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Apr 2000
STANDARD DETAILS
OF ROAD ELEMENTS All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording, or otherwise, without the prior permission of the Road & Rail Design Department, Land Transport Authority © LTA 2000
The documents in these site are designed to be viewed electronically. The fonts and layout of the documents have been chosen for optimal viewing on screen rather than for optimal printing.
Land Transport Authority Design Development Division
1 Hampshire Road
Block 2 Level 3
Singapore 219428
Table of Contents
CONTENTS
DRAWING TITLE DRAWING NUMBER PAGE NO.
1. PAVEMENTS OF ROADS & CAR PARKS
FLEXIBLE PAVEMENT (TYPE I) FOR EXPRESSWAYS
LTA/RD/SD99/PAV/1A 1 - 1
FLEXIBLE PAVEMENT (TYPE II) FOR MAJOR ARTERIALS
LTA/RD/SD99/PAV/2A 1 - 2
FLEXIBLE PAVEMENT (TYPE II) FOR PRIMARY ACCESS
LTA/RD/SD99/PAV/3A 1 - 3
FLEXIBLE PAVEMENT (TYPE III) FOR LOCAL ACCESS
LTA/RD/SD99/PAV/4A 1 - 4
RIGID PAVEMENT LTA/RD/SD99/PAV/5B 1 - 5
& 1 - 6 LTA/RD/SD99/PAV/6A
PAVEMENT FOR CAR PARK LOTS (TYPE A)
LTA/RD/SD99/PAV/7 1 - 7
PAVEMENT FOR CAR PARK LOTS (TYPE B)
LTA/RD/SD99/PAV/8 1 - 8
RECAMBERING & WIDENING OF CARRIAGEWAY
LTA/RD/SD99/PAV/9 1 - 9
2. DRAINS & CULVERTS
PC.C. CHANNELS AND DRAINS
LTA/RD/SD99/DRA/1 2 - 1
CAST - IN - SITU BOX CULVERT
LTA/RD/SD99/DRA/2 2 - 2
PC.C. PIPE CULVERTS LTA/RD/SD99/DRA/3 2 - 3
PRECAST U - DRAIN AND SLABBED OVER U - DRAIN
LTA/RD/SD99/DRA/4A 2 - 4 &
2 - 5 LTA/RD/SD99/DRA/5A
CAST - IN - SITU SLABBED OVER U - DRAIN
LTA/RD/SD99/DRA/6A 2 - 6
PC.C. DROP - INLET CHAMBER
LTA/RD/SD99/DRA/7E 2 - 7
PC. C. KERB WITH SCUPPER INLET
LTA/RD/SD99/DRA/8A 2 - 8
2. DRAINS & CULVERTS
SUB - SOIL DRAINS AND SUMPS ALONG EXPRESSWAYS
LTA/RD/SD99/DRA/9A 2 - 9
SUB - SOIL DRAINS AND SUMPS ALONG MAJOR ARTERIALS
LTA/RD/SD99/DRA/10A 2 - 10
3. KERBS & FOOTPATHS
KERBS AND DIVIDERS LTA/RD/SD99/KER/1A 3 - 1
KERB PAINTING
LTA/RD/SD99/KER/2 3 - 2 &
3 - 3 LTA/RD/SD99/KER/3
CIVIC DISTRICT KERB LTA/RD/SD99/KER/4 3 - 4
CAST - IN - SITU FOOTPATH LTA/RD/SD99/KER/5 3 - 5
FOOTPATH RAMP (TYPE I PEDESTRIAN CROSSING POINTS)
LTA/RD/SD99/KER/6A(1)
3 - 6
LTA/RD/SD99/KER/6A(2)
FOOTPATH RAMP (TYPE II PEDESTRIAN CROSSING POINTS)
LTA/RD/SD99/KER/7A(1)
3 - 7
LTA/RD/SD99/KER/7A(2)
FOOTPATH RAMP (TRAFFIC ISLAND)
LTA/RD/SD99/KER/8A 3 - 8
FOOTPATH RAMP (SIDE ROAD) LTA/RD/SD99/KER/9A 3 - 9
FOOTPATH RAMP (DRIVEWAY) LTA/RD/SD99/KER/10A 3 - 10
FOOTPATH RAMP (FOOTPATH BESIDE OPEN DRAIN)
LTA/RD/SD99/KER/11A 3 - 11
HOMOGENEOUS TACTILE TILES LTA/RD/SD99/KER/12 3 - 12
4. GRATINGS & MANHOLE COVERS
PEDESTRIAN GRATING (WITHOUT CHEQUER PLATE)
LTA/RD/SD99/GRA/1 4 - 1
PEDESTRIAN GRATING (WITH CHEQUER PLATE)
LTA/RD/SD99/GRA/2 4 - 2
4. GRATINGS & MANHOLE COVERS
FRAME FOR PEDESTRIAN GRATING
LTA/RD/SD99/GRA/3 4 - 3
VEHICULAR GRATING
LTA/RD/SD99/GRA/4A 4 - 4 &
4 - 5 LTA/RD/SD99/GRA/5A
MANHOLE COVER AND FRAME LTA/RD/SD99/GRA/6 4 - 6
5. RAILINGS
RAILINGS (TYPE A) LTA/RD/SD99/RAL/1C 5 - 1
PEDESTRIAN ALUMINIUM ALLOY RAILINGS (TYPE B, C AND D)
LTA/RD/SD99/RAL/2C 5 - 2
RAILING ON CONCRETE BASE LTA/RD/SD99/RAL/3 5 - 3
6. GUARDRAILS
VEHICULAR IMPACT GUARDRAILS
LTA/RD/SD99/VIG/1A 6 - 1 &
6 - 2 LTA/RD/SD99/VIG/2A
ARRANGEMENT OF VEHICULAR IMPACT GUARDRAILS AT HIGH EMBANKMENT
LTA/RD/SD99/VIG/3 6 - 3
ARRANGEMENT OF VEHICULAR IMPACT GUARDRAILS AT SUPERELEVATION
LTA/RD/SD99/VIG/4 6 - 4
DOUBLE SIDED GUARDRAILS LTA/RD/SD99/VIG/5 6 - 5
GUARDRAILS FOR PROTECTION OF COLUMN ( WITHOUT ADJOINING VEHICULAR IMPACT GUARDRAILS)
LTA/RD/SD99/VIG/6 6 - 6 &
6 - 7 LTA/RD/SD99/VIG/7
GUARDRAILS FOR PROTECTION OF COLUMN (WITH ADJOINING VEHICULAR IMPACT GUARDRAILS)
LTA/RD/SD99/VIG/8 6 - 8
CLEARANCE OF STREET FURNITURE FROM GUARDRAIL
LTA/RD/SD99/VIG/9 6 - 9
VEHICULAR IMPACT GUARDRAILS (TYPE 1, 2)
LTA/RD/SD99/VIG/10 6 - 10
VEHICULAR IMPACT GUARDRAILS (TYPE 3)
LTA/RD/SD99/VIG/11 6 - 11
VEHICULAR IMPACT GUARDRAILS (TYPE 4)
LTA/RD/SD99/VIG/12 6 - 12
6. GUARDRAILS
VEHICULAR IMPACT GUARDRAILS (CRASH ATTENUATOR)
LTA/RD/SD99/VIG/13A 6 - 13
VEHICULAR IMPACT GUARDRAILS (THRIE-BEAM TRANSITION)
LTA/RD/SD99/VIG/14 6 - 14
VEHICULAR IMPACT GUARDRAILS (SLIP BASE PLATE)
LTA/RD/SD99/VIG/15 6 - 15
7. DIRECTIONAL SIGNS
LETTERINGS FOR DIRECTIONAL SIGNS (UPPER CASE)
LTA/RD/SD99/DIR/1 7 - 1 &
7 - 2 LTA/RD/SD99/DIR/2
LETTERINGS FOR DIRECTIONAL SIGNS (LOWER CASE)
LTA/RD/SD99/DIR/3 7 - 3 &
7 - 4 LTA/RD/SD99/DIR/4
NUMBERS FOR DIRECTIONAL SIGNS
LTA/RD/SD99/DIR/5 7 - 5
ARROWS FOR DIRECTIONAL SIGNS
LTA/RD/SD99/DIR/6 7 - 6
NOTES FOR DIRECTIONAL SIGNS
LTA/RD/SD99/DIR/7 7 - 7 &
7 - 8 LTA/RD/SD99/DIR/8A
8. ROAD MARKINGS & SIGNS
LANE MARKINGS LTA/RD/SD99/RMS/1B 8 - 1
& 8 - 2 LTA/RD/SD99/RMS/2B
ARROW MARKINGS LTA/RD/SD99/RMS/3 8 - 3
CHEVRON MARKINGS FOR EXPRESSWAYS
LTA/RD/SD99/RMS/4A 8 - 4
TO
8 - 6
LTA/RD/SD99/RMS/5C
LTA/RD/SD99/RMS/6
CHEVRON MARKINGS FOR OTHER ROADS
LTA/RD/SD99/RMS/7 8 - 7
ROADS SIGNS & MARKINGS AT INTERSECTIONS
LTA/RD/SD99/RMS/8B 8 - 8 &
8 - 9 LTA/RD/SD99/RMS/9
ROADS SIGNS & MARKINGS FOR SLIP ROADS & SHARP CURVE
LTA/RD/SD99/RMS/10A 8 - 10
ROADS SIGNS & MARKINGS FOR PEDESTRIAN CROSSINGS
LTA/RD/SD99/RMS/11 8 - 11
8. ROAD MARKINGS & SIGNS
RAISED ZEBRA CROSSING LTA/RD/SD99/RMS/12 8 - 12
MULTI - HEAD ARROW MARKING LTA/RD/SD99/RMS/13 8 - 13
BUS FRIENDLY HUMP CUM RAISED ZEBRA CROSSING
LTA/RD/SD99/RMS/14 8 - 14
CURVE ALIGNMENT MARKERS (CAM) FOR ARTERIAL ROAD
LTA/RD/SD99/RMS/15 8 - 14
9. TRAFFIC MANAGEMENT MEASURES
ROAD HUMP LTA/RD/SD99/TMM/1 9 - 1
SPEED REGULATING STRIPS LTA/RD/SD99/TMM/2 9 - 2
PHYSICAL NOSING FOR EXPRESSWAYS
LTSD99A/RD//TMM/3A 9 - 3
CHANNELISING ISLANDS & U - TURN
LTA/RD/SD99/TMM/4 9 - 4
BUS FRIENDLY ROAD HUMP LTA/RD/SD99/TMM/5 9 - 5
10. SUPPORTS FOR ROAD SIGNS
SUPPORT FOR DIRECTIONAL AND INFORMATION SIGNS
LTA/RD/SD99/SUP/1A 10 - 1
TO
10 - 3
LTA/RD/SD99/SUP/2A
LTA/RD/SD99/SUP/3A
SUPPORT FOR STREET NAME BOARD
LTA/RD/SD99/SUP/4 - Deleted
10 - 4
HOLDER FOR STREET NAME BOARD
LTA/RD/SD99/SUP/5 - Deleted
10 - 5
SUPPORT FOR TRAFFIC SIGN
LTA/RD/SD99/SUP/6
10 - 6
TO
10 - 9
LTA/RD/SD99/SUP/7
LTA/RD/SD99/SUP/8
LTA/RD/SD99/SUP/9
ROAD GANTRY SIGNS (TRUSS)
LTA/RD/SD99/SUP/10
10 - 10
TO
10 - 13
LTA/RD/SD99/SUP/11
LTA/RD/SD99/SUP/12
LTA/RD/SD99/SUP/13
10. SUPPORTS FOR ROAD SIGNS
SUPPORT FOR CANTILEVER DIRECTION SIGNS
LTA/RD/SD99/SUP/14 10 - 14
TO
10 - 16 LTA/RD/SD99/SUP/15
LTA/RD/SD99/SUP/16
TYPICAL STEEL BRACKET FOR 4.5 HEIGHT LIMIT SIGN
LTA/RD/SD99/SUP/17 10 - 17
11. BUS STOPS
SINGLE BUS BAY (TYPE 1) LTA/RD/SD99/BUS/1B 11 - 1
SINGLE BUS BAY (TYPE 1A) WITHOUT SEPARATOR
LTA/RD/SD99/BUS/2B 11 - 2
DOUBLE BUS BAY (TYPE 2) LTA/RD/SD99/BUS/3B 11 - 3
DOUBLE BUS BAY (TYPE 2A) WITHOUT SEPARATOR
LTA/RD/SD99/BUS/4B 11 - 4
TRIPLE BUS BAY (TYPE 3) LTA/RD/SD99/BUS/5B 11 - 5
TRIPLE BUS BAY (TYPE 3A) WITHOUT SEPARATOR
LTA/RD/SD99/BUS/6B 11 - 6
BUS BAY DETAILS
LTA/RD/SD99/BUS/7C 11 - 7
TO
11 - 9
LTA/RD/SD99/BUS/8A - Deleted
LTA/RD/SD99/BUS/9
BUS SHELTER (TYPE A) LTA/RD/SD99/BUS/10A 11 - 10
SAFETY BOLLARD LTA/RD/SD99/BUS/11-Deleted
11 - 11
12. TAXI - STANDS
TAXI - STAND (TYPE A) LTA/RD/SD99/TAX/1 12 - 1
TAXI - STAND (TYPE B) LTA/RD/SD99/TAX/2 12 - 2
TAXI - STAND (TYPE C) LTA/RD/SD99/TAX/3 12 - 3
TAXI STOP LTA/RD/SD99/TAX/4 12 - 4
STAINLESS STEEL ‘BUM REST’ LTA/RD/SD99/TAX/5 12 - 5
13. PLANTING REQUIREMENT
LAYBY FOR NPARK’S WATER TANKERS
LTA/RD/SD99/PNR/1A 13 - 1
13. PLANTING REQUIREMENT
SOIL AERATION
LTA/RD/SD99/PNR/2A 13 - 2 &
13 - 3 LTA/RD/SD99/PNR/3
14. EXPRESSWAY APPURTENANCE
ROAD TRAFFIC SIGNS & ASSOCIATED PLATES - DIRECTIONAL & DISTANCE STICKERS ALONG EXPRESSWAY ( FOR SOS PHONE )
LTA/RD/SD99/EPA/1-Deleted
14 - 1
EMERGENCY GATE
LTA/RD/SD99/EPA/2 14 - 2 &
14 - 3 LTA/RD/SD99/EPA/3
15. PROJECT SIGNS
PLAQUE LTA/RD/SD99/PSB/1 15 - 1
PROJECT SIGN BOARD FOR LTA PROJECT
LTA/RD/SD99/PSB/2A 15 - 2
PROJECT SIGN BOARD FOR LTA PROJECT TYPICAL FOOTING AND STEEL CONNECTION DETAILS FOR TIMBER SIGN BOARDS
LTA/RD/SD99/PSB/3A 15 - 3
PROJECT SIGN BOARD FOR LTA PROJECT, STEEL CONNECTION DETAILS FOR ALUMINIUM SIGN BOARDS
LTA/RD/SD99/PSB/4A 15 - 4
TIMBER POST ( TYPE B ) LTA/RD/SD99/PSB/5 15 - 5
16. INSTRUMENTATION
SETTLEMENT PLATE LTA/RD/SD99/INS/1 16 - 1
PNEUMATIC PIEZOMETER WATER STANDPIPE INCLINOMETER
LTA/RD/SD99/INS/2 16 - 2
17. BOLLARDS
BOLLARDS LTA/RD/SD99/BOL/1B
17 - 1 &
17 - 2 SAFETY BOLLARDS AT BUS STOPS (ROAD SPEED LIMIT: 60 kph)
LTA/RD/SD99/BOL/2A
SAFETY BOLLARDS AT BUS STOPS (ROAD SPEED LIMIT: 70 kph)
LTA/RD/SD99/BOL/3A 17 - 3
17. BOLLARDS
BOLLARDS LTA/RD/SD99/BOL/4-Deleted
17 - 4
BOLLARD AT FOOTPATH LTA/RD/SD99/BOL/5-Deleted
17 - 5
SPRING LOADED POST FOR NARROW DIVIDER (NOT MORE THAN 400mm WIDE)
LTA/RD/SD99/BOL/6-Deleted
17 - 6
18. TRAFFIC MANDATORY SIGNS
ROAD TRAFFIC SIGNS & ASSOCIATED PLATES (MANDATORY SIGNS)
LTA/RD/SD99/TFM/1 18 - 1 &
18 - 2 LTA/RD/SD99/TFM/2
19. TRAFFIC PROHIBITORY SIGNS
ROAD TRAFFIC SIGNS & ASSOCIATED PLATES (PROHIBITORY SIGNS)
LTA/RD/SD99/TFP/1
19 - 1
TO
19 - 6
LTA/RD/SD99/TFP/2
LTA/RD/SD99/TFP/3
LTA/RD/SD99/TFP/4
LTA/RD/SD99/TFP/5
LTA/RD/SD99/TFP/6
20. TRAFFIC WARNING SIGNS
ROAD TRAFFIC SIGNS & ASSOCIATED PLATES (WARNING SIGNS)
LTA/RD/SD99/TFW/1
20 - 1
TO
20 - 9
LTA/RD/SD99/TFW/2
LTA/RD/SD99/TFW/3
LTA/RD/SD99/TFW/4
LTA/RD/SD99/TFW/5
LTA/RD/SD99/TFW/6
LTA/RD/SD99/TFW/7
LTA/RD/SD99/TFW/8
LTA/RD/SD99/TFW/9
21. TRAFFIC INFORMATORY SIGNS
ROAD TRAFFIC SIGNS & ASSOCIATED PLATES (INFORMATORY SIGNS)
LTA/RD/SD99/TFI/1A
21 - 1
TO
21 - 17
LTA/RD/SD99/TFI/2
LTA/RD/SD99/TFI/3
LTA/RD/SD99/TFI/4
LTA/RD/SD99/TFI/5
LTA/RD/SD99/TFI/6
LTA/RD/SD99/TFI/7
LTA/RD/SD99/TFI/8A
LTA/RD/SD99/TFI/9
LTA/RD/SD99/TFI/10
LTA/RD/SD99/TFI/11
LTA/RD/SD99/TFI/12
LTA/RD/SD99/TFI/13
LTA/RD/SD99/TFI/14
LTA/RD/SD99/TFI/15
LTA/RD/SD99/TFI/16
LTA/RD/SD99/TFI/17
22. TRAFFIC INFORMATORY SIGNS
ROAD TRAFFIC SIGNS & ASSOCIATED PLATES (SUPPLEMENTARY SIGNS)
LTA/RD/SD99/TFS/1 22 - 1 &
22 - 2 LTA/RD/SD99/TFS/2
23. STREET NAME BOARD
STREET NAME BOARD
LTA/RD/SD99/SNB/1A
23 - 1
TO
23 - 12
LTA/RD/SD99/SNB/2
LTA/RD/SD99/SNB/3
STREET NAME SIGN (STREET NAME SIGN ON SINGLE SUPPORT POST)
LTA/RD/SD99/SNB/4
STREET NAME SIGN (STREET NAME SIGN ON DOUBLE SUPPORT POST)
LTA/RD/SD99/SNB/5
STREET NAME SIGN (CANTILEVER STREET NAME SIGN ON VERTICAL SUPPORT POST)
LTA/RD/SD99/SNB/6
STREET NAME SIGN (CNTLEVER STREET NAME SIGN ON EXISTING LAMP POST)
LTA/RD/SD99/SNB/7
STREET NAME SIGN SINGLE SIDE STREET NAME SIGN ON EXISTING LAMP POST
LTA/RD/SD99/SNB/8
STREET NAME SIGN ON TRAFFIC POST
LTA/RD/SD99/SNB/9
STREET NAME SIGN (EXTRUSION)
LTA/RD/SD99/SNB/10
STREET NAME SIGN (CASTING PARTS)
LTA/RD/SD99/SNB/11
STREET NAME SIGN (TRAFFIC SIGN ON SUPPORT POST)
LTA/RD/SD99/SNB/12
GENERAL NOTES 1) THIS SET OF STANDARD DETAILS IS PRODUCED BY THE PROJECT & ENGINEERING
DIVISION OF THE LAND TRANSPORT AUTHORITY, SINGPORE. 2) THE STANDARD DETAILS ARE INTENDED TO BE INCORPORATED INTO THE
CONSTRUCTION CONTRACTS OF THE AUTHORITY BY REFERENCE. ANY DEVIATION OR MODIFICATIONS TO THESE DETAILS TO SUIT THE REQUIREMENTS OF A PARTICULAR PROJECT WILL BE HIGHLIGHTED IN THE PARTICULAR SPECIFICATION AND THE CONTRACT DRAWINGS PREPARED SPECIFICALLY FOR EACH PROJECT AND ISSUED WITH THE TENDER DOCUMENTS.
3) THE STANDARD DETAILS SHALL BE READ IN CONJUNCTION WITH THE MATERIAL &
WORKMANSHIP SPECIFICATION. THE PARTICULAR SPECIFICATION, THE CONTRACT DRAWINGS, THE CONDITIONS OF CONTRACT AND ALL OTHER DOCUMENTS FOR EACH CONTRACT.
4) THE STANDARD DETAILS ARE ALSO INTENDED AS A REFERENCE FOR
PROFESSIONAL ENGINEERS SUBMITTING ROAD PLANS TO THE DEVELOPMENT & BUILDING CONTROL DEPARTMENT OF LTA. IT SHOULD BE NOTED THAT THE PROFESSIONAL ENGINEERS ( QUALIFIED PERSON ) FOR THE PROJECT SHALL BE RESPONSIBLE FOR DESIGNING OF ALL STRUCTURAL WORK SHOWN IN THIS STANDARD DETAILS IN ACCORDANCE WITH THE REQUIREMENT IN THE BUILDING CONTROL ACT. HE SHALL BE RESPONSIBLE FOR ALL SUBMISSIONS TO RELEVANT AUTHORITIES FOR APPROVAL.
5) THE STANDARD DETAILS MAY CONTAIN ADDITIONAL NOTES. IF ANY OF THEM
CONTRADICTS THE MATERIAL & WORKMANSHIP SPECIFICATION. THE FORMER SHALL TAKE PRECEDENCE.
6) ALL DIMENSIONS SHOWN ARE IN MM UNLESS OTHERWISE STATED. 7) UNLESS OTHERWISE STATED, THE FOLLOWING CONCRETE GRADES SHALL BE
USED:-
REINFORCED CONCRETE GRADE 30
MASS CONCRETE GRADE 20
LEAN CONCRETE GRADE 15
8) WSFR MEANS WELDED STEEL FABRIC REINFORCEMENT MANUFACTURED TO
SINGAPORE STANDARD SS32.
9) ALL UPVC PIPES SHALL CONFORM TO SS272. ALL DIAMETER OF UPVC PIPE SPECIFIED SHALL BE OF NOMINAL SIZE.
10) ON EXPRESSWAYS, THE 600 x 600 TRAFFIC SIGNS SHALL BE INCREASED TO HAVE
DIMENSIONS OF 900 x 900. 11) ALL CORNERS OF TRAFFIC SIGNS ARE TO BE OF 50mm RADIUS. 12) THE BACKGROUND COLOUR OF THE BACKING PLATE FOR TRAFFIC SIGNS SHALL
BE WHITE, UNLESS OTHERWISE STATED. 13) THE ALUMINIUM SHEET SHALL COMPLY WITH BS EN 485 : pt 1 - 4 , BS EN 515 AND BS
EN 573 : pt 1 - 4. 14) THE LAST LAYER OF 500mm OF SUBGRADE MATERIAL SHALL HAVE A MIN SOAKED
CBR OF 5% AND SHALL BE COMPACTED TO MINIMUM OF 95% OF MAXIMUM DRY DENSITY. THE MINIMUM COMPACTION FOR SUBBASE MATERIAL SHALL BE 95% AND FOR BASE COURSE MATERIAL SHALL BE 98% OF THE MAXIMUM DRY DENSITY USING THE MODIFIED AASHTO COMPACTION TEST OR TEST 13 OF BS 1377.
15) THE SUBGRADE MATERIAL FOR 2m WIDTH NEXT TO EXPRESSWAY PAVEMENT
SHALL BE COMPACTED TO MINIMUM 90% OF MAXIMUM DRY DENSITY. 16) ALL CROSS REFERENCE BETWEEN STANDARD DETAILS SHALL BE TO THE
LATEST REVISION. 17) ALL STANDARDS AND CODES REFERRED TO IN THE STANDARD DETAILS
SHALL BE THE LATEST VERSION. 18) THE NOMENCLATURE FOR SOME STANDARD ELEMENTS ( EG. K7 KERBS )
HAVE BEEN CHANGED AS PER THE TABLE BELOW
OLD NOMENCLATURE NEW NOMENCLATURE
K7 KERBS K2 KERBS
D2 KERBS D1 KERBS
TYPE E RAILING TYPE A RAILING
TYPE G RAILING TYPE C RAILING