f001 approval in principle commercial in … an approved method statement construction services at...
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P01 PAK KH - MINOR AMENDMENTS. 19.04.2017P02 NL KH - PLATFORM LENGTH AND FORM AMENDED. 28.11.2017P03 NL KH LC MINOR AMENDMENTS. 15.12.2017
© Capita Property and infrastructure Ltd
Drawing Identifier BS1192 CompliantProject - Originator - Zone - Level - File Type - Role - Number revision
Capita Property and infrastructure Ltd.Print
Date
: 18/12
/2017
16:29
:08
St David's House, Pascal Close, St Mellons, Cardiff, CF3 0LW029 2080 3500www.capitaproperty.co.uk
Project
Client
Drawing
Scale @ A1 Drawn Checked Approved
Project No. Date
Purpose of Issue
Classification
M:\PROJECTS\ED3251 Bow Street Interchange\03 - Drawings\Received\Current\Platform GA BSS_CAP_00_XX_DR_S_000001 - P03.dwg
Rev Description DateDrwn
Chk'd
App'd
CEREDIGION COUNTY COUNCIL
BOW STREET STATION
STATION PLATFORMGENERAL ARRANGEMENT
P03
Rail
PAKAS SHOWN KH -
CS083886 25-10-2016
F001 APPROVAL IN PRINCIPLE
Commercial in Confidence
BSS-CAP-00-XX-DR-S-000001
SAFETY, HEALTH ANDENVIRONMENTAL INFORMATION
IN ADDITION TO THE HAZARDS/RISKS NORMALLY ASSOCIATED WITH THETYPES OF WORK DETAILED ON THIS DRAWING, NOTE THE FOLLOWING
IT IS ASSUMED THAT ALL WORKS WILL BE CARRIED OUT BY ACOMPETENT CONTRACTOR WORKING, WHERE APPROPRIATE,
TO AN APPROVED METHOD STATEMENT
CONSTRUCTIONSERVICES AT TRACK LEVEL: S&T CABLE TROUGH ROUTEPRESENT IN CESS.PRESENCE OF JAPANESE KNOTWEED IN VARIOUS LOCATIONSTHROUGHOUT THE CONSTRUCTION SITE.WELSH WATER SEWER DEPTH TO BE CONFIRMEDOPERATIONSNO EXTRAORDINARY RISKS OR HAZARDS.MAINTENANCEWORK ADJACENT TO RAILWAY.
DISMANTLING/DEMOLITION (FUTURE)WORK ADJACENT TO RAILWAYSERVICES AT TRACK LEVEL: S&T CABLE TROUGH ROUTEPRESENT IN CESS.
0 20m4 8 12 16
SCALE 1:200
0 25m205 10 15
SCALE 1:250
0 2500mm500 1000 1500 2000
SCALE 1:25
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EXISTING NETWORK RAIL CONTROL ROOM (ACCESS REQUIRED FOR MAINTENANCE)
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EXISTING RAILWAY TRACK
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EXISTING NETWORK RAIL GSM-R MAST
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FUTURE PLATFORM EXTENSION
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FENCE WITH ACCESS GATE TO EXISTING NETWORK RAIL CONTROL ROOM
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PROPOSED RAILWAY TRACK
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FENCING TO TIE INTO NEW CAR PARK
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P L A T F O R M S E C T I O N A - A S C A L E 1 : 2 5
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SETTING OUT POINTS AND TOP OF PLATFORM LEVELS ARE GIVEN AT THIS LOCATION
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FOUNDATION IS LAID ON STONE COLUMNS. FALL TO SUIT PLATFORM CONSTRUCTION
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POWER, LIGHTING & SIS DUCTS
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5O THK. DENSE BITUMEN MACADAM BASE COURSE
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25 THK. BITUMEN MACADAM WEARING COURSE
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1160 WIDE 100 DEEP COMBINED COPING & TACTILE UNIT ON 25 MORTAR BED
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100 SUB BASE COURSE
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130 WIDE x 200 DEEP (NOMINAL) CHANNEL DRAIN WITH HEELGUARD GRATING
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1:50 FALL (55mm TOTAL)
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15 THICK POLYMER MODIFIED BITUMEN BONDING STRIP
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1.5m HIGH BLACK BOW TOP FENCE
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REINFORCED CONCRETE RETAINING WALL
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PROPOSED GROUND LEVEL
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75 BLINDING
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75 BLINDING
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6N FILL
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F R O N T E L E V A T I O N F R O M R A I L W A Y L I N E I N D I C A T I N G E X I S T I N G A N D P R O P O S E D T R A C K L E V E L S S C A L E 1 : 2 5 0
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NOTE: PROPOSED RAILWAY TRACK PROFILE TO BE AT A CONSTANT FALL OF 1 in 300 (GRADIENT) TO THE SOUTH (ABERYSTWYTH) PLATFORM ALSO TO BE AT 1:300 CONSTANT FALL TO THE SOUTH
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NOTE: FOR DETAILS OF 1 in 300 GRADE TRACK DESIGN REFER TO DRAWING No. BSS-CAP-0100-XX-DR-Y-0105
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F R O N T E L E V A T I O N F R O M C A R P A R K S C A L E 1 : 2 5 0
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SHELTER: PARAGON ANTI VANDAL AV9 (7300 LONG x 1500 DEEP x 2350 HIGH)
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SHELTER: PARAGON ANTI VANDAL AV9 (7300 LONG x 1500 DEEP x 2350 HIGH)
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1.5m HIGH BLACK BOW TOP FENCE
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ACCESS STEPS
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CCTV POST
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LIGHTING COLUMN
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ELECTRICAL FEEDER PILLAR
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2 No. ALTRON CABINETS AEC 90-10-65
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NOTICE BOARD
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TICKET VENDING MACHINE WITH CANOPY
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PASSENGER HELP POINT AND PASSENGER INFORMATION DISPLAY
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DATUM: 18.000m
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TO ABERYSTWYTH
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TO BORTH
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NORTH END OF PLATFORM 20.086m
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SOUTH END OF PLATFORM LEVEL 19.586m
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PROPOSED TRACK LEVEL (1 IN 300 CONSTANT GRADIENT)
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EXISTING TRACK LEVEL (GRADIENT VARIES)
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CONCRETE RETAINING WALL
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TO ABERYSTWYTH
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TO BORTH
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PROPOSED PLATFORM
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PROPOSED RAILWAY TRACK
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NORTH END OF PLATFORM 20.086m
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EXISTING RAIL LEVEL 18.920m
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EXISTING RAIL LEVEL 18.470m
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PROPOSED RAIL LEVEL 19.171m
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STEEL PARAPET WITH DOUBLE HANDRAIL TO RAMP, STAIRCASE & LANDING (PART OMITTED FOR CLARITY)
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PROPOSED GROUND LEVEL 18.971m
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PROPOSED GROUND LEVEL 18.471
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ACCESS STEPS
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SOUTH END OF PLATFORM LEVEL 19.586m
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19.839m
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PROPOSED GROUND LEVEL 18.779m
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DATUM: 18.000m
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TO BORTH
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PROPOSED RAIL LEVEL 18.979m18.979m
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EXISTING RAIL LEVEL 18.580m
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FOUNDATION LEVEL (VARIES)
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FOUNDATION LEVEL (VARIES)
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NOTE: IN ACCORDANCE WITH GI/RT7016 ISSUE 5 (MARCH 2014) ABSOLUTE MINIMUM CLEAR PLATFORM TO BE 2500mm FROM PLATFORM EDGE NO PLATFORM FURNITURE TO ENCROACH THIS DIMENSION (APPLICABLE FOR TRAIN SPEEDS LESS THAN 100mph)
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FUTURE PLATFORM EXTENSION
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FUTURE PLATFORM EXTENSION
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PASSENGER HELP POINT
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PROPOSED RAIL LEVEL 18.671m
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**CAR PARK LEVEL TO BE 200mm BELOW PROPOSED RAIL LEVEL (PERPENDICULAR TO TRACK)
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STEEL PARAPET WITH DOUBLE HANDRAIL TO RAMP, STAIRCASE & LANDING (PART OMITTED FOR CLARITY)
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CCTV POST
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LIGHTING COLUMN
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CCTV POST
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LIGHTING COLUMN
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OUTLINE OF NEW RAILWAY PLATFORM
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1.5m HIGH BLACK BOW TOP FENCE
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1.5m HIGH BLACK BOW TOP FENCE
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NOTICE BOARD
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PASSENGER HELP POINT & PASSENGER INFORMATION SCREEN (MINIMUM 2500mm HEADROOM)
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2 No. ALTRON CABINETS AEC 90-10-65
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TICKET VENDING MACHINE WITH CANOPY
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4m WIDE ENTRANCE TO PLATFORM
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19.753m
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20.086m
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P L A N P L A N S C A L E 1 : 2 0 0
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CAR PARK
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TO ABERYSTWYTH
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ELECTRICAL FEEDER PILLAR
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DRAINAGE OUTFALL TO CAR PARK DRAINAGE SYSTEM
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NEW FENCE WITH ACCESS GATE
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EXISTING FENCE
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150mm DIA. WELSH WATER SEWER (SHOWN INDICATIVELY & SUBJECT TO CONFIRMATION ON SITE)
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SP ENERGY NETWORKS OVERHEAD CABLE
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CCTV POST
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LIGHTING COLUMN CLEARANCE ZONE WHEN LOWERING POST
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EXISTING RAILWAY TRACK
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CH. 146997.685 TRACK CHAINAGE
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PASSENGER SEATING
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NOTE: FOR DETAILS OF NETWORK RAIL COMPOUND SOUTH OF PLATFORM REFER TO INSET VIEW
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UP
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UP
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20.031m
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CH. 147097.685 147097.685 TRACK CHAINAGE
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19.339m*
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18.779m*
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SOP 1: 262061.530 E 284315.878 N
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SOP 2: 262099.451 E 284408.409 N
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NOTE: BOTH PLATFORM END STEPS AND END FENCE/GATE AND ANTI-TRESPASS MEASURES TO BE IN ACCORDANCE WITH NR/CIV/SD/3018 AND NR/CIV/SD/3019.
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CHAMBERS TO BE AN ABSOLUTE MINIMUM OF 1500 FROM THE PLATFORM EDGE FOR MAINTENANCE ACCESS WHILE TRAINS ARE OPERATING
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TACTILE PAVING AT TOP & BOTTOM OF STAIRCASE
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NOTE: MAX. 1:50 CROSS FALL IN BOTH LANDINGS TO DETER PONDING OF RAINWATER
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TO BORTH
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HINGED LIGHTING COLUMN WITH 450 x 450 CHAMBERS FOR DUCTS
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ABSOLUTE MINIMUM 1500 CLEARANCE FROM THE PLATFORM EDGE TO LOWERED LIGHTING COLUMN (DURING MAINTENANCE WITH TRAINS OPERATING)
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19.698m
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FUTURE PLATFORM EXTENSION
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ACCESS STEPS AT END OF PLATFORM
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BOUNDARY LINE SIDE FENCE WITH VEHICULAR BARRIER EG. 'ARMCO'
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19.839m
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ACCESS FROM A487 & A4159 (VIA. NEW ROUNDABOUT)
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RAMP & LANDINGS TO MEET THE REQUIREMENTS OF BS8300: 2009 & DFT DESIGN STANDARDS FOR ACCESSIBLE STATIONS (RAMP GRADIENTS TO BE 1 IN 20)
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FENCE WITH ACCESS GATE TO EXISTING NETWORK RAIL CONTROL ROOM
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ALL PLATFORM FURNITURE TO BE AN ABSOLUTE MINIMUM OF 2500mm FROM THE PLATFORM EDGE
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CCTV POST
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10000 LONG PEDESTRIAN RAMPS 1800 BETWEEN HANDRAILS
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CCTV POST
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TOP OF RETAINING WALL
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PROPOSED RAILWAY TRACK
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BACK OF PLATFORM DRAIN CHANNEL REFER TO SECTION A-A
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SHELTER
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RAMPS TO BE FINISHED IN CONTRASTING COLOUR
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'HEELSURE' DRAINS CONNECTED TO CARPARK DRAINAGE SYSTEM
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NOTE: STEP DIMENSIONS GOING: 6 No. AT 300mm RISERS: 7 No. AT 150mm
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CYCLE SHELTER (CAR PARK DESIGN)
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CYCLE STAND (CAR PARK DESIGN)
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BUS SHELTER (CAR PARK DESIGN)
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LIGHTING COLUMN (CAR PARK DESIGN)
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FENCING TO TIE INTO NEW CAR PARK
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ACCESS STEPS AT END OF PLATFORM
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FENCE TO TIE INTO EXISTING
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RAMP
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REINFORCED CONCRETE CANTILEVER WALL
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PLATFORM LEVEL
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1.5m HIGH BLACK BOW TOP FENCE
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RAMP
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PROPOSED GROUND LEVEL
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DOWN
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RAMPS & LANDINGS: 25 THK. BITUMEN MACADAM WEARING COURSE 5O THK. DENSE BITUMEN MACADAM BASE COURSE 100 THK. SUB BASE COURSE
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STEEL PARAPET
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FOUNDATION LEVEL TO MATCH PLATFORM FOUNDATION LEVELS
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LED ILLUMINATED 48 HANDRAIL
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STEEL PARAPET
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T Y P I C A L R A M P S E C T I O N B - B S C A L E 1 : 2 5
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LED ILLUMINATED 48 HANDRAIL
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LED ILLUMINATED 48 HANDRAIL
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LED ILLUMINATED 48 HANDRAIL
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48 HANDRAIL
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48 HANDRAIL
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REINFORCED CONCRETE CANTILEVER WALL
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6N FILL
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6N FILL
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NOTES 1. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH DRAWING THIS DRAWING SHALL BE READ IN CONJUNCTION WITH DRAWING No. BSS-CAP-00-XX-DR-S-000002. 2. FOR HORIZONTAL AND VERTICAL RAIL ALIGNMENT DESIGN REFER FOR HORIZONTAL AND VERTICAL RAIL ALIGNMENT DESIGN REFER TO DRAWING No. BSS-CAP-0100-XX-DR-Y-0105. BSS-CAP-0100-XX-DR-Y-0105. . 3. ALL DIMENSIONS SHOWN ARE IN MILLIMETRES UNLESS STATED ALL DIMENSIONS SHOWN ARE IN MILLIMETRES UNLESS STATED OTHERWISE. ALL LEVELS AND COORDINATES ARE IN METRES UNLESS NOTED OTHERWISE. 4. COPERS TO BE NON-SLIP IN ACCORDANCE WITH COPERS TO BE NON-SLIP IN ACCORDANCE WITH NR/PS/RES/00030. 5. THE RECESS WIDTH MAY VARY FROM 300 TO 325mm TO ALLOW THE RECESS WIDTH MAY VARY FROM 300 TO 325mm TO ALLOW FOR ALIGNMENT (OR FUTURE MINOR REALIGNMENT) OF COPING UNITS. 6. SLIP RESISTANCE OF RAMPS & LANDINGS TO BE A MINIMUM OF SLIP RESISTANCE OF RAMPS & LANDINGS TO BE A MINIMUM OF 55PTV.
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PLANE OF THE RAILS
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6. SETTING OUT LINES AND DIMENSIONS 'X' AND 'Y' ARE PARALLEL TO, OR AT RIGHT ANGLES TO THE PLANE OF THE RAIL (SEE FIGURE BELOW). 7. VERTICAL / HORIZONTAL ALIGNMENT OF THE TRACK TO BE MONITORED DURING CONSTRUCTION OF THE WORKS. 8. THE RECESS BENEATH THE COPER SHALL BE KEPT CLEAR OF CABLES AND OTHER OBSTRUCTIONS IN ORDER TO PROVIDE EMERGENCY REFUGE.
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N E T W O R K R A I L C O M P O U N D S O U T H O F P L A T F O R M S C A L E 1 : 2 0 0