f001 approval in principle commercial in confidence ... · to an approved method statement...
TRANSCRIPT
P01 NL KH KH IDC AMENDMENTS. 09.02.2018P02 NL KH LC AMENDMENTS FOLLOWING DRN COMMENTS. 06.03.2018
© Capita Property and infrastructure Ltd
Drawing Identifier BS1192 CompliantProject - Originator - Zone - Level - File Type - Role - Number revision
Capita Property and infrastructure Ltd.Print
Date
: 07/0
3/201
8 15:2
6:18
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
P:\Schemes_CS\cs0838xx\cs083886\CAD\Structures Working Drawings\Platform Elevations and Sections BSS_CAP_00_XX_DR_S_000003 - P02.dwg
Rev Description DateDrwn
Chk'd
App'd
CEREDIGION COUNTY COUNCIL
BOW STREET STATION
STATION PLATFORMELEVATIONS ANDCROSS SECTIONS
P02
Rail
NLAS SHOWN KH -
CS083886 25-10-2016
F001 APPROVAL IN PRINCIPLE
Commercial in Confidence
BSS-CAP-00-XX-DR-S-000003
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 CONFIRMEDOVERHEAD POWER LINESEXISTING CARAVANS ON SITE TO BE TESTED FORCONTAMINATES E.G. ASBESTOSWELSH WATER SEWEREXISTING TRACK BED STABILISATIONOPERATIONSNO 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.
10m2 4 6 8
SCALE 1:100
0 25m205 10 15
SCALE 1:250
0 2500mm500 1000 1500 2000
SCALE 1:25
0 5m1 2 3 4
SCALE 1:50
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P L A T F O R M S E C T I O N A - A S E E D R A W I N G 0 0 0 1 S C A L E 1 : 2 5
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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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PRECAST REINFORCED CONCRETE RETAINING WALL
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PROPOSED GROUND LEVEL
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6N FILL
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INFLUENCE ZONE OF TRACK 45°
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FOR REFUGE DETAILS SEE NETWORK RAIL DRAWING NR/CIV/SD/3012A
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MIN. 300 THK GRANULAR SUB-BASE LAYER BELOW PRECAST PLATFORM ELEMENTS
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TO ABERYSTWYTH
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P L A T F O R M 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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ELECTRICAL FEEDER PILLAR
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TELECOM CABINET ALTRON AEC-12-70SR (600mm OPENING CLEARANCE TO REAR DOOR)
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NOTICE BOARD
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TICKET VENDING MACHINE WITH CANOPY
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PASSENGER INFORMATION SCREEN
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DATUM: 18.000m
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TO BORTH
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NORTH END OF PLATFORM 20.031m
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STEEL PARAPET WITH DOUBLE HANDRAIL TO RAMP, STAIRCASE & LANDING (PART OMITTED FOR CLARITY)
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PROPOSED GROUND LEVEL 19.171m
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ACCESS STEPS
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19.845m
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PROPOSED GROUND LEVEL 18.985m
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FOUNDATION LEVEL (VARIES)
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FUTURE PLATFORM EXTENSION
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CCTV POST
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LIGHTING COLUMN
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ACCESS STEPS
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PROPOSED GROUND LEVEL 18.837
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SOUTH END OF PLATFORM LEVEL 19.697m
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TO ABERYSTWYTH
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DATUM: 18.000m
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TO BORTH
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FUTURE PLATFORM EXTENSION
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P L A T F O R M 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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SOUTH END OF PLATFORM LEVEL 19.752m
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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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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 18.959m
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EXISTING RAIL LEVEL 18.486m
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PROPOSED RAIL LEVEL 19.171m
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PROPOSED RAIL LEVEL 18.985m18.985m
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EXISTING RAIL LEVEL 18.626m
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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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PROPOSED RAIL LEVEL 18.837m
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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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EXISTING RAIL LEVEL 18.486m
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EXISTING RAIL LEVEL 18.959m
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STATION NAME SIGN
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PASSENGER INFORMATION SCREEN
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STATION NAME SIGN
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STATION NAME SIGN
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STATION NAME SIGN
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PASSENGER HELP POINT
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PASSENGER HELP POINT
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CH. 146994.419 TRACK CHAINAGE TRACK LVL 19.171m
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CH. 147025.000 TRACK CHAINAGE TRACK LVL 19.069m
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CH. 147050.000 TRACK CHAINAGE TRACK LVL 18.985m
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CH. 147075.000 TRACK CHAINAGE TRACK LVL 18.902m
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CH. 147094.419 147094.419 TRACK CHAINAGE TRACK LVL 18.837m
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CH. 146994.419 TRACK CHAINAGE TRACK LVL 19.171m
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CH. 147025.000 TRACK CHAINAGE TRACK LVL 19.069m
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CH. 147050.000 TRACK CHAINAGE TRACK LVL 18.985m
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CH. 147075.000 TRACK CHAINAGE TRACK LVL 18.902m
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CH. 147094.419 147094.419 TRACK CHAINAGE TRACK LVL 18.837m
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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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BLACK 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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BLACK 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 E E D R A W I N G 0 0 0 1 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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HANDRAILS TO BE YELLOW POWDER COATED YELLOW POWDER COATED RAL 1021 IN ACCORDANCE WITH BS 4800:2011
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S E C T I O N C - C S E E D R A W I N G 0 0 0 1 S C A L E 1 : 5 0
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VEHICULAR BARRIER EG. "ARMCO"
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2.4m PANEL MESH BOUNDARY LINE SIDE FENCE
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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-000001 & 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. 7. SETTING OUT LINES AND DIMENSIONS 'X' AND 'Y' ARE PARALLEL SETTING OUT LINES AND DIMENSIONS 'X' AND 'Y' ARE PARALLEL TO, OR AT RIGHT ANGLES TO THE PLANE OF THE RAIL (SEE FIGURE X BELOW). 8. VERTICAL / HORIZONTAL ALIGNMENT OF THE TRACK TO BE VERTICAL / HORIZONTAL ALIGNMENT OF THE TRACK TO BE MONITORED DURING CONSTRUCTION OF THE WORKS. 9. THE RECESS BENEATH THE COPER SHALL BE KEPT CLEAR OF THE RECESS BENEATH THE COPER SHALL BE KEPT CLEAR OF CABLES AND OTHER OBSTRUCTIONS IN ORDER TO PROVIDE EMERGENCY REFUGE.
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PLANE OF THE RAILS
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NOTE: BACK OF PLATFORM LEVEL TO BE EQUAL TO THE PROPOSED RAIL LEVEL (PERPENDICULAR TO TRACK)
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FIGURE X