.

COLOUR OF JOINTING MATERIALTO MATCH TONE OF HISTORICKERB

o

UNEVEN JOINTING

VARIOUS KERB WIDTHS USED

EQUAL KERB WIDTHS USED.

UNIFORM JOINTING

VA

RIE

S

FALL

TYP.

TY

P

10-12mm

90

200

100

8-1

0m

m

VARIES150 TO450mm

1. WHERE THERE IS HISTORIC PAVING ON THE STREET IT MAY BE POSSIBLE TO LIFT, STORE, RECONDITION AND REUSE THESE ELEMENTS.

NOTES:

X XCARRIAGEWAY

KE

RB

LIN

E

10mm

10mm

SLAB CUT TO FIT

DIA. POLE

TYPICAL 120mm

DIA. POLE

TYPICAL 70mm

NOT ACCEPTED

TO BE AVOIDED

POLES IN KERB / CLEAR ZONE

UTILITY COVER

TYPICAL TRAFFIC

NOTES:

TYPICAL BOLLARD

FOR TRAFFIC CONTROL.

MAYBE PLACED TO PROVIDE AN ALTERNATE METHOD TO BOLLARDS

6. BIKE RACKS OR BINS REQUIRED AS PART OF THE STREETSCAPE,

5. COMBINE SIGNS ON POLES TO REDUCE VISUAL CLUTTER.

OR ANGULAR CUTS TO BE AVOIDED.

4. ALL POLES TO BE CORED TO FIT IN PAVING LAYOUT. EXCESS FILL

3. NO POLES IN KERB ZONE.

2. DO NOT SCALE OFF THIS DRAWING.

RELEVANT TII DOCUMENTATION.

1. THIS DRAWING SHALL BE READ IN CONJUCTION WITH ALL


POLE PLACEMENT AND PAVEMENT CUTTING DETAILS IN PAVED FOOTPATH





STREAM

10mm

EN 124 - D400


STREAM




UTILITY LIDS IN PAVING

DETAILS

JULY 2021N/A

UTILITY COVER REALIGNED

5-10mm

D

B

E

C

E

D

D

B

CUT CIRCULAR HOLES FOR ROUND COVERS.FIT AS CLOSELY POSSIBLE 5-10mm JOINTS

EXISTING COVERS THAT ARE LESS THAN 5 DEGREESOUT OF ALIGNMENTSHOULD BE RESET ON THEEXISTING CHAMBER WALL

CUT PAVING AROUND THE PIT COVER AS REQUIRED,FOLLOWING THE SHAPE OF THE COVER, WITH JOINTSNO MORE THAN 5-10mm OR AS NARROW AS THECOVER LID PERMITS

CARRIAGEWAY

PAVING SLABSCUT TO SHAPE

CUT SLAB IFMORE THAN100mm

DO NOT CUT KERB.USE SECTION OF NARROWKERB TO FILL GAP

NEW UTILITY COVERS TO BE ALIGNED PARALLEL TOTHE KERB. ALIGN AS MANY SIDES OF THE COVER WITHTHE PAVING JOINTS AS POSSIBLE. ALIGN SMALL COVERSWITH PAVING JOINTS OR CUT A HOLETHROUGH THE PAVING

WHERE GAP IS LESS THAN 50mm AN APPROVED FILLMAY BE USED IF REQUIRED. WHERE GAP IS MORETHAN 50mm A PIECE OF STONE OR SLAB CUT TO FIT,MUST BE USED

A

A

C

D

E

LEGEND:


STREAM




CYCLE FRIENDLY GULLY DETAILS

JULY 2021N/A

CYCLE FRIENDLY GRATE CYCLE FRIENDLY GRATE CYCLE FRIENDLY GRATE

GRATE SLOTS SHOULD BE AT RIGHT

ANGLES TO THE DIRECTION OF TRAVEL

CYCLE FRIENDLY GRATES CAN TAKE

SEVERAL DIFFERENT FORMS, THIS

BEING ANOTHER EXAMPLE. THESE

GRATES SHOULD BE SLIP RESISTANT

ABOVE IS AN EXAMPLE OF A HIGH VOLUME

GRATING THAT MAY BE USE ON THE NETWORK

WHERE CYCLES ARE NOT PERMITTED

NOTES:

1. DRAINAGE GULLIES, CHANNELS AND MANHOLE COVERS CAN PRESENT HAZARDS TO CYCLISTS AND SHOULD BE LOCATED

AWAY FROM TRAVELLING SURFACE USED BY CYCLISTS. THIS IS PARTICULARLY IMPORTANT ON BENDS AND SHARP CURVES

AS WET IRONMONGERY IS QUITE LIKELY TO CAUSE CYCLISTS TO SKID, SLIP OR FALL OFF. GULLIES WITH SLOTS RUNNING

PARALLEL TO BICYCLE WHEELS ARE ALSO A SERIOUS HAZRAD TO CYCLISTS.

2. CYCLE FRIENDLY DESIGN SOLUTIONS INCLUDE:-

- OFFLINE POSTIONING FOR MANHOLES ETC.

- SIDE ENTRY GULLIES.

- CONTINUOUS KERB DRAINAGE.

3. IF IRONMONGERY CANNOT BE LOCATED OFFLINE, IT MUST BE FINISHED FLUSH (TYPICALLY +/-5mm) AND RECESSED MANHOLE

COVERS SHOULD BE CONSIDERED TO AVOID SLIPPERY METAL SURFACES.

4. IF GULLIES CANNOT BE LOCATED OFFLINE, THEIR SLOTS MUST BE AT RIGHT ANGLES TO THE CYCLING DIRECTION. SIDE ENTRY GULLY

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