%%USECTION B-B THROUGH 1.9m WIDE (1.6m WIDE) CUSHION
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600mm
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700mm
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600mm
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450mm (300mm)
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1m (1m)
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450mm (300mm)
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EXISTING
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CARRIAGEWAY
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LEVEL
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75mm(SEE NOTE 3)
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DIRECTION
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OF TRAVEL
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SAW CUT 30mm DEEP CHASE TO FIT THE FRAME AND ACHIEVE MINIMUM
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30mm DEPTH OF SURFACE COURSE.
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SCARIFY SURFACE WHERE ROAD CUSHIONS ARE TO BE CONSTRUCTED AND APPLY
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TACK COAT TO BOND NEW HUMPS WITH EXISTING CARRIAGEWAY.
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CUSHIONS SHALL BE MARKED WITH TEMPORARY WARNING TRIANGLES IN WHITE SPRAY
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PAINT IF THEY ARE TO BE TRAFFICKED BEFORE PERMANENT MARKINGS ARE APPLIED.
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1.
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2.
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3.
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4.
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5.
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- FOR 1.9m x 1.6m CUSHION (200mm WIDE AT SIDES AND 300mm ACROSS
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FRONT AND REAR).
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- FOR 1.9m x1.9m CUSHION (300mm WIDE ON ALL SIDES).
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%%UNOTES
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MINIMUM GAP FROM KERB TO CUSHION AND CUSHION TO CUSHION SHALL BE 750mm.
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WHERE CUSHIONS ARE CONTINUALLY PARKED OVER, MINIMUM GAP FROM KERB TO CUSHION
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MAY BE REDUCED TO 500mm.
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DISTANCES BETWEEN CUSHIONS, OR CUSHIONS AND KERB SHOULD NOT EXCEED 1200mm,
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WITH 1000mm AS IDEAL MAXIMUM.
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CUSHIONS SHALL BE CONSTRUCTED IN TWO LAYERS USING 30mm THICKNESS OF
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AC6 DENSE SURFACE COURSE 100/150 TO COMPLY WITH THE REQUIREMENTS OF
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BS 594987 AND BS EN 13108, AND UP TO 45mm THICKNESS REGULATING LAYER IN
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SAME MATERIAL, COMPACTED WITHIN METAL FRAME WITH VIBRATING WHACKER PLATE.
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SPACES LEFT AFTER REMOVAL OF FRAME TO BE FILLED WITH BITUMEN HOT POURED.
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FINISHED SURFACE LEVEL OF CUSHION TO BE 75mm AFTER COMPACTION.
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TOLERANCE IN FINISHED SURFACE LEVEL OF ROAD HUMPS IS ± 5mm.
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300 (200)
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SEE NOTE 1
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%%UTYPICAL 2 CUSHION DETAIL (NTS)
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DIRECTION
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OF TRAVEL
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200mm (1.6mx1.6m)
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%%UNOTES
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1. SAW CUT 30mm DEEP AROUND EDGE OF HUMP AND REMOVE EXISTING SURFACING 400mm WIDE TO FORM TIE-IN FOR
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SURFACE COURSE.
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2. SCARIFY SURFACE WHERE ROAD HUMPS ARE TO BE CONSTRUCTED AND APPLY TACK COAT TO BOND NEW HUMPS WITH
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EXISTING CARRIAGEWAY.
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3. HUMPS SHALL BE CONSTRUCTED IN TWO LAYERS USING 30mm THICKNESS OF AC6 DENSE SURFACE COURSE 100/150 TO
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COMPLY WITH THE REQUIREMENTS OF BS 594987 AND BS EN 13108, AND UP TO 45mm THICKNESS REGULATING LAYER
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IN SAME MATERIAL. HUMPS TO BE SEALED WITH BITUMEN HOT POURED. TOLERANCE IN FINISHED SURFACE LEVEL OF ROAD
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HUMPS IS ± 5mm.
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5. HUMPS SHALL BE MARKED WITH TEMPORARY WARNING TRIANGLES IN WHITE SPRAY PAINT IF THEY ARE TO BE TRAFFICKED
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BEFORE PERMANENT MARKINGS ARE APPLIED.
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7. ROAD MARKINGS TO BE UNDERTAKEN BY SEPERATE CONTRACTOR.
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CARRIAGEWAY
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3.7m
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500mm
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DRAINAGE CHANNEL
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200mm
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ROAD HUMP DETAIL
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DETAIL AT ROAD HUMP
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300mm
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200mm
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75mm
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75mm
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3.7m
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SEE NOTE 1
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LONGITUDINAL SECTION A-A
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VERTICAL SCALE EXAGGERATED
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TRANSVERSE SECTION B-B
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VERTICAL SCALE EXAGGERATED
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CIRCULAR ARC PROFILE
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A
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A
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B
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B
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%%UNOTES
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1. SAW CUT 30mm DEEP AROUND EDGE OF PLATEAU AND REMOVE EXISTING
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SURFACING 400mm WIDE TO FORM TIE-IN FOR SURFACE COURSE.
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2. SCARIFY SURFACE WHERE PLATEAU IS TO BE CONSTRUCTED AND APPLY TACK
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COAT TO BOND PLATEAU WITH EXISTING CARRIAGEWAY.
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3. PLATEAU SHALL BE CONSTRUCTED IN TWO LAYERS USING 30mm DEPTH OF
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DENSE MACADAM SURFACE COURSE WITH 0/6mm AGGREGATE SIZE TO
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BS 4987 PART 1, CLAUSE 7.5 AND UP TO 45mm DEPTH REGULATING LAYER
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IN SAME MATERIAL. PLATEAU TO BE SEALED WITH BITUMEN HOT POURED.
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TOLERANCE IN FINISHED SURFACE LEVEL OF ROAD HUMPS IS ± 5mm.
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5. PLATEAU SHALL BE MARKED WITH TEMPORARY WARNING TRIANGLES IN WHITE
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SPRAY PAINT IF THEY ARE TO BE TRAFFICKED BEFORE PERMANENT MARKINGS
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ARE APPLIED.
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DIRECTION
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OF TRAVEL
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A
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A
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1.5m
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6m
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CONTINUOUS LINE
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0.2m
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WARNING
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TRIANGLE
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%%USECTION A-A (NTS)
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SPEED TABLE DETAIL (FREE DRAINING)
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1.5m
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KERB LINE
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KERB LINE
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0.2m
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0.45m
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Ramp Gradient
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Gradient 1:20
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Ramp Gradient
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Gradient 1:20
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1.5m
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1.5m
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9m
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6m
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75mm
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3m
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3m
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1.2m
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0.75m
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CONTINUOUS LINE (100mm WIDE)
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NOT TO SCALE
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(SEE NOTE 1)
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6. ROAD MARKINGS TO BE UNDERTAKEN BY SEPERATE CONTRACTOR.
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1.2m
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1.2m
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0.75m
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3.0m
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3.0m
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3.0m
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3.0m
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3.7m
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CENTRE LINE MARKING
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DIAG 1004 (100mm)
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CONTINUOUS EDGE MARKING
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DIAG 1012.1 (100mm)
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6. ROAD MARKINGS TO BE UNDERTAKEN BY SEPERATE CONTRACTOR.
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(100mm WIDE)
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DRAINAGE CHANNEL
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200mm
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DRAINAGE CHANNEL
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200mm
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(NOT TO SCALE)
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NOT TO SCALE
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NOT TO SCALE
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EXISTING PARKING BAY
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SPEED CUSHION DETAIL
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ROUND TOP ROAD HUMP DETAIL
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(NOT TO SCALE)
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POSITION AND SPACING OF CUSHIONS TO BE DETERMINED ON-SITE BY DESIGN ENGINEER.
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POSITION OF ROAD HUMPS TO BE DETERMINED ON-SITE BY DESIGN ENGINEER.
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4.
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POSITION OF ROAD HUMPS TO BE DETERMINED ON-SITE BY DESIGN ENGINEER.
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4.
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Reproduced from the OS MasterMap by permission of Ordnance Survey on behalf of the Controller of Her Majesty's Stationary Office. Crown copyright 2008. All rights reserved. Licence number 100019304.
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SPEED ROUNDEL
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DIAG 1065 (4300mm Long)
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Existing lighting
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Column.
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2100
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DIAG 670 (300mm Dia)
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(back to back)
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REPEATER PLATES
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LEGEND
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PROPOSED SPEED ROUNDELS )(CARRIAGEWAY MARKING)..
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PROPOSED 20 MPH REPEATER PLATES.
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PROPOSED "ROUND TOP " ROAD HUMP..
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PROPOSED SPEED CUSHION (1.9m x 1.6m).
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PROPOSED SPEED TABLE.
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(FIX TO EXISTING LIGHTING COLUMN)
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NOTES
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THE PROPOSALS DETAILED ON THIS DRAWING ARE PRELIMINARY AND MAY BE SUBJECT TO CHANGE FOLLOWING THE STATUTORY CONSULTATION PROCEDURE.