ou - WhatDoTheyKnow€¦ · Permissible rate of change from design,.....(3mm) in vertical curves....
1
www.crossrail.co.uk E14 5LQ London Canary Wharf 25 Canada Square Crossrail Limited Notes Date Rev. Description ' Crossrail Copy Approved for Desi gn - Creat ed: 21-SEP-2016 By Chkd App Auth Rev : Originator : Location : Scale : Drawing and CAD file No : Title : Suitability : By : Auth : Contract : Chk : App : @ A1x2 C400 / C405 Station Paddington C412 C411 C410 Station Bond Street C335 C300 & Crossover Fisher St Shaft C430 / C435 Station Farringdon C336 Park Sidings Westbourne C335 C330 Portal Royal Oak C422 C421 C410 Road Station Tottenham Court (Canary Wharf Group) Canary Wharf Station C512 C511 C510 Station Whitechapel C305 C335 Limmo Shaft (Berkeley Homes) Woolwich Station C502 C501 C510 Station Liverpool Street C310 Portal North Woolwich C310 Plumstead Portal C520 Station Custom House C340 Dock Portal Royal Victoria C315 Surface Railway Connaught tunnel C610 Plumstead Railhead Station Stratford C335 / C360 Eleanor St Shaft C350 / C248 Pudding Mill Lane C335 / C360 Shaft Mile End C305 / C335 Shaft Stepney Green R i v e r T h a me s R i v e r T h a m e s Ri v e r L e a C610 Old Oak Common w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w REST RI CTED First Issue Alstom TSO Costain Joint Venture Liverpool Street to Whitechapel C610-ATC-R4-DDL-CR092_Z-10500 BB S4 Systemwide Main Works --- - C8 (1414B) FP FP 0 Cant 0 4m 4m 8m 12m 16m 20m N Permissible change over 3m................................(2mm) gauge widening) Permissible range (excluding designed...............1435mm (-2mm/+3mm) Gauge over a 3 m length on a transition. Maximum rate of change of cross level.....................7.5 mm (1 in 400) over a 3 m length generally. Maximum rate of change of cross level.....................2 mm (1 in 500) Twist Permissible variation from design........................(– 2mm) Cant versines on overlapping 20m chords. 10m offsets or difference between consecutive string, either difference between adjacent Permissible rate of change from design...............(2mm) shall be located). (effectively forms a corridor in which the rail Absolute variation from design string...................(– 10mm) Horizontal alignment between adjacent 10m offsets elsewhere. Permissible rate of change from design,..............(3mm) in vertical curves. between adjacent 10m offsets in reverses Permissible rate of change from design,..............(2mm) Absolute variation from design.............................(+0/-20mm) Vertical alignment Value Parameter Track installation tolerances - slab track contractor will be readily aware. with this drawing other than those of which a competent maintenance or future dismantling/demolition works associated and safety risks have been identified for construction, the Track Design Team confirm that no specific significant health Other than the SHE content of the General Notes Drawing cited 4. Register (Document. No. C610-ATC-N3-LRG-CR001-50001. conjunction with the full content of C610 - CDM Design Risk These drawings and SHE Notes are always to be read in 3. safe method of working. competent contractors carrying out the works using an approved These notes are based on the engagement of experienced and 2. of work. and risks additional to those normally associated with this type The information contained in the notes below concerns hazards 1. Safety, Health and Environment Information Legend Item FP Sateba S312 S3 sleepers @ 650mm c/c Sateba S312 S3 sleepers @ 650mm c/c Rail 60E2 Grade 350 LHT (108m) Sateba S312 S3 sleepers @ 650mm c/c Sateba S312 S3 sleepers @ 650mm c/c w Rail 60E2 Grade 350 LHT (63m) Rail 60E2 Grade HP 335 (18m) Rail 60E2 Grade 350 LHT (108m) 30mm Cant Rail 60E2 Grade HP 335 (18m) 9 N o . S a t e b a S 3 12 s l ee p e r s w it h p a d 9 N o . S a t e b a S 31 2 S 2 s l ee p e r s 0 Cant Transition Length 30m to 0 Cant L = 2745m L = 2.745m Ch9913 . 000 Ch9921 . 98 Ax l e Coun t e r Ch9930 . 000 Ch9950 . 000 Ch9960 . 000 T C Ch9959 . 983 M a t h e m a ti ca l T o e Ch9980 . 000 F ou li ng P o i n t Ch9996 . 600 Ch9998 . 625 Ch10000 . 000 Ch10005 . 000 Ch10006 . 000 E &B Ch10013 . 000 E &B Ch10020 . 000 Ch10040 . 000 Ch10050 . 000 Ch10060 . 000 Ch10080 . 000 Ch10100 . 000 Ch10120 . 000 Ch10133 . 000 E &B Ch10134 . 000 Ch10140 . 000 Ch10145 . 460 B a li s e Ch10148 . 960 Ax l e Coun t e r Ch10160 . 000 Ch10178 . 960 B a li s e Ch10180 . 000 Ch10183 . 960 Ax l e Coun t e r Ch10188 . 960 B a li s e P O B Ch0 . 000 T C Ch2 . 745 CC Ch6 . 943 CC Ch 3 6 . 6 4 3 CS Ch 74 . 54 1 Ch93 . 000 E B Ch 100 . 000 Ch 10 4 . 5 41 Ax l e Co un t e r CC Ch 1 3 4 . 45 1 CC Ch 1 7 2 . 4 38 CC Ch202 . 138 CT Ch209 . 336 P O E Ch209 . 081 t r a n s iti on v i a p a d s @ 6 5 0 mm c / c Ch 1 43 . 000 Ch10170 . 000 Ch10180 . 000 Ch10206 . 708 Ch10194 . 000 E &B Ch10198 . 000 E &B Ch10200 . 000 Ch10206 . 900 Ax l e Coun t e r Ch10214 . 000 F ou li ng P o i n t Ch10216 . 900 Ch10220 . 000 Ch10226 . 870 B a li s e Ch10240 . 000 T C Ch10253 . 51 9 M a t h e m a ti ca l T o e Ch10254 . 000 E &B Ch10260 . 000 Ch10269 . 370 B a li s e Ch10278 . 870 Ax l e Coun t e r Ch10280 . 000 Ch10281 . 870 B a li s e Ch10286 . 000 E &B transition@ 650mm c/c transition @ 650mm c/c Check rails type D flare: Check rails type D2 flare: Crossing vee spread: Crossing vee legs: Crossing fronts spread: Crossing fronts: 1 in 8.25 welded magnanese crossing pts C8 CEN33-12120 LG CEN33-12770 LG 985 @ 6952 RH 7052 N LH 6952 N 374 3460 N IBCL with hydrive 1445 15530 CEN60 E1A1 (15455+75 extension) 16900 CEN60 E2 Drive type: Fronts: Switch rails: Stock rails: C8 CR60C inclined RH switch IBCL with hydrive Drive type: 1445 Fronts: 15530 CEN60 E1A1 (15455+75 extension) Switch rails: 16900 CEN60 E2 Stock rails: C7 NR inclinded RH switch CEN33-12120 LG Check rails type D flare: CEN33-12770 LG Check rails type D2 flare: 985 @ 6952 LG Crossing vee spread: RH 7052 N LH 6952 N Crossing vee legs: 374 Crossing fronts spread: 3460 N Crossing front: 1 in 8.25 welded magnanese crossing pts C7 t r a n s i t i on @ 650 mm c / c Ch43 . 000 Ch9998 . 097 E B C7 (1414A) @ 650mm c/c CRL EB @ 650mm c/c F O R CONT I NUAT I ON S EE DRAW I NG C610 - AT C- R4 - DDA- D061_ Z - 10001 Cr o s s i n g P e d e s t r i a n Ch 9 8 . 0 0 0 E B CRL WB Station To Whitechapel Station To Whitechapel Street Station To Liverpool Street Station To Liverpool second stage slab within switch and crossing spacing centrally between sleepers throughout Crack inducers to be placed at maximum 6.5m Note: 5. 4. 3. 2. 1. C610-ATC-R4-DDL-CR001_Z-10504. For details of fastening systems for S&C refer to: C610-ATC-R4-XCL-CRG03-50005. Drainage crossing in accordance to the rules defined in the drainage calculation note: C610-ATC-R4-DDA-CR092_Z-10502. C610-ATC-R4-DDA-CR092_Z-10501. For switches and crossing details refer to: C610-ATC-R4-TSC-CRG03-50012. For E&B ducting schedule refer to: C610-ATC-R4-DDD-CR001_Z-10500. For catchpit cover details refer to: C610-ATC-D-DDL-CR092_Z-10200 For drainage general arrangement refer to: 11. 10. 9. 8. 7. 6. Fouling point = 1.970m - RE TOR Friction modifiers Axle counter location (by C620) Axle counter mushroom (by C620) Welding joint (by C610) Crack Inducer E&B Ducting Catchpit In-Bearer Clamp Lock Disconnection box Disconnection box Power pack S a t e b a S 3 1 2 S 3 s l e e p e r s @ 6 50 m m c / c Pedestrian track crossing S a t e b a S 3 12 S 3 s l ee p e r s @ 650 m m c / c Power pack R a i l 60 E 2 G r a d e H P335 ( 18 m ) containment Derailment R a i l 60 E 2 G r a d e H P335 ( 1 8 m ) 18No. Sateba S312 S2 sleeper stiffness Sateba HAB bearers @ various c/c 18No. Sateba S312 S2 sleeper stiffness 22No. Sateba S312 S2 sleeper stiffness transition Sateba HAB bearers @ various c/c 22No. Sateba S312 S2 sleeper stiffness transition L = 4.198m R = 209.931m R= 1 9 4 . 292 m L = 2 9 . 7 0 0 m R= 2 0 0 . 000 m L = 3 7 . 897 m T= 30 m T= 3 0 m R= 200 . 000 m L = 37 . 897 m R= 194 . 929 m L = 2 9 . 700 L = 4.198m R = 209.931m Ch9956 . 98 Ax l e Coun t e r Ch10206 . 900 Ax l e Coun t e r Ch10176 . 708 Derailment containment Derailment containment In-Bearer Clamp Lock Notes Notes switch and crossing sleepers throughout second stage slab within at maximum 6.5m spacing centrally between Crack inducers to be placed at every PRD and Note: 4200x300min. UTX plinth protection 6000x300min. UTX plinth protection containment Derailment 950x300min. UTX plinth protection 350x250min. UTX plinth protection 1950x300min. UTX plinth protection 750x250min. UTX plinth protection 5600x300min. UTX plinth protection 1400x300min. UTX plinth protection 7900x300min. UTX plinth protection 1700x300min. UTX plinth protection 650x300min. UTX plinth protection 350x250min. UTX plinth protection 900x300min. UTX plinth protection 750x300min. UTX plinth protection (see note 12) Crack inducer Various 0 1000mm 800mm 600mm 400mm 200mm 200mm Track General Arrangement Points C7 & C8 Whitechapel Crossover S2 Z_10504 S1 Z_10503 FSC top level 600mm below track level FSC top level 525mm below track level FSC top level 520mm below track level FSC top level 533mm below track level FSC top level 539mm below track level B.BILKHU 70 100 Varies P1 - Points C7 & C8 Whitechapel Crossover Track General Arrangement 1:200 C610-ATC-R4-DDB-CR092_Z-10504 Section S2. C610-ATC-R4-DDB-CR092_Z-10503 Section S1. For cross sections refer to: Crossover C122-OVE-R4-DDA-CR001_Z-11221. Westbound C122-OVE-R4-DDA-CR001_Z-11033. Eastbound C122-OVE-R4-DDA-CR001_Z-11133. For track alignment information refer to: C610-ATC-R4-DDL-CR001-10001 unless otherwise stated. For tolerances and concrete finish refet to: All dimensions are in millimetres unless otherwise stated. Do not scale from this drawing. (by others) Upstand Upstand (by C610) Upstand (by others) (by others) Upstand (by C610) Upstand (by C610) Upstand (see note 12) Crack inducer FSC top level 550mm below track level Upstand (by C610) stage concrete to be parallel to plane of the rails in canted areas. * Fall to drainage channels to be min. 1:100. Top surface of second * Surface finish in upstand areas (U2) brush finish. * Surface finish U3. * Fibre reinforced 2nd stage C32/40 concrete. * 200 mm min. edge distance to sleeper boot. * 15 mm min. clearance to underside of sleeper tie bar. * 85 mm min. embedment. * S&C - 75mm min. concrete depth below sleeper. * Plain Line - 80mm min. concrete depth below sleeper. Concrete * Vossloh W21 fastening system. * Sateba HAB. Sleepers for S&C * Vossloh W14 fastening system. Sleepers for plain line * S&C and Crossover - 60 E2 grade HP 335. (18,288m) * Plain Line - 60 E2 grade 350 LHT. (108m) Rail D1 Detail of typical UTX plinth protection Scale 1:10 Duct (by others) Upstand similar (see note 13) Weber grout G035 or 13. 12. For data sheets refer to: C610-ATC-R4-RSP-CRG03-50050 Rev 2.0. For typical joint details refer to: C610-ATC-R4-DDD-CRG04_Z-10603. 20/09/2016 P01 P01 J.CRONJE JC G.DUVAL GD F it f o r a u t ho r i s a ti on
Transcript of ou - WhatDoTheyKnow€¦ · Permissible rate of change from design,.....(3mm) in vertical curves....
-
www.crossrail.co.uk
E14 5LQ
London
Canary Wharf
25 Canada Square
Crossrail Limited
Notes
DateRev. Description
' Crossrail
Co
py
Ap
pr
ove
d f
or
Desi
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Create
d:
21-
SE
P-
20
16
By Chkd App Auth
Rev :
Originator :
Location :
Scale : Drawing and CAD file No :
Title :
Suitability :
By :
Auth :
Contract :
Chk :
App :
@ A1x2
Power Supply Wagon
2no. Cement Wagons
Water Supply Wagon
Aggregate train 12 wagons
238.8m
19.9m
LADBROKE GROVE
W estbourne Park Station
GREAT W ESTERN ROAD
Bus Depot
BARBERS ROAD
River Lea or Lee
Boro Const & LB Bdy
MOTTISFONT R
OAD
BIRKDALE ROAD
Sports Ground
CHURCH MAN
ORWAY
Sports Ground
Bowling Green
A40 Highway
C400 / C405Station
Paddington
C412C411C410
StationBond Street
C335C300
& CrossoverFisher St Shaft
C430 / C435Station
Farringdon
C336Park SidingsWestbourne
C335C330Portal
Royal Oak
C422C421C410
Road StationTottenham Court
(Canary Wharf Group)Canary Wharf Station
C512C511C510
Station Whitechapel
C305C335
Limmo Shaft
(Berkeley Homes)Woolwich Station
C502C501C510
Station Liverpool Street
C310Portal
North Woolwich
C310Plumstead Portal
C520Station
Custom House
C340Dock Portal
Royal Victoria
C315Surface Railway
Connaught tunnel
C610Plumstead Railhead
StationStratford
C335 / C360Eleanor St Shaft
C350 / C248Pudding Mill Lane
C335 / C360Shaft
Mile End
C305 / C335Shaft
Stepney Green
River Thames
River Thames
River Lea
C610Old Oak Common
CHURCH MAN
OR WAY
Allotment Gardens
w
w
w
w
w
w
w
w
w
w
w
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w
w
w
w
w
w
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w
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w w
w
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w
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w
w
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w
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Z=0.000
Y=36534.559
X=84925.736
Z=0.000
Y=36534.526
X=84925.237
RE
ST
RIC
TE
D
First Issue
Alstom TSO Costain Joint Venture
Liverpool Street to Whitechapel
C610-ATC-R4-DDL-CR092_Z-10500
BB
S4
Systemwide Main Works
---
-
C8 (1414B)
FP
FP
0 Cant
04m 4m 8m 12m 16m 20m
N
Permissible change over 3m................................(2mm)
gauge widening)
Permissible range (excluding designed...............1435mm (-2mm/+3mm)
Gauge
over a 3 m length on a transition.
Maximum rate of change of cross level.....................7.5 mm (1 in 400)
over a 3 m length generally.
Maximum rate of change of cross level.....................2 mm (1 in 500)
Twist
Permissible variation from design........................(– 2mm)
Cant
versines on overlapping 20m chords.
10m offsets or difference between consecutive
string, either difference between adjacent
Permissible rate of change from design...............(2mm)
shall be located).
(effectively forms a corridor in which the rail
Absolute variation from design string...................(– 10mm)
Horizontal alignment
between adjacent 10m offsets elsewhere.
Permissible rate of change from design,..............(3mm)
in vertical curves.
between adjacent 10m offsets in reverses
Permissible rate of change from design,..............(2mm)
Absolute variation from design.............................(+0/-20mm)
Vertical alignment
ValueParameter
Track installation tolerances - slab track
contractor will be readily aware.
with this drawing other than those of which a competent
maintenance or future dismantling/demolition works associated
and safety risks have been identified for construction,
the Track Design Team confirm that no specific significant health
Other than the SHE content of the General Notes Drawing cited 4.
Register (Document. No. C610-ATC-N3-LRG-CR001-50001.
conjunction with the full content of C610 - CDM Design Risk
These drawings and SHE Notes are always to be read in 3.
safe method of working.
competent contractors carrying out the works using an approved
These notes are based on the engagement of experienced and 2.
of work.
and risks additional to those normally associated with this type
The information contained in the notes below concerns hazards 1.
Safety, Health and Environment Information
Legend Item
FP
Sateba S312 S3 sleepers @ 650mm c/c Sateba S312 S3 sleepers @ 650mm c/c
Rail 60E2 Grade 350 LHT (108m)
Sateba S312 S3 sleepers @ 650mm c/cSateba S312 S3 sleepers @ 650mm c/c
w
Rail 60E2 Grade 350 LHT (63m)Rail 60E2 Grade HP 335 (18m)
Rail 60E2 Grade 350 LHT (108m)
30mm Cant
Rail 60E2 Grade HP 335 (18m)
9No. Sateba S312 sleepers with pad
9No. Sateba S312 S2 sleepers
0 CantTransition Length 30m to 0 Cant
L = 2745m
L = 2.745m
Ch9913.0
00
Ch9921.9
8
Axle C
ounter
Ch9930.0
00
Ch9950.0
00
Ch9960.0
00
TC C
h9959.9
83
Math
em
atic
al T
oe
Ch9980.0
00
Foulin
g P
oint
Ch9996.6
00
Ch9998.6
25
Ch10000.0
00
Ch10005.0
00
Ch10006.0
00 E
&B
Ch10013.0
00 E
&B
Ch10020.0
00
Ch10040.0
00
Ch10050.0
00
Ch10060.0
00
Ch10080.0
00
Ch10100.0
00
Ch10120.0
00
Ch10133.0
00 E
&B
Ch10134.0
00
Ch10140.0
00
Ch10145.4
60
Balis
e
Ch10148.9
60
Axle C
ounter
Ch10160.0
00
Ch10178.9
60
Balis
e
Ch10180.0
00
Ch10183.9
60
Axle C
ounter
Ch10188.9
60
Balis
e
PO
B
Ch0.0
00
TC
Ch2.7
45
CC
Ch6.9
43
CC
Ch36.6
43
CS Ch74.5
41 C
h93.0
00 E
B Ch100.0
00
Ch104.5
41
Axle C
ounter
CC Ch134.4
51
CC
Ch172.4
38
CC
Ch202.1
38
CT
Ch209.3
36
PO
E
Ch209.0
81
transition via pads @ 650mm c/c
Ch143.0
00
Ch10170.0
00
Ch10180.0
00
Ch10206.7
08
Ch10194.0
00 E
&B
Ch10198.0
00 E
&B
Ch10200.0
00
Ch10206.9
00
Axle C
ounter
Ch10214.0
00
Foulin
g P
oint
Ch10216.9
00
Ch10220.0
00
Ch10226.8
70
Balis
e
Ch10240.0
00
TC C
h10253.5
19
Math
em
atic
al T
oe
Ch10254.0
00 E
&B
Ch10260.0
00
Ch10269.3
70
Balis
e
Ch10278.8
70
Axle C
ounter
Ch10280.0
00
Ch10281.8
70
Balis
e
Ch10286.0
00 E
&B
transition@ 650mm c/c transition @ 650mm c/c
Check rails type D flare:
Check rails type D2 flare:
Crossing vee spread:
Crossing vee legs:
Crossing fronts spread:
Crossing fronts:
1 in 8.25 welded magnanese crossing pts C8
CEN33-12120 LG
CEN33-12770 LG
985 @ 6952
RH 7052 N
LH 6952 N
374
3460 N
IBCL with hydrive
1445
15530 CEN60 E1A1 (15455+75 extension)
16900 CEN60 E2
Drive type:
Fronts:
Switch rails:
Stock rails:
C8 CR60C inclined RH switch
IBCL with hydriveDrive type:
1445Fronts:
15530 CEN60 E1A1 (15455+75 extension)Switch rails:
16900 CEN60 E2Stock rails:
C7 NR inclinded RH switch
CEN33-12120 LGCheck rails type D flare:
CEN33-12770 LGCheck rails type D2 flare:
985 @ 6952 LGCrossing vee spread:
RH 7052 N
LH 6952 NCrossing vee legs:
374Crossing fronts spread:
3460 NCrossing front:
1 in 8.25 welded magnanese crossing pts C7
transition @ 650mm c/c
Ch43.0
00
Ch9998.0
97 E
B
C7 (1414A)
@ 650mm c/c
CRL EB
@ 650mm c/c
FO
R C
ON
TIN
UA
TIO
N S
EE D
RA
WIN
G C
610-A
TC-R
4-D
DA-D
061_Z-1
0001
Crossing
Pedestria
n
Ch98.0
00 E
B
CRL WB
Station
To Whitechapel
Station
To Whitechapel
Street Station
To Liverpool
Street Station
To Liverpool
second stage slab within switch and crossing
spacing centrally between sleepers throughout
Crack inducers to be placed at maximum 6.5m
Note:
5.
4.
3.
2.
1.
C610-ATC-R4-DDL-CR001_Z-10504.
For details of fastening systems for S&C refer to:
C610-ATC-R4-XCL-CRG03-50005.
Drainage crossing in accordance to the rules defined in the drainage calculation note:
C610-ATC-R4-DDA-CR092_Z-10502.
C610-ATC-R4-DDA-CR092_Z-10501.
For switches and crossing details refer to:
C610-ATC-R4-TSC-CRG03-50012.
For E&B ducting schedule refer to:
C610-ATC-R4-DDD-CR001_Z-10500.
For catchpit cover details refer to:
C610-ATC-D-DDL-CR092_Z-10200
For drainage general arrangement refer to:
11.
10.
9.
8.
7.
6.
Fouling point = 1.970m - RE
TOR Friction modifiers
Axle counter location (by C620)
Axle counter mushroom (by C620)
Welding joint (by C610)
Crack Inducer
E&B Ducting
Catchpit
In-Bearer Clamp Lock
Disconnection box
Disconnection box
Power pack
Sateba S312 S3 sleepers @ 650mm c/c
Pedestrian track crossing
Sateba S312 S3 sleepers @ 650mm c/c
Power pack
Rail 60E2 Grade HP 335 (18m)
containment
Derailment
Rail 60E2 Grade HP 335 (18m)
18No. Sateba S312 S2 sleeper stiffnessSateba HAB bearers @ various c/c18No. Sateba S312 S2 sleeper stiffness
22No. Sateba S312 S2 sleeper stiffness transitionSateba HAB bearers @ various c/c22No. Sateba S312 S2 sleeper stiffness transition
L = 4.198m
R = 209.931m
R = 194.292m L = 29.700m
R = 200.000m L = 37.897m
T = 30m
T = 30m
R = 200.000m L = 37.897m
R = 194.929m L = 29.700
L = 4.198m
R = 209.931m
Ch9956.9
8
Axle C
ounter
Ch10206.9
00
Axle C
ounter
Ch10176.7
08
Derailment containment
Derailment containment
In-Bearer Clamp Lock
Notes Notes
switch and crossing
sleepers throughout second stage slab within
at maximum 6.5m spacing centrally between
Crack inducers to be placed at every PRD and
Note:
4200x300min.
UTX plinth protection
6000x300min.
UTX plinth protection
containment
Derailment
950x300min.
UTX plinth protection
350x250min.
UTX plinth protection
1950x300min.
UTX plinth protection
750x250min.
UTX plinth protection
5600x300min.
UTX plinth protection
1400x300min.
UTX plinth protection
7900x300min.
UTX plinth protection
1700x300min.
UTX plinth protection
650x300min.
UTX plinth protection
350x250min.
UTX plinth protection
900x300min.
UTX plinth protection
750x300min.
UTX plinth protection
(see note 12)
Crack inducer
Various
0 1000mm800mm600mm400mm200mm200mm
Track General Arrangement
Points C7 & C8
Whitechapel Crossover
S2
Z_10504
S1
Z_10503
FSC top level 600mm below track level
FSC top level 525mm below track level
FSC top level 520mm below track level
FSC top level 533mm below track level
FSC top level 539mm below track level
B.BILKHU
70
100
Varies
P1
-
Points C7 & C8 Whitechapel Crossover Track General Arrangement
1:200
C610-ATC-R4-DDB-CR092_Z-10504 Section S2.
C610-ATC-R4-DDB-CR092_Z-10503 Section S1.
For cross sections refer to:
Crossover C122-OVE-R4-DDA-CR001_Z-11221.
Westbound C122-OVE-R4-DDA-CR001_Z-11033.
Eastbound C122-OVE-R4-DDA-CR001_Z-11133.
For track alignment information refer to:
C610-ATC-R4-DDL-CR001-10001 unless otherwise stated.
For tolerances and concrete finish refet to:
All dimensions are in millimetres unless otherwise stated.
Do not scale from this drawing.
(by others)
Upstand
Upstand (by C610)
Upstand (by others)
(by others)
Upstand
(by C610)
Upstand
(by C610)
Upstand
(see note 12)
Crack inducer
FSC top level 550mm below track level
Upstand (by C610)
stage concrete to be parallel to plane of the rails in canted areas.
* Fall to drainage channels to be min. 1:100. Top surface of second
* Surface finish in upstand areas (U2) brush finish.
* Surface finish U3.
* Fibre reinforced 2nd stage C32/40 concrete.
* 200 mm min. edge distance to sleeper boot.
* 15 mm min. clearance to underside of sleeper tie bar.
* 85 mm min. embedment.
* S&C - 75mm min. concrete depth below sleeper.
* Plain Line - 80mm min. concrete depth below sleeper.
Concrete
* Vossloh W21 fastening system.
* Sateba HAB.
Sleepers for S&C
* Vossloh W14 fastening system.
Sleepers for plain line
* S&C and Crossover - 60 E2 grade HP 335. (18,288m)
* Plain Line - 60 E2 grade 350 LHT. (108m)
Rail
D1
Detail of typical UTX plinth protection
Scale 1:10
Duct (by others)
Upstand
similar (see note 13)
Weber grout G035 or
13.
12.
For data sheets refer to: C610-ATC-R4-RSP-CRG03-50050 Rev 2.0.
For typical joint details refer to: C610-ATC-R4-DDD-CRG04_Z-10603.
20/09/2016P01
P01
J.CRONJE
JC
G.DUVAL
GD
Fit for auth
orisation
https://ebwsgprod.crossrail.co.uk:8443/Validity/Contents/Verify/2483041B3/C610-ATC-R4-DDL-CR092_Z-10500.pdf?sc=Global&d=Main%5ceBProd
c610-atc-r4-ddl-cr092_z-10500ReferencesPW_WORKDIR:dms04649CRL-Drawing Borders.dgn, A1 - x2
C610-ATC-R4-DDL-CR092_Z-10500.dgn, Key PlanC610 - Whitechapel Points C7 & C8 Track General Arrangement , C610-ATC-R4-DDL-CR092_Z-10500.dgn, DefaultC610 - Whitechapel Points C7 & C8 Track General Arrangement -1, C610-ATC-R4-DDL-CR092_Z-10500.dgn, Default
