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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-05107 Transition Zone - Sample Layouts When Available Width Between 11.6m to 14.8m
CC-SCD-05108 Transition Zone - Sample Layouts When Available Width Between 14.9m to 16.9m
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
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.
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
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
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
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'
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
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
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
SCDCC 05104STANDARDS
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
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
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
STANDARDS JULY 2021N/A
GATEWAY SIGN TYPE 'B'
GATEWAY SIGN TYPE 'B'
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.
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
PLANTED BUFFER PLANTED BUFFER
EXISTING CARRIAGEWAY WIDTH EXISTING CARRIAGEWAY WIDTH
CARRIAGEWAY (6m MIN)
CARRIAGEWAY (6m MIN)
LOW LEVEL PLANTING
SCDCC 05106STANDARDS
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
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
PLANTING BUFFER PLANTING BUFFER
PLANTING BUFFER
PLANTING BUFFER
EXISTING WIDTH
EXISTING WIDTH
LOW LEVEL PLANTING
FASTIGIATE TREE
SCDCC 05107STANDARDS
BETWEEN 11.6m TO 14.8m
TRANSITION ZONE - SAMPLE LAYOUTS WHEN AVAILABLE WIDTH
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.
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
SECTION
PLAN
PLAN
SECTION
TACTILE BLISTER PAVING
LOW LEVEL PLANTING
FASTIGIATE TREE
STANDARD CC SCD 05108JULY 2021
TRANSITION ZONE - SAMPLE LAYOUTS WHEN AVAILABLE WIDTH
BETWEEN 14.9m TO 16.9m
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
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
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
TRANSITION ZONE - SAMPLE LAYOUTS WHEN AVAILABLE WIDTH
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
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
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
SCDCC 05110STANDARDS
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
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
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
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
TACTILE BLISTER
PAVING
LOW LEVEL PLANTING
STREET TREE
SCDCC 05112
PLAN OF KERBED BUILD-OUT FROM FOOTPATH
STANDARDS JULY 2021N/A
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
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
SCDCC 05113
PLAN OF CENTRAL ISLAND
STANDARDS JULY 2021N/A
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
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
TACTILE BLISTER PAVING
STREET TREE
LOW LEVEL PLANTING
SCDCC 05114STANDARDS
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
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
STREET TREE
SCDCC 05115STANDARDS
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
TACTILE BLISTER PAVING
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
PUBLICATION TITLEACTIVITY
STREAM
CALMING
TRAFFIC
400m
Ceansú
Tráchta
STANDARD CONSTRUCTION DETAIL (SCD)
TRAFFIC CALMING SIGN
N/A STANDARD JULY 2021 05117SCDCC
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.
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
Ná
Scoitear
NOT
DO
PASS
STANDARD CONSTRUCTION DETAIL (SCD)
DO NOT PASS SIGN
N/A STANDARD JULY 2021 05118SCDCC
1050
2400
384
75
1200
75
75
140
150
900
150
686
140
75
75105075
NOTES:
6. NOT TO SCALE.
5. ALL DIMENSIONS IN mm.
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
3. MATERIAL: CLASS RA2.
(SEE TRAFFIC SIGNS MANUAL, CHAPTER 5, SIGN RUS 014)
2. REGULATORY SIGN: 900mm DIAMETER.
1. TEXT HEIGHT: 6 S/W.
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
MACROOM
Maigh Chromtha
km h
STANDARD CONSTRUCTION DETAIL (SCD)
GATEWAY SIGN A (INBOUND)
N/A STANDARD JULY 2021 05119SCDCC
105075 75
75
700
1900
150
900
150
113
113
NOTES:
1200
5. NOT TO SCALE.
4. ALL DIMENSIONS IN mm.
3. MATERIAL: CLASS RA2.
CHAPTER 5, SIGN RUS 043)
2. REGULATORY SIGN: 900mm DIAMETER. (SEE TRAFFIC SIGNS MANUAL,
1. TEXT HEIGHT TO SUIT.
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
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
Comhairle Chontae Chorcaí
CORK COUNTY COUNCIL
STANDARD CONSTRUCTION DETAIL (SCD)
GATEWAY SIGN A (OUTBOUND)
N/A STANDARD JULY 2021 05120SCDCC
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
km h
MACROOM
Maigh Chromtha
STANDARD CONSTRUCTION DETAIL (SCD)
GATEWAY SIGN B (INBOUND)
N/A STANDARD JULY 2021 05121SCDCC
700
150
150
700
75 1350 75
1500
75
2750
300 300
900
75
6. NOT TO SCALE
5. ALL DIMENSIONS IN mm
TYPE C DESIGN
4. GATEWAY SIGN B (INBOUND) FOR USE IN TYPE B AND
3. MATERIAL: CLASS RA2
SIGNS MANUAL, CHAPTER 5, SIGN RUS 043)
2. REGULATORY SIGN: 900mm DIAMETER (SEE TRAFFIC
1. TEXT HEIGHT TO SUIT
NOTES:
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
Comhairle Chontae Chorcaí
CORK COUNTY COUNCIL
LOCAL
MESSAGE
km h
STANDARD CONSTRUCTION DETAIL (SCD)
GATEWAY SIGN B (OUTBOUND)
N/A STANDARD JULY 2021 05122SCDCC
700
120
Comhairle Chontae Chorcaí
CORK COUNTY COUNCIL
LOCAL
MESSAGE
km h
75
75
75
75
300 300
900
1500
1350
2750
700
150
NOTES:
6. NOT TO SCALE
5. ALL DIMENSIONS IN mm
4. GATEWAY SIGN TYPE B (OUTBOUND) FOR USE IN TYPE B AND TYPE C DESIGN
3. MATERIAL: CLASS RA2
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.
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAIL (SCD)
ROAD MARKINGS AND GENERAL LAYOUT
UNCONTROLLED PEDESTRIAN CROSSING
N/A STANDARD JULY 2021 05123SCDCC
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)
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
PLAN
BUFF TACTILE BLISTER PAVING (400x400mm)
STANDARD CONSTRUCTION DETAIL (SCD)
ROAD MARKINGS AND GENERAL LAYOUT
UNCONTROLLED CROSSING WITH REFUGE ISLAND
N/A STANDARD JULY 2021 05124SCDCC
(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
3. DROPPED KERBS MUST BE LAID FLUSH WITH CARRIAGEWAY SURFACE, WITH AN ABSOLUTE MAXIMUM UPSTAND OF 6mm.
2. FOR REFUGE ISLAND DETAILS REFER TO CC-SCD-05113; FOR TACTILE PAVING DETAILS TO CC-SCD-05136.
1. A CLEAR FOOTPATH PASSAGE WIDTH OF 1.2m SHOULD BE MAINTAINED BETWEEN ALL STREET FURNITURE, TREES ETC.
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
( MAX 10m )
STANDARD CONSTRUCTION DETAIL (SCD)
ROAD MARKINGS AND GENERAL LAYOUT
ZEBRA CROSSING
N/A STANDARD JULY 2021 05125SCDCC
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
4. DROPPED KERBS MUST BE LAID FLUSH WITH CARRIAGEWAY SURFACE, WITH AN ABSOLUTE MAXIMUM UPSTAND OF 6mm.
3. FOR DETAILS OF THE LENGTH OF ZIGZAG MARKINGS REFER TO THE TRAFFIC SIGNS MANUAL.
2. FOR TACTILE PAVING DETAILS REFER TO CC-SCD-05137.
1. A CLEAR FOOTPATH PASSAGE WIDTH OF 1.2m SHOULD BE MAINTAINED BETWEEN ALL STREET FURNITURE, TREES ETC.
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
PLAN
B1
B1
STANDARD CONSTRUCTION DETAIL (SCD)
ROAD MARKINGS AND GENERAL LAYOUT
ZEBRA CROSSING WITH REFUGE ISLAND
N/A STANDARD JULY 2021 05126SCDCC
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
4. DROPPED KERBS MUST BE LAID FLUSH WITH CARRIAGEWAY SURFACE, WITH AN ABSOLUTE MAXIMUM UPSTAND OF 6mm.
3. FOR DETAILS OF THE LENGTH OF ZIGZAG MARKINGS REFER TO THE TRAFFIC SIGNS MANUAL.
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
1. A CLEAR FOOTPATH PASSAGE WIDTH OF 1.2m SHOULD BE MAINTAINED BETWEEN ALL STREET FURNITURE, TREES ETC.
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
( MAX 10m )BACK OF FOOTPATH
DROPPED KERB
2.4m - 5.0m
PLAN
STANDARD CONSTRUCTION DETAIL (SCD)
ROAD MARKINGS AND GENERAL LAYOUT
PUFFIN CROSSING
N/A STANDARD JULY 2021 05127SCDCC
NOTES:LEGEND:
CARRIAGEWAY
FOOTPATH
KERBLINE
RED FINISH (400x400mm)
TACTILE BLISTER PAVING,
6. FOR SIGNAL BOX PLACEMENT REFER TO SECTION 5.4.3.3 OF DN_GEO_03084.
5. DROPPED KERBS MUST BE LAID FLUSH WITH CARRIAGEWAY SURFACE, WITH AN ABSOLUTE MAXIMUM UPSTAND OF 6mm.
4. THIS LAYOUT CAN ALSO BE USED FOR A TOUCAN CROSSING BUT WITH A CROSSING WALKWAY WIDTH OF 4m TO 5m.
3. FOR DETAILS OF THE LENGTH OF ZIGZAG MARKINGS REFER TO THE TRAFFIC SIGNS MANUAL.
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
1. A CLEAR FOOTPATH PASSAGE WIDTH OF 1.2m SHOULD BE MAINTAINED BETWEEN ALL STREET FURNITURE, TREES ETC.
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
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 )
STANDARD CONSTRUCTION DETAIL (SCD)
ROAD MARKINGS AND GENERAL LAYOUT
PUFFIN CROSSING WITH REFUGE ISLAND
N/A STANDARD JULY 2021 05128SCDCC
BACK OF FOOTPATH
NOTES:LEGEND:
LOW LEVEL PLANTING
2.40m - 5.0m
DROPPED KERB
CARRIAGEWAY
FOOTPATH
KERBLINE
RED FINISH (400x400mm)
TACTILE BLISTER PAVING,
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.
5. DROPPED KERBS MUST BE LAID FLUSH WITH CARRIAGEWAY SURFACE, WITH AN ABSOLUTE MAXIMUM UPSTAND OF 6mm.
4. FOR DETAILS OF THE LENGTH OF ZIGZAG MARKINGS REFER TO THE TRAFFIC SIGNS MANUAL.
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
1. A CLEAR FOOTPATH PASSAGE WIDTH OF 1.2m SHOULD BE MAINTAINED BETWEEN ALL STREET FURNITURE, TREES ETC.
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
E
PE
PE
TO CAUSE AN OBSTRUCTION ON FOOTPATH)
(TYPICALLY SET BACK INTO WALL SO AS NOT
SIGNAL BOX
STANDARD CONSTRUCTION DETAIL (SCD)
UNCONTROLLED CROSSINGS
LIGHTING DETAIL AT
N/A STANDARD JULY 2021 05129SCDCC
BUFF TACTILE BLISTER PAVING (400x400mm)
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
3. FOR TACTILE PAVING DETAILS REFER TO CC-SCD-05136.
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
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
PLAN
STANDARD CONSTRUCTION DETAIL (SCD)
VISIBILITY REQUIREMENTS
2 LANE APPROACH TO ZEBRA CROSSING,
N/A STANDARD JULY 2021 05130SCDCC
COMBINED BELISHA BEACON AND LIGHT
LEGEND:
TACTILE BLISTER PAVING, RED FINISH (400x400mm)
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
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
INTERVISIBILITYLINE
STANDARD CONSTRUCTION DETAIL (SCD)
CONSTRUCTION DETAIL FOR REFUGE ISLAND
UNCONTROLLED CROSSING
N/A STANDARD JULY 2021 05131SCDCC
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.
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
(SEE NOTE 6)
DUCT CROSSING
TACTILE BLISTER PAVING
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
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
STANDARD CONSTRUCTION DETAIL (SCD)
CONSTRUCTION DETAIL FOR REFUGE ISLAND
ZEBRA CROSSING
N/A STANDARD JULY 2021 05132SCDCC
PLAN
B1
B1
NOTES:
EACH KERB.
THAN 2.1m, TACTILE PAVING SHOULD BE LIMITED TO TWO ROWS AT
REFUGES UP TO 2.1m WIDE. WHERE REFUGE WIDTH IS GREATER
8. CENTRAL REFUGE TACTILE PAVING ARRANGEMENT SHOWN IS FOR
7. REFER TO CC-SCD-05134 AND CC-SCD-05138 FOR FURTHER DETAILS.
BLACK AND YELLOW.
6. 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
5. DUCT CROSSING SHALL COMPRISE 3 No. 100mm INTERNAL DIAMETER
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-05137.
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.
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
2300 2300
500 500
2100
(1500
MIN)
(MAX 10m)2.4m TO 5.0m
(SEE NOTE 5)
DUCT CROSSING
PAVING PALETTE
FINISH TO REFLECT TOWNS
REFUGE ISLAND CONSTRUCTION
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
No. CC-SCD-05137 FOR DETAILS
DROPPED KERB. REFER TO DRAWING
BELISHA BEACONS
WITH SIGNAGE AND
PEDESTRIAN REFUGE
GRADIENT 1:20, ABSOLUTE MAXIMUM 1:12
DROPPER KERBS AND PAVING SLABS DESIRED
FOOTWAY REGRADED TO FOLLOW PROFILE OF
SYSTEM
RETENTION SOCKET
SYSTEM
RETENTION SOCKET
BOLLARD IS HIT
AND BOLLARD IF
BETWEEN FIXED POLE
ENSURE CLEARANCE
CHAMBER
ACCESS
RED TACTILE BLISTER PAVING
RED TACTILE BLISTER PAVING
BUFF 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
RETENTION SOCKET SYSTEM
STANDARD CONSTRUCTION DETAIL (SCD)
CONSTRUCTION DETAIL FOR REFUGE ISLAND
PUFFIN CROSSING
N/A STANDARD JULY 2021 05133SCDCC
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
REFUGES UP TO 2.1m WIDE. WHERE REFUGE WIDTH IS GREATER
7. CENTRAL REFUGE TACTILE PAVING ARRANGEMENT SHOWN IS FOR
BLACK AND YELLOW.
6. 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
5. DUCT CROSSING SHALL COMPRISE 3 No. 100mm INTERNAL DIAMETER
ON THIS DETAIL SHALL BE APPROVED IN ADVANCE BY THE ENGINEER.
4. ALTERNATIVE PROPOSALS TO THE POLE MOUNTING SYSTEM SHOWN
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
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
(SEE NOTE 5)
DUCT CROSSING
PAVING PALETTE
FINISH TO REFLECT TOWNS
REFUGE ISLAND CONSTRUCTION
76mm
100mm DUCT
No. CC-SCD-05137 FOR DETAILS
DROPPED KERB. REFER TO DRAWING
No. CC-SCD-05137 FOR DETAILS
DROPPED KERB. REFER TO DRAWING
SIGNAL POLE
GRADIENT 1:20, ABSOLUTE MAXIMUM 1:12
DROPPER KERBS AND PAVING SLABS DESIRED
FOOTWAY REGRADED TO FOLLOW PROFILE OF
RED TACTILE BLISTER PAVING
RED TACTILE BLISTER PAVING
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
RETENTION SOCKET SYSTEM L-SHAPE
RETENTION SOCKET SYSTEM L-SHAPE
STANDARD CONSTRUCTION DETAIL (SCD)
AND POLE POSITION DETAIL
ZEBRA CROSSING TACTILE PAVING
N/A STANDARD JULY 2021 05134SCDCC
0.50m
0.50m
0.50m
0.50m
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
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:
TACTILE BLISTER PAVING, RED FINISH (400x400mm)
COMBINED BELISHA BEACON AND LIGHT
STANDARD CONSTRUCTION DETAIL (SCD)
TRAFFIC SIGNAL DETAILS
PUFFIN CROSSING TACTILE PAVING AND
N/A STANDARD JULY 2021 05135SCDCC
(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,
EXTRA LOW VOLTAGE (48V)
(NARROW FIELD OPTIC VISION, WITH LATERAL ADJUSTMENT HOUSING),
PEDESTRIAN NEARSIDE LED ASPECT (RED / YELLOW / GREEN MAN)
EXTRA LOW VOLTAGE (48V)
(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
TACTILE BLISTER PAVING, RED FINISH (400x400mm)
LEGEND:
0.6m
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
E
E
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
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
SCDCC 05136STANDARDS
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.
FOR NEW CROSSINGIN EXISTING PATH,MATCH KERB TOEXISTING
NA
RR
OW
FO
OTP
AT
H
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
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
SCDCC 05137STANDARDS
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)
FOR NEW CROSSINGIN EXISTING PATH,MATCH KERB TOEXISTING
TACTILE PAVING WIDTH TO SUIT PROPOSEDCROSSING WIDTH (MIN 2.4m) FOR PEDESTRIANS
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
TACTILE PAVING WIDTH TO SUIT PROPOSEDCROSSING WIDTH (MIN 2.4m) FOR PEDESTRIANS
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 132mm WIDE BASE
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
DIAMETER 132mm WIDE BASE
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
STANDARD CONSTRUCTION DETAIL (SCD)
BELISHA BEACON POLE DETAIL
N/A STANDARD JULY 2021 05138SCDCC
RETENTION SOCKET SYSTEM L-SHAPE
L-SHAPE OR T-SHAPE RETENTION SOCKET SYSTEM
CUTTING PAVING TO POLE BASESNOTE: REFER TO DRAWING CC-SCD-05142 FOR
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
4m/114mm SIGNAL POLE INSTALLATION ON FOOTPATH
NEARSIDE ASPECT FRONT VIEW FARSIDE ASPECT FRONT VIEW
STANDARD CONSTRUCTION DETAIL (SCD)
PUFFIN CROSSING SIGNAL POLE DETAIL
N/A STANDARD JULY 2021 05139SCDCC
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
RETENTION SOCKET SYSTEM
NOTE: REFER TO DRAWING CC-SCD-05142 FOR CUTTING PAVING TO POLE BASES
0.6m
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
SCDCC 05140STANDARDS
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
STANDARD CONSTRUCTION DETAIL (SCD)
POLE PLACEMENT AND PAVEMENT CUTTING DETAILS IN PAVED FOOTPATH
N/A STANDARD JULY 2021 05142SCDCC
DRAWING NUMBERACTIVITY STREAM
PUBLICATION DATE PUBLICATION NUMBERDOCUMENTATION SETHISTORICAL REFERENCE
PUBLICATION TITLEACTIVITY
STREAM
10mm
EN 124 - D400
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
SCDCC 05143STANDARDS
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:
PUBLICATION TITLEACTIVITY
STREAM
STANDARD CONSTRUCTION DETAILS (SCD)
HISTORICAL REFERENCE DOCUMENTATION SET PUBLICATION DATE PUBLICATION NUMBER
SCDCC 05144STANDARDS
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
Recommended