Dewa std Standard-Drawings-PART-1.pdf

04. WORK ZONE TRAFFIC MANAGEMENT
TM-1
TM-2
TM-3
Typical Road Closing Details (Sheet 1 of 6)
TM-4 Typical Road Closing Details (Sheet 4 of 6)
TM-7 Standard Construction Signs
TM-8 Temporary Concrete Barriers
TCS-28
TCS-29
OHVD Access To Main Road Installation - Typical B
Typical OHVD Traffic Signal Details (OTS) Pole and Mast Arm Assembly
TCS-30 Equipment Cabinet Foundation Details
TCS-32
UPS Cabinet Foundation Details
Chevron Sign Typical Details
TCS-33 Field Equipment Cabinet (Typical)
TCS-34 Typical Fec Cabinet Schematic Block Diagram
TCS-35 Typical Cctv & Wireless Pole Details
TCS-36 Typical Rvd Layout Installation
TCS-37 Radar Vehicle Detector (RVD) Strain Pole Mounting Details
TCS-38 Typical Rvd Pole Mounted Enclosure
TCS-39 Overheight Vehicle Detection System Overview
TCS-40 Road Weather Information Station (Typical Layout)
TCS-41 Highway Advisory Radio Transmitter
TCS-42 Highway Advisory Radio Transmitter With Triad Ground System
TCS-43 Har Sign Cabinet Detail Wiring
TCS-44 Cctv Pole Structural Details
TCS-45 Cctv Pole Foundation
TCS-46 Har Sign Installation Details
TCS-47 Video Surveillance System Overview
TCS-48 Typical Cctv Camera Assembly Mounting Details Option-1 (dome And Ptz Unit With Camera Protection Housing)
TCS-49 Typical Cctv Camera Assembly Mounting Details Option-2
TCS-50 Cctv Camera Pole
TCS-51 Cctv Camera Pole
TCS-52 Power Circuit
TCS-31
GM-6
01. GEOMETRIC DETAILS
GM-18
GM-10
GM-3
GM-17
Typical Single - Lane Free - Exit Ramp Terminals
Traffic Calming Measures (For Rural Roads) - Sheet 1 of 2
GM-1
GM-4
Typical Roundabout Layout Characteristic
GM-5
Typical Single - Lane Free - Flow Entrance Ramps
Typical Two - Lane Free - Flow Entrance Ramps
Typical Two - Lane Free - Flow Exit Ramps
Free Right Turn Details (For Rural Roads)
GM-20
GM-19
Traffic Calming Measures (For Rural Roads) - Sheet 2 of 2
GM-12
Car Parking Design Standards
GM-13
Bus Parking Design Standards
GM-16
Truck Parking Design Standards
DRAWING TITLE
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No.
02. TRAFFIC
Typical Signalized Intersection (Sheet 1 of 2)
Typical Signalized Intersection at Flyover Type F-Intersecting Road with Median
Foundation Type Details Type A and B (Sheet 1 of 2)
Traffic Signal Details Traffic Signal Pole Double Foundation
Pole & Mast Arm Assembly
Pole and Mast Arm Clamp Connection
Free Right Turn Signal Foundation
Pull Box Details - Type I
Pull Box Details - Type II
Pull Box Details Type III
Pull Box Details - Type IV
CCTV Pole and Cabinet Foundation Details
CCTV Marker and Cover Details
TCS-1
TCS-5
TCS-6
TCS-2
TCS-7
TCS-8
TCS-9
TCS-10
TCS-11
TCS-3
TCS-12
TCS-4
TCS-13
TCS-14
TCS-15
General Structural Notes
TCS-00
Typical Signalized Intersection (Sheet 2 of 2)
TCS-16
TCS-17
TCS-18
Foundation Type Details Type 'C' & 'D' (Sheet 2 of 2)
Changeover Switch and Traffic Signal Controller Foundation Details
Red Light Violation Camera Foundation Details
Height Warning System
Temporary Traffic Signal Installation
Temporary Traffic Signal Foundation
TCS-20
TCS-21
TCS-22
TCS-23
Temporary Traffic Signal Repeaters Installation
OHVD Communication Backbone Layout
TCS-19 Typical OverHead Sign Gantry Typ Highway Warning Systems
Dwg
No. DRAWING TITLE
Abbreviations And Standard Curve Data
GM-0
TCS-24
TCS-25
TCS-26
TCS-27
OHVD VMS SIGN Typical Details
OHVD Typical " A'' Connections Diagram
OHVD Typical " B'' Connections Diagram
OHVD Main Road Installation - Typical - A
Sign Details (Sheet 1 of 5)
Gantry Sign Lighting Details
Road Sign Gantry Details Post Type IIA and IIB (Sheet 2 of 7)
Road Sign Gantry Details (Sheet 3 of 7)
Roundabout Marking Details Urban Roads
Typical Pavement Marking Details for Highway
Ground Sign Mounting Details (Sheet 1 of 8)
TF-1
TF-8
TF-9
TF-2
TF-10
TF-3
TF-4
TF-15
TF-17
TF-20
TF-21
TF-25
TF-16
TF-19
TF-18
TF-5
TF-6
TF-7
TF-22
TF-23
Construction Identification Signs
Ground Sign Mounting Details (2) (Sheet 2 of 8)
Traffic Sign Mounting Details (5) (sheet 5 of 8)
TF-12 Ground Mounted Sign Structures Guide Sign Mounting Details (7) (Sheet 7 of 8)
TF-13 Ground Mounting Exit Sign (8) (Sheet 8 of 8)
TF-14
03. TRAFFIC CONTROL SYSTEMS
05. LIGHTING
L-09
L-03
L-10
L-12
L-06
L-11
14m Light Poles Miscellaneous Details
20m Mid Hinged Light Poles Miscellaneous Details
30.5m Light Pole Details
L-02
L-04
L-07
30.5m Light Pole Details Lighting & Lantern Details
L-08
30.5m Mid Hinged Light Poles Miscellaneous Details
30.5m Light Pole Details Median Barrier Location
L-01
L-05 20m Light Poles Miscellaneous Details
L-15
L-16
L-18
L-17
Lighting Control Cabinet General Arrangement (Sheet 1 of 2)
Lighting Control Cabinet Wiring And Device Schedule (Sheet 2 of 2)
L-13
L-14 14m Multifunction Light Poles Miscellaneous Details
10m Multifunction Light Poles Miscellaneous Details
8m Multifunction Light Poles Miscellaneous Details
L-19 Typical Lv Ip 67 Cabinet
General Single Line Diagram For Street Lighting Network
L-20
Legend - Electrical and Spot Lighting
Substation Layout
L-21
Transformer Pit Details (32 Kva)
L-22
Miscellaneous Electrical Detail (Sheet 1 of 5)
L-23
L-24
L-25
Electrical Service Chamber (Sheet 4 of 5)
L-26
Electrical Service Chamber (Sheet 5 of 5)
L-27
Road Sign Gantry Details Single Post Type IA and IB (Sheet 1 of 7)
TF-11 Traffic Sign Mounting Details (6) (sheet 6 of 8)
Roadway Details - Geometric Detail - Intersections
Typical Details - Intersection Pavement Markings and Signs
Roadway Details - Typical Disabled Parking Details
Roadway Details - Parking Dimensions & Entry/Exit Details
Roadway Details - Typical Sector Geometric and Parking Layout
Roadway Details - Geometric Detail - Bus/Taxi Stops
Typical Sector with Non-Paid Parking, Kerbs, Pavement Markings and Signs Layout.
Typical Sector With Paid Parking, Kerbs, Pavement Markings and Signs Layout.
Raised Pedestrian Crossing, Pedestrian Ramp,Speed Hump Details and Tactile Paving
Pedestrian Crossing and Tactile Paving
GM-2
GM-7
GM-8
GM-9
GM-11
GM-14
GM-15
GM-21
GM-22
GM-23
TF-24
Geometric & Pavement Details For Cycle Track
Pedestrian and Cycle Track Key Design Components and Applications
Pedestrian and Cycle Track Signs and Markings
Raised Pedestrian Crossing, Pedestrian Ramp and Speed Hump Details
Ramp Terminals Two Lane Entrance and Exit Ramps With Shoulders
GM-4A
GM-24
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
LIST OF DRAWINGS OF PART 1
PART 1 - ROADS
Sheet 1 of 2
NTS
P1-G-1
.
A1
STANDARD DRAWINGS
LIST OF DRAWINGS OF PART 1 - ROADS

06. CIVIL WORKS 07. STRUCTURES
ST-09
ST-03
ST-10
ST-12
ST-06
ST-11
Structure Expansion Joint Details
Structure Bridge Traffic Railing Details (TL4)
Structure Pedestrian Bridge Railing Details
Structures Water Proofing Details (Sheet 2 of 2)
ST-02
ST-04
ST-07
Structure Sample Details of Elastomeric Bearing
ST-08
Structure Details of Mechanical Bearings (Sheet 2 of 2)
Structure Reinforced Soil Wall Details
Structure Approach Slab Details
Structure Pre-stressing Details
Structure Details of Tunnel Joints
Structures Water Proofing Details (Sheet 1 of 2)
ST-01
ST-05 Structure Details of Mechanical Bearings (Sheet 1 of 2)
ST-13
ST-16
Structure Abutment Miscellaneous Details
ST-14
ST-17
Structure Access Door Details
ST-18
Structure Concrete Barrier And Misc. Bridge Deck Details
Structure Provision For Future
Structure Opening In Concrete Slabs And Walls Reinforcement Details
ST-15 Structure Reinforcing Steel Standard Bar Shapes
ST-19 Structure Post-tensioned Precast Girder Pre-stressing Details
ST-20 Structure Sample PC Girder Bridge Deck Details
DRAWING TITLE
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No.
C-1
C-8
C-2
C-7
C-12
C-13
Openable Median Barrier
C-14
Crash Cushions Details (TL3 System) (Sheet 1 of 9)
Crash Cushions Details General Arrangement (Transition to Thriebeam Assembly (Sheet 2 of 9)
(Transition to Flexbeam Assembly) (Sheet 3 of 9)
Crash Cushions Details General Arrangement
C-19
C-20
C-21
Crash Cushions Details (TL3 ShorT System) (Sheet 4 of 9)
Crash Cushions Details (1330mm Wide System) (Sheet 6 of 9)
Crash Cushions Details Wing Extension Structures (Sheet 9 of 9)
(Single Sided Transition to Concrete Barrier) (Sheet 5 of 9)
Semi-Rigid Barrier and Typical Guard Rail Details
Semi-Rigid Barriers Terminal
C-23
C-25
C-26
C-24
C-27
C-28
C-29
GuardRail to Rigid Barrier Details
Wire Rope Safety Barrier (WRSB)
Flexible Barrier & Wire Rope Safety Barrier Terminal Runout Area Details
Typical Roundabout Grading Plan
Typical Intersection Grading Plan
Typical Intersection Contour Plan
C-32
C-33
C-34
C-35
C-36
C-37
Typical T-Intersection
Typical Sector Grading Plan
Typical CurbSide Bus Stop Articulated Bus
Bus Stop with Layby One Standard Bus for Posted speed Upto 60km/h
Typical Fencing Details (Sheet 1 of 3)
Chain Link Fence Details (Sheet 2 of 3)
Camel Fence Details (Sheet 3 of 3)
Typical Terracing Layout
Slope Protection Details Concrete Planters
Slope Protection Details Drainage
Slope Protection Details Layout at Bridge Abutment
Median Railing Details
Sample Trial Pit & Boreholes Locations for Roads
Sample Trial Pit & Boreholes Locations for Bridges
Flood Protection and Embankment Protection Details
C-51
Roadway Details - Kerb and Wheel Stop Details
Roadway Details - Pedestrian Crosswalk, Kerb and Bollard Details (Sheet 1 of 3)
Roadway Details - Type 2 - Cast Iron Bollard Details (Sheet 2 of 3)
Roadway Details - Type 3 - Brushed Stainless Steel, Satin Finish Bollard Details (Sheet 3 of 3)
Roadway Details - Pavement Sections (Sheet 1 of 3)
Roadway Details - Concrete Barrier Transitions
Roadway Details - Concrete Barrier Details
Roadway Details - Crash Cushions
Roadway Details - Crashworthy End Terminals
Roadway Details - Simplified Steel - Post mgs Stiffness Transition
Roadway Details - Typical Intersection Grading/Contour Plan
Roadway Details - Typical T-Intersection Grading/Contour Plan
Roadway Details - Typical Sector Grading Plan
Roadway Details - Median Fence Type - 1
Street Furniture Details - Bus Stop Details
C-49
C-46
C-47
C-48
C-43
C-44
C-45
C-50
C-40
C-41
C-42
C-30
C-31
C-38
C-39
C-17
C-18
C-15
C-16
C-9
C-10
C-11
C-22
C-3
C-4
C-5
C-6
Roadway Details - Median Fence Type - 2
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
LIST OF DRAWINGS OF PART 2
Sheet 2 of 2
NTS
P2-G-2
.
A1
STANDARD DRAWINGS
PART 2 - ROADS
LIST OF DRAWINGS OF PART 2 - ROADS

ABBREVIATIONS STANDARD CURVE DATA
=
=
=
+
HORIZONTAL CURVE
_
_
=
= =
=
=
=
PARABOLIC VERTICAL CURVE
--
ABBREVATIONS AND
STANDARD CURVE DATA
GM-0
0
1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
.
.
. NTS
.
A1
- - -
- - -

NUMBER OF CIRCULATORY
ROADWAY LANES BASED
UPON APPROACH
LANE CONFIGURATIONS
TRUCK APRON
(IF REQUIRED)
RAISED SPLITTER
ISLAND
TWO ENTRY LANES ON ONE
OR MORE APPROACHES
NON MOUNTABLE
CENTRAL ISLAND
LANDSCAPE BUFFER
R = 0.3m
R = 0.3m
OFFSET 1m DOWN
R = 0.6m min.
R = 0.3m
OFFSET 1m DOWN
R = 1m
OFFSET 1m OFFSET 0.5m
TO 0.3m
TO 0.3m
NUMBER OF CIRCULATORY
ROADWAY LANES BASED
UPON APPROACH
LANE CONFIGURATIONS
TRUCK APRON
(IF REQUIRED)
RAISED SPLITTER
ISLAND
TWO ENTRY LANES ON ONE
OR MORE APPROACHES
NON MOUNTABLE
CENTRAL ISLAND
LANDSCAPE BUFFER
10:1
10
:1
10:1
10
:1
10:1
10
:1
10
:1
10:1
IN
SC
R
IBED
C
IR
C
LE
*
*
*
**
**
*
*
**
FEATURES OF TYPICAL TWO-LANE ROUNDABOUT
TYPICAL MINIMUM SPLITTER ISLAND
NOSE RADII AND OFFSETS
STANDARD DRAWINGS
GEOMETRIC DETAILS
TYPICAL ROUNDABOUT
LAYOUT CHARACTERISTIC
GM-1
.
.
.
. NTS
.
A1
FEATURES OF TYPICAL TWO-LANE ROUNDABOUT WITH SLIP ROAD
1. ROUNDABOUT CRITERIA NEEDS TO MATCH AS PER STANDARDS.
2. FOR UPSTAND & DROP KERB STANDARDS PLEASE REFER TO
ROADWAY CURBDETAILS UNDER CHAPTER CIVIL WORKS.
NOTES:
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
*. THE TANGENT SECTION IS OPTIONAL, A SINGLE ENTRY/EXIT
CURVE CAN BE USED AS PER AUTHORITY REQUIREMENTS
(DPM,DOT).
**. SLIP ROAD MAY BE ON ONE OR MORE APPROACHES BASED
ON TRAFFIC STUDIES.
FOR RURAL ROADS ONLY

TYPICAL RIGHT TURN
DETAIL C
DETAIL A
DETAIL B
BOULEVARD / AVENUE TO STREET (SECTOR ROAD)
STREET TO STREET
ROADWAY DETAILS
GEOMETRIC DETAIL - INTERSECTIONS
GM-2
0
1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
.
.
. NTS
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- - -
- - -

TWO LANE ENTRANCE RAMP
TWO LANE EXIT RAMP
DETAIL B
DETAIL A
GM-4A
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
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- - -
0
1
RAMP TERMINALS
TWO LANE ENTRANCE AND EXIT RAMPS
WITH SHOULDERS

DETAIL F DETAIL G
DETAIL E
PARALLEL PARKING
DETAIL A
(DIAGONAL PARKING) DETAIL B
(DIAGONAL PARKING)
DETAIL C
PERPENDICULAR PARKING
DETAIL D
PERPENDICULAR PARKING
2 - WAY ROADWAY 1 - WAY ROADWAY 1 - WAY ROADWAY 1 - WAY ROADWAY 1 - WAY ROADWAY 1 - WAY ROADWAY 2 - WAY ROADWAY
ROADWAY DETAILS
PARKING DIMENSIONS &
ENTRY/EXIT DETAILS
GM-7
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
.
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- - -
- - -
0
1

DETAIL A
ROADWAY DETAILS - TYPICAL SECTOR
GEOMETRIC AND PARKING LAYOUT
GM-9
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
.
.
. NTS
.
A1
- - -
- - -
0
1

DETAIL A - BUS STOP WITH LAYBY
DETAIL C - TYPICAL KERBSIDE BUS STOP WITH ADJACENT PARKING
DETAIL B - BUS BULB STOP DETAIL D - TYPICAL KERBSIDE BUS STOP
DETAIL E - TAXI STOP WITH LAYBY
TAXI
STAND
TAXI
STAND
ROADWAY DETAILS
GEOMETRIC DETAIL - BUS / TAXI STOPS
GM-11
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
.
.
. NTS
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- - -
- - -
0
1

TYPICAL PAID PARKING AREA SIGN
LEGEND:
TYPICAL SECTOR WITH PAID PARKING,
KERBS, PAVEMENT
MARKINGS AND SIGNS LAYOUT
GM-14
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
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LEGEND:
TYPICAL SECTOR WITH NON-PAID PARKING,
KERBS, PAVEMENT MARKINGS
AND SIGNS LAYOUT
GM-15
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
.
.
. NTS
.
A1

PLAN - RAISED CROSSWALK (TABLE) DETAIL
A
A
SPEED HUMP DETAILS (TYPICAL)
UP TO 40 KPH (POSTED SPEED)
SPEED HUMP DETAILS (TYPICAL)
40-60 KPH (POSTED SPEED)
TACTILE PAVING SURFACE SECTION
SPEED HUMP DETAIL PLAN
SECTION A-A
SECTION A-A
PLAN OF TACTILE PAVING LAYOUT
AT GRADE SIDEWALK RAMP
ISOMETRIC VIEW
RAISED CROSSWALK DETAIL
ISOMETRIC VIEW
PLAN OF
ALTERNATIVE MODULE
RAISED PEDESTRIAN CROSSING, PEDESTRIAN
RAMP, SPEED HUMP DETAILS
AND TACTILE PAVING
GM-17
0
1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
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- - -

LAYOUT OF BLISTER SURFACE
PEDESTRIAN CROSSINGS
AND TACTILE PAVING
LAYOUT OF BLISTER SURFACE ON STANDARD REFUGE
INDENTED UNCONTROLLED
NOTE:
LAYOUT OF BLISTER SURFACE ON A
NOTE:
LOCATION OF BLISTER SURFACE ON A
LAYOUT OF BLISTER SURFACE ON
AT CONTROLLED CROSSING POINT
INSET CONTROLLED CROSSING
OVERLAPPING CONTROLLED CROSSING
CROSSING POINT AT A SIDE ROAD
TRIANGULAR PEDESTRIAN ISLAND
UNCONTROLLED CROSSING AWAY FROM JUNCTION
GREATER THAN 2m WIDE
STAGGERED PEDESTRIAN ISLAND
UNCONTROLLED CROSSING POINT AT
THE BACK EDGE OF THE TACTILE IS NOT PARALLEL TO THE KERB
LAYOUT OF BLISTER SURFACE AT CONTROLLED CROSSING WHERE
A SIDE ROAD
IN-LINE CONTROLLED CROSSING
GM-18
0
1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
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PLAN OF RAISED CROSS WALK PAVING PATTERN DETAIL
B
BLOCK PAVING OPTION
B
A
SECTION B-B
A
B
B
A
PLAN OF RAISED CROSS WALK PAVING PATTERN DETAIL
ASPHALT PAVING OPTION
SECTION A-A
PROPOSED ASPHALT SPEED TABLE
BLOCK PAVING OPTION
SECTION B-B
PROPOSED ASPHALT SPEED TABLE
A
SECTION A-A
BLOCK PAVING OPTION
RAISED PEDESTRIAN CROSSING, PEDESTRIAN
RAMP & SPEED HUMP DETAILS
GM-19
0
1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
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DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
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Design speed
(DS)
110km/h
DS 90 km/h
DS 70 km/h
DS50 km/h
DS30 km/h
Y DS
30km/h
40km/h
60km/h
80km/h
100km/h
120km/h
275m
245m
60m
70m
86m
100m
125m
145m
180m
205m
Design Speed Y Y/4
110 30 7.50
90 25 6.25
70 20 5.00
50 14 3.50
30 10 2.50
JUNCTION OR OTHER
TRANSVERSE HAZARD
Y/4
Y/4
Y/4
Y/4
Y
300mm
(TYP)
30m
40m
25m
35m
20m
25m
14m
16m
10m
60m
TRAFFIC DIRECTION
TRAFFIC DIRECTION
CARRIAGEWAY
SECTION X-X
100mm 75mm 50mm
TACK COAT
ROAD SURFACE
500mm
50mm
500mm
3700mm
SEGMENT OF CIRCLE BITUMINOUS WEARING
COURSE/BASECOURSE
SPEED HUMP (ASPHALT)
3700mm
3700mm
1850mm
924mm
541mm
75mm
50mm
924mm
541mm
1850mm
100mm
1. MANUFACTURED FROM TOUGH RECYCLED THERMOPLASTIC
RUMBLE STRIP FOR SPEED REDUCTION
ASPHALTED SPEED HUMP
GM-17
X
SCALE: NTS SCALE: NTS
MATERIAL.
2. BOLT DOWN HOLES FOR PERMANENT FIXING
3. EASY TO INSTALL USING 12MM BOLTS.
4. CHEQUERED PATTERN FOR EXTRA GRIP
5. 500MM SECTIONS IN ALTERNATIVE BLACK / YELLOW
6. INTEGRAL REFLECTOR IN WHITE OR RED TO ORDER.
7. END SECTIONS AVAILABLE.
8. CAN BE INSTALLED USING TEMPORARY ADHESIVE PADS.
9. ALL DIMENSION ARE IN MILLIMETERS UNLESS OTHERWISE
NOTED.
STANDARD DRAWINGS
GEOMETRIC DETAILS
TRAFFIC CALMING MEASURES
(FOR RURAL ROADS)
Sheet 1 of 2
GM-20
.
.
.
. NTS
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NOTES:
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

PARKING PROHIBITED
3.00
3.00
7.30
1.30
7.30
3.00
1.30
3.00
6.00
1.30
6.00
3.00
2.00
3.00
6.00
2.00
HARDSCAPE OR LANDSCAPE
RAISED CURB WITH
RAISED MEDIAN WITH
RAISED CURB WITH
FOOTPATH
FOOTPATH
FOOTPATH
FOOTPATH
MEDIAN
LANDSCAPE LANDSCAPE
LANDSCAPE
MEDIAN
FOOTPATH
FOOTPATH
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
DISTANCE (m)
TABLE-1 RAMP HEIGHT DEVELOPMENT (PARABOLIC PROFILE)
FINISHED HEIGHT (m)
0.000
0.000
0.125
0.010
0.250
0.019
0.375
0.027
0.500
0.035
0.625
0.042
0.750
0.049
0.875
0.055
1.000
0.060
1.125
0.065
1.250
0.069
1.375
0.072
1.500
0.075
1.625
0.077
1.750
0.079
1.875
0.0795
2.000
0.080
14.00
LANDSCAPE
LANDSCAPE
R75
R75
R2
5
20.00
R3
3.
50
R
26
.5
0
R3
3.
50
R
27
.8
0
R
2
7
.8
0
18.60
18.60
30.00
R
32
.5
0
0.15
0.42
1.30
1.30
TYPICAL CENTER ISLAND NARROWING
TYPICAL CHICANE
TYPICAL LATERAL SHIFT
2. FOR MORE DETAILS, PLEASE REFER TO ABU DHABI URBAN
1. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED.
STREET MANUAL.
SCALE: NTS
SCALE:
NTS
SCALE: NTS
STANDARD DRAWINGS
GEOMETRIC DETAILS
TRAFFIC CALMING MEASURES
(FOR RURAL ROADS)
Sheet 2 of 2
GM-21
.
.
.
. NTS
.
A1
3. TRAFFIC SIGNS & MARKING AS PER STANDARDS.
NOTES:
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

SECTION A-A
BIKE TRACK LAYOUT TYPE 1 - SINGLE LANE TRACK
BIKE TRACK LAYOUT TYPE 2 - TWO WAY LANE TRACK
A
A
GEOMETRIC & PAVEMENT DETAILS
FOR CYCLE TRACK
GM-22
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
.
.
. NTS
.
A1

KEY PRINCIPLES FOR SHARE AND MIXED TRAFFIC FACILITIES
·
·
·
·
·
KEY PRINCIPLES FOR SHARED LANES, MIXED TRAFFIC FACILITIES
AND SHARED CYCLE AND PEDESTRIAN PATHS
·
·
·
·
KEY PRINCIPLES FOR SHARE CYCLE AND PEDESTRIAN PATHS
CYCLE
LANE
SHARED
SURFACE
PEDESTRIAN
REALM
FRONTAGE THROUGH FURNISHINGS EDGE
PLOT
BOUNDARY CYCLE TRACK
EXAMPLES OF TYPICAL CARRIAGEWAY,
CYCLE AND PEDESTRIAN INTERFACE
CYCLE TRACK BEHIND BUS SHELTER
CYCLE TRACK
CYCLE
TRACK
SHARED
SPACE
PEDESTRIAN
REALM
SHARED
SPACE
SHARED
SPACE
CYCLE
TRACK
CYCLE
TRACK
RAISED
CROSSWALK
PEDESTRIAN
REALM
PEDESTRIAN
REALM
RAISED
CROSSWALK
TYPICAL PEDESTRIAN REALM ZONES
EXAMPLE NO. 1
EXAMPLE NO. 2
EXAMPLE NO. 3
PEDESTRIAN AND CYCLE TRACK
KEY DESIGN COMPONENTS AND APPLICATI0NS
GM-23
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
.
.
. NTS
.
A1

PEDESTRIAN ROUTE SYMBOL MARKING M9
C2
C3A C3B C2
TYPICAL LAYOUT
·
·
·
·
·
·
SIGN C1
SIGN C2
C3A
C3B
·
·
SIGN C3A & C3B
·
·
ON-CARRIAGEWAY SHARED LANE MARKING M2
CYCLE TRACK, LANE ROUTE SYMBOL MARKING M1
SIGN C12
SIGN C13
·
·
SIGN C14
·
·
SIGN C12A SIGN C12B SIGN C12C
PEDESTRIAN AND CYCLE TRACK
SIGNS AND MARKINGS
GM-24
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
.
.
. NTS
.
A1

H
H/30
301 - STOP 302 - GIVE WAY
H
H/2.5
H/2
303-PEDESTRIAN SP PLATE
H
H/6
H/1.5
304 - NO ENTRY
H/2.5
H/2
H
H/50
326 - PASS EITHER SIDE 327 - KEEP RIGHT 328 - KEEP LEFT 329 - ROUNDABOUT 330 - U-TURN
331.1-THRU or RIGHT ONLY 331.2-THRU or LEFT ONLY 331.3-LEFT or U-TURN ONLY
H/50
H/8
H/50
ALL WAY
301 - SP
H
H/40
H/20
H/6
H/20
H/4.8
H/20
H/40
H/10
600
07:00-09:00
500m
DROP-OFF
PICK-UP
ONLY
TAXI
STAND
800
600
300 450
900
450
900
800
600
346 - NO LEFT TURN 347 - NO RIGHT TURN 348 - NO U-TURN 349 - NO OVERTAKING
350 - NO INFLAMMABLE
GOODS
351 - NO GOODS VEHICLES 352 - NO PEDESTRIANS 353 - NO CYCLISTS 354 - NO HORNS
355 H - MAXIMUM HEIGHT
LIMIT
355 L - MAXIMUM LENGTH
LIMIT 357 - NO BUSES
358 - NO TAXIS 359 - NO MOTOR VEHICLES
356 - MAX ALLOWABLE
HEIGHT
364 - COMBINED
RESTRICTION 370 - NO STOPPING 371, 372, 373 - NO STOPPING ZONE
383 - 385 PAY & DISPLAY
PARKING
386 - 388 PARKING FOR
DISABLED PERSONS
391 DROP-OFF
PICK-UP ONLY 393 TAXI STOP 394 - BUS LANE 396 - BICYCLE LANE
398 - FREEWAY (START/ END)
399 - NEIGHBOURHOOD
(ENTRY/ EXIT)
365 - QUALIFICATION PLATE
PARKING FACILITY 500 - KM SIGN
590-FIRE HYDRANT
SUPPLEMENTARY PLATE GENERAL SERVICE SIGN
392 - LOADING
ZONE
ONE WAY
305
306
307
321 - AHEAD ONLY 322 - RIGHT ONLY
323 - LEFT ONLY
324 - TURN RIGHT AHEAD
ONLY
325 - TURN LEFT AHEAD
ONLY
331.4-LEFT or RIGHT TURN
ONLY
344-30 344-40
344-60 344-80
344-MAXIMUM SPEED LIMIT
345A-100
MAXIMUM SPEED LIMIT
(FOR AUTOS)
345A-120
MAXIMUM SPEED LIMIT
(FOR AUTOS)
345B
MAXIMUM SPEED LIMIT
(FOR GOODS VEHICLES)
344M - MINIMUM SPEED
LIMIT
345C
MAXIMUM SPEED LIMIT
(FOR BUSES)
344N - MAXIMUM NIGHT
SPEED LIMIT
07:00-09:00
450
371 372 373
374, 375, 376 - NO STOPPING ZONE -
TIME RESTRICTED
07:00-09:00 07:00-09:00
374 375 376
700
450
07:00-09:00 07:00-09:00
NO PARKING - TIME RESTRICTED
380 381 382
377 378 379
NO PARKING
398.1 398.2 399.1 399.2
515.5
591 365 - NO TRUCK
(SUPPLEMENTARY SIGN)
555 554 556
394.1 394.2 394.3 394.4
390-BUS STOP SIGN
300
600
383 384 385
600
500
386
387
388
*
H * REFER NOTE 16
*
H
* REFER NOTE 16
‫قرطلا‬ ‫قعيمج‬
STANDARD DRAWINGS
TRAFFIC
SIGN DETAILS ( 1 )
Sheet 1 of 5
TF-1
.
.
.
. NTS
.
A1
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS
OTHERWISE NOTED.
2. USE HIGH INTENSITY GRADE REFLECTIVE SHEETING FOR
ALL SIGN FACES.
3. BLACK COLOURED PARTS OF LEGENDS SHALL NOT BE
REFLECTORISED.
4. ALL GUIDE SIGN PANELS SHALL HAVE A WHITE LEGEND
AND BORDER ON A BLUE BACKGROUND.
5. ALL SIGNS SHALL BE LETTERED IN BOTH ARABIC AND
ENGLISH. WHERE SPACE DOES NOT PERMIT BOTH,
PROVIDE TWO SIGNS WITH ARABIC UPPERMOST ON
SUPPORT.
6. SIGNS MAY BE ATTACHED TO LIGHT POLES OR TRAFFIC
SIGNAL SUPPORTS WITH A MODIFIED BRACKET ASSEMBLY
APPROVED BY THE ENGINEER.
7. ALL SIGNS PLACED WITHIN ONE METER KERB AREAS
(EXCLUDING NOS 371 TO 399A) SHALL BE 600MM WIDE
(PROPORTIONALLY REDUCED FROM STANDARD SIZE
SHOWN).
8. SIZES SMALLER THAN THE LOWER LIMITS SHALL NOT BE
USED WITHOUT SPECIFIC AUTHORIZATION.
9. THE SIZES FOR REGULATORY SIGNS ARE NOT APPLICABLE
TO PARKING CONTROL SIGNS.
10. WHEN IT IS KNOWN THAT 85TH PERCENTILE SPEEDS ARE
SIGNIFICANTLY DIFFERENT FROM POSTED SPEED LIMITS,
SIGN SIZES SHOULD BE CHOSEN BASED ON 85TH
PERCENTILE SPEED.
11. REGULATORY SIGN SIZES REFER TO A CIRCLE DIAMETER.
FOR THE SIGN THE DIAMETER REPRESENTS AN INSCRIBED
12. WARNING SIGN SIZES REFER TO THE APEX TO APEX
MEASUREMENT OF THE SIDE OF THE SIDE OF THE
TRIANGULAR SIGN. GIVE WAY SIGNS SHOULD BE SIZED IN
THE SAME WAY AS WARNING SIGNS.
13. SIZES SHOWN ARE DESIRABLE MINIMUMS. LARGER SIGN
SIZES PARTICULARLY FOR WARNING SIGNS MAY BE USED
IN PARTICULARLY CRITICAL SITUATIONS.
14. SUPPLEMENTARY SIGN 589 IS TO BE USED AS
APPROPRIATE WITH REGULATORY OR WARNING TRAFFIC
SIGNS.
15. FOR A COMPLETE LIST OF SIGN DRAWINGS AND DETAILS
SUCH AS DIMENSION AND COLOR ETC REFER TO MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES.
16. THE HEIGHT OF SIGN 365 SHALL BE H/1.5 FOR GRAPHICAL
AND BILINGUAL INFORMATION AND H/3 FOR SINGLE LINE
INFORMATION SUCH AS DISTANCE
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
Design Speed
(km/hr)
Regulatory Sign
Size (H)
Warning Sign
Size (H)
Diagrammatic Sign
Size
40 or Less
60
80
100
120+
600
750
750-900
1200
1200
750
900
900-1200
1200-1500
1500
900 (W) X 1200 (H)
1200 (W) X 1600 (H)
1200 (W) X 1600 (H)
1800 (W) X 2400 (H)
2250 (W) X 3000 (H)

401 - CROSS ROAD AHEAD
H
H/12
402 - JUNCTION AHEAD 403 - SIDE ROAD RIGHT
AHEAD
404 - SIDE ROAD LEFT
AHEAD
405 - STAGGERED SIDE
ROAD AHEAD
406 - STAGGERED SIDE
ROAD AHEAD
407 - NO THROUGH ROAD
RIGHT
LEFT
AHEAD
410R - MERGING TRAFFIC
RIGHT
411R - MERGING TRAFFIC
LEFT 412 - RIGHT CURVE 413 - LEFT CURVE 414 - LEFT BEND AHEAD 415 - RIGHT BEND AHEAD 416 - TWO WAY TRAFFIC
417 - RIGHT HAND LANE
ENDS
418 - LEFT HAND LANE
ENDS 419 - U-TURN AHEAD 420 - ROUNDABOUT AHEAD
421-ROAD NARROWS
RIGHTSIDE
425 - MAXIMUM HEADROOM
422-ROAD NARROWS
LEFTSIDE
423-ROAD NARROWS BOTH
SIDES
424-DUAL CARRIAGEWAY
ENDS AHEAD
426 - CHILDREN
427 - PEDESTRIAN
CROSSING AHEAD
428 - STOP CONTROL
AHEAD
429 - GIVE-WAY CONTROL
AHEAD
250m
430 A - TRAFFIC SIGNAL
AHEAD
430 B - TRAFFIC SIGNAL AHEAD 431 - QUAYSIDE AHEAD
432 - DRAWBRIDGE AHEAD 433 - ANIMALS AHEAD 434 - LOW-FLYING
AIRCRAFT
435 - SPEED HUMP 436 - TUNNEL AHEAD 437 - FALLING ROCKS
AHEAD
438 - SLIPPERY SURFACE 439 - WADI CROSSING
450 - GENERAL WARNING
451, 452, 454 & 455 - HAZARD
PLATE & SINGLE CHEVRON
400(600)
1200 (1800)
100(150) 1200(1800)
1400(2100)
600(900)
400(600)
2400(3600)
400(600)
456A & 457A - MULTIPLE CHEVRON
465 & 466 - LANE DROP (FROM THE
RIGHT & LEFT)
485 - LANE USE CONTROL
(Truck Restriction)
480 - ADDITIONAL LANE
472 -BEGINNING OF MEDIAN 473 -END OF MEDIAN
486 - LANE USE CONTROL
(Directional Restriction)
High Vehicles
495 - High Vehicles 511 - ADVANCE HORIZONTAL STACK SIGN
512 - ADVANCE VERTICAL
STACK SIGN
513 - ADVANCE MAP SIGN 514 - ADVANCE
SUPPLEMENTAL SIGN
515 - CHEVRON DIRECTION
SIGN
551 - ADVANCE DIRECTION
SIGN
552 - EXIT DIRECTION SIGN 553 - ONGOING DIRECTION
SIGN 585 - DISTANCE SIGN
458 T-JUNCTION CHEVRON & 456,
457 MULTIPLE CHEVRON
451 452
455
454
457
456
458 465 466
STANDARD DRAWINGS
TRAFFIC
SIGN DETAILS ( 2 )
Sheet 2 of 5
TF-2
.
.
.
. NTS
.
A1
OTHERWISE NOTED.
2. USE HIGH INTENSITY GRADE REFLECTIVE SHEETING FOR
ALL SIGN FACES.
3. BLACK COLOURED PARTS OF LEGENDS SHALL NOT BE
REFLECTORISED.
4. ALL GUIDE SIGN PANELS SHALL HAVE A WHITE LEGEND
AND BORDER ON A BLUE BACKGROUND.
5. ALL SIGNS SHALL BE LETTERED IN BOTH ARABIC AND
ENGLISH. WHERE SPACE DOES NOT PERMIT BOTH,
PROVIDE TWO SIGNS WITH ARABIC UPPERMOST ON
SUPPORT.
6. SIGNS MAY BE ATTACHED TO LIGHT POLES OR TRAFFIC
SIGNAL SUPPORTS WITH A MODIFIED BRACKET ASSEMBLY
7. ALL SIGNS PLACED WITHIN ONE METER KERB AREAS
(EXCLUDING NOS 371 TO 399A) SHALL BE 600MM WIDE
(PROPORTIONALLY REDUCED FROM STANDARD SIZE
SHOWN).
8. SIZES SMALLER THAN THE LOWER LIMITS SHALL NOT BE
USED WITHOUT SPECIFIC AUTHORIZATION.
9. THE SIZES FOR REGULATORY SIGNS ARE NOT APPLICABLE
TO PARKING CONTROL SIGNS.
10. WHEN IT IS KNOWN THAT 85TH PERCENTILE SPEEDS ARE
SIGNIFICANTLY DIFFERENT FROM POSTED SPEED LIMITS,
SIGN SIZES SHOULD BE CHOSEN BASED ON 85TH
PERCENTILE SPEED.
11. REGULATORY SIGN SIZES REFER TO A CIRCLE DIAMETER.
FOR THE SIGN THE DIAMETER REPRESENTS AN INSCRIBED
12. WARNING SIGN SIZES REFER TO THE APEX TO APEX
MEASURMENT OF THE SIDE OF THE SIDE OF THE
TRIANGULAR SIGN. GIVE WAY SIGNS SHOULD BE SIZED IN
THE SAME WAY AS WARNING SIGNS.
13. SIZES SHOWN ARE DESIRABLE MINIMUMS. LARGER SIGN
SIZES PARTICULARLY FOR WARNING SIGNS MAY BE USED
IN PARTICULARLY CRITICAL SITUATIONS.
14. SUPPLEMENTARY SIGN 589 IS TO BE USED AS
APPROPRIATE WITH REGULATORY OR WARNING TRAFFIC
SIGNS.
15. FOR A COMPLETE LIST OF SIGN DRAWINGS AND DETAILS
SUCH AS DIMENSION AND COLOR ETC REFER TO MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES.
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
Design Speed
(km/hr)
Regulatory Sign
Size (H)
Warning Sign
Size (H)
Diagrammatic Sign
Size
40 or Less
60
80
100
120+
600
750
750-900
1200
1200
750
900
900-1200
1200-1500
1500
900 (W) X 1200 (H)
1200 (W) X 1600 (H)
1200 (W) X 1600 (H)
1800 (W) X 2400 (H)
2250 (W) X 3000 (H)

3.0x
4.0x
Route
Emblem
Arabic
Arabic
English
0.25x
0.5x
2.0x
1.0x
2.0x
2.0x
3.24x
0.5x
0.25x
0.25x
0.5x
3.0x
1.0x
Varies
0.5x
0.25x
English
Exit
lane
Centre
line
3.24x
4.0x
1000m
1.0x
0.5x
4.0x
Symbol
(Optional)
Route
Emblem
Route
Emblem
Arabic
Arabic
English
0.25x
0.5x
4.0x
1.0x
2.0x
2.0x
3.24x
0.5x
0.25x
0.25x
0.5x
4.0x
1.0x
3.0x
1.0x
Varies
0.5x
0.25x
English
3.24x
4.0x
4.0x
Route
Emblem
Arabic
Arabic
English
0.75x
0.5x
2.0x
2.0x
3.24x
0.5x
0.25x
0.25x
0.5x
3.0x
1.0x
Varies
0.5x
0.25x
English
3.24x
4.0x
4.0x
0.5x
4.0x
1.0x
0.75x
R=0.2x
4.0x
4.0x
4.0x
4.0x
R0.7x
R1.3
x
R
1
.8
x
R=0.2x
Exit
lane
Centre
line
Exit
lane
Centre
line
STANDARD DRAWINGS
TRAFFIC
SIGN DETAILS ( 4 )
Sheet 4 of 5
TF-4
.
.
.
. NTS
.
A1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

100
72.5 230
37.5
42.5 365 42.5
450
45
497
57
75
100
75
150
60
150
60
150
75
600
895 White
Yellow
Blue
White
White
White
Black
3.5" Ø - SCH. 40
GALVANIZED
PIPE TO BE
PAINTED WITH
GREY COLOR
BREAKAWAY
SUPPORT
FINISHED ROAD
LEVEL AT
SHOULDER
EDGE
R25
72.5 37.5 72.5 230
37.5
42.5 365 42.5
450
45
497
57
75
100
75
150
60
150
75
600
685
White
Yellow
Blue
White
White
White
Black
R25
72.5 37.5
1800
1800
72.5 230
37.5
42.5 365 42.5
450
45
497
57
75
100
75
150
75
600
475
White
Yellow
Blue
White
White
White
Black
R25
72.5 37.5
1800
Sign No. 500 - Kilometer Marker Sign
RUNNING
EDGE
OF
CARRIAGEWAY
EDGE
OF
SHOULDER
FINISHED ROAD
LEVEL
1
3000
EDGE
OF
CARRIAGEWAY
EDGE
OF
SHOULDER
FINISHED ROAD
LEVEL
1800
1000
1800
FINISHED PAVEMENT
SURFACE
1800
300
Typical Installations
6
1. ALL DIMENSIONS ARE IN MILLIMETRES.
2. THE ROUTE NUMBER ON THE EMBLEM SHALL BE
HORIZONTALLY CENTERED WITH UNIFORM SPACING.
3. FOUNDATION SHOWN ABOVE IS FOR ILLUSTRATIVE PURPOSES
ONLY. ACTUAL DIMENSIONS OF FOUNDATION IS SUBJECT TO
CONTRACTUAL REQUIREMENTS AND APPROVALS.
4. LATERAL CLEARANCE FOR THE SIDE SLOPE SCENARIO
WITHOUT GUARDRAIL PROTECTION IS 3.0M FROM THE RIGHT
5. LATERAL CLEARANCE FOR THE SCENARIO WITH GUARDRAIL
PROTECTION IS 1.0m FROM THE LEFT EDGE FACE OF
STANDARD DRAWINGS
TRAFFIC
SIGN DETAILS ( 5 )
Sheet 5 of 5
TF-5
.
.
.
. NTS
.
A1
EDGE OF SHOULDER.
GUARDRAIL.
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

SIGN PLATE
ALUMINUM
HARD RUBBER
WASHER
SIDE VIEW
SEE SIGN SUPPORT
POST
GROUND SURFACE
LEVEL
IN
CASE
OF
DOUBLE
SIGN
ALUMINUM FRAME
CONCRETE GRADE 20/20
40 cm.x 40 cm.x 100 cm.
ALUMINUM MEMBER
TO PIPE AS FOOT PLATE
MILD STEEL PLATE WELDED
30 cm. x 30 cm. x 1 cm.
2000
DIRECTION SIGN
DIRECTION SIGN
LOCAL ADVANCE
GROUND SURFACE
30
FOOTING 2
FOOTING 1
C POST
DIRECTION OF TRAFFIC
L
BASE PLATE OF
SIGN POST
150
GROUND SURFACE
STUB POST
13Ø x 65 LONG
BOLT WITH HEX.
HEAD
TORQUE 2.3 Kg.- m.
HEX. NUT AND 3
WASHERS EACH BOLT
TOP OF FOUNDATION
500 VAR. 500
VAR.
VAR.
VAR.
150
2100
100
HEIGHT
OF
SIGN
(VAR.)
L/8 6L/8 L/8
WIDTH OF SIGN (VAR.)
2100
ABOVE
PAVEMENT
LEVEL
IN
CASE
OF
SINGLE
SIGN
2000
ABOVE
PAVEMENT
120
200
100
400
100
900
100
°
100
WARNING AND REGULATORY SIGN
DETAIL - 3
ADVANCED LOCAL DIRECTION SIGN
SIGN SUPPORT
SIDE VIEW
(SINGLE AND DOUBLE SIGN POST)
POST SUPPORT
TYPICAL SIGN
ON ONE SUPPORT
DIRECTION SIGN
ON TWO SUPPORTS
DIRECTION SIGN
FOR TYPE 'A' PIPE POST
BREAKAWAY CONNECTION DETAIL
1
TF-6
DETAIL - 1
1
TF-6 SCALE NTS
B
TF-6
TF-6
A
SCALE: NTS
SCALE: NTS
SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS
SCALE: NTS
A - A B - B
A-B
TF-6 SCALE NTS
STAINLESS STEEL CLIPS
SECTION A-A
ALU. CHANNEL
STRENGTHENING
8mmØ BOLT
SIGN POST
88.9mm OD
SEE CLIPS DETAIL
S/STEEL CLIPS
SECTION B-B
WITH SIGN FASCIA
2.03/3.175 ALUMINUM
STAINLESS STEEL CLIP
2.03/3.175mm
ALUMINUM SHEET
GRIPPING TOOTH
EXTRUDED ALUMINIUM
STRENGTHENING CHANNEL
M8 BOLT WITH NUT
STAINLESS STEEL SIGN MOUNTING
BRACKET
NEOPRENE RUBBER GASKET
GRIPPING TOOTH
STAINLESS STEEL
MOUNTING BRACKET
M8 BOLT WITH NUT
ALUMINIUM RIVET
STRENGTHENING
ALU. CHANNELS
PVC END CAP
GRIPPING TOOTH
NEOPRENE RUBBER GASKET
TF-6
B
TF-6
A
0
1
STANDARD DRAWINGS
TRAFFIC
GROUND SIGN MOUNTING DETAILS ( 1 )
sheet 1 0f 8
TF-6
.
.
.
. NTS
.
A1
- - -
- - -
OTHERWISE NOTED.
2. EXACT SIGN DIMENSION TO BE APPROVED BY RELATED
CLIENT / AUTHORITIES DEPARTMENT.
3. SIGN POSTS WITH BREAKAWAY CONNECTIONS SHALL BE
PROVIDED ON ROADWAYS WITH SPEED LIMITS GREATER
THAN 60 KPH.
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

SIGN FOUNDATION DETAIL
SECTION A-A
A A
BRACKET LOCATION
ORIENTATION OF SIGN FACE
IN PARKED VEHICLE AREAS
IN MOVING VEHICLE AREAS
SIGN HEIGHT AND
LATERAL POSITION
SAME POST
B
B
ELEVATION
BACK TO BACK MOUNTING DETAIL
STREET NAME SIGN MOUNTED
MOUNTING DETAIL
RECTANGULAR POST
BACK TO BACK MOUNTING STRAP
RECTANGULAR MOUNTING STRAP
DETAIL A
TOP CAP
CIRCULAR MOUNTING STRAP
CIRCULAR POST
MOUNTING DETAIL
BACK TO BACK ON
SECTION B-B
BREAKAWAY CONNECTION DETAILS
ON LIGHT POLE
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED.
2. WARNING SIGNS MAY BE ATTACHED TO LIGHT POLE OR TRAFFIC
SIGNAL SUPPORT WITH A MODIFIED BRACKET ASSEMBLY
3. FOUNDATION POST HOLES SHALL BE BACKFILLED WITH K250
CONCRETE ONLY.
4. ALL SIGN DETAILS REPRESENT TYPICAL CONDITIONS. OTHER
DETAILS MAY BE REQUIRED OR APPROVED BY THE ENGINEER FOR
VARIOUS SITE CONDITIONS.
5. FOR SPECIFIC DETAILS AND REQUIREMENTS REFER TO ADM
ROADWAY DESIGN MANUAL AND ADM TRAFFIC CONTROL DEVICES
MANUAL.
6. IN PEDESTRIAN AREAS WHERE CYCLISTS ARE TO BE
ACCOMMODATED, THE SIGN HEIGHT SHALL BE 2500.
7. SIGN POSTS WITH BREAKAWAY CONNECTIONS SHALL BE
PROVIDED ON ROADWAYS WITH SPEED LIMITS GREATER THAN 60
KPH.
8. ASSEMBLE POST TO STUB WITH BOLTS AND ONE FLAT WASHER ON
EACH BOLT BETWEEN PLATES.
9. SHIM AS REQUIRED TO PLUMB POST.
10. TIGHTEN BOLTS IN A SYSTEMATIC ORDER TO TORQUE LOAD. DO
NOT OVERTIGHTEN.
11. LOOSEN EACH BOLT AND RETIGHTEN TO PRESCRIBED TORQUE IN
THE SAME ORDER AS INITIAL TIGHTENING.
12. AFTER INSPECTION OF BOLT TORQUE, BURR THREADS AT
JUNCTION WITH CENTRE PUNCH TO PREVENT NUT LOOSENING.
STANDARD DRAWINGS
TRAFFIC
sheet 2 0f 8
TF-7
.
.
.
. NTS
.
A1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

CIDH FOUNDATION ALTERNATIVE
(PREFERRED)
MULTI-POST
SPREAD FOOTING FOUNDATION ALTERNATIVE
(OPTIONAL IF APPROVED)
SINGLE POST
DETAIL A
BASE PLATE DETAILS
(SEE NOTE 3)
EXAMPLE OF SIGN SCHEDULE SHEET TO BE SUBMITED
FOR APPROVAL AT DESIGN STAGE
SIGN SCHEDULE
EXAMPLE OF BASEPLATE AND BOLT DATA SCHEDULE SHEET
TO BE SUBMITTED FOR APPROVAL AT DESIGN STAGE
BASE PLATE AND BOLT DATA
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOED.
2. SIGN STRUCTURES TO BE DESIGNED ACCORDING TO AASHTO
STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR
HIGHWAY SIGNS, LUMINARIES AND TRAFFIC SIGNALS, LATEST
EDITION.
3. SIGN STRUCTURES TO BE DESIGNED TO RESIST WIND SPEED OF
160 KPH, WITH GUST FACTOR OF 1.14.
4. SIGN STRUCTURE CONSTRUCTION SHALL BE IN ACCORDANCE
WITH STANDARD SPECIFICATIONS.
CONCRETE : MINIMUM STRENGTH 35 MPA
STEEL PLATE : GRADE A36
ANCHOR BOLTS : ASTM F1554 RODS.
(BASE PLATES)
5. H = 2200MM MIN. (UNKERBED)
H = 2200MM MIN. FROM TOP OF KERB (KERBED)
6. SIGN OFFSETS TO BE CONFIRMED BASED ON SITE CONDITIONS.
7. FOR SPECIFIC DETAILS AND REQUIREMENTS REFER TO ROAD
GEOMETRIC DESIGN MANUAL AND MUTCD.
8. FOR ROADWAYS WITH SPEED LIMITS GREATER THAN 80 KPH, SIGN
POSTS SHALL BE PROVIDED WITH BREAKAWAY CONNECTIONS.
HOWEVER, IF THE SIGN POSTS ARE LOCATED WITHIN 9.0 METERS
OF THE FACE OF KERB OR EDGE OF SHOULDER, BARRIER
PROTECTION SHALL BE INSTALLED IN LIEU OF BREAKAWAYS, ALL
AS REVIEWED AND APPROVED BY THE RELEVANT ROAD
AUTHORITY AND IN ACCORDANCE WITH ROADSIDE DESIGN
MANUAL.
9. IN PEDESTRIAN AREAS WHERE CYCLISTS ARE TO BE
ACCOMMODATED, THE SIGN HEIGHT SHALL BE 2500.
0
1
STANDARD DRAWINGS
TRAFFIC
sheet 3 0f 8
TF-8
.
.
.
. NTS
.
A1
- - -
- - -
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

SPREAD FOOTING FOUNDATION
(SEE NOTE 2)
SECTION A-A
(SEE NOTE 2)
DETAIL A
(SEE NOTE 2)
SECTION B-B
(SEE NOTE 2)
ANCHOR BOLT DETAIL
(SEE NOTE 2)
CIDH FOUNDATION
(SEE NOTE 2)
SECTION C - C
(SEE NOTE 2)
EXAMPLE OF SPREAD FOOTING FOUNDATION SCHEDULE SHEET
SPREAD FOOTING FOUNDATION DATA
FOUNDATION CIDH DATA
B B
A
C C
A
EXAMPLE OF FOUNDATION CIDH SCHEDULE SHEET
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.
2. FOUNDATIONS TO BE DESIGNED TO RESIST WIND SPEED OF
160KPH, WITH GUST FACTOR OF 1.14.
3. ALL POSTS LOCATED LESS THAN 9M FROM THE EDGE OF
CARRIAGEWAY SHALL BE BARRIER PROTECTED WHEN POSTED
SPEED EXCEEDS 60 KPH.
4. BOLT TEMPLATE SHALL BE PROVIDED DURING INSTALLATION OF
ANCHOR BOLTS.
5. ALL BURIED PORTIONS OF THE FOOTING SHALL BE COATED WITH
RUBBERIZED BITUMEN EMULSION UP TO A LEVEL 50MM BELOW
FINISHED GROUND.
6. FOR ROADWAYS WITH SPEED LIMITS GREATER THAN 80 KPH, SIGN
POSTS SHALL BE PROVIDED WITH BREAKAWAY CONNECTIONS.
HOWEVER, IF THE SIGN POSTS ARE LOCATED WITHIN 9.0 METERS
OF THE FACE OF KERB OR EDGE OF SHOULDER, BARRIER
PROTECTION SHALL BE INSTALLED IN LIEU OF BREAKAWAYS, ALL
AS REVIEWED AND APPROVED BY THE RELEVANT ROAD
AUTHORITY AND IN ACCORDANCE WITH ROADSIDE DESIGN
MANUAL.
0
1
STANDARD DRAWINGS
TRAFFIC
sheet 4 0f 8
TF-9
.
.
.
. NTS
.
A1
- - -
- - -
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

8-25 Ø
POST CLIP
LOCK NUT WITH
WASHER
STEEL POST
STEEL POST
POST CLIP
ARRANGEMENT OF POST
CLIPS (ALL POSTS) FOR
SIGNS UP TO AND
INCLUDING 7300mm LONG
(305mm MAX BOLT SPACING)
ARRANGEMENT OF POST CLIPS
(ALL POSTS) FOR SIGNS OVER
7300mm (305mm MAX BOLT
SPACING)
ALUMINUM CHANNEL
STEEL POST
POST CLIP
2100
SIGN PANEL
10 Ø STIRRUPS
@ 200 (TYP)
20X20X5
KEY (TYP)
600
600
PEDESTALS FOR 3 POST SIGN
SAME AS FOR 2 POST SIGN
B
L
600
600
600
600
80CL
(TYP)
280 (TYP)
W
EXTEND SIGN POSTS
ABOVE TOP OF SIGN
PANEL AS DIRECTED
BY THE ENGINEER
80CL
(TYP)
POST
FUSE PLATE
HS BOLT BEARING
TYPE WITH HEX
HEAD & SELF
LOCKING HEX NUTS
FLAT WASHER
4.8 MAX
WIDTH OF CUT
1.6 Ø DRILL
BEFORE
MAKING CUT
FLANGE &
FILLET DEPTH
+1.6 NO CUT
STUB POST
POST
TYPE
STUB
LENGTH
STUB
PROJECTION
A
B
C
850
1000
1000
76.2
63.5
63.5
PANEL
NO
SIGN PANEL SIZE
WIDTH
W, cm
DEPTH
H, cm
POST TYPE/
NO OF POSTS
FOOTING SIZE
LENGTH
L, cm
WIDTH
B, cm
DEPTH
D, cm
SIGN POST
(SEE TABLE)
SEE STIFFENER
PLATE DETAIL
T1 (TYP)
REMOVE ALL
GALVANIZING RUNS
OR BEADS IN
WASHER AREA
HS BOLT WITH HEX
HEAD, HEX NUT & 3
WASHERS WITH EACH
BOLT
STUB PROJECTION
STUB POST
50x50x6.4
FLANGE WIDTH
OF POST
(SEE TABLE)
TOP OF FOUNDATION
LENGTH=
6.4
W
G
WELD DEPTH EQUALS
POST FLANGE
THICKNESS MINUS 0.16
180
SIGN POST
W6 X 150
SEE BREAK-AWAY
CONNECTION DETAIL
STUB POST
W6 X 150
GROUT
80X20 BARS
(ONE EACH
HEX NUT, LEVELING NUT
& WASHERS (TYP)
19.1 Ø A235
ANCHOR BOLTS (TYP)
12 Ø REINF BARS
(ONE EACH SIDE)
HEX NUT AND
WASHER (TYP)
20 Ø HOLES FOR
ANCHOR
BOLT (TYP)
30
230
152.4 73.8
TOP OF
BRIDGE MEDIAN
TOP OF
BRIDGE SLAB
EDGE
OF
PAVEMENT
TRAFFIC
SIGN PANEL
CONCRETE FOOTING
STEEL POST
B
(AS PER TABLE 4-10 IN MUTCD
16 @ 300
EACH WAY
10 Ø STIRRUPS
@ 200 (TYP)
300
3
25
40
130
MIN
(TYP)
(TYP)
POST CLIP BOLT
ALUM CHANNEL
PANEL BOLT
ASSEMBLY
1000 0.6W (TWO POSTS)
0.35W 0.35W
C/L CENTRE POST OF 3 POST SIGN
1000
100CL
300 (TYP)
PAVEMENT
LEVEL
88.9
EDGE
OF
PAVEMENT
6:1
H
(DEPTH)
7
MIN.
9
3
°
SIGN POST
(SEE TABLE)
EDGE OF
D
310
+
-
L
ASSEMBLY
85 85
SIDE)
200
35
35
73.8
35
250
+
-
+
-
EXTRUDED SIGN PANEL CONNECTION
POST CLIP ARRANGEMENT
BREAK-AWAY CONNECTION DETAIL
POST TYPE "A" CONNECTION
AT BRIDGE MEDIAN
PLAN **
ELEVATION
SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
C
TF-7
TF-7
B
TF-7
A
SECTION A-A
A
TF-7 SCALE NTS
1
TF-7
1
TF-7
DETAIL - 1
1
TF-7 SCALE NTS
0
1
STANDARD DRAWINGS
TRAFFIC
TRAFFIC SIGN MOUNTING DETAILS ( 5 )
Sheet 5 of 8
TF-10
.
.
.
. NTS
.
A1
- - -
- - -
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.
2. ALL FOOTING SHALL BE PLACED ON AT LEAST 1.0M OF SUITABLE GRANULAR
MATERIAL COMPACTED IN LAYERS TO AT LEAST 95 PERCENT OF ITS PROCTOR
MAX. DENSITY (SEE SPECIFICATIONS)
3. FOR ROADWAYS WITH SPEED LIMITS GREATER THAN 80KPH, SIGN POSTS SHALL
BE PROVIDED WITH BREAK AWAY CONNECTIONS. HOWEVER, IF THE SIGN POSTS
ARE LOCATED WITH IN 9.0 METERS OF THE FACE OF KERB OR EDGE OF
SHOULDER, BARRIER PROTECTION SHALL BE INSTALLED IN LIEU OF BREAK
AWAYS, ALL AS REVISED AND APPROVED BY THE RELEVANT ROAD AUTHORITY
AND IN ACCORDANCE WITH ROADSIDE DESIGN MANUAL..
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

W=6.0m MAX.
0.2 W 0.6 W 0.15 W
1500 (KERBED)
3600 (UNKERBED)
2200
MINI.
(SEE
NOTE
9)
Z
CG OF SIGN AREA
TOP OF LOWEST
FOUNDATION
TYPICAL DOUBLE POST
SCALE 1 : 100
A
-
2500
MAX.
FOOTING REFER
SCHEDULE
W=1.5m MAX.
1500 (KERBED)
3600 (UNKERBED) H
TYPICAL SINGLE POST
SCALE 1 : 100
Z
CG OF SIGN AREA
TOP OF LOWEST
FOUNDATION
(SEE NOTE 9)
FOOTING REFER
SCHEDULE
1
1
1
1
T
GROUT
6
POST
BASE PLATE
DRAIN HOLE 4x10
TOP OF FOUNDATION TO BE
AT OR ABOVE FINISHED
GROUND LEVEL
50
DETAIL
A
- SCALE 1 : 20
ANCHOR BOLTS
B
A
BOLTS HOLES TO BE BOLT
DIAMETER PLUS 6mm (TYP)
D
C
D
BASE PLATE DETAILS
SCALE 1 : 20
GROUT
SIGN POST
ANCHOR BOLTS (TYP)
BREAKWAY CONNECTION DETAIL
SCALE 1 : 10
T
T
250
STUB POST TO
MATCH POST SIZE
BREAK AWAY CONNECTION
PLATES TO MATCH DIMENSIONS
AND THICKNESS OF BASE PLATE
BOLTS TO MATCH SIZE AND
GRADE OF ANCHOR BOLTS
6
1 1
1
SIGN POST
FOOTING
DEPTH
75mm
COVER
T8-200 @ 200 C/C
FOOTING DIAMETER
' D '
BAR A
B
-
1
TYPICAL POST FOOTING
SCALE 1:20
SECTION
B
- 20
SCALE 1 :
FOOTING DIAMETER
' D '
TIES, REFER SCHEDULE
BAR A, REFER SCHEDULE
75 mm
COVER
ANCHOR BOLTS WITH
2 HEAVY HEX NUTS AND
3 WASHERS PER BOLT.
100
L
L
+
100
TACK WELD
WASHER
HEAD
TOP OF FOUNDATION
ANCHOR BOLT DETAIL
SCALE 1:5
NOTES:
1. SIGN STRUCTURES TO BE DESIGNED ACCORDING TO AASHTO STANDARD
SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND
TRAFFIC SIGNALS, 6th EDITION.
2. SIGN STRUCTURES ARE DESIGNED TO RESIST WIDE SPEED OF 160 KPH, WITH GUST
FACTOR OF 1.14.
3. SIGN STRUCTURE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADM STANDARD
SPECIFICATION.
● CONCRETE GRADE : C40.
● HOLLOW SECTION : ASTM A53
● STEEL PLATE : ASTM A36
● ANCHOR BOLTS : ASTM F1554 RODS.
5. H = 2200mm min. ( UN KERBED )
H = 2200mm min. FROM TOP OF KERB ( KERBED )
H = 2500mm max.
6. SIGN OFFSETS TO BE CONFIRMED BASED ON SITE CONDITIONS.
7. FOR SPECIFIC DETAILS AND REQUIREMENTS REFER TO ROADSIDE DESIGN MANUAL
AND THE MUTCD.
8. FOR ROADWAYS WITH SPEED LIMITS GREATER THAN 80 KPH, SIGN POSTS SHALL BE
PROVIDED WITH BREAKAWAY CONNECTIONS. HOWEVER, IF THE SIGN POSTS ARE
LOCATED WITH 9.0 METERS OF THE FACE OF KERB OR EDGE OF SHOULDER, BARRIER
PROTECTION SHALL BE INSTALLED IN LIEV OF BREAKAWAYS, ALL AS REVIEWED AND
APPROVED BY THE RELEVANT ROAD AUTHORITY AND IN ACCORDANCE WITH ROADSIDE
DESIGN MANUAL.
9. IN PEDESTRIAN AREAS WHERE CYCLISTS ARE TO BE ACCOMMODATED, THE SIGN
HEIGHT SHALL BE 2500.
10. REFER GEOTECHNICAL INVESTIGATION AND DESIGN MANUAL FOR REQUIRED SITE SOIL
CONDITION.
11. CONTRACTOR TO DESIGN SECONDARY STEEL AND FIXING DETAILS AND SUBMIT TO
ENGINEER APPROVAL.
POST DESIGNATION
BASE PLATE + ANCHOR BOLT DESIGNATION
SIGN POST DESIGNATION
0 1000 4000 5000mm
3000
2000
SCALE 1:100 AT ORIGINAL SIZE
0 100 400 500mm
300
200
SCALE 1:10 AT ORIGINAL SIZE
FOOTING DESIGNATION
1. ALL DIMENSIONS ARE IN MILLIMETERS U.N.O.
2. ALL LEVELS ARE IN METERS.
3. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS
AND LEVELS PRIOR TO COMMENCING WORKS.
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
0
1
STANDARD DRAWINGS
TRAFFIC
TRAFFIC SIGN MOUNTING DETAILS ( 6 )
Sheet 6 of 8
TF-11
.
.
.
. NTS
.
A1
- - -
- - -

SHIM PLATE
DETAIL
STIFFENER
PLATE DETAIL
SIDE-TRIM
DETAIL
PANEL BOLT ASSEMBLY
FUSE PLATE
DETAIL
POST CLIP DETAIL
POST CLIP BOLT ASSEMBLY
NUT DETAIL WASHER DETAIL
POST CLIP BOLT DETAIL
SECTION B-B SECTION C-C
NOTES:
ALUMINIUM CHANNELS
STANDARD DRAWINGS
TRAFFIC
GROUND MOUNTED SIGN STRUCTURES
GUIDE SIGN MOUNTING DETAILS ( 7 )
Sheet 7 of 8
TF-12
.
.
.
. NT
.
A1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

8
187.5 425 1000 425 125 500 187.5
2850
500
500
500
62.5
600
R
2
5
0
125
1850
125
500
125
62.5
62.5
25
350
125
62.5
125
500
125
500
125
62.5
1500
130 288 264 1486 264 288 130
45°
12
Background - White
Symbol - Red
Background - Blue
Legend - White
Light blue background is not part of the sign panel.
For illustration purpose only
2162.5
1600
GL
2300
500
500
500
62.5
600
R
2
5
0
62.5
25
62.5
125
500
125
500
125
62.5
1500
130 288
45°
12
Background - White
Symbol - Red
Background - Blue
Legend - White
2162.5
1600
GL
187.5
2000
500
500
500
62.5
600
R
2
5
0
62.5
62.5
125
500
125
500
125
62.5
1500
130 288
45°
12
Background - White
Symbol - Red
Background - Blue
Legend - White
2162.5
1600
GL
187.5
2000
500
500
500
62.5
600
R
2
5
0
125
62.5
25
375
125
62.5
125
500
125
500
125
62.5
1500
130 288 264 636 264 288 130
45°
12
Background - White
Symbol - Red
Background - Blue
Legend - White
2162.5
1600
GL
187.5 150 1000 150
125
500 187.5
125 1300 125 500 125 62.5
264 936 264 288 130
350
125
1000
125
500 187.5
125
75
850
75
125 500 125 62.5
264 636 264 288 130
25
350
125
1000
125
500 187.5
290 420 290 125 500 125 62.5
187.5
1375
500
500
500
62.5
600
R
2
5
0
375
62.5
25
375
125
62.5
125
500
125
500
125
62.5
1500
12
Background - White
Symbol - Red
Background - Blue
Legend - White
2162.5
1600
GL
1000 187.5
500 375 62.5
24
288 264 223 264 288
24
1000
400
16
192 176 232 176 192
16
45°
Backckground - White
Symbol - Red
45°
R24
400
400
16 45°
8
16
R
3
6
12
24
24
45°
600
600
SIGN
PANEL
500X200X50 KEY
12-28Ø
16Ø @ 300 EACH WAY
EDGE OF PAVEMENT
CONNECTION DETAIL
SEE BREAK- AWAY
ON DWG TF-5
W6X15 SEE POST
SIGN POST
DATA ON DWG TF-5
C/L
FTG.
&
PEDESTAL
500X20X50
10 Ø STIRRUPS
W=1500
88.9
1680
2400+
1000
600
100CL
(TYP)
80CL
(TYP)
10Ø
STIRRUPS
@200
200+
-
300 TYP
1000 0.6w-900 1000
2900
700 1500 700
750
750
500
2900
500 500
1500
300
300
600
12-28 Ø
LEVEL
-
(TYP)
RED
PAINT CURB
STONE RED
NUMBER ON EACH SIGN WILL BE
UNIQUE AND WILL BE DETERMINED
BY THE ENGINEER IN COORDINATION
WITH THE CIVIL DEFENCE DEPARTMENT
200
2000
440
900
1200
(FIRE LANE)
STANDARD
CURB PAINTING
STANDARD
CURB PAINTING
1600
600
Notes
Exit Panel X- height : 250
Exit No and Chevron Sign are two separate sign panels mounted on same support
Ground clearance is 1600mm for the lower most edge of the sign
4. EXIT SIGN ARROW IS A DIAGONAL ARROW SLANTED AT 30° TO
HORIZONTAL. FOR DIMENSION SEE DETAIL FOR DIAGONAL
ARROW, 30CM ARABIC LETTERING HEIGHT.
2. NO PARKING SIGNS AT FIRE HYDRANT LOCATIONS TO BE
INSTALLED AT ALL FIRE HYDRANT LOCATIONS AS DIRECTED
BY THE ENGINEER.
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE
NOTED.
5. ALL CURBS SHALL BE PAINTED BLACK AND WHITE EXCEPT AS
SHOWN WITH DOUBLE LINE AND / OR NOTE.
6. SOLID WHITE LINE LENGTHS AND SPACINGS ARE NOMINAL
DIMENSIONS.
7. SEE DWG. TF-19 FOR PAVEMENT MARKING DETAILS
8. SEE DWG. TF-1 , TF-2 AND TF-3 FOR SIGN DETAILS
3. THIS SIGN IS TO BE MOUNTED IN A VERTICAL POSITION
SUCH THAT IT WILL BE VISIBLE FROM THE LEFT TURN LANE.
THE MOUNTING METHOD SHALL BE APPROVED BY THE
ENGINEER.
*
DIRECTLY TO THE FLAT SIDE OF THE SIGNAL FOUNDATION
THE HORIZONTAL. FOR DIMENSION SEE AT 30° TO THE
STANDARD DRAWINGS
TRAFFIC
GROUND MOUNTING EXIT SIGN ( 8 )
sheet 8 of 8
TF-13
.
.
.
. NTS
.
A1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

SEE TABLE
SEE NOTE 1
WALKWAY
WALKWAY BRACKET SPACING 1600 MAX
SPAN
MAXIMUM SIGN PANEL LENGTH
L=SIGN PANEL LENGTH 1500mm
MAX
NOTE 'A'
VERTICAL SUPPORTS LESS
THAN 10.0m FROM
EDGE OF TRAVELED WAY
TO BE BARRIER PROTECTED
HAND HOLE (TYP)
FOR DETAIL SEE
DWG NO. TF-13
C.I.D.H. FNDTN (SEE NOTE 13)
FOR DETAIL SEE DWG NO. TF-14
(TYPICAL)
C/L POST &
C/L C.I.D.H F.N.D.T.N
500mm MAX
200mm MIN
R
***
OF
STRUCTURE
TYP.
SEE
NOTE
17
TOP OF BASE PL
"D"
D/2
D/2
C/L MAST ARM
WALKWAY BRACKET
5.00
1.0m
CLEARANCE
TO
BOTTOM
OF
STRUCTURE
TYP.
0.10
0.70
CLEARANCE
TO
BOTTOM
OF
STRUCTURE
TYP.
SHOULDER 1.0m
ROADWAY
CLAMP ATTACHMENT
TO TANGENT SECTION
COLLAPSIBLE
SAFETY RAILING
SIGN PANEL
COLLAPSIBLE
SAFETY RAILING
WELDED PLATE
ATTACHMENT TO
ELBOW SECTION
FIELD SPLICE
SIGN PANEL H
BRACKETS
PANEL
DEPTH
WALKWAY BRACKET
PANEL
NO LOCATION TYPE SPAN HEIGHT
POST
DIAMETER
RADIUS
R
MAST
ARM
WALKWAY
LENGTH
NO
BRACKETS
TYPE TOP OF CONCRETE
FOUNDATION
H
SPLIT
WIDTH TYPE
SIGN
LxD= (m )
SEE
NOTE16 ELEVATION
LEFT RIGHT
APPROX. WT.
TUBULAR FRAME
& WALKWAY STEEL
* 2
EXTRA
STRENGTH PIPE
PIPE WALL THICKNESS
STANDARD
OVERHEAD SIGN SUPPORT SCHEDULE
CLEARANCE
TO
BOTTOM
***
***
VERTICAL SINGLE POST-TYPE IA
SCALE: NTS
A
TF-10
B
TF-10
VERTICAL SINGLE POST-TYPE IA-M1 **
VERTICAL SINGLE POST-TYPE IA-M2 **
(SAMPLE OF OVERHEAD SIGN SUPPORT SCHEDULE)
SCALE: NTS
SECTION A-A
A
TF-10 SCALE NTS
SECTION B-B
B
TF-10 SCALE NTS
ALL POSTS BETWEEN BASE PLATE AND FIELD SPLICE ARE
PIPE PER ASTM A53.
1.
IN THEIR FINAL POSITION, THE CONTRACTOR SHALL
DEMONSTRATE TO THE ENGINEER BY PREASSEMBLY OR
OF THE FRAMES IN THE NO LOAD CONDITION MATCH WITHIN
+
-
10mm THE FIELD MEASURED SPAN LENGTHS.
IF THE SIGN FRAMES ARE ERECTED AS ONE UNIT, THEY SHALL
3.
BE ADEQUATELY SUSPENDED TO AVOID DISTORTION OR
DURING SINGLE POST SIGN ERECTION,THE NUT SUPPORTING
4.
TO BRING THE POST TO A TRUE VERTICAL PLANE AND SIGN
PANEL LEVEL.
AT FINAL POSITION OF POST, ALL TOP AND BOTTOM ANCHOR
5.
WHEN SEVERAL SIGN PANELS ARE TO BE INSTALLED WITH
6.
PANEL LENGTH IS THE SUM OF THE INDIVIDUAL SIGN PANEL
LENGTH ONLY.
WALKWAY SHALL EXTEND THE FULL LENGTH OF SIGNS, BE
9.
THE ENTIRE WALKWAY AND SHALL BE CONTINUOUS FOR NOT
MORE THAN 3200 mm IN ONE UNIT. FOR DETAILS.
FOR TUBULAR FRAME DETAILS, SEE DRAWING NO. TF-16 AND
10.
FOR BASE PLATE DETAILS, SEE DRAWING NO. TF-18.
11.
PRIOR TO FABRICATION OF TUBULAR FRAMES, ALL DIMENSIONS
12.
C.I.D.H DENOTES CAST-IN DRILLED HOLE AND F.N.D.T.N
13.
THE CONTRACTOR SHALL OBTAIN AND SUBMIT, SOIL BORINGS
14.
THE MAXIMUM SIGN PANEL OVERLAP ONTO ELBOW SHALL NOT
15.
EXCEED 1500 mm FROM THE FIELD SPLICE.
MAXIMUM DEPTH OF SIGN PANEL D=4300mm
16.
VERTICAL CLEARANCE MEASURED FROM HIGH POINT OF
17.
ROADWAY CROWN TO UNDERSIDE OF SIGN OR FROM THE
ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED.
18.
FOR ELECTRICAL WIRING, PLEASE REFER TO DWG. NO. TF-24
19.
EXTRA STRONG PIPE, ALL MAST ARMS MUST BE STANDARD
BEFORE ANY PORTION OF THE SIGN FRAMES ARE ASSEMBLED
2.
OTHER. APPROVED METHODS THAT THE SPAN LENGTHS
-
CHANGES IN SPAN LENGTH.
TUBULAR BASE PLATE SHALL BE ADJUSTED AS NECESSARY
BOLT NUTS SHALL BE WRENCH TIGHTENED AGAINST BASE
PLATE.
LENGTH IS THE SUM BETWEEN THE PANELS, THE TOTAL SIGN
SPACES BETWEEN THE PANELS, THE TOTAL SIGN PANEL
CONTINUOUS BETWEEN SIGNS AND EXTEND TO THE EDGE OF
ROADWAY IF REQUIRED. THE SAFETY RAILING SHALL PROTECT
SEE DRAWING NO. TF-16 AND TF-17
TF-17.
OF STRUCTURAL FRAMES, AND PLACEMENT OF FOUNDATIONS ,
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
DENOTES FOUNDATION.
FOR EACH OVERHEAD SIGN LOCATION, AS REQUIRED BY THE
SPECIFICATIONS.
LOWEST POINT OF SIGN TO PAVEMENT HIGHEST LEVEL.
NOTED.
ALL WELDING SHALL BE CONTINUOUS UNLESS OTHERWISE
7.
WALKWAY BRACKET MAXIMUM SPACING SHALL BE 1600mm AND
8.
MINIMUM CLEAR DISTANCE FROM FIELD SPLICE SHALL BE
300 mm, SEE DETAILS ON DRAWING NO. TF-16
GENERAL NOTES
DESIGN SPECIFICATIONS
AASTHO "STANDARD SPECIFICATIONS FOR STRUCTURAL
SUPPORTS FOR HIGHWAY SIGNS LUMINAIRES AND TRAFFIC
SIGNALS" 2013 INTERIM SUPPLEMENT
CONSTRUCTION SPECIFICATIONS
SECTION IX-2 TRAFFIC SIGNS OF THE SPECIFICATIONS.
WIND LOADING
WIND VELOCITY, 160 KILOMETERS PER HOUR WITH GUST
FOUNDATION DESIGN
DRILLED PIERS ARE DESIGNED FOR SITE CONDITIONS WITH A
SOIL MODULUS OF 128 METRIC TONS PER CUBIC METRE.
TYPE 1A-M1 AND 1A-M2 ARE IDENTICAL TO TYPE 1A EXCEPT
MAST DIAMETER SAME AS POST
**
*
THE STANDARD SPECIFICATIONS.
FACTOR OF 1.14
AS SHOWN
STANDARD DRAWINGS
TRAFFIC
ROAD SIGN GANTRY DETAILS
SINGLE POST TYPE IA AND IB
Sheet 1 of 7
TF-14
.
.
.
. NTS
.
A1
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS,
20.
DOCUMENTS, DETAILING SIGN LOCATION, FABRICATION
AND ERECTION DETAILS AND OTHER INFORMATION
AS REQUIRED BY THE ENGINEER.
6.5m FOR HIGHWAYS
***
6.0m FOR URBAN ROADS
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

SPLIT
LENGTH
152.5
FILLER
RL
THICKNESS
TO
MATCH
PIPE
WALL
THICKNESS
DRILL 40mm HOLE PLUG
WELD AFTER BENDING
AXIS OF SIGN
2mm MAX. BUILD UP
TYP
BACK UP WELD WITH
3mm STRIP (TYP)
FILLER PLATE
TOP OF BASE PLATE
SPLIT WIDTH SEE TABLE
POST
FIELD SPLICE
C/L MAST ARM
OF
STRUCTURE
C/L POST & C.I.D.H
FOUNDATION
WALKWAY BRACKETS
C/L SPAN = C/L OPTIONAL
FIELD SPLICE (SEE NOTE 'C')
HAND HOLE (TYP)
BETWEEN PANELS
TOP OF BASE P
(SEE NOTE 5)
SEE TABLE
L
SPLIT
LENGTH
300
D/2
D/2
'D'
PANEL
DEPTH
L SIGN PANEL LENGTH
WALKWAY BRACKETS SPACING 1600 MAX
500 MAX (TYP)
70 MIN
SAFETY CABLES
L SIGN PANEL LENGTH
R
C/L POST &
C.I.D.H FOUNDATION
SEE NOTE 1
HAND HOLE (TYP)
FOR DETAIL SEE
DWG No: TF-10
C.I.D.H FOUNDATION
(SEE NOTE12)
FOR DETAIL SEE
DWG No: TF-11 (TYP)
WALKWAY BRACKET
CLAMP ATTACHMENT
TO TANGENT SECTION
COLLAPSIBLE
SAFETY RAILING
SIGN PANEL
COLLAPSIBLE
SAFETY RAILING
WELDED PLATE
ATTACHMENT TO
ELBOW SECTION
SIGN PANEL
C
L
PANEL
NO LOCATION TYPE SPAN
HEIGHT
H
POST
DIAMETER
RADIUS
R
MAST
ARM
WALKWAY
LENGTH
NO
BRACKETS
TYPE TOP OF CONCRETE
FOUNDATION
L HR
SPLIT
WIDTH TYPE
SIGN
LxD= (m )
SEE
NOTE16 ELEVATION
LEFT RIGHT
APPROX. WT.
TUBULAR FRAME
& WALKWAY STEEL
WALKWAY BRACKET
SEE
NOTE
'A'
SPAN
H
1
R
H
TRIM BRACKET
1500 MAX
L
CLEARANCE
TO
BOTTOM
SEE NOTE 'B'
2
* 2
EXTRA
STRENGTH PIPE
PIPE WALL THICKNESS
STANDARD
OVERHEAD SIGN SUPPORT SCHEDULE
***
VERTICAL TWO POST TYPE - IIA
POST SPLIT DETAIL
A
TF-11
B
TF-11
(SAMPLE OF OVERHEAD SIGN SUPPORT SCHEDULE)
SECTION A-A
A
TF-11 SCALE NTS
SECTION B-B
B
TF-11 SCALE NTS
GENERAL NOTES:
DESIGN SPECIFICATIONS
AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR
CONSTRUCTION SPECIFICATIONS
SECTION IX=2 TRAFFIC SIGNS OF THE SPECIFICATIONS.
WIND LOADING
WIND VELOCITY 160 KILOMETERS PER HOUR WITH GUST FACTOR OF 1.14.
FOUNDATION DESIGN
DRILLED PIERS ARE DESIGNED FOR SITE CONDITIONS WITH A SOIL MODULUS
HIGHWAY SIGNS LUMINARIES AND TRAFFIC SIGNALS"
2013 INTERIM SUPPLEMENT TO THE STANDARD SPECIFICATIONS.
OF 128 METRIC TONS PER CUBIC METER.
(REFER
TO
DWG
NO.
TF-10)
*** 6.50m FOR HIGHWAYS
6.00m FOR URBAN ROADS
CLEARANCE MEASURED FROM HIGH POINT OF
ROADWAY CROWN TO UNDERSIDE OF SIGN OR FROM
1. ALL POSTS BETWEEN BASE PLATE AND FIELD SPLICE ARE
2. BEFORE ANY PORTION OF THE SIGN FRAMES ARE ASSEMBLED
3. IF THE SIGN FRAMES ARE ERECTED AS ONE UNIT, THEY SHALL
4. AT FINAL POSITION OF POST, ALL TOP AND BOTTOM ANCHOR
6. ALL WELDING SHALL BE CONTINUOUS UNLESS OTHER WISE
7. WALK WAY BRACKET MAXIMUM SPACING SHALL BE 1600mm
9. FOR TUBULAR FRAME DETAILS, SEE DRAWING NO: TF-16 AND
10. FOR BASE PLATE DETAILS, SEE DRAWING NO: TF-18
11. PRIOR TO FABRICATION OF TUBULAR FRAMES, ALL DIMENSIONS
12. C.I.D.H DENOTES CAST - IN DRILLED HOLE & F.N.D.T.N DENOTES
13. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, AS
14. THE CONTRACTOR SHALL COMPLETE AND SUBMIT SOIL
15. THE MAXIMUM SIGN PANEL OVERLAP IN TO ELBOW SHALL NOT
16. WHEN SEVERAL SIGN PANEL ARE TO BE INSTALLED WITH
17. MAXIMUM DEPTH OF SIGN PANEL D=4300mm.
EXTRA STRONG PIPE, ALL MAST ARMS SHOULD BE STANDARD
IN THEIR FINAL POSITIONS, THE CONTRACTOR SHALL
DEMONSTRATE TO THE ENGINEER BY PRE-ASSEMBLY OR
OTHER APPROVED METHODS THAT THE SPAN LENGTHS OF
THE THE FRAMES IN THE NO LOAD CONDITION MATCH WITH IN
BE ADEQUATELY SUSPENDED TO AVOID DISTORTION OR
CHANGES IN SPAN LENGTH BETWEEN BASE PLATES.
BOLT NUTS SHALL BE WRENCH TIGHTENED AGAINST BASE
5. LOCATE HAND HOLE BEHIND SIGN PANEL WITH IN REACH OF
WALK WAY FOR MULTIPLE SIGNS, PROVIDE 2 HAND HOLES
DRILL AND TAP FOR 25mm DIAMETER CONDUIT HUB ADJACENT
AND MINIMUM CLEAR DISTANCE FROM FIELD SPLICE SHALL
BE 300mm, SEE DETAILS ON DRAWING NO: TF-16.
8. WALK WAY SHALL EXTEND THE FULL LENGTH OF SIGNS, BE
ROADWAY IF REQUIRED. THE SAFETY RAILING SHALL PROTECT
CONTINUOUS BETWEEN SIGNS AND EXTEND TO THE EDGE OF
THE ENTIRE WALKWAY AND SHALL BE CONTINUOUS FOR MORE
THAN 3200mm IN ONE UNIT. FOR DETAILS SEE DRAWING NO:
OF STRUCTURAL FRAMING, PLACEMENT OF FOUNDATIONS AND
ANCHOR BOLT LOCATIONS SHALL BE VERIFIED IN THE FIELD BY
REQUIRED BY THE CONTRACT DOCUMENTS, DETAILING SIGN
LOCATIONS, FABRICATION AND ERECTION DETAILS, AND
BORINGS FOR EACH OVERHEAD SIGN FOUNDATION AS
TO EXCEED 1500mm FROM THE FIELD SPLICE.
SPACES BETWEEN THE PANELS, THE TOTAL SIGN PANELS
LENGTH IS THE SUM OF THE INDIVIDUAL SIGN PANEL LENGTH
VERTICAL SUPPORTS LESS THAN 10.0m FROM EDGE
WAY TO BE BARRIER PROTECTED (TYP)
NOTE "A"
NOTE "B"
-
-
FOR MAST ARMS WITH LENGTH GREATER THAN 24.4m,
AN OPTIONAL FIELD SPACE WILL BE PERMITTED AT
NOTE "C" -
18. FOR ELECTRICAL WIRING, PLEASE REFER TO DWG. NO. TF-24
THE LOWEST POINT OF SIGN TO PAVEMENT HIGHEST
PIPE PER ASTM A53.
10mm± THE FIELD MEASURED SPAN LENGTHS.
PLATE.
TO MAST ARM HAND HOLES ONLY.
NOTED.
TF-16 AND TF-17.
TF-17.
THE CONTRACTOR.
FOUNDATION.
OTHER INFORMATION AS REQUIRED BY THE ENGINEER.
REQUIRED BY THE SPECIFICATIONS.
ONLY.
NOTED.
LEVEL.
OF TRAVELED
C/L SPAN.
STANDARD DRAWINGS
TRAFFIC
POST TYPE IIA AND IIB
Sheet 2 of 7
TF-15
.
.
.
. NTS
.
A1
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS,
20.
DOCUMENTS, DETAILING SIGN LOCATION, FABRICATION
AND ERECTION DETAILS AND OTHER INFORMATION
AS REQUIRED BY THE ENGINEER.
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

DRILL AND TAP FOR 20mm SHORT
NIPPLE & PLUG WITH RECESSED
PIPE PLUG (LOCATE AT WALKWAY
BRACKET CLOSEST TO ELECTRIC
SERVICE)
C/L MAST ARM
AXIS OF SIGN
L 76 X 76 X 6
MOUNTING BRACKET
SIGN PANEL
WALKWAY BRACKET
WALKWAY CHAIN ANGLE
FOR DETAILS SEE
SHEET TF-12
16mmØ HOLE FOR
SAFETY CABLE
WHEN REQUIRED
60°
2mm
6mm
60°
PIPE WALL
C MAST ARM
COPE 8 MAX
TO CLEAR WELD
P 8
20Ø BAR
I140 X 12.9 kg/m
5
21
L
L
P 8
L
14mm RODS TORQUE
LOCK NUTS & 2
WASHERS. TOTAL 2 RODS
PER ASSEMBLY
AXIS OF SIGN
C/L 14mm ROD=C/L PLATE 8mm
SPLICE PLATES OR BETWEEN SPLICE
PLATE AND END OF MAST ARM
MOUNTING
5mm
P 10mm X 20mm
L
MOUNTING BRACKET
C MAST ARM
C PIPE BELOW
T 80mm X 10.7 kg/m
CUT TO FIT PIPE
L
L
C HINGE
PRESSURE METAL
HALIDE LANTERN
FIXTURE MOUNTING
CHANNELS
SAFETY ANGLE
P 10mm X 90mm
L
BRACKET
3 CL
WALKWAY GRATING 300
150 250 180 600 (720 MAX.) 120 180 140
32
PLATE 8mm
3CL
5CL
5mm
80
80
40
40
5mm
P 10 X 120
L
30
1650 (1780 MAX.)
L
WALKWAY BRACKET
WALKWAY BRACKET
I140 X 12.9kg/m
5
45
45
12CL
350
SIGN
DEPTH
SEE
NOTE
3
19
M20 H.S. BOLTS TOT 4
SEE NOTE 2
VARIES
75
BAR 20mm CONTINUOUS BETWEEN
32
+
-
C/L WALKWAY
150
30
MID HEX HD BOLT. WASHER
AND LOCK NUT (TYP)
WALKWAY BRACKET
75 DIA. G.I. PIPE
300 LONG PAINTED
RED AND WHITE IN
75 WIDE CIRCUMFERENTIAL
BANDS
150
15
6 DIA GALVANIZED
CHAIN (15x32 INSIDE)
STAINLESS STEEL
WIRE SAFETY ROPE
6 DIAMETER WIRE ROPE
TO BE 10% LONGER THAN
THE CHAIN
SAFETY CHANNEL
SAFETY CHANNEL
OVERHEIGHT DETECTION
DEVICE WHEN REQUIRED
ON GANTRY
WALKWAY SEE
DWG. NO. TF-12A
FOR DETAILS
8mm CUT TO FIT PIPE
CURVATURE TOTAL 4 PER
BRACKET ASSEMBLY
10mm x 200mm PLATE
CUT LINE WHEN
BRACKET HAS NO
SIGN PANEL MOUNTED
SEE DETAIL - 2
WHEN OVERHEIGHT
DETECTION DEVICE
IS REQUIRED
SAFETY CHANNEL
AND CHAIN HOLDER
SEE DWG No. TF-12A
FOR DETAILS
400W HIGH
WALKWAY BRACKET
W 150mm x 13.4 kg/m
WALKWAY BRACKET
W 150mm x 13.4 kg/m
BRACKET
VARIES
TYPICAL WALKWAY SECTION
SCALE: NTS 2
TF-12
1
TF-12
SECTION A-A
MOUNTING BRACKET ASSEMBLY DETAIL
A
TF-12 SCALE NTS
C
TF-12
D
TF-12
B
TF-12
SECTION B-B
B
TF-12 SCALE NTS
SECTION D-D
D
TF-12 SCALE NTS
MOUNTING BRACKET ON ELBOW
DETAIL - 1
1
TF-12 SCALE NTS
DETAIL - 3
3
TF-12 SCALE NTS
VIEW C-C
C
TF-12 SCALE NTS
OVERHEIGHT DETECTION DEVICE
E
TF-12
DETAIL - 2
2
TF-12 SCALE NTS
VIEW E-E
E
TF-12 SCALE NTS
2. FOR H.S. BOLT TENSION, SEE "SECTION H-H" ON DWG NO. TF-17.
ON DWG NO. TF-18.
3. FOR SIGN PANEL MOUNTING DETAILS SEE DWGS NOS. TF-12
AND TF-13.
1. ALL DIMENSIONS ARE GIVEN IN MILLIMETERS UNLESS
OTHERWISE NOTED.
STANDARD DRAWINGS
TRAFFIC
Sheet 3 of 7
TF-16
.
.
. NTS
.
A1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

ASTM A-325 H.S. BOLTS (GALV) EQUALLY
SPACEDTORQUE-TO TENSION OF 8,750 Kg
13,000 Kg FOR M20 BOLTS
17,800 Kg FOR M22 BOLTS
SEE TABLE FOR OTHER DETAILS
BOLT PATTERN TO BE
SYMMETRICAL ABOUT THIS AXIS
30mm X 7mm BACKING RING
FOR WELDING DETAILS NOT
SHOWN SEE "POST BASE
PIPE D = 50mm
SEE NOTE 2, 4
B.C DIA
P
O
.
D
HAND HOLE (FOR 2 POST TYPE ONLY)
SEE HAND HOLE DETAIL "2"
CONDUIT HUB
(FOR TYPE - G ONLY)
G
SEE "WELD DETAIL"
38mm x 6mm
BACKING RING
BAR 20mmØ
C/L MOUNTING BRACKET
CONDUIT HUB
8mm COVER PLATE
DIA = PIPE O.D. + 12MM
13mm GALVANIZED DRAIN
HOLE (2 PERMITTED
IF REQUIRED)
HAND HOLE SEE COVER
PLATE HAND HOLE
SEE DETAIL "1"
STRUCTURAL TUBE
160 X 100 X 10 X 50
POST OR MAST ARM
3mm NEOPRENE GASKET
CEMENTED TO COVER P
5 COVER P
M10 HEX HEAD CAP SCREW
7
16
125 SQUARE OPENING
IN 8 COVER P
DRILL TO RECEIVE M10 BOLTS
8mm COVER P
M10 BOLT (TYP)
WELD NUT TO
BACK SIDE OF
8mm COVER P
175 SQUARE COVER P
WITH 3mm GASKET CEMENTED
TO BACKSIDE. DRILL TO
RECEIVE M10 BOLTS
200
250
300
350
400
450
500
600
29
32
32
32
32
35
35
38
13-M16
20-M16
17-M20
19-M20
22-M20
26-M20
29-M20
26-M24
282
336
388
420
470
520
572
686
346
400
450
482
534
584
635
762
DIAMETER
PIPE
THICKNESS
P
BOLTS
H.S
DIAMETER
B.C
O.D.
FIELD SPLICE
POST WALL OR MAST ARM
BASE P OR
SPLICE P
TACK WELD
30 X 7
BACKING RING
COVER P NOT SHOWN
STRUCTURAL TUBE
160 X 100 X 10 X 50
25Ø CONDUIT HUB
(MAST ARM ONLY)
C/L HAND HOLE = C/L PIPE
EARTH CONNECTION
10mm Ø STUD X 160 LONG
WELD INSIDE TUBE 300
FROM BASE PLATE
TOP OF BASE P
L
" WELD DETAIL "
LIMITS
OF
PAINT
INSIDE
POST
600
200
150
L
L
L
L
L
L
L
TACK WELD HEX NUT
SEE NOTE 6
SEE
NOTE
3
HAND HOLE (FACE AWAY
FROM TRAVEL WAY)
SEE HAND HOLE DETAIL
L
PLATE THICKNESS
VARIES
C/L MAST
L P
L
L
L
45°
150
ARM
C/L MAST
ARM
MAST ARM END DETAIL
SHOP SLICE FIELD SPLICE
* LOCATE HAND HOLE AT NEAREST
HANGER ON MAST ARM
WELD DETAILS
( FOR "SINGLE POST TYPE" ONLY)
( MAST ARM AND POST)
POST BASE ELEVATION
(FOR BASE PLATE DETAILS SEE C.I.D.H
FOUNDATION DETAIL DWG NO. TF-11)
L
A
TF-13
SECTION A-A
A
TF-13 SCALE NTS
1
TF-13
COVER P HAND HOLE
DETAIL - 1
1
TF-13 SCALE NTS
2
TF-13
HAND HOLE
DETAIL - 2
2
TF-13 SCALE NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
ELEVATION"
FOR M16 BOLTS
2. PLACE SINGLE THIN BEAD OF SILICONE CAULKING COMPOUND
AROUND HOLE PRIOR TO BOLTING. CAULKING NOT TO
INTERFERE WITH FRICTION BETWEEN PLATES IN BOLTED AREA.
3. PRIME AND PAINT POST INTERIOR FROM BASE PLATE TO 200mm
ABOVE LOWER HAND HOLE - UNLESS POST IS GALVANIZED.
4. "D" IS INSIDE DIAMETER OF "EXTRA STRONG PIPE"
5. DESIGN BASED ON CAPACITY OF STANDARD PIPE.
6. PLACE HAND HOLE AND CONDUIT HUB PERPENDICULAR TO
AXIS OF SIGN AND AWAY FROM APPROACHING TRAFFIC.
DRILL AND TAP FOR 25mm.DIA. CONDUIT HUB ADJACENT TO
MAST ARM HAND HOLES ONLY.
NOTED.
STANDARD DRAWINGS
TRAFFIC
Sheet 4 of 7
TF-17
.
.
.
. NTS
.
A1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

TYPE
VERTICAL REINFORCEMENT
(SEE TABLE)
C/L SIGN SUPPORT, C/L ANCHORAGE
ASSEMBLY & C/L FOUNDATION
TOP OF CONCRETE
(TYP)
GROUT
TACK WELD
WASHER
HEAD
C/L SIGN SUPPORT, C/L ANCHORAGE
ASSEMBLY & C/L FOUNDATION
BOLT CIRCLE (SEE TABLE
FOR DIAMETER)
SIGN SUPPORT POST
(SEE
TABLE)
6 EQUAL SIDES
C/L POST
60°
(TYP)
36°
(TYP) 30°
(TYP)
C/L SIGN SUPPORT,
C/L ANCHORAGE
ASSEMBLY &
C/L FOUNDATION
CIDH FOUNDATION
(SEE TABLE FOR
DIMENSIONS)
8 EQUAL SIDES
45°
(TYP)
22 1/2°
AXIS OF SIGN
BOLT
CIRCLE
ANCHOR
No. & DIA
16mm² BARE COPPER WIRE
SEE ELECTRICAL DRAWINGS
FOR GROUNDING DETAILS
ANCHOR BOLTS
HOLE IN BASE PLATE
TO ACCOMMODATE
CONDUIT SLEEVES
ANCHOR BOLTS-SEE DETAIL
AND TABLE FOR DIMENSIONS
C/L 50 ØPVC CONDUITS
BASE PLATE
ASTM-A36 SEE TABLE
FOR SIZE
SEE TABLE
SPIRAL REINFORCING
TOP/PEDESTAL
TOP PORTION OF ANCHOR BOLTS,
NUTS & WASHERS SHALL BE
GALVANIZED IN ACCORDANCE
WITH ASTM-A153.
ANCHOR BOLTS WITH 2 HEAVY
HEX NUTS AND 3 WASHERS PER BOLT.
ANCHOR BOLTS SHALL CONFORM TO
ASTM-A307 SEE TABLE FOR NUMBER
AND DIAMETER.
150 ØHOLE FOR
ELECTRICAL CONDUITS
BOLT HOLE = BOLT
DIAMETER + 6mm (TYP)
150 ØHOLE FOR
ELECTRICAL CONDUITS
BOLT
CIRCLE mm
BASE PLATE
SIZE (mm X mm)
GI
GII
GIII
GIV
GV
GVI
GVII
CI
CII
648X40
796X50
912X55
107X55
1176X55
1328X60
632X45
860X50
1226X60
BASE PLATE AND BOLT DETAILS
50 ØDRAIN
HOLE (TYP)
14 Ø SPIRAL @ 100
PITCH (TYP)
12 ØPVC CONDUIT
6-50 mm
6-60 mm
8-60 mm
10-60 mm
12-60 mm
12-60 mm
14-60 mm
6-50 mm
10-50 mm
574
710
792
894
995
1046
1148
556
710
STRUCTURE
50 ØPVC CONDUIT
DIAMETER
19-25
REINF
Ø
TYPE LENGTH
A
B
C
D
E
F
G
1.1m
1.1m
1.3m
1.3m
1.4m
1.4m
1.5m
4.5m
5.5m
6.25m
7.0m
7.5m
8.0m
8.75m
VERTICAL
PILE PILE
C.I.D.H. FOUNDATION DETAILS
FNDN'TN
19-25
22-28
22-28
19-32
19-32
22-32
CIII
CV
CIV
1224X55
1172X55
1044
992
840
10-60 mm
10-60 mm
8-60 mm 956X55 80 CL
PILE DIAMETER
250
950
PILE
LENGTH
80
80
MIN.
80 CL
1750
1500
50
250
300
Ø
Ø
Ø
Ø
Ø
Ø
SPLIT
VARIES
BASE P SIZE BASE P SIZE
C/L POST
BOLT
CIRCLE
BASE P SIZE
C/L POST
BOLT
CIRCLE
C/L POST
BASE P SIZE
BOLT
CIRCLE
BASE P SIZE
C/L POST
BOLT
CIRCLE
L L L L L
14 BOLTS
12 BOLTS
10 BOLTS
6 BOLTS
TOP PLAN
ANCHOR BOLT DETAIL
BASE PLATE DETAILS
8 BOLTS * * *
TF-14
A
B
TF-14
SECTION A-A
A
TF-14 SCALE NTS
SECTION B-B
B
TF-14 SCALE NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
4. BOLT TEMPLATE SHALL BE PROVIDED DURING INSTALLATION
OF ANCHOR BOLTS.
OTHERWISE NOTED.
1. ALL REINFORCEMENT BARS SHALL BE FUSION BONDED EPOXY
COATED.
3. PILE SHALL BE FORMED TO 150mm MINIMUM BELOW GROUND
SURFACE TO OBTAIN SMOOTH FINISH FOR EXPOSED PORTION.
5. SEE 6 OR 8 BOLT BASE PLATES FOR DETAILS NOT SHOWN.
*
STANDARD DRAWINGS
TRAFFIC
Sheet 5 of 7
TF-18
.
.
.
. NTS
.
A1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

980
80
7mm EYE BOLT WITH 70mm
WELDED SHANK, HEX. NUT,
2 FLAT WASHER AND LOCK
WASHER - PEEN THREADS
SAFETY CHAIN
SEE NOTE 4
6mm CABLE CLAMP
TOTAL 2 PER END
8mm TURNBUCKLE WITH 120mm
MIN. ADJUSTMENT - JAW AND
EYE TYPE, TYPICAL
6mm CABLE
32mm EXTRA STRONG PIPE
25mm STD. PIPE
C/L BRACKET
C/L BRACKET
END POST HINGE TWO POST HINGE
TOP OF 7mm BAR
HOLE FOR M12 BOLT WITH
PREVAILING TORQUE LOCK NUT
(SEE DETAIL)
GRIND TO CLEAR
C/L HINGE
SEE NOTE 3
C/L PIPE
RAILING
C/L WALKWAY BRACKET
C/L HINGE
SAFETY CHANNEL
PROVIDE THIMBLE
AT ALL CABLE LOOPS
TURNBUCKLE AT ONE END
OF EACH CABLE TYP
INSTALL CABLE IF
PANELS IS GREATER
THREAD CABLE THROUGH
16mm DIA HOLE IN
INTERMEDIATE POST
7mm EYE BOLT WITH 30mm WELDED
SHANK, HEX NUT, 2 FLAT WASHERS
AND LOCK WASHER - PEEN THREADS
MIN. RAD (TYP)
BAR 130 x 7 x 210
BAR 40 x 20 x 60
BAR 80 x 7 x 120
BAR 130 x 7 x 210
BAR 40 x 40 x 60
100 Ø DRAIN OR VENT
HOLES AS REQUIRED
ON SIGN PANEL SIDE
BAR 50 x 10 x 115
BAR 32 x 10 x 127
5
6
5
100 Ø DRAIN OR VENT HOLES
AS REQUIRED ON SIGN PANEL
SIDE OF SAFETY RAILING
BAR 40 x 40 x 60
13 Ø HOLE
105
20
20
30
25
105
30 30
LOCK NUT
PEEN THREADS ON
BOLT THROUGH JAW
40
50
50
CENTER
POST HINGE
1600 MAXIMUM
3200 MAXIMUM
450
450
SPACE BETWEEN
THAN 600
50
180
25
50
40
20
60
32
20
50
30
40
127
20
10
C/L WALKWAY
BRACKET
MOUNTING ANGLE
PLAN KICKER BAR
END POST
CENTER POST
HINGE - PLAN TWO POST
TURNBUCKLE DETAILS
CHAIN ASSEMBLY
SAFETY RAILING ELEVATION
BETWEEN PANELS BEYOND PANEL
SAFETY CABLE ELEVATION
1
TF-15
DETAIL - 1
1
TF-15 SCALE NTS
DETAIL - 2
2
TF-15 SCALE NTS
SECTION A-A
A
TF-15 SCALE NTS
2
TF-15
A
TF-15
SCALE: NTS
SCALE: NTS
SCALE: NTS SCALE: NTS SCALE: NTS
SCALE: NTS
OF SAFETY RAILING
2. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT THE
3. DETAILS FOR BOLTING HINGE BASE PLATE TO WALKWAY
BRACKET SHALL BE SUBMITTED FOR APPROVAL.
COMPLETED HINGE AND LATCH ASSEMBLY SHALL HOLD THE
VERTICAL AT TOP OF RAILING WHEN LATCHED SHALL BE 25mm.
4. SAFETY CHAIN SHALL BE 5mm GALV STEEL COIL CHAIN,
APPROX 40 LINKS PER METER. LENGTH SHALL BE MINIMUM
SAFETY RAILING IN A STEADY MANNER, DISPLACEMENT FROM
WHICH ALLOWS LOCK-UP OF SAFETY RAILING.
OTHERWISE NOTED.
STANDARD DRAWINGS
TRAFFIC
Sheet 6 of 7
TF-19
.
.
.
. NTS
.
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PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

C 10 x 8 x 7 kg/m
11 x 20 SLOT
M10 HEX HD BOLT AND NUT
PROVIDE FLAT, LOCK AND
BEVELED WASHERS
C 10 x 8 x 7 kg/m
WALKWAY BRACKET
150
30
20 20
30 MAX CLR
C/L LANTERN MOUNTING
CHANNEL
11mmØ HOLE FOR 10mm
MACHINE SCREW (TYP)
C/L LANTERN MOUNTING
CHANNEL
C/L WALKWAY BRACKET
C/L 11x20 SLOT
IN WALKWAY BRACKETS
TOTAL 4 ON INTERIOR
BRACKETS - 2 EXTERIOR
20
30
30
3
32
11 HOLE FOR M10 BOLT,NUT,
BEVELED AND LOCK WASHERS
CROSS BARS AT 100 C-C
1.5mm SADDLE ANCHOR
(SEE NOTE 1)
BEARING BAR
30 x 4
BEARING BAR
30 x 4
(TYP)
(TYP)
WALKWAY BRACKET
C
L
40
LIGHTING FIXTURE
40 x 40 x 3
CONT.SLOT STEEL
10 x 30 ROUND HD MACHINE SCREW
HEX HD NUT,FLAT,BEVELED AND
LOCK WASHERS
CHANNEL
20 20
25
20
(CHAIN AND SAFETY ROPE
NOT SHOWN FOR CLARITY.
SEE DWG. No. DT 16 FOR DETAILS)
15
SAFETY ANGLE DETAILS
TYPICAL CONNECTION CONNECTION AT SPLICE
WALKWAY DETAILS
LANTERN MOUNTING CHANNEL DETAILS
SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
SECTION A-A
A
TF-16 SCALE NTS
A
TF-16
1. WELDED TYPE GRATING SHALL HAVE 32 x 4 BEARING BARS AT
30 CENTERS WITH 7mm DIAMETER (OR EQUAL) CROSS BARS
AT 100 CENTERS. IF MECHANICAL LOCK GRATING IS USED.
IT SHALL BE EQUAL IN STRENGTH TO THE WELDED TYPE.
ALTERNATE HOLD-DOWN CLIPS SHALL BE SUBMITTED FOR
APPROVAL.
2. WALKWAY GRATING AND LANTERN MOUNTING CHANNELS TO
BE CONTINUOUS (NO SPLICES) OVER AS MANY WALKWAY
BRACKETS AS PRACTICALLY CONSISTENT WITH FABRICATION,
EASE OF HANDLING AND ASSEMBLY.
3. ALL DIMENSIONS ARE GIVEN MILLIMETERS UNLESS OTHERWISE
NOTED.
STANDARD DRAWINGS
TRAFFIC
Sheet 7 of 7
TF-20
.
.
.
. NTS
.
A1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

200
EDGE LINE MARKING 613(R)
GIVE WAY LINE MARKING 602
CONTINUITY LINE MARKING 681
SCALE: NTS
SCALE: NTS
SCALE: NTS
300
300
(500)
600
300 300
600
300
600 600
T1
OUTER SHOULDER
LANE
S1
TRAFFIC DIRECTION
Y/R Y/R
T1
INNER SHOULDER
LANE
S1
TRAFFIC DIRECTION
Y/R Y/R
STOP LINE MARKING 601
SCALE: NTS
EDGE LINE MARKING 613(L)
SCALE: NTS
1000 1000 1000 1000
8000
G G
T3
DIVIDING LINE MARKING 652
100)
500 1500
CHANNELIZING LINE MARKING 612
NO PASSING LINE MARKING 611 (VARIATIONS SHOWN)
GUIDE LINE MARKING 680
SCALE: NTS
SCALE: NTS
SCALE: NTS
T5
DIVIDING LINE MARKING 652 WITH LANE ARROW MARKING 614
SCALE: NTS
T4
LANE LINE MARKING 654
SCALE: NTS
M2 G2
S2
W/R W/R
W(Bi-directional) W(Bi-directional)
M3 G3
100
1000 1000
PARKING ENVELOPE LINE MARKING 620
SCALE: NTS
500
500
NO PASSING LINE 611
VARIES
SPEED HUMP MARKING 651
SCALE: NTS
8000 FOR 100km/h
5200 FOR 80km/h
3800 FOR 60km/h
.
.
.
.
300
DIRECTION OF TRAVEL
RUMBLE STRIPS MARKING 650
LANE ENDS ARROW 656
SCALE: NTS
SCALE: NTS
HATCH MARKING 658
SCALE: NTS
Traffic Direction
4
5
°
5
0
0
3400
200
(150)
150
Traffic Direction
Edge Line Marking (613)
or Channelizing Line (612)
CHEVRON MARKING 657
SCALE: NTS
200
600
500
1000
3400
90°
1
5
0
2
0
0
(1
5
0
)
8000
max
200
600
1
5
0
2
0
0
(1
5
0
)
8000
max
1
0
0
0
500
3400
90°
4
5
°
Traffic Direction
Traffic Direction
4
5
°
Traffic Direction
Traffic Direction
50
50mm gap to promote
free surface water drainage
50
50mm gap to promote
free surface water drainage
100
1000
100
500
100
PARKING LINE MARKING 621
SCALE: NTS
M3
M2 G2
(500)
M1 M1
W(Bi-directional)
S3 S3
300
604
268
604
306
302 134
308
1050
9000
5261
2263
R31786
R38641
1. THE DIRECTIONAL ARROWS WILL BE MARKED
INSTALLED EACH 5.0 KM IN STAGGERED WAY
AT EVERY 5.0 KM AND SIGN NO. 416 WILL BE
WITH THE ARROWS.
WHITE
YELLOW
WHITE
WHITE
G1
WHITE
WHITE
WHITE
WHITE
YELLOW
WHITE
YELLOW
YELLOW
WHITE
WHITE
TRAFFIC DIRECTION
YELLOW
WHITE
YELLOW
WHITE
YELLOW
WHITE
TRAVEL SPEED km/h
< 60 60 TO < 80 80 TO < 100 100 & ABOVE
T1 150mm 200mm 200mm 200mm
T2 100mm 150mm 150mm 150mm
T3 100-150mm 200mm 200mm 200mm
T4 100-150mm 150mm 200mm 200mm
T5 100-150mm 150mm 150mm 150mm
S1 6m 6m 9m 18m
S2 12m 18m 36m 36m
S3 12m 18m 36m 36m
M1 2m 3m 6m 6m
M2 2m 3m 6m 6m
M3 2m 3m 6m 6m
G1 4m 6m 12m 12m
G2 4m 6m 12m 12m
G3 4m 6m 12m 12m
T2
T2
T2
T2
T2
T2
2. THIS DRAWING SHOULD BE READ ALONG WITH THE ABU DHABI
(CHAPTER 5 - PAVEMENT MARKINGS TABLE 5-31).
NOTED.
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
STANDARD DRAWINGS
TRAFFIC
TYPICAL PAVEMENT MARKING
DETAILS FOR HIGHWAY
TF-21
.
.
.
. NTS
.
A1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

BLACK AND YELLOW CURB PAINT (TYP)
CT (TYP) BEGIN/END BLACK AND WHITE CURB PAINT
100 NOMINAL
100
NOMINAL
420
TYPE C.R. (TYP)
TYPE N.R. (TYP)
5.00
4.00
5.00
5
.
0
0
5
.
0
0
5
.0
0
4.00
4
.
0
0
4
.0
0
420
420
420
3.65
(TYP)
3.65
(TYP)
3.65
(TYP)
100
NOMINAL
100 NOMINAL
329
302
329
302
329
302
329
302
200m
200m
200m
200m
302
302
302
302
2. ALL CURBS SHALL BE PAINTED BLACK AND WHITE EXCEPT AS
SHOWN WITH DOUBLE LINE AND / OR NOTE.
3. SOLID WHITE LINE LENGTHS AND SPACING ARE NOMINAL
DIMENSIONS.
4. SEE DWG. TF-23 FOR PAVEMENT MARKING DETAILS
5. SEE DWG. TF-1 AND TF-2 FOR SIGN DETAILS
6. FOR GIVEWAY SIGN SHOULD BE ABOUT 1M BEFORE GIVE WAY
LINE.
7. FOR 3 LANE GIVEWAY SIGN SHALL BE PROVIDED BOTH SIDE
OF CARRIAGEWAY.
STANDARD DRAWINGS
TRAFFIC
TYPICAL ROUNDABOUT MARKING DETAILS
URBAN ROADS
TF-22
.
.
.
. NTS
.
A1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

STRAIGHT ARROW
614
RIGHT TURN ARROW
615
LEFT TURN ARROW
616
STRAIGHT/RIGHT ARROW
617
STRAIGHT/LEFT ARROW
618
LEFT/RIGHT ARROW
619
WHITE REFLECTORISED SYMBOLS DETAILS
LEGEND :
RAISED PAVEMENT MARKINGS SPACING
DETAIL A
ALTERNATIVE JUNCTION LAYOUT
0
1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE
STANDARD DRAWINGS
.
.
.
. NTS
.
A1
- - -
- - -
TYPICAL DETAILS
TF-23
INTERSECTION PAVEMENT MARKINGS
AND SIGNS

IN-LINE FUSE (TYP)
EARTH
RED
YELLOW
BLUE
BLACK
YELLOW
RED
BLUE
IN BALLAST HOUSING WITH 6mm CABLES (TYP)
20 DIA FLEXIBLE CONDUIT
2
400W HIGH PRESSURE
METAL HALIDE LANTERN (TYP)
SAFETY SWITCH WITH
30A 3P 600V GASKETED
16 AMP FUSE
FUSE
EARTH LUG
EARTH CABLE
RED
10mm CABLE
2
YELLOW
BLUE
BLACK
6mm CABLES IN
2
20 DIA PVC CONDUITS
TOP OF CONCRETE
FOUNDATION
GROUT
HANDHOLE
POST
20 DIA FLEXIBLE
CONDUIT (TYP)
SAFETY SWITCH
20 DIA CONDUIT WITH 10mm CABLE
2
HANDHOLE
10mm CABLE
2
MOUNTING BRACKET
100 DIA PVC CONDUIT
WALKWAY
20 RIGID PVC CONDUIT
20 DIA FLEXIBLE
CONDUIT (TYP)
WALKWAY BRACKET
BALLAST
35
EARTH LUG WITH
16mm BARE COPPER
2
GROUNDING WIRE
CONDUIT (TYP)
20 DIA FLEXIBLE
1320
RAILING
COLLAPSIBLE
SIGN PANEL
C/L 400W METAL HALIDE
SIGN LANTERN
GASKETED SAFETY
SWITCH
RIGID CONDUIT
CONDUIT (TYP)
20 DIA FLEXIBLE
400 W HIGH PRESSURE METAL
HALIDE LANTERN (TYP)
HANDHOLE
MAST ARM
WALKWAY SIGN PANEL
CHANNELS
LANTERN MOUNTING
COLLAPSIBLE HANDRAIL
20 DIA PVC
CONDUIT (TYP)
BETWEEN
LANTERNS
END END
SPACING SPACING
SING LANTERN (TYP)
SING PANEL
FUSE RETAINED IN
LOAD SIDE SECTION
FUSE RATING BASED ON LAMP
FUSEHOLDER. 500V
LOAD
LINE
& BALLAST REQUIREMENTS
CONCRETE FOUNDATION
MAST ARM
WATERPROOF 01-LINE
TYPICAL WIRING DIAGRAM FOR SIGN LANTERN
PLAN - SIGN LIGHTING
LANTERN SPACING DETAIL
FUSE DETAIL
SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
SECTION A-A
A
TF-27 SCALE NTS
A
TF-27
NOTED.
0
1
STANDARD DRAWINGS
TRAFFIC
GANTRY SIGN LIGHTING DETAILS
(Electrical)
TF-24
.
.
.
. NTS
.
A1
- - -
- - -
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

600
400
400 400
200
1380
GROUND LEVEL
CONTRACTOR:
PROJECT:
DATE OF COMMENCEMENT:
DATE OF COMPLETION:
GROUND LEVEL
2525
VARIES
400
400
2"Ø G.I. PIPE
(TYP.)
(TYP.)
2"Ø G.I. PIPE
1100
400
100
400
100
400
100
400
100
400
100
1200
4800
(VARIES)
600 1240 600
2440
400x300x400 DEEP
CONCRETE BLOCK
CONCRETE BLOCK
400x400x600 DEEP
50
50
50
100
50
50
50
400
50
70
30
100
50
2440
=
=
PLYWOOD BOLTED INTO
20mm THK. MARINE
THE 2"Ø G.I. PIPE
PROJECT DURATION:
ADDRESS 1
ADDRESS 2
ADDRESS 1
ADDRESS 2
CLIENT :
CONSULTANT :
CLIENT :
ADDRESS 1
ADDRESS 2
ARABIC TEXT
ARABIC TEXT
ARABIC TEXT
ARABIC TEXT
ARABIC TEXT
ARABIC TEXT
ARABIC TEXT
ARABIC TEXT
ARABIC TEXT
PERSPECTIVE MAP
OF PROJECT
2. THE SIGN FRAME SUPPORT SYSTEM AND FACE PLATES
SHALL BE DESIGNED BY THE CONTRACTOR FOR.
3. SIGN FRAME SUPPORT COLOUR SHALL BE
GREY. ALL LETTERING SHALL BE BLACK,
FRAME COLOUR OF EACH PLATE SHALL BE RED.
1. ALL DIMENSIONS SHOWN ARE IN MILLIMETERS.
4. SIGNS SHALL BE MOUNTED WITH THE BOTTOM EDGE
600mm ABOVE GROUND.
5. LOCATIONS OF THE CONSTRUCTION IDENTIFICATION SIGNS
SHALL BE AS DIRECTED BY SUPERVISING ENGINEER.
6. DETAILS OF PROJECT INFORMATION BOARDS SHALL BE
SUBJECT TO APPROVAL OF CONCERNED AUTHORITIES AND
ENGINEER PRIOR TO FABRICATION.
7. PROJECT INFORMATION BOARD SHOWN ON THIS DRAWING IS
ONLY INDICATIVE. DETAILS SHALL BE VERIFIED AND APPROVED
BY ENGINEER PRIOR TO FABRICATION OF BOARD.
ELEVATION
SCALE: NTS
SIDE VIEW
SCALE: NTS
TYP. INFORMATION SIGN DETAIL
SCALE: NTS
0
1
STANDARD DRAWINGS
TRAFFIC
CONSTRUCTION
IDENTIFICATION SIGNS
TF-25
.
.
.
. NTS
.
A1
- - -
- - -
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

Waterproofing
1. Dead load and material own weight
Concrete own weight..................................................................... 25 kN/m³
Unit weight of soil above water table...........................................19 kN/m³
Unit weight of soil below water table.............................................. 9 kN/m³
Design Loadings
1. " AASHTO LOAD & RESISTANCE FACTOR DESIGN " latest edition
and interim specification to-date.
2. Standard specifications for structural support for highway signs,
luminaries and traffic signals - latest editions and interim to date.
Design Specifications and Reference
Crack control shall be according to the relevant AASHTO LRFD code clauses.
Serviceability
Pedestrian Areas........................................................................... 3.6 kN/m³
Live load surcharge........................................................................17.1 kN/m³
Basic wind speed............................................................................ 160 km/hr
Temperature Range......................................................................... 75° C
Temperature Rise............................................................................. 43° C
Temperature Fall............................................................................... 32° C
The classes of concrete for this work are based on 28 days compressive
cube strength. Compressive cube strength is assumed to be 1.25 times
the compressive strength of 150mm x 300mm cylinders.
Concrete class cube strength/
Concrete
max. size aggregate ( N/mm²/mm )
Non reinforced concrete................................................................... 25/20
Sulphate resistant cement ( SRC ) shall be used for blinding concrete.
All other structural components shall be constructed of ordinary
portland cement ( OPC )
All reinforcement bars are to be deformed round steel bars type 2 grade 460
complying with the requirement of BS 4449:2005 specifications.
Reinforcement
Where reinforcing bars are to be spliced - all bar lap length shall conform to the
requirement of the Design Specification
Splice shall be avoided at points of maximum stress and spliced bars shall be
staggered.
Bar Dia ( mm )
CONCRETE
GRADE
( N/mm² )
Fcu Bar Weight ( Kg/m )
Bar Area ( mm² )
12 16 20 25 32
113 201 314 491 804
0.89 1.58 2.47 3.85 6.31
40 Tension Lap* Splices ( mm ) 600 800 1000 1350 2250
* Lap size is for class B splices, If splice does not meet class B requirement,
splice length shall be recomputed based on AASHTO - LRFD clause 5.11.5.3
Design stresses are based on cylinder compressive stress.
See classes of concrete below for more information:
Design Stress
Reinforcing steel................................................................. fy = 460 N/mm²
Blinding concrete............................................................... f 'c = 20 N/mm²
( using sulphate resisting cement )
Structural steel shall be ASTM A36, hot dipped galvanized except as otherwise
noted on the drawings and specifications.
Metal Works
Stainless steel shall conform to the requirements of ASTM A240 in Type 302
or 304 except as otherwise noted on the drawings and in the specifications.
Concrete cover to the reinforcement shall satisfy the cover requirements
based on the durability of concrete with a service design life of 40 years,
Concrete Cover
however, minimum cover to ends and sides of reinforcement shall be atleast:
To concrete reinforcement above ground ( exposed ) ............................... 50mm
To concrete foundations and walls below ground ( exposed to soil ).......... 80mm
Concrete cast below ground level and concrete in contact with the soil is to be
protected by waterproof membrane in accordance with the specifications.
2. Live load
3. Wind load
4. Temperature
3. DoT manual traffic signals and electronic warning and information
systems.
Reinforced concrete......................................................................... 40/20
Reinforced concrete.......................................................... f 'c = 32 N/mm²
The following Structural Notes apply to the Standard Drawings in this Chapter.
General Structural Notes For Traffic Control Systems
STANDARD DRAWINGS
TRAFFIC CONTROL SYSTEMS
GENERAL STRUCTURAL NOTES
TCS-00
.
.
.
. NTS
.
A1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

LEFT TURN LANE
2
2
1
1
2
2
1
2 2
1 2
2
LEFT TURN LANE
LEFT
TURN
LANE
LEFT
TURN
LANE
TRAFFIC SIGNAL (TYPICAL)
LOOP DETECTOR (TYPICAL)
TRAFFIC SIGNAL
CHANGE OVER SWITCH
RED VIOLATION CAMERA
1
2
2
2
2
2
1
2
2
1
2
2
LEFT TURN LANE
RIGHT TURN LANE
RIGHT TURN LANE
LEFT TURN LANE
RIGHT
TURN
LANE
TRAFFIC SIGNAL CONTROLLER
CHANGE OVER SWITCH
RIGHT
TURN
LANE
FOUNDATION (TYPICAL)
SIDE
W
ALK
CONTROLLER
1
2
3
3 3
3
3 3
3
3
3
SIDE
W
ALK
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
SIDE WALK
SIDE WALK
SIDE WALK
SIDE WALK
1 2 3
3
3
UPS
UPS
100-150m
100-150m
100-150m
100-150m
100-150m
100-150m
100-150m
100-150m
5
FLASHING
4
5
5
5
5
5
5
5
5
PULL BOX TYPE IV
PULL BOX TYPE IV
FOUNDATION (TYPICAL)
3
3
3
3
3
3
3
3
3
3
3
3
3
1 2
MEDIAN
3
3
3
3
3
3
3
UPS
UPS
D
D
D
D
D D D D
D
D
D
D
D D D D
C
C
C
C
C C
C
C
C C
C
C
C
C
C
R
R
R
R
R
R
R
R
C
C
C
C
C
C
C
C C C
C C C
D D D
R
R
R
R
D
D
D
D
D D D D
D D D D
D
D
D
D
R
R
D D D
R
R
PANEL (FEC)
CCTV CONTROL
PANEL (FEC)
CCTV CONTROL
DETAIL - A
SIGNAL FACES
SCALE: NTS
FOR LOCATIONS WITH
SUFFICIENT SPACE
LEFT TURN PROTECTED LANES
SCALE: NTS
TYPICAL INTERSECTION B
4 LEGGED INTERSECTION WITH WIDE MEDIAN
SCALE: NTS
TYPICAL INTERSECTION A
4 LEGGED INTERSECTION WITH STANDARD MEDIAN
SCALE: NTS
3
1. FOR SIGNAL TRAFFIC DIRECTION PLEASE REFER TO DETAIL - A.
4. APPORTIONMENT LOOPS MAY NEED TO BE DEPLOYED AT
50-70m FROM STOP LINE.
5. RED VIOLATION CAMERA FOUNDATION LOCATION TO BE
COORDINATED WITH ABU DHABI POLICE.
STANDARD DRAWINGS
TYPICAL SIGNALIZED INTERSECTION
Sheet 1 of 2
TCS-1
.
.
.
. NTS
.
A1
3. ALL DRAWINGS SHOULD BE READ ALONG WITH DoT MANUAL
TRAFFIC SIGNALS AND ELECTRONIC WARNING AND
INFORMATION SYSTEMS.
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

1 2 5
FLASHING
4
3
SIDEW
ALK
SID
EW
ALK
TRAFFIC SIGNAL
(TYPICAL)
2
2
2
1 1
2
2
LEFT TURN LANE
LEFT
TURN
LANE
RIGHT
TURN
LANE
RIGHT TURN LANE
3.2m POLE WITH PEDESTRIAN SIGNAL HEAD AND COUNTER (TYPICAL)
LEFT TURN LANE
SIDEWALK
2
2
1
1
2 2
2
2
3
3 3
3 3
3
3
3
WIDE MEDIAN
1
2 2
LEFT TURN LANE
SIDEWALK
5
5
5
5
PULL BOX TYPE IV
CHANGE OVER SWITCH
CCTV CONTROLLER (FEC)
PULL BOX TYPE IV
1
1
1
3
3 1
3
3 3
3
1
1
1
1
1
3
3
1
1
UPS
UPS
100-150m
100-150m 100-150m
100-150m
100-150m
100-150m
CHANGE OVER SWITCH
CCTV CONTROL PANEL(FEC)
1
3
3
3
3
SIDEWALK
UPS
C
C
C
C
R
C
C
C
C C
R
R
R
R
D
D
D
D
D
D
D
D D
UPS
C
C
C
C
C
C
C C C
D
D
D
D D D
D D D
D D D
D
D
D
D
R
R
R
SIGNAL FACES
TYPICAL INTERSECTION D 3- LEGGED
INTERSECTION WITH WIDE MEDIAN
TYPICAL INTERSECTION C 3- LEGGED
INTERSECTIONS WITH STANDARD MEDIAN
AND WITHOUT U TURN LANE
SCALE: NTS
SCALE: NTS
SCALE: NTS
1. SIGNAL FACES 1 AND 4 ARE OPTICALLY PROGRAMMED.
2. NUMBERS NEXT TO SIGNALS REFER TO SIGNAL FACES.
0
1
STANDARD DRAWINGS
Sheet 2 of 2
TCS-2
.
.
.
. NTS
.
A1
- - -
- - -
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

1 2 5
3
2
3
3
3
3
TRAFFIC SIGNAL
(TYPICAL)
3
3
3
FOUNDATION (TYP)
FLYOVER
2
2
2
1
3
3
2 2
1
2
2
3
3
3
2
2
2
2
1
3
2
2
1
3
3
2 2
WIDE MEDIAN
LEFT TURN LANE
LEFT TURN LANE
LEFT TURN LANE
LEFT TURN LANE
LEFT
TURN
LANE
LEFT
TURN
LANE
S
I
D
E
W
A
L
K
(
T
Y
P
)
3.2m POLE WITH PEDESTRIAN SIGNAL
HEAD AND COUNTER (TYPICAL)
1
1
1
1
TRAFFIC SIGNAL
CONTROLLER
CHANGE OVER SWITCH
CCTV CONTROLLER
PULL BOX TYPE IV
5
5
5
5
UPS
100-150m
100-150m
100
-15
0m
100-150m
FLASHING
3
WALKWAY
WALKWAY
WALKWAY
WALKWAY
C
C
C
C
C
C
C
D
D
D
D
D
D
D
D
D
D
R
R
D
D
D
D
D
D
D
D
D D
R
R
D
D D
D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D D
R
R R
R
PANEL (FEC) UPS
C C C
C
C
C
TYPICAL INTERSECTION F
SIGNAL FACES
SCALE: NTS
SCALE: NTS
1. SIGNAL FACES 1 AND 5 ARE OPTICALLY PROGRAMMED.
2. NUMBERS NEXT TO SIGNALS REFER TO SIGNAL FACES.
STANDARD DRAWINGS
FLY OVER TYPE F-INTERSECTING
ROAD WITH WIDE MEDIAN
TCS-3
.
.
.
. NTS
.
A1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

1880
1500 1500
C/L POLE & BASE PLATE
ANCHOR
BOLT
510 510
360
360
BASE PLATE* TO BE
LOCATED SYM.
ABOUT C/L POST
PULL BOX
* *
1500
1500
TILED SIDEWALK
PULL BOX
* *
C/L OF ROADWAY
DIVIDER AT
BASE PLATE TO BE LOCATED SYM.
ABOUT C/L OF POLE
ANCHOR BOLT
2250
1500
2000
1000
1000
1350
4 WAY PVC CONDUIT CONCRETE ENCASED
(DIRECTION CHANGES ACCORDING TO LOCATION)
C/L
850
NOTE:
FOR ROADWAY DIVIDER WIDER THAN 1350 mm
CONTINUE CAST IN - SITU CURB WITH RADIUS
C/L OF POLE &
C/L OF BASE PLATE
5-32Ø
1500
1350
180
60
870
60
180
16Ø
1-32Ø
12Ø @ 200
1500 1500
WASHER
25Ø @ 200
(TYP)
TACK WELD
CONST. JOINT
350x250x70 KEY
400
1250
12Ø
@
200
SEE
SECTION
D-D
120 PVC
CONDUIT
* * *
FINISHED GRADE
20Ø
510 510
C/L POLE &
BASE PLATE
2-50 PVC CONDUIT
90° BEND
* * *
*
*
PULL BOX
80CL
(TYP)
4-56 ANCHOR BOLTS
WITH (3) CIRCULAR
*
WASHERS AND (2) REG
GROUT
R=300
2250
1125 1125
16Ø @ 200
16Ø @ 200
80CL
(TYP)
900
TACK WELD (TYP)
350x250x70 KEY
1750
850
1030
275
32Ø SEE
SEC. C-C
80CL
(TYP)
12Ø SEE
SEC. B-B & C-C
300
280
450
CONSTRUCTION JOINT
25Ø SEE SEC B-B (TYP)
PULL BOX
* * *
TOP OF ROADWAY
475
4-56 mm ANCHOR BOLTS WITH (3)
CIRCULAR WASHERS AND (2) REG
*
HEX NUTS EACH.
16 mm² BARE COPPER WIRE & ELECTRODE
FOR EARTHING, SEE ELECTRICAL SECTION
FOR EARTHING DETAILS.
650
180 60 410 610 60 180
GROUT
R = 30
5-32Ø
12Ø PVC CONDUIT
* * *
TOP OF CROSSWALK
C/L POLE
850
6-25Ø
EACH FACE
6-25Ø
32Ø
12Ø @ 200
1500
6 - 25Ø
1350
4
-
25Ø
12Ø @ 300
16 mm² BARE COPPER WIRE &
ELECTRODE FOR EARTHING,
SEE ELECTRICAL SECTION
20Ø
80CL
(TYP)
12Ø @ 200
C/L 30cm POST
510 510
4-32Ø
EACH FACE
INTERSECTION
R=1/2 MEDIAN WITH.
720
5-32Ø
EACH
FACE
16Ø TO LAP WITH 25Ø BELOW (TYP)
WASHER
HEX NUTS EACH.
80CL
(TYP)
32Ø
PLAN VIEW
PLAN VIEW
E
TCS-4
TCS-4
C
B
TCS-4
TCS-4
D
TCS-4
A
FOUNDATION TYPE "B"
SECTION A-A
A
TCS-4 SCALE NTS
FOUNDATION TYPE "A"
SECTION D-D
D
TCS-4 SCALE NTS
SECTION B-B
B
TCS-4 SCALE NTS
SECTION C-C
C
TCS-4 SCALE NTS
SECTION E-E
E
TCS-4 SCALE NTS
2. EARTHING RODS TO BE INSTALLED ON ALL TRAFFIC SIGNAL
3. * * LOCATION OF PULL BOX TO BE DETERMINED ON SITE BY
THE ENGINEER.
4. * * * ALL CONDUITS FROM FOUNDATION TYPE "B" SHALL ENTER
A PULL BOX TYPE IV UNLESS PULL BOX TYPE 1 IS WITHIN
POLES. (SEE SECTION A-A).
TRAFFIC CONTROL SYSTEM OF THE GENERAL SPECIFICATIONS.
7. ALL FOOTING SHALL BE PLACED ON AT LEAST ONE METRE OF
SUITABLE GRANULAR MATERIAL COMPACTED IN LAYERS TO AT
LEAST 95% OF ITS PROCTOR MAXIMUM DENSITY.
NOTED.
3.0m OF FOUNDATIONS.
STANDARD DRAWINGS
FOUNDATION TYPE DETAILS
TYPE A AND TYPE B
Sheet 1 of 2
TCS-4
.
.
.
. NTS
.
A1
6. FOR CONSTRUCTION SPECIFICATIONS REFER SECTION XVII
8. THE REINFORCEMENT SHOWN IS INDICATIVE ONLY
ADEQUATE REINFORCEMENT SHALL BE PROVIDED AS PER
THE DESIGN.
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

NOTE:
FOR ROADWAY DIVIDER
WIDER THAN 1350mm
CONTINUE CURB
AS SHOWN.
C/L OF POLE, BASE PLATE
AND DRILLED PIER
ANCHOR BOLT
PULL BOX **
ABOUT C/L OF POLE.
AND DRILLED PIER
ANCHOR BOLT
PULL BOX
BASE PLATE
FINISHED GRADE
12Ø PVC
CONDUIT***
2-50Ø PVC CONDUIT
90° BEND***
***PULL BOX
TACK WELD (TYP)
12 * SPIRAL @150 PITCH
3 HOOPS MIN.
TOP & BOT.
WASHERS
18-25Ø
4-56Ø ANCHOR BOLTS WITH (3)
CIRCULAR WASHERS AND (2) REG
HEX NUTS EACH.
16mm² BARE COPER WIRE AND ELECTRODE
FOR EARTHING. SEE ELECTRICAL SECTION
4-56Ø ANCHOR BOLTS
WITH (3) CIRCULAR WASHERS
AND (2) REG HEX NUTS EACH.
16Ø TO LAP WITH
25Ø BELOW (TYP)
12Ø SPIRAL @150
PITCH
3 HOOPS MIN.
TOP & BOT.
12Ø SEE SECTION F-F
& E-E
32Ø SEE SEC F-F
300x300x70 KEY
WASHERS
18-25Ø
TOP OF CROSSWALK
TOP OF ROADWAY
TILED SIDEWALK
12Ø @200
16Ø
1-32Ø
16mm² BARE COPER WIRE AND ELECTRODE
FOR EARTHING. SEE ELECTRICAL SECTION
GROUT
GROUT
TACK WELD (TYP)
CONSTRUCTION JOINT
***2-50Ø PVC CONDUIT
25Ø SEE SECT. E-E (TYP.)
5-32Ø
C/L OF POLE, AND
DRILLED PIER
12Ø @ 150 PITCH
PULL BOX
14Ø @300
32Ø
12Ø @200
EACH FACE
80 CL
80CL (MIN)
8
0
C
L
18-25Ø
180
180
80
CL(MIN)
610
410
850
650
450
280
300
1030
3200
850
2730
20
2730
4200
1000
1000
6-25Ø
6-25Ø
4-25Ø
1350
1500
5-32Ø
870
180
1350
1500
850
1350
1500
180
FINISHED GRADE
80
CL(MIN)
60
60
C/L OF POLE
**
**
R=300
12Ø PVC CONDUIT
***
60
60
PLAN VIEW
PLAN VIEW
FOUNDATION TYPE 'C' FOUNDATION TYPE 'D'
(IN MEDIAN)
TCS-5
B
TCS-5
C
E
TCS-5
F
TCS-5
D
TCS-5
D
TCS-5
SECTION F-F
F
TCS-5 SCALE NTS
SECTION E-E
E
TCS-5 SCALE NTS
SECTION D-D
D
TCS-5 SCALE NTS
SECTION C-C
D
TCS-5 SCALE NTS
SECTION B-B
B
TCS-5 SCALE NTS
2. LOCATION OF PULL BOX TO BE DETERMINED ON SITE BY THE
3. ALL CONDUITS FROM FOUNDATION TYPE " C & D " SHALL
ENTER A PULL BOX TYPE IV UNLESS PULL BOX TYPE-1 IS
WITHIN 3.0m OF FOUNDATIONS.
NOTED.
ENGINEER.
STANDARD DRAWINGS
FOUNDATION TYPE DETAILS
TYPE 'C' & 'D'
Sheet 2 of 2
TCS-5
.
.
.
. NTS
.
A1
6 .THE REINFORCEMENT SHOWN IS INDICATIVE ONLY
THE DESIGN.
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

3000
5-32Ø
1350
60
870
60
180
180
1-32 Ø
12 Ø @ 200
16 Ø
3000
1350
6-25
Ø
6-25Ø
12 Ø @ 200
32 Ø
12 Ø @ 200
450
280
1150
675
675
180
60
870
60
180
C/L OF POLE
56Ø BOLT
16Ø MK9
12Ø MK7
12Ø MK7
25Ø MK1
25Ø MK6
32Ø MK5
8
0
C
L
.
8
0
C
L
.
C/L POLE, AND
DRILLED PIER
25Ø
25Ø
12 Ø @ 150 PITCH
12 Ø @ 150 PITCH
1350
850 850
1300
AND DRILLED PIER
ANCHOR BOLT
ABOUT C/L OF POLE
C/L POLE C/L POLE
850 1300 850
180 60 610 60 180
200
16mm² BARE COPPER WIRE AND
ELECTRODE FOR EARTHING.
SEE ELECTRICAL SECTION FOR
4-56 Ø ANCHOR BOLTS
WIYH (3) CIRCULAR WASHERS
AND (2) REG HEX NUTS EACH
16 Ø TO LAP WITH
25 Ø BELOW (TYP)
GROUT
5-32Ø
* * * 12Ø PVC CONDUIT
* * PULL BOX
R = 300
2730
25Ø SEE SECT. E-E (TYP)
* * * 2-50Ø PVC CONDUIT
CONSTRUCTION JOINT
TACK WELD (TYP)
18-25Ø
WASHERS
300x300x70 KEY
12 Ø SEE
SEC. F-F & E-E
32 Ø SEE
SEC. F-F
12 Ø SPIRAL
@ 150 PITCH
3 HOOPS MIN.
TOP & BOT.
80CL
(TYP)
80CL
(MIN.)
1000 1000
3200
850
1030
300
280
450
1300
1000
6-25Ø
EACH FACE
1880
32Ø MK8
610
3000
PLAN VIEW
TCS-6
C
F
TCS-6
D
TCS-6
E
TCS-6
B
TCS-6
SECTION B-B
B
TCS-6 SCALE NTS
SECTION E-E
E
TCS-6 SCALE NTS
SECTION C-C
C
TCS-6 SCALE NTS
SECTION F-F
F
TCS-6 SCALE NTS
SECTION D-D
D
TCS-6 SCALE NTS
SCALE: NTS
EARTHING DETAILS.
2. EARTHING RODS TO BE INSTALLED ON ALL TRAFFIC SIGNAL
3. * * LOCATION OF PULL BOX TO BE DETERMINED ON SITE BY
THE ENGINEER.
4. * * * ALL CONDUITS FROM FOUNDATION TYPE " C " & " D "
SHALL BE TRAFFIC SIGNAL POLE A PULL BOX TYPE IV
UNLESS PULL BOX TYPE 1 IS WITHIN 3.0m OF FOUNDATIONS.
NOTED.
POLES.
STANDARD DRAWINGS
TRAFFIC SIGNAL DETAILS
TRAFFIC SIGNAL POLE DOUBLE FOUNDATION
TCS-6
.
.
.
. NTS
.
A1
7. THE REINFORCEMENT SHOWN IS INDICATIVE ONLY
THE DESIGN.
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

200
3460
HEX.SCREW, M10X20
T=12 Fe 44 COLD WORKED
300 X 80 DOOR FLUSH
PLATE SHALL BE ULTRASONICALLY
TESTED TO AVOID LAMINATION
ANGLE OF ARM
TO BE DETERMINED
ACCORDING TO
INTERSECTION LAYOUT
6mm
12mm
12mm DEEP PENETRATION WELD
ULTRASONICALLY TESTED
5
12
DEEP PENETRATION
WELD, ULTRASONICALLY
TESTED
6mm SLEEVE
HEX.SCREW, M10X20
NEOPRENE SEAL
STEEL STRIP TO HOLD CAP
3
DIA.
6000
3660
300
230
5°
90
Ø
(MIN.)
12000 (MAX.)
230 DIA
230
300Ø
460
80
150
150
80
550
175 175 100
65Ø
.
600
55
230Ø
270
240
300
80
DOOR DETAIL
SIGNAL POLE TUBE END
MAST ARM TUBE END
1
TSC-7
DETAIL - 1
1
TCS-7 SCALE NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
CABLE SUPPORTING HOOK
STEEL STRIP TO HOLD CAP
NOTED.
STANDARD DRAWINGS
POLE & MAST ARM ASSEMBLY
TCS-7
.
.
.
. NTS
.
A1
PROJECT
TITLE
REVISIONS
No. APP'D DATE
APPROVED
CLIENT
NOTES:
CHECKED
DRAWN
SIZE
DATE
SCALE
DWG.
No. No.
DRAWING TITLE

Dewa std Standard-Drawings-PART-1.pdf

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