SUPPLEMENTAL STANDARDS FOR TRAFFIC SIGNAL AND STREET LIGHTING (STS) STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 188 DRAWINGS FOR TRAFFIC SIGNAL AND STREET LIGHTING (STS) Volume 3 of the Ontario Provincial Standard Drawings (OPSD), and the current City of London Standard Drawings, are amended as follows: Superseded / Deleted Amended / New / Current C.O.L. Dated Title of DWG C.O.L. Dated Title of DWG STS-1.01 2009-01-22 Duct Installation at Utility Crossing STS-1.02 2009-01-16 Duct Installation in Existing Paved Area STS-1.03 2009-01-22 Underground Rigid Duct Connection at Concrete Structure STS-1.04 2009-01-22 Electrical Vaults Entry of Encased Ducts STS-1.05 2009-01-22 Electrical Handholes General Installation Requirements STS-1.06 2009-01-22 Electrical Handholes Entry of Direct Buried and Encased Ducts STS-1.07 2014-08-18 Prefabricated Service Box Assemblies STS-1.07 2017-11-02 Prefabricated Service Box Assemblies STS-1.08 2010-09-07 Typical Loop and Street Lighting Junction Box STS-1.08 2014-08-18 Typical Loop and Street Lighting Junction Box STS-1.09 2009-01-22 Electrical Handhole Precast Concrete – 600 x 600 mm 2009-01-22 Typical Traffic Island Handhole / Service Box Installation STS-1.10 2017-11-02 Typical Traffic Island Handhole / Service Box Installation STS-1.11 2009-01-22 Electrical Handhole Installation in Slope STS-1.12 2011-09-26 Typical Duct Configuration STS-1.12 2014-08-18 Typical Duct Configuration
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SUPPLEMENTAL STANDARDS FOR TRAFFIC SIGNAL AND STREET LIGHTING (STS)
STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 188
DRAWINGS FOR TRAFFIC SIGNAL AND STREET LIGHTING (STS)
Volume 3 of the Ontario Provincial Standard Drawings (OPSD), and the current City of London
Standard Drawings, are amended as follows:
Superseded / Deleted Amended / New / Current
C.O.L. Dated Title of DWG C.O.L. Dated Title of DWG
STS-1.01 2009-01-22
Duct Installation at Utility
Crossing
STS-1.02 2009-01-16 Duct Installation in Existing
Paved Area
STS-1.03 2009-01-22
Underground Rigid Duct
Connection at Concrete
Structure
STS-1.04 2009-01-22 Electrical Vaults Entry of
Encased Ducts
STS-1.05 2009-01-22 Electrical Handholes General
Installation Requirements
STS-1.06 2009-01-22
Electrical Handholes Entry of
Direct Buried and Encased
Ducts
STS-1.07 2014-08-18 Prefabricated Service Box
Assemblies STS-1.07 2017-11-02
Prefabricated Service Box
Assemblies
STS-1.08 2010-09-07 Typical Loop and Street
Lighting Junction Box STS-1.08 2014-08-18
Typical Loop and Street Lighting
Junction Box
STS-1.09 2009-01-22 Electrical Handhole Precast
Concrete – 600 x 600 mm
2009-01-22
Typical Traffic Island
Handhole / Service Box
Installation
STS-1.10 2017-11-02 Typical Traffic Island Handhole /
SUPPLEMENTAL STANDARDS FOR TRAFFIC SIGNAL AND STREET LIGHTING (STS)
STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 189
Superseded / Deleted Amended / New / Current
C.O.L. Dated Title of DWG C.O.L. Dated Title of DWG
2009-10-16
Typical Traffic Signal
Wiring Details Two to Eight
Phase Systems
STS-2.01 2017-11-02
Typical Traffic Signal Wiring
Details Two to Eight Phase
Systems
STS-2.02 2009-10-16 Cable Assignment for
Traffic Signal Control STS-2.02 2017-11-02
Cable Assignment for Traffic
Signal Control
STS-2.03 2009-10-16 Traffic Signal Equipment – Pole
Wiring Diagram
STS-2.04 2011-09-28 Traffic Cabinet Layout
STS-3.01 2014-08-18
Supply Control Cabinet
Installation Overhead
Services Bottom Entry
STS-3.01 2017-11-02
Supply Control Cabinet
Installation Overhead Services
Bottom Entry
STS-3.02 2009-01-22 Supply Control Cabinet
Assembly Type 3S, MTO
STS-3.03 2009-10-16
Supply Control Cabinet
Assembly Type 3S Equipment
List
STS-3.04 2010-09-07 Supply Control Cabinet
Assembly Type 3S Enclosure
STS-3.05 2009-01-22
Supply Control Cabinet
Assembly Type 3S Dead Front
Panel
STS-3.06 2009-01-22 Supply Control Cabinet
Assembly Type 3S Door Latch
STS-3.07 2009-01-22 Supply Control Cabinet
Assembly Type 3S
Instrument Layout
STS-3.07 2012-08-09 Supply Control Cabinet
Assembly Type 3S Instrument
Layout
STS-3.08 2009-01-22
LS3M Supply Control Cabinet
Assembly Type 3M 120/240V,
100A, 1 Phase, 3 Wire
STS-3.09 2009-10-16
LS3M Supply Control Cabinet
Assembly Type 3M Equipment
List
SUPPLEMENTAL STANDARDS FOR TRAFFIC SIGNAL AND STREET LIGHTING (STS)
STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 190
Superseded / Deleted Amended / New / Current
C.O.L. Dated Title of DWG C.O.L. Dated Title of DWG
STS-3.10 2010-09-07 LS3M Supply Control Cabinet
Assembly Type 3M Enclosure
STS-3.11 2009-01-22
LS3M Supply Control Cabinet
Assembly Type 3M Dead Front
Panel
STS-3.12 2009-01-22 LS3M Supply Control Cabinet
Assembly Type 3M Door Latch
STS-3.13 2009-01-22
LS3M Supply Control Cabinet
Assembly Type 3M Instrument
Layout
STS-3.13 2009-01-22
LS3M Supply Control Cabinet
Assembly Type 3M Instrument
Layout
STS-3.14 2011-09-26
Power Supply (27”)
Pedestal and Base
Assembly
STS-3.14 2017-11-02 Power Supply (27”) Pedestal
and Base Assembly
STS-3.15 2010-09-07
Power Supply (42”)
Pedestal and Base
Assembly
STS-3.15 2017-11-02 Power Supply (42”) Pedestal
and Base Assembly
STS-3.16 2015-02-03 Residential Street Light Power
Disconnect Location
STS-4.01 2009-01-22 Aluminum Traffic Signal
Pole Base Mounted STS-4.01 2014-08-18
Aluminum Traffic Signal Pole
Base Mounted
STS-4.02 2009-01-22
Aluminum Combination
and Streetlight Pole Base
Mounted
STS-4.02 2017-11-02 Aluminum Combination and
Streetlight Pole Base Mounted
STS-4.03 2009-01-22 Steel Pole, Base Mounted
STS-4.04 2009-01-22 Pedestrian Pushbutton
Pole STS-4.04 2014-08-18 Pedestrian Pushbutton Pole
STS-4.05 2009-01-22 Pole Mounting Details for
Base Mounted Metal Pole STS-4.05 2017-11-03
Pole Mounting Details for Base
Mounted Metal Pole
SUPPLEMENTAL STANDARDS FOR TRAFFIC SIGNAL AND STREET LIGHTING (STS)
STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 191
Superseded / Deleted Amended / New / Current
C.O.L. Dated Title of DWG C.O.L. Dated Title of DWG
STS-4.06 2009-01-22 Metal Lighting Pole Base
Mounted
STS-5.01 2009-01-22 Concrete Footing for Base
Mounted Pole
STS-5.02 2014-08-18 Concrete Footing for Base
Mounted Pole STS-5.02 2017-11-03
Concrete Footing for Base
Mounted Pole
STS-5.03 2010-09-07 Anchorage Assembly
STS-5.04 2009-01-22 Local Grading at Pole
Foundations STS-5.04 2014-08-18
Local Grading at Pole
Foundations
STS-5.05 2009-01-22 Installation of Direct Buried
Poles in Slopes
STS-6.01 2014-08-18 M.1 Controller Cabinet
Base Detail STS-6.01 2017-11-03
M1 Controller Cabinet Base
Detail
STS-6.02
Sheet 1 2015-11-02
M1 Controller Cabinet and
UPS Cabinet Base Detail
STS-6.02
Sheet 1 2017-11-03
M1 Controller Cabinet and UPS
Cabinet Base Detail
STS-6.02
sheet2 2015-11-02
M1 Controller Cabinet and
UPS Cabinet Base Detail
STS-6.02
sheet2 2017-11-03
M1 Controller Cabinet and UPS
Cabinet Base Detail
STS-6.03 2016-01-05 UPS Cabinet Base Detail
STS-7.01 2010-09-07 Traffic Signal Hanger Details
STS-7.02 2008-10-23
Adjustable Offset
Plumbizer Signal Head
Hanger (IPS Signals)
STS-7.02 2014-08-18
Adjustable Offset Plumbizer
Signal Head Hanger (IPS
Signals)
STS-7.03 2008-10-23 Double Signal Mounting
Bracket (IPS Signals) STS-7.03 2014-08-18
Double Signal Mounting Bracket
(IPS Signals)
STS-7.04 2009-01-22
Traffic Signal Double Arm
Bracket
STS-7.05 2009-01-22
Single Member Arm and Signal
Head
SUPPLEMENTAL STANDARDS FOR TRAFFIC SIGNAL AND STREET LIGHTING (STS)
STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 192
Superseded / Deleted Amended / New / Current
C.O.L. Dated Title of DWG C.O.L. Dated Title of DWG
STS-7.06 2009-10-16
Traffic Signal Pedestrian
Head and Pushbutton
Mounted on Pole
STS-7.06 2014-08-18
Traffic Signal Pedestrian Head
and Pushbutton Mounted on
Pole
STS-8.01 2009-01-22
Flasher Beacon and
Downlight for Roadway
Sign and Wiring Diagram
STS-8.01 2014-08-18
Flasher Beacon and Downlight
for Roadway Sign and Wiring
Diagram
STS-8.02 2009-01-22
Flasher Beacon for
Roadway Sign and Wiring
Diagram
STS-8.02 2014-08-18 Flasher Beacon for Roadway
Sign and Wiring Diagram
STS-8.03 2009-01-22
Flasher Beacon for Roadway
Sign and Wiring Diagram
STS-9.0 2014-08-18 Typical Loop Layout
STS-9.01 2009-01-22 Prefabricated Detector Loop
STS-9.02 2009-01-22
Loop Detector Installation
Details
STS-9.03 2009-01-22
Loop Detector Installation
Details II
STS-9.04 2011-09-26 Splice for Low and Extra
Low Voltage Cables STS-9.04 2014-08-18
Splice for Low and Extra Low
Voltage Cables
STS-9.05 2011-09-26 2 Wire Navigator Push
Button Station (PBS) STS-9.05 2014-08-18
2 Wire Navigator Push Button
Station (PBS)
STS-9.06 2011-09-26 Polara/Campbell Pushbutton
with Latching LED
STS-9.07
L/R 2009-10-16
Pedestrian Crossing
Information Sign
STS-9.07
L/R 2014-08-18
Pedestrian Crossing Information
Sign
STS-9.08 2009-01-22
Pedestrian Crossing
Information Sign at Non-
Actuated Signals
STS-9.08 2014-08-18 Pedestrian Crossing Information
Sign at Non-Actuated Signals
STS-9.09
L/R 2009-10-16
Pedestrian Crossing
Information Sign for
Countdown Signals
STS-9.09
L/R 2014-08-18
Pedestrian Crossing Information
Sign for Countdown Signals
SUPPLEMENTAL STANDARDS FOR TRAFFIC SIGNAL AND STREET LIGHTING (STS)
STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 193
Superseded / Deleted Amended / New / Current
C.O.L. Dated Title of DWG C.O.L. Dated Title of DWG
STS-9.10 2009-01-22
Pedestrian Crossing
Information Sign for
Countdown Signals at
Non-Actuated Locations
STS-9.10 2014-08-18
Pedestrian Crossing Information
Sign for Countdown Signals at
Non-Actuated Locations
STS-9.11 2010-09-07 ‘3M’ Optical Pre-Emption
Detector Head STS-9.11 2017-11-02
‘3M’ Optical Pre-Emption
Detector Head
STS-10.1 2011-09-26
Decorative Downtown
Concrete Pedestrian Pole,
Base Mounted (4.6m)
STS-10.1 2012-08-09
Decorative Downtown Concrete
Pedestrian Pole, Base Mounted
(4.6m)
STS-
10.02 2011-09-26
Decorative Downtown
Concrete Pedestrian Pole –
Direct Buried (4.6m)
STS-
10.02 2012-08-09
Decorative Downtown Concrete
Pedestrian Pole – Direct Buried
(4.6m)
STS-
10.03 2012-08-09
Decorative Downtown
Concrete Pedestrian Pole
STS-
10.03 2017-11-06
Decorative Downtown Concrete
Pedestrian Pole
STS-
10.04 2011-09-26
Decorative Downtown
Concrete Pole, Base
Mounted (7.6m)
STS-
10.04 2012-08-09
Decorative Downtown Concrete
Pole, Base Mounted (7.6m)
STS-
10.05 2011-09-26
Decorative Downtown
Concrete Pole, Direct
Buried (7.6m)
STS-
10.05 2012-08-09
Decorative Downtown Concrete
Pole, Direct Buried (7.6m)
STS-
10.06 2012-08-09
Decorative Downtown
Concrete Pole
STS-
10.06 2017-11-06
Decorative Downtown Concrete
Pole
STS-
10.07
Decorative Downtown
Concrete Pole in Centre
Median Island
STS-
10.07 2012-08-09 Decorative Downtown Concrete
Pole in Centre Median Island
STS-
10.08 2009-01-22
Decorative Direct Buried Pole
Layout (typ.)
STS-
10.09 2009-01-22
Downtown Pole Wiring Diagram
120V System
STS-
10.10 2009-01-22
Decorative Concrete Residential
Pole
2017-11-07
SUPPLEMENTAL STANDARDS FOR TRAFFIC SIGNAL AND STREET LIGHTING (STS)
STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 194
Superseded / Deleted Amended / New / Current
C.O.L. Dated Title of DWG C.O.L. Dated Title of DWG
STS-
10.11 2009-01-22
Ornamental Residential Pole
with Post Top Luminaire
STS-
11.01 2012-08-23
Sidewalk Ramp Locations
at New Signalized
Intersections
STS-
11.01 2014-08-14
Sidewalk Ramp Locations at
New Signalized Intersections
STS-
11.02 2012-08-23
Sidewalk Ramp Locations
at New Signalized
Intersections
STS-
11.02 2014-08-18
Sidewalk Ramp Locations at
New Signalized Intersections
STS-
11.03 2012-08-23
Sidewalk Ramp Locations
at New Signalized
Intersections
STS-
11.03 2014-08-18
Sidewalk Ramp Locations at
New Signalized Intersections
STS-
11.04 2012-08-23
Sidewalk Ramp Locations
at New Signalized
Intersections
STS-
11.04 2014-08-18
Sidewalk Ramp Locations at
New Signalized Intersections
STS-
11.05 2012-08-23
Sidewalk Ramp Locations
at New Signalized
Intersections
STS-
11.05 2014-08-18
Sidewalk Ramp Locations at
New Signalized Intersections
STS-
11.06 2012-08-23
Tactile Plate Location
Details and Cross Sections
STS-
11.06 2012-08-23
Tactile Plate Location Details
and Cross Sections
STS-
11.07 2012-08-23
Tactile Plate – Island Locations
and Cross Sections
STS-
11.08 2012-08-23
Tactile Plate Details and
Sections
STS-
11.08
2012-08-23 Tactile Plate Details and
Sections
STS-
11.09
2014-08-18 Tactile Plate Layout
STS-
11.09
2015-02-26
Tactile Plate Layout
STS-
11.05 2012-08-23
Sidewalk Ramp Locations
at New Signalized
Intersections
STS-
11.05 2014-08-18
Sidewalk Ramp Locations at
New Signalized Intersections
2012-08-23 Tactile Plate Location
Details and Cross Sections
STS-
11.06 2012-08-23
Tactile Plate Location Details
and Cross Sections
SUPPLEMENTAL STANDARDS FOR TRAFFIC SIGNAL AND STREET LIGHTING (STS)
STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 195
Superseded / Deleted Amended / New / Current
C.O.L. Dated Title of DWG C.O.L. Dated Title of DWG
STS-11.06 STS-
11.07 2012-08-23
Tactile Plate – Island Locations
and Cross Sections
STS-
11.08 2012-08-23
Tactile Plate Details and
Sections STS-
11.08
2012-08-23 Tactile Plate Details and
Sections
STS-
11.09
2014-08-18 Tactile Plate Layout STS-
11.09
2015-02-26 Tactile Plate Layout
600mm min--
Duct or outer edge ~..__L_..~of conc encasement/~qT~...
Loose J ~’’/"styrofoam fillTyp.
-- Utility depth
~th of
--150 duct orencase duct
CROSSING OVER UTILITY
600mm min-
x:
-- Utility depth
CROSSING OVER CONCRETEENCASED UTILITY
150--Dia/3 - ~
Slope to avoid low pointwhere elevations permit
Finished grade
EE 150--- l"-
Slope to avoid low pointwhere elevations permit
EE
CROSSING UNDER UTILITY CROSSING UNDER CONCRETEENCASED UTILITY
NOTES:A The required clearance ’x’ between the utility
and the ducts or concrete encasement is:,UTILITY ’x mm min
Ducts, DirectBuried or 100EncasedAll other pipes .300High Voltage cables 500All other cables .300
B Trench widths shall be kept to theminimum required for working space.Manual excavation and backfill methodsshall be used, with the utility supportedin place where required, where crossingunder a utility is necessary.
C All dimensions are in millimetres ormetres unless otherwise shown.
CITY OF LONDON STANDARD DRAWING
DWG STS-I.01
DUCT INSTALLATION AT UTILITY CROSSINGDATE 200~-1-22 ~o APPROVED BY
~CITY ENGINEER
~----Rigid duct coupling where applicable
4oo-~o o o,~1
r~--~---1 9 o o o~
Styrofoam bedding
I
-- Concrete structure SECTION A-ANote 1
¯ ¯
¯
PLAN
!~100 ~1 50 I"[ kRigid duct
12mm thick x 250mm longneoprene sleevec/w 4 stainless steelband straps
DETAIL AWOBBLE JOINT
NOTES:1. Concrete structures include bridge structure, concrete footing,
electrical maintenance hole, concrete duct bank, concrete vault, etc.2. For number, sizes and orientation of ducts refer to contract
drawings.A. All dimensions are in millimetres unless otherwise shown.
CITY OF LONDON STANDARD DRAWINGUNDERGROUND RIGID DUCT CONNECTION
DATE 2009_1_22o~<,~ APPROVED BY-QTY ENGINEER ~- -"
Finished grade
r
EE
Handhole
RPVC Couplings
-- Rigid duct
19mm clear crushed stonedrainage pocket and foundation
Duct entryhole Typ,Note 1
Note 2
x
~le Joint
5" deflection -7couplings to/suit ~
Rigid duct
NOTES:1 Duct entry holes to be filled with grout, full depth, flush with both walls.2 Rigid ducts terminating in maintenance holes, handholes, or other permanent
openings of underground systems shall be provided with an end bell. Rigid ducts entering thebottom of handholes shall be fitted with RPVC coupling.
A For installation details see STS-1.05.B All dimensions are in millimetres unless otherwise shown.
CITY OF LONDON STANDARD DRAWING
DWG STS-I.06
ELECTRICAL HANDHOLESENTRY OF DIRECT BURIED AND ENCASED DUCTS
DATE 200g-~-22-~, APPROVED BY~:~TY ENeNEER ~%
Concr(.~ete~encasement
NOTES:
1. TOP OF SERVICE BOX SHALL BE LEVEL TO CONFORM TO FINISHED GRADE.
2. ALL DUCTS USED IN OPEN CUT INSTALLATION TO BE RIGID PVC CONDUITS.
3. END OF ALL DUCTS MUST BE CAPPED UNTIL WIRES PULLED.
4. BACKFILL UNDER ROAD AND IN ISLAND TO BE GRANULAR.
5. BACKFILL IN BOULEVARD TO BE SELECTED EXCAVATED MATERIAL AS SPECIFIED IN SPECIFICATIONS.6. ALL DUCTS MUST BE FREE AND CLEAR OF ALL DEBRIS AND OBSTRUCTIONS (DIRT, STONE, Etc.)7. CONTRACTOR TO SUPPLY AND PLACE 5mm POLYPROPYLENE FISH ROPE IN ALL DUCTS.
8. CONTRACTOR TO SUPPLY AND INSTALL GROUND ROD/PLATE AND CONNECTOR IN ALL NEW SERVICEINDICATED IN CONTRACT.
9. END OF ALL DUCTS MUST HAVE RPVC COUPLINGS INSTALLED.
10. 75mm INSPECTION CONDUIT REQUIRED FOR GROUND ROD/PLATE CONNECTION OUTSIDE OF HANDHOLE.11. SERVICE BOXES AND COVERS SHALL MEET ANSI/SCTE77—2007 TIER 15 LOAD RATING.12. ALL SERVICE BOXES SHALL HAVE SELF TAPPING STAINLESS STEEL HEX BOLTS WITH WASHERS AND GROMMETS.13. FOR APPROVED MANUFACTURES SEE APPROVED MANUFACTURES LIST IN SUPPLEMENTAL STANDARDS DOCUMENT.
CTY OP LONDON STANDARD DRAWNC
PREFABRICATED SERVICE BOX ASSEMBLIES
DWO DATE ,-IAPPROVED BYSIS— 1.07 2017—1 l—O2d6CITY ENCINEER—7’/
SERVICE BOX AND COVER ASSEMBLY(FLARED WALL MAY BE USED)
BACKFILL WITH NATIVEMATERIAL IN BOULEVARDS —
GRAN. ‘A’ UNDER IDEWALKS
3—75mm RIGID(TYP.)
— 3—75mm RIGID PVC DUCT(TYP.)
COMPRESSION CONNECTIONTO SYSTEM GROUND
75mm INSPECTIONCONDUIT
-3—75mm RIGIDPVC DUCT (TYP.) /
WITH
OLRWHEQUIREDMOULDEDT’PE CONNECTION600mmX600mmXlOmm HOT DIPPEDGALVANIZED GROUND PLATE WHERE REQUIRED
RIDIG PVC SWEEPCOUPLING
APPROVEDSIZES
3O5X305330610432X762610X905
SECTION A—A
BOXES WHERE
NOTES:
A. BOXES SHALL BE STACKABLE CONCRETE COMPOSITE 1(PE ONLY.B. BOXES AND COVER SHALL MEET ANSI/SCIE 77—2007 TIER 15 LOAD RATINC.
CITY OF LONDON STANDARD DRAWINGTYPICAL LOOP AND STREET LIGHTING
JUNCTION BOXDATE -cl APPROVED BY ii —_2014-08-16 I CITY ENGINEER
SELF TAPPINGSTAINLESS STEELHEX HEAD BOLTW/ WASHER ANDGROMMET (4)
COVER PLATE
TYPICAL JUNCTION BOX
DWG S1S—1.08
"-150--
900
,I
EE --150 ---
PLAN
SECTION A-A
~Finished grade
Frame with cover OPSD-401.010, Type A, orOPSD-401.030 if the handhole is in a paved shoulder
’;:;"~"~’~~ l Omm min 75mm maxcement mortar for adjustment
" "
F Precast concrete
F 125mm dia holes for duct entry,...... 4 required, Note 1
~ WWF circular steel 250mm2/m
NOTES:1 For duct installation details see STS-I.05.A For general installation details see STS-I.04.B All dimensions are in millimetres unless otherwise
shown.
CITY
DWG STS-I.09 IDATE
OF LONDON STANDARD DRAWING
ELECTRICAL HANDHOLEPRECAST CONCRETE - 600 X 600ram
¢LAPPROVED BY200~-1-22 ~ CITY ENGINEER "~~-""
3. HANDHOLE MAY IN CERTAIN CASES BE PLACED IN FRONT OF POLE BASE (APPROVAL REQUIRED BY TRAFFIC SIGNAL TECHNOLOGIST)
4. CENTRE OF SIGNAL POLE SHALL NOT EXCEED 5.Om FROM THE CONCRETE BULL NOSE OR BE LESS THAN 3.Om FROM CONCRETE BULL NOSE(APPROVAL REQUIRED FROM TRAFFIC SIGNAL TECHNOLOGIST IF OUTSIDE OF THESE DIMENSIONS)
CTY OF LONDON STANDARD DRAWNC
TYPICAL TRAFHC MEDIAN ISLANDHANDHOLE / POLE INSTALLATION
~ " of pevement ¯koc~l redan2 Top elewt’on of hendholesh~ll be meesured from the - Note ] -~ ~. . /hi~hest ~rede elevetion. ~ bn~m~er/
Boulewrd I / ....I ............Roadway n
I I I 1300mm
A All dimensions are in: ~]
millimetres or metresunless otherwise shown. HANDHOLE ADJACENT TO SIDEWALK
CITY OF LONDON STANDARD DRA~NG
ELECTRICAL HANDHOLEINSTALLATION IN SLOPE
TRAFFIC SCNAL POLECONNECTED TO HH BY 2—l5trmRIGID PVC TYP.(ADDITIONAL CONDUIT MAY BEREQUIRED FOR STREETLIGHITNG
ELECTRICAL HANOI-IDLE
3 x 75 RIGIDP.V.C. CONDUIT
NO GROUND RODIN CABINET
1—50 RIGIDPVC CONDUIT FORLOOPS
2—50 RIGID PVC
2—75(TYP. IYELLOW
RH
DUCT COLOUR CODING(SPRAY PAINT DUCT ENDS I
DUCT CROSSINGS:
NORTH/SOUTH
EAST/WEST
TO POLES
TO CCNTRDLLER
5 DUCTS INTO Ml BASE ITYP. I
G00BACK00
CITY OF LONDON STANDARD DRAWING
TYPICAL DUCT CONFIGURATION
II
1<1 I-tJIH
II IIH
CITY OF LONDON STANDARD DRAWINC
TYPICAL TRAFFIC SIGNAL WIRING DETAILSIWO TO EIGHT PHASE SYSTEMS
DWO STS—2.O] I DATE APPROVED BYI 2017—11—0 CITY ENCINEER.._-?79cL
I SW4 I I SA4 I I SA2 I I SS2 I I SP2 I I SW2 I
IcMsHcds_IILss II tvs IIvsIIMsI
(J
Con dCable Colour/Mark Cable Group 1 Cable Group 2
1 White Neutral Neutral2 Black Spare Spare3 Orange Spare Spare4 Red/Red One Main Rd. Red F2 or F6 Main Rd. Red F2 or F65 Red/Red Two Side Rd. Red F4 or F8 Side Rd. Red F4 or F8
12 /0 6 Red/Red Three Left Turn Red El ,3,5 or 7 Left Turn Red Fl ,3,5 or 7
#14 7 Yellow/Amber One Main Rd. Amber F2 or E6 Main Rd. Amber F2 or F6AWG 8 Yellow/Amber Two Side Rd. Amber F4 or F8 Side Rd. Amber E4 or F8
9 Yellow/Amber Three Left Turn AmberFl ,3,5 or 7 Left Turn AmberEl ,3,5 or 710 Blue/Green One Main Rd. Green F2 or F6 Main Rd. Green F2 or F61 1 Blue/Green Two Side Rd. Green F4 or E8 Side Rd. Green F4 or F812 Blue/Green Three Left Turn GreenEl ,3,5 or 7 Left Turn GreenFi ,3,5 or 7
1 White Neutral Neutral2 Red/Red 1 Main Rd. DW F2P or F6P Main Rd. DW F2P or F6P
7/C 3 Red/Red 2 Side Rd. DW F4P or F8P Side Rd. DW F4P or F8P#14 4 Yellow/Amber 1 Spare SpareAWG 5 Yellow/Amber 2 Spare Spare
6 Blue/Green 1 Main Rd. DW F2P or F6P Main Rd. DW F2P or F6P7 Blue/Green 2 Side Rd. DW F4P or F8P Side Rd. DW F4P or F8P
2/C #14 1 White Main Rd. F2PB or F6PB Main Rd. F2PB or F6PBAWG 2 Black Main Rd. F2PB or F6PB Main Rd. F2PB or F6PB
2/C #14 1 White Side Rd. F4PB or F8PB Side Rd. F4PB or F8PBAWG 2 Black Side Rd. F4PB or F8PB Side Rd. F4PB or F8PB
2/C #14 1 White Main Rd. F2PB or F6PB Main Rd. F2PB or F6PBAWG 2 Black Main Rd. F2PB or F6PB Main Rd. F2PB or F6PB
2/C #14 1 White Side Rd. F4PB or F8PB Side Rd. F4PB or F8PBAWG 2 Black Side Rd. F4PB or F8PB Side Rd. F4PB or F8PB
CITY OP LONDON STANDAPD DRAWING
CABLE ASSIGNMENT FOR TRAFFIC SIGNAL CONTROL
DWC STS—2.02 DATE JPPR0VED BY2O17—11—O”JipITy
ARE A F OR NAV I GATOR N,IODUL E
CONFL I CT N¡ON I TCR
SHËLF
AREA FOR CAN4ERAEOU IPNIENI IF NOROOIü IN DET RACK
DEÏ RACK
DETECTOR INPUTS TERMINAL STRJP
PHASE TERNIINAL
SEE DEÏAII
CONCREIE PAD
AREA FOR LATCHINGfuIODULE FOR PUSHBU T TONS(DRILL AND FIT TOPANEL )
TRAFF I C CABINET
ARTA FOR NAVIGATORINTERLOCK P.C.B.(DRILL AND FIT ÏOPANEL )
PHASE WI R I NG LABTL
CABLE T I TS
EXTENDER BASË
SILICONË SEALANT
CABINET DISCONNECT
SIL IC0NE SEAL/rNT
DUCT SEAL COI/POUND
2,, CONDUIT - RESERVEFOR POWER CABLE
COIL 1m OF EXCESS CABLTIN NEARBY HANDHOLD.
CONDUIT _ RESERVE FORPUSH BUÏTON. OPTICON/
DETECT I ONAND CAÑ/ERA
HOME RUN,CABL E S
NOTE:
I{RAP CONDUC]'OR TfGHTLY AROUND TERI.IINAL
SCREl{ IN A CLOCKWISE DIREC-TION
IERMINÀL SCRÉW
,rof
l\/AX.
l CONOUC TOR
CONDUCIOR SHEATH
DETAIL ,A,
-///r-
CITY OF LONDON STANDARD DRAWING
TRAFFIC CABINET LAYOUTf'DATE ¿vr
2011 09 2BAPPROVED BY 4, /,CITY ENGINEER rllßr-ð-*
,'r^L¡^^ú ñ-^..,i^^ À-^ õ^'1 ,l .l^ ^A
4,.1 E, AE ñ^i
Service entrance fitting, 50mm, rigid PVC
1 .Om coil of cable for connection to incoming supply
Photoelectric controller with bracket (if required)
Service entrance fitting, 25mm, rigid PVC (if requited)
3 No.12 AWG, low voltage cable (if requited)
Clamp for, 25mm, rigid PVC (if required)
Conduit, 25mm, rigid PVC (if required)
Reducing adapter, 50mm to 25mm, rigid PVC (if required)
Meter hub, 50mm, rigid PVC (if required)
Supply control cabinet
Terminal adapter and locknut, 20mm, rigid PVC
Terminal adapter and locknut, 50mm, rigid PVC
13 Conduit, 20mm, rigid PVC(first 1500mm from ground level of each
14 Conduit, 50mm, rigid PVC riser conduit to be covered with galvanizedsteel U—Guard)
Standard 90°elbow, 50mm, rigid PVC
Adapter coupling, 50mm
Conduit , 50mm, polyethylene or steel as indicated
Ground wire, Note 1
Cround rod, Note 1
Meter base, bOA, 600V
Expansion coupling.
Access fitting Type LB, 50mm rigid PVC
Clamp for, 50mm, rigid PVC
NOTES:
1 Number of ground rods and size of ground wireshall be as indicated in the contract.
A The meter base (if required) shall be bonded inconformance with the requirements of the Electrical SafetyAuthority. Meter base shall be placed on the side ofthe pole that is most accessible to the supply authority.
B All dimensions are in millimetres unless otherwise shown.
CTY OF LONDON STANDARD DRAWNO
SUPPLY CONTROL CABINET INSTALLATIONOVERHEAD SERVICES BOTTOM ENTRY
Denotes field wiring (sizes are indicatedelsewhere on the contract drawings.
~_////////2 Ground Bus.
NOTE:A: This standard is read in conjunction withSTSs 5.05, 5.04, 5.05, 5.06, 5.07 andMTOD-2440.061.B: All control wiring to be 12 AWG RWU90.C: Both cable guards extend beyond upperdeadfront by 15mm.
CITY OF LONDON STANDARD DRAWING
SUPPLY CONTROL CABINET ASSEMBLY TYPE 3S,120/240V, IOOA, 1-PHASE, 3-WIRE
I (’J,~PPROVED BYDWGsTs_3.02 DATE 2009-1-22 ~-1CITY ENGINEER ~ ~ "
MTO
COVER PLATE
NOTE 1 (TYP.)
Ð(o
IoN
_tNOTES:
1. All plotes sholl be the some size.
A. All dimensions ore in millimetres withtoleronces tJ unless otherwise shown.
Plon View
Cover PloteSide View
Detoil
HoleFor
Pod lockDio.
13
=-r2-u 455Fron t
455
1O-32ß/a Weld Studs
64 --H-32 H*rilT)loHole Pottern Typ.Top & Bottom
Bottom View
CITY OF LONDON STANDARD DRAWNG
SUPPLY CONTROL CABINET ASSEMBLY TYPE 35ENCLOSURE
APPRO\EDCIW ENGIN
l- 406" 1.
---- 146 ---"-
Front View Side View
~ 18 -~ ~- 205 - 1
42 -- - - ] - 43
Bottom View
o Deed Front ABack View oRetaining Screw
Detail I
, ~
Retaining Screwq,/Detail I
~152" _1._-I- 101~1_ 152-I- = = 28.6
406Side View
Front View
Botton View
Deed Front B
CITY OF LONDON STANDARD DRAWING
SUPPLY CONTROL CABINET ASSEMBLY TYPE 5SDEAD FRONT PANEL
DWG STS-3.05 DATE 2009-1-22 APPROVED BY-CITY ENGINEER
20
A. All dimensionsore in millimeterswith tolerences4-3 unlessotherwise shown.
Ground Stu~
424
CITY OF LONDON STANDARD DRAWING
SUPPLY
DWG STS-3.06 DATE
CONTROL CABINET ASSEMBLY TYPEDOOR LATCH
3S
NOTE:A. For wiring detoils ond bill of moteríol, referto STS-3.02 qnd STS-5.05.
CIW OF LONDON STANDARD DRAWNG
SUPPLY CONTROL CABINET ASSEMBLY TYPE 55INSTRUMENT LAYOUT
Dffi sls-¡.oz DAIE wtz-*.#' â'#tffiNEB;[ Å*rh^--
EQUIPMENT LAYOUT
~ DEAD FRONT ’A’
DEAD IRONT ’B’
~
ELECTRICAL EQUIPMENT LIST
SCHEMATIC WIRING DIAGRAMIncominq supply120/240 Volt
1024 x 38mm Stainlesssteel socket head cupscrew fully threoded
x “1” Hand/ Hole Opening
/ with Cover andGround Bar
,_Anchor base/ casting 356—T6
7 aluminum olloy
unless otherwise shown.ALUMINUM TRAFFC SIGNAL ARMS TO A MAXIMUM OF 4.6m AND 3.6m FOR 5.8m LD POLES AT 90’ALUMINUM TRAFFIC SIGNAL ARMS TO A MA)<IMUM OF 6.7m AND 6.7m FOR 5.8m HD POLES Al 90’
CITY OF LONDON STANDARD DRAWiNG
ALUMINUM TRAFFIC SIGNAL POLE BASE MOUNTEDDATE _c<1APpROVED BY
2014-08-18 ID1TY ENGINEER
__“c’.
Cast Aluminumtop cap
Rubber
HAND HOLE COVER
3mm AluminumPlate
4 Slots, “f”or studs
u1
ALUMINUM ALLOY BASE CASTINC
NOTES:A. All dimensions are in
millimetres or metres
______
POLE TABLE
°ole Bottom lop Bolt Bolt Stud/ Hand HandPOLE Length 0.0. O.D. Wall Circle Bolt Hole Hole
C KCH15 DECORATIVE CONCRETE POLE 4.6 760 1500 1200 100 4 1 180 560 300
C KCH25 DECORATIVE CONCRETE POLE 7.6 760 2150 2000 100 4 3 300 560 362
O Concrete shall be poured as one monolithic slab andformed, placed, vibrated, cured, finished andprotected in accordance with OPSS 904.
E Direction of conduit sleeve entry to be marked withindentotion on top of footing.
F All dimensions are in millimetres unless otherwiseshown.
G To be read in conjunction with STS—5.O1.
DWO SIS—5.02 DATE
CTY OP LONDON STANDARD DRAWNC
CONCRETE FOOTING FOR BASE MOUNTED POLE
1PPROVED BY2017—11—0 ThITY ENCINEE?11a
50mrir min, Typ 20mm thick plywood
4-fully threodedsquore heod studNote 2
8-steel hex nutNote 3
Note 5Plywoodtemplote
PLAN
8 - circu lo rf lot wosher
ELEVATION
o8mm dio strutTvp
1J struts not required in ossembly with bolt circlediometer less thon 406mm.
2 Studs sholl be foctory set in ferrule with preoppliedthreod locking compound
3 Assembly nuts sholl be shipped hond tight only4 Instruction sticker sholl be ottoched on top foce of
the wood templote.5 Plywood templote to be provided for occurote setting
of the onchoroge ossembly.A All dimensions ore in millimetres unless otherwise
shownB Assembly to be monufoctured by ACROW RICHIVOND or
opproved equivolent to meet current OPSS 61 6.C All steel components sholl be hot dip golvonized in
occordonce with CSA siondords G-164M.
DETAIL A
INSÏRUCTIONS:'I Do not remove studs from threoded ferrules.2 Ploce onchoroge in footing with wood templote
over f ormwork.3 Tie onchoroge to steel in footing.4 Tie ducts to onchoroge.5 Level onchoroge in oll directions with
o corpenter's level ond secure in the levelposition prior to pouring concrete to the topof the formwork.
6 When concrete hos ochieved initiol setremove nuts, woshers, ond wood temploteond finish top of concrete.
7 Reploce wood templote, nuts ond woshersond hond tighten.
oM)N
1 1mm diostrut
1 1mm dioJ strutNote 1
Anchorogeossemblystruts
ASSEMBLY DIMENSIONS
ANCHORAGE DEPTH FORSÏRUCTURES á mm
LONDON STANDARD DRAWNG
ANCHORAGE ASSEMBLY
DATE201(Þ00-
APPRO\ED BYCIW ENGINEER
R=1 .8m Pole foundation
NOTES:1. For offset and pole type, seecontract drawings.2. lop of foundation shall bemeasured from the highestgrade elevation.
3. Top of foundation to be atgrade within 300mm ofsidewalk, Roadway
Note 1 th
CITY OF LONDON STANDARD DRAWiNG
LOCAL GRADING Al POLE FOUNDATIONS
DATE Jcl APPROVED BY G4—-201 4-OS-T8 I ciTy
Limit oflocal grading
TYPICAL PLANOffset from travellededge of pavement
Pole foundation
Note 2
POLE FOUNDATION IN CUTOffset from trcvellededge of pavement
Not
Roadway Shoulder
Pole foundation
Local grading
Note 2
POLE FOUNDATION IN FILL
Offset from travelledc Pole foundationedge of pavement rLocal grading
BoulevardSidewalk
A All dimensions are inmillimetres or metresunless otherwise shown.
NotHZiLH1
POLE FOUNDATION ADJACENT TO SIDEWALK
DWG STS—5.04
R=I .Sm Pole
Limit oflocal grading
Roadway Shoulder
TYPICAL PLANOffset from travellededge of pavement
Note 1
Roadway
IIIII
POLE IN CUTCL Pole
Offset from travellededge of pavement
Note 1
Shoulder~ ,
NoteBurial 2depth ~, [
POLE IN FILL
NOTES:1. For offset and burial depth,see contract drawings.2. Burial depth shall bemeasured from the lowestgrade elevation at pole.
A All dimensions are inmillimetres or metresunless otherwise shown.
IOffset from travelled CL Pole
CL Pole
Burial depthNote 2
edg, e ofNotePaVementl
Boulevard I’,lSidewalk
Roadway ~I
I I
Burial depth~Note 2 I I
POLE ADJACENT TO SIDEWALK
CITY OF LONDON STANDARD DRAWING
INSTALLATION OF DIRECT BURIED POLES IN SLOPES/_ ~,PPROVED BYDWGsTS-5.05 IDATE
200~-l-22.J~IClTY ENGINEER ~~ -
50 CHAMFER(ALL ROUND)
‘a——
J
4—13mm Topcon screws
4 — 75, 1— 50(TIP.)RPVC COUPLINGSTO BE INSTALLEDON ALL CONDUITS
NOTES:
1. ALL DUCTS TO BE RIGID P.V.C.C.S.A. C22.2 NO 211.2
2. 5 DUCTS INTO Ml BASE 4—75mm,1—50mm
3. ALL ANCHOR BOLTS. NUT AND WASHERSARE TO BE HOT DIPPED GALVANIZED
4. ALL 4 ANCHOR BOLTS TO BE 13 x 300
5. USE HEX NUTS ONLY
6. DUCTS TO BE INSTALLED 200mm FROMSACK EDGE OF BASE
A. ALL DIMENSIONS ARE IN mmUNLESS OTHERWISE SHOWN.
CITY OF LONDON STANDARD DRAWINC
M.1 CONTROLLER CABINETBASE DETAIL
DWC DATE CIAPPRDVED BYSTS—6.D1 201 7_11_1%ni IDITY ENGINEEa—82j
900
4 — 75, 1— 50(TIP.)RPVC COUPLINGSTO BE INSTALLEDON ALL CONDUITS
900X900X1 00CONCRETE PAD
75 MIN150 MAX
13mm Topconscrews to onchorcobinet toconcrete bose
RIGID P.V.C. SWEEP
ci
SHEET 1 NOTES:
FINISHEDGRADE
1. ALL DUCTS TO BE RIGID PVCC.S.A. C22.2 No 211.2
3. USE 13mm COATED ‘TAPCON’ SELF TAPPINGSCREWS FOR ANCHORING THE TRAFFIC CABINETAND UPS CABINET TO THE CONCRETE BASE
DUCTS IN TRAFFIC CABINET TO BEINSTALLED 375mm FROM FRONT EDGE OF BASE
900x900x1 00CONCRETE PAD
1050
2. 6 DUCTS INTO TRAFFIC CONTROLLERBASE 4—75mm, 2—50mm
TRAFFIC CABINETEXTENDER BASE
POWER SUPPLYDUCT 1—50mm RPVC
TRAFFIC SIGNAL DUCTS4—75mm RPVC (TYP)
CTY OF LONDON STANDARD DRAWNC
Ml CONIROLLE CABNET AND UPS CA8NET 8ASE DETALDWO:
— 6.02 (1 o12)DATE APPROVED BY I
2017—11—03 4 CITY ENOINEERj NTS
cuccr ‘).JI L
_______________________
UPS RISER
__
+00
o
,,,,,,,,,_,,J,,,,
_____________
4—75 2—50 (TYP)— I
_— RPVC COUPLINGS TOQ ci ‘cz, BE INSTALLED ON ALL CONDUITS
_— TRAFFIC CABINETEXTEND BASE
= = “‘““‘= L
_________ ______
= 5O CHAMFERI I 30 (ALL AROUND)
L
900
CTY OF LONDON STANDARD DRAWNG
Ml CONTROLLER CANET AND UPS CANET HASE DETALDWG:
— 6.02 (2o12)DATE
2017-11-03 gj NTS
NOTES: FRONT VIEW1 Line Li to be connected to 120V circuit of power supply.2 Line L2 to be connected by a photoelectric control or
connected to 1 20V lighting system.3 Fuse holder to be in—line type, 600V, complete with 15A KTK fuse and insulating boots. WIRING DIAGRAM4 Install flasher mechanism into knockout hole on the top of
flasher beacon by use of lockring and gasket provided withflasher mechanism unit.
CITY OF LONDON STANDARD DRAWiNGFLASHER BEACON AND DOWNLIGHT FOR ROADWAY SIGN
AND VRING DIAGRAM
DWG STS—8.O1 DATE201
PPROVEDBY
Flasher—,— 300mm flashermechanism
r—iY beaconNote 4
Flasher load 1light
n
/ Post—top flasher//beacon
‘\ Sign supplied Locknutand installed Li
as indicated Malleable shortin the contract I I locknipole 38mm
dia. welded toSIDE VIEW pole
3.6m aluminum pole
POLE TOPDETAIL
75xiOOmm handhole with15o
[flnished grade
_________
=
____________
Pole anchorage,OPSD—2200.04
L_J— Footing
Pole handhole j
Ground studTyp
Downlight
No.12 AWG lowvoltage riserwires
Insulated spring typeconnector
Fuse holder kit
Low voltage
A All field cuts, threads and holesto be deburred.
B All dimensions are in millimetresunless otherwise shown.
No.6 AWG bare strandedcopper ground wire
TRAFFIC SIGNAL HEAD
PLUMBIZER ON DOUBLE SIGNAL MOUTING BRACKET
ALUMINUM SINGLE MEMBERMAST ARM
FRONT VIEW
_________
NOTES:
1. LOCK RING OR ADAPTER SHALL BE USED WITH HEADS WITHOUTINTEGRALLY CAST MATCHING SERRATIONS. RINGS ARE TO BE OFBRASS OR BRONZE, WITH SUFFICIENT CONTACT AREA TO COVERFLANGE ON SIGNAL HOUSING.
A. THE PLUMBIZER IS TO BE INSTALLED BETWEEN THE RED ANDAMBER SECTIONS OF THE TRAFFIC SIGNAL HEAD, UNLESSOTHERWISE SPECIFIED.
B. PLUMBIZER TO BE USED ON IPS INSTALLATIONS ONLY.
C. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISESHOWN.
CITY OF LONDON STANDARD DRAWNGADJUSTABLE OFFSET PLUMBIZER
SIGNAL HEAD HANGER
I-
TRAFFIC SIGNAL HEAD HOUSING
CLAMPING PLATE & BOLT ASSEMBLY
LOCK RING (SEE NOTE 1)
TEFLON COATED STAINLESSSTEEL PIERCING SET
LOCK WASHERS
TEFLON COATED STAINLESSSTEEL BOLTS FOR HORIZONTALADJUSTMENT
AUACHMENT
P LU M B ERIZ ER
FLAT WASHER &LOCK WASHER
DOUBLE SIGNALMOUNTING BRACKET
DWG STS—7.02 DATE201 4C 45 y ENGINEER
_____
cj
HangerArm
Gusseted tube tube
DATE c LaPPROiED BYDWG STS—7.03 2014-08-18 ITf
CITY OF LONDON STANDARD DRAWING
TRAFFIC SIGNAL (IPS)DUAL BRACKET HANGER DETAILS
Hanger
______________
Arm
DUAL—END HANGER
HangerArm
NOTE:A. This drawing shou’d be read
in conjunction withSTS—7.05 and OPSD 2501 .02
58mm 90° alum"street elbow
Varies
38mm dia.schedule 40aluminum pipe
Aluminum --~pole plate
16mm stainlesssteel strappingand buckle
58mm neoprene-x~washer
58mm hexagonalIocknut
58mm short nipple
Stainlesssteel bolt
iI Signal headl frameCL TypI!Iiii
I---i---- I r~i
NOTE:
K~
Stainless-Zsteel bolt
16mm stainlesssteel strappingand buckle
A All dimensions are in millimetres unless otherwise shown.
Finished puvementm ~ 2 Condu,televation under ~ ~ ~ Note 5traffic signal head~ a ~ ! ~ ~ zNotes 2 ~ ~ ~ah~l~ L.~I
~ ~’ ~ t Finished grade-} } I I Iat pole
~I I .......Grade difference J ~~~.o~e i~ ~ ~ pole where
i applicable
i L ~: Concrete footinL
~W where applicabl
NOTES:1 Where a grade difference exists, the attachment height shallbe adjusted so
that the 5.0m signal head clearance is obtained.2 Where the traffic signal head is not over the travelled portion of the pavement
clearance shall be set using the elevation of the finished pavement at the edgeof pavement directly in line with the arm.
5 Wiring aperture to be field drilled at a dimension ~" equal to the pole diameterat the point of arm attachment or 25mm below overlapping sectional steel joints.The aperture to be 25mm din, de-burred, protected with zinc rich paint and fittedwith a 20mm ID rubber grommet.
4 Drip loops to be 450mm max. Loops between 500mm and 450mm in length to bebanded to pole with 16mm stainless steel strapping.
5 For external conduit system on wood or concrete poles refer to OPSD-2552.01or OPSD-2554.01.
A For orientation and location of poles, arms and traffic signal heads refer to layoutdrawings. .
B For arm attachment details refer to OPSD-2501.02.C All dimensions are in millimetres or metres unless otherwise shown.
CITY OF LONDON STANDARD DRAWING
g
SINGLE MEMBER ARM AND SIGNAL HEADDWG STS-7.05 DATE 2009-1-22,~ APPROVED BY
~ITY ENGINEER
150mm drip loop
Pedestrian signal head
Pedestrian countdown head
N DIES:
Pole wiring aperture, fielddrilled and fitted with20mm ID rubber grommet
Control pushbutton with signframe for pedestrianinstruction sign
Pole wiring aperture, fielddrilled and fitted with12mm ID rubber grommet
A Dimension .4’ to be equal to the pole diameter at thepoint of attachment.
B For orientation of signal head, pedestrian pushbutton andinstruction sign, refer to traffic signal layout.
C All dimensions are in millimetres or metres unlessotherwise shown.
0 3.6m pole to be used when pedestrian heads are requiredon a stand alone pole and traffic signal heads are notrequired on the same pole.
CITY OF LONDON STANDARD DRAWING
TRAFFIC SIGNALPEDESTRIAN HEAD AND PUSHBUTTON MOUNTED ON POLE
DATE C APPROVED BY c12O14-O8-I8 CITY ENGINEEft_-O7>
Double arm bracketFor details refer to515—7.04
N
Finished grade
Concrete footing
DWG STS—7.06
NOTES: FRONT VIEW1 Line Li to be connected to 120V circuit of power supply.2 Line L2 to be connected by a photoelectric control or
connected to 1 20V lighting system.3 Fuse holder to be in—line type, 600V, complete with 15A KTK fuse and insulating boots. WIRING DIAGRAM4 Install flasher mechanism into knockout hole on the top of
flasher beacon by use of lockring and gasket provided withflasher mechanism unit.
CITY OF LONDON STANDARD DRAWiNGFLASHER BEACON AND DOWNLIGHT FOR ROADWAY SIGN
AND VRING DIAGRAM
DWG STS—8.O1 DATE201
PPROVEDBY
Flasher—,— 300mm flashermechanism
r—iY beaconNote 4
Flasher load 1light
n
/ Post—top flasher//beacon
‘\ Sign supplied Locknutand installed Li
as indicated Malleable shortin the contract I I locknipole 38mm
dia. welded toSIDE VIEW pole
3.6m aluminum pole
POLE TOPDETAIL
75xiOOmm handhole with15o
[flnished grade
_________
=
____________
Pole anchorage,OPSD—2200.04
L_J— Footing
Pole handhole j
Ground studTyp
Downlight
No.12 AWG lowvoltage riserwires
Insulated spring typeconnector
Fuse holder kit
Low voltage
A All field cuts, threads and holesto be deburred.
B All dimensions are in millimetresunless otherwise shown.
No.6 AWG bare strandedcopper ground wire
36m aluminum pole
j 75x100mm handhole150—i - / cover
i___ C Finished gradeFFf_FF
Pole anchorage,OPSD—2200.04
Footing
Flasher load 1
Post top flasherbeacon
Low voltagecables
NOTES:
3 Install flasher mechanism into knockout hole on the top offlasher beacon by use of lockring and gasket provided withflasher mechanism unit.
A All field cuts, threads and holesto be deburred.
B All dimensions ore n millimetresunless otherwise shown.
No.6 AWC bare strandedcopper ground wire
0 flasher-
.SS’....’
/Sign supplied:Land installedas indicatedin the contract
-
SIDE VIEW
with
N_
Locknut
Malleable shodI locknipple 38mm
ewe to
POLE TOPDETAIL
Pole handhole
Ground studTyp
No.12 AWG lowvoltage riserwires
Insulated spring typeconnector
Fuse holder kitNote 2
FRONT VIEW
Line Li to be connected to 120V circuit of power supply.2 Fuse holder to be in—line type, 600V, complete with 1 5A KTK fuse and insulating boots. WIRING DIAGRAM
CITY OF LONDON STANDARD DRAWING
FLASHER BEACON FOR ROADWAY SIGNAND VRING DIAGRAM
DWG STS—8.02 DATE LAPPRO’IED BY2014-08-18 frTV ENGINEER—).
FlashermechanismsNote 4
I
I I
Sign suppliedand installedas indicatedin the contract
FRONT VIEWNOTES:1. Line L1 to be connected to 120V circuit
of power supply.2. Line L2 to be controlled by a photoelectric
control or connected to 120V lighting system.5. Fuse holder to be in-line type, 600V, complete
with 15A KTK fuse and insulating boots.4. Install flasher mechanism into
knockout hole on the side offlasher beacon by use ofIockring and gasket providedwith flasher mechanism unit.
FLASHER
DWG STS-8.03
Downlight with post-topadapter.
Flasher load 1III
BracketSTS-7.04 (Typ)
Pole handhole
Ground stud(Typ)
A All field cuts, threads andholes to be deburred.
B All dimensions are in millimetres
Flasherload 2
Flasherbeacon
No.12 AWG lowvoltage riserwires
I Insulated spring typeI~ connectorII
Fuse holder kitI Note 5
L2-Line 2 Note 2_N-Neutral Line 2 _~L1-Line 1 Note 1 Low voltageN2-Neutral Line 1-Jcables
~’-No.6 AWG stranded
copper ground wire
WIRING DIAGRAM
CITY OF LONDON STANDARD DRAWING
BEACON AND DOWNLIGHT FOR ROADWAY SIGN
CITY OF LONDON STANDARD DRAWING
C — BIKE LOOPS
PAII1r BICYCLE LOOPDETECTOR MARKINGCENTRALLY OVER LOOP
B - SET BACK STOP BAR LOOPSSTART FRONT EDGE OF LOOP 3Dm AHEADOF SET BACK STOP BAR AND EXTEND 7.Om BEHIND.
NOTE: LOOP MAY REQUIRE EXTENDINGFORWARDS IF X AREA IS GREATERTHAN 7Dm.
TYPICAL LOOP LAYOUTS
DWG: DATE APPROVED BY CI ASTS — 9.00 2014 08 21 CITY ENGINEER NTS
BACK EDGE OF —
RIGHT TURN LOOP
0 - RIGHT TURN LANE LOOPSSTART THE BACK EDGE OF RIGHT TURNLOOP AT THE SAME POINT OF THE ADJACENTLOOP. (SHORTER LENGTH LOOP TOALLOW FOR 2nd AND 3rd CAR TO PLACE CALL).
I12.rn,
00
CONCRETE SIDEWALK
—I-———7
//
/
• EXTENDED EDGE OFPAVEMENT OFTHROUGH LANES
15Dm
EXTENDED EDGE OFPAVEMENT OF RITE-ifTURN LANE
CONCRETE SIDEWALK
E - LEFT TURN ADVANCE LOOPSSTART THE FRONT EDGE THE LODP15Dm BEHIND THE STOP BAR ANDEXTEND THE LOOP lOOm BACK.
CONCRETE SIDEWALK
I A — STOP BAR LOOPS
rSTART LOOP 4.Sm FROM EDGE OF PAVEMENT.EXTEND LENGTH OF LOOP AS NECESSARY TOACHIEVE A MINIMUM 7.Om BEHIND STOP BAR.
NOTE ‘A’
IF 4.5m FROM EDGE OF PAVEMENT PLACESTHE LOOP BEHIND THE STOP BAR, STARTTHE LOOP 1Gm INFRONT OF STOP BAR ANDEXTEND 9Dm BEHIND STOP BAR.
Conductor type xRW 90 X-link-40 ~7 strands twisted
X
Twisted 10 turns/meter--~X’
~ Polarity + -
access
J J ~ ~conduit fitting
-~- ~Curb Top course ~~ "~~~--/~~
0,!~" (if existing) f paving
" ""’"
"~ ~-~VC coupling
Existing layer
L Flexible duct (size tosuit the prefabricated VIEW A-Aloop) to splice point ~ / Note 1or electrical hundhole
NOTES"1 Dimensions us indicated elsewhere in the contract.A All dimensions ere in millimetres unless otherwise shown.
CITY OF LONDON STANDARD DRAWING
PREFABRICATED DETECTOR LOOP
DWG STS-9.01 DATE 200~.l_22~APPROVED BY,~ITY ENGINEER
Detail ’C’ .,.STS-9.03 ~ Detail ’C’ .,,~ [CLof lane
STS-9.03For dimensionssee layout ~ ’N’ turns of /I \drawings ~ Winding loop wire in, ,
direction sow-cut slot ~ ! \N turns of / i \ o°
loop wire in ~,-~-saw-cut slot ~ i~ For crossing of ~ / u~-,~., \ "-
! , pavement butt or / ".’., .... ~u \Edge of i irregule, rit, y, / chrect,on \pavement ~ I~ i 1:3 Detail B~
~ ’ ~ STS- { I ,i -..Loop leads in ~ ~ i_ __ ~ Ed=e of !
Asaw cut sl°t -1-- Apavement -~" ~1~. ~.#/ I I ~ o
-~- I -~-~--Leads from A Eq~I" \i/ A
0T___30O mm min adjacent loop ~
I, in saw cut L.____.~___ ----..~ ,. j~Splice point, Note 1 slot =~ I .... , I
PLAN -(~ Leads fro~~ I~-L 3m~nO mmj --~ loop ,n sawcut slotSIMPLE LOOP Splice point, Note 1 "
PLANDetail ’C’ -- DIAMOND LOOPSTS-9.03
’~For dimensions ~ I ..---. I /’-~Isee layout r ’~ I ~ "~drawings ~ Winding ..... X:I /
direction ~Po~eCe 1p°’n~ ~ ~’y’N’ turns ofloop wire in ¯ (~ ~Loop leadssaw-cut slot ~ o_ t
Edge of For crossing of L__ Extra low voltage cablepavement ~ E~ E]
pavement butt or!A A irregula, rity,
Loop leads in I ~___ ~ ~D~t~ai,~B: SIMPLE/DIAMOND LOOPsaw-cut slot-q -~- " "~-~’’’ CONNECTIONSA
k .J Sp ice point ~ A, ~--~---,,-r~ loop in saw cut slot Note 1 ~ _a~yL___Splice point, Note 1
fX~~, ,PLAN ~
"---- Loop ~euu=
DUPLEX LOOP /~L__ Extra low voltage cable
NOTES: DUPLEX LOOP1 For location of junction box, manhole , Pt~lkllkllC’t"TIt’~kl~
or pole splice, refer to layout drawings. "~"~’~’~"v’~’~A For sections A-A & B-B, refer to STS-9.03.B For splice to extr(] low voltage coble, refer to STS-9.04.C All dimensions ere in millimetres or metres unless otherwise shown.
CITY OF LONDON STANDARD DRAWING
LOOP DETECTOR INSTALLATION DETAILS IDWG STS-9.02 DATE 200~-1-22 "~ APPROVED BY ~ ~
CITY ENGINEER ’" "
Drill 32mmdia holethroughpavement
Bottom ofpavement
750Top of finished pavement
of saw cut slot
Round off sharp cornersJoint sealant compound
Electrical cable sealant compound
50mm dia RPVC ductto splice point
Detectorleads
DETAIL ’A’
~Pavement butt or irregularity
L°°P wires1,~200--~’ --200}q~
Joint sealant I ~o
compound ~o
PLAN
Curb where z/ Detail ’A’
~ .,,4~.K’//II/.////I///////iili//.i~///.~
LTJ ~--50mm dia RPVC duct sloped[ towards splice point withL Splice point detector leads
SECTION A-AOF STS-9.02
Joint sealing compound Finished top of pavement
Foam backer rod at600mm maximuminterval z ~
F3Omm /--25mm dia x 380mm long neoprene tubing
~ Anglef varies
70ram min -[
0ELEVATIONDETAIL-PAVEMENT BUTT OR IRREGULARITY
DETAIL ’B’
NOTES:1 Where cable is installed prior to the finished top course
paving, the maximum depth of cover shell be l OOmm.
A This drawing shell be reed inconjunction with STS-9.02.
B All dimensions ere inmillimetres or metres unlessotherwise shown.
Loop wire
Number of LoopWire
1 552 553 554 605 656 70
--~ 10~- SECTION B-BOF STS-9.02
Extend cornercutting to obtainfull depth of slot
Foam backer rod
Path of loop wire
Chip out or core drillto full depth of thesaw slot
Place the loop wire near the center of thecorner to allow the sealant to flow on bothsides of the wire
Smooth radiusDETAIL ’C’ -AT 90" BENDl Omm saw cut
CITY OF LONDON STANDARD DRAWING
LOOP DETECTOR INSTALLATION DETAILS IIDWG STS-9.03 DATE 2009-1-22 ~ APPROVED BY
~ITY ENGINEER ~~I/~~ .
“Burndy” type butt splice -- i—Double half ofand rubber splicing tape I electrical vinyl tapewith premium electrical vinyltape
Lowvoltage cable
Insulated resin splices orsilicon gel insulation moldedcover snap—lock type splices.3M Scotchcost kit orapproved equivalent.
CITY OF LONDON STANDARD DRAWING
SPLICE FOR LOW AND EXTRA LOW VOLTAGE CABLE
DATE j0c LAPPRO\’ED BY C 7)2014-08-18 ENGINEER_-O17j>
Marrette(typical)
To detectoramplifier
Extra low voltagecable
To vehicledetector
2C #14 AWG type RWU90—40tstranded copper wire leads to loopor rubber insulated leads from KLICK—IT II (or equivelant)prefabricated type detector unit greease filled splice kit
EXTRA LOW VOLTAGE CABLE TO LOW VOLTAGE CABLE—SPLICINC DETAILDEFECTOR CABLE—SPLICING DETAIL
NOTES:A Splices shall not be used unless shown on the wiring diagrams, quantity sheets, layout drawings or approved by the ContractAdministrator.B All dimensions are in millimetres unless otherwise shown.C. Connections for aluminum to copper conductors must be dual rated AL—CU or CU—AL connectors.
DWG STh—9.04
THE 2 WIRE NAVIGATOR PBS IS THE PEDESTRIAN INTERFACE TO THE‘NAVIGATOR ACCESSIBLE PEDESTRIAN SYSTEM’. THE SYSTEM S TOINCLUDE A CENTRAL CONTROL UNT (CCU), A CONFIGURATOR, AND PUSHBUTTON STATIONS. THE PBS IS TO PROVIDE CUES VIA BOTH AVIBRATING ARROW BUTTON AND AUDIBLE SOUNDS MAKING THEINTERSECTION ACCESSIBLE FOR ALL PEDESTRIANS. ALL SOUNDS SHALLEMANATE FROM THE BACK OF THE UNIT. THE WEATHER—PROOFSPEAKER IS TO BE PROTECTED BY A VANDAL RESISTANT SCREEN. ASUNLIGHT VISIBLE RED ‘LED’ SHALL LATCH “ON” TO CONFIRM THEBUTTON HAS BEEN PUSHED. PBS SHALL INCLUDE FRAME, SIGN, ADACOMPLIANT PUSH BUTTON, AND MOUNTING HARDWARE.
BY INTERFACING WITH THE CENTRAL CONTROL UNIT THAT IS TO BEINSTALLED IN THE TRAFFIC CONTROL CABINET, THE PBS SHALL PROVIDETHE FOLLOWING STANDARD FEATURES:— CONFIRMATION OF THE BUTTON PUSH VIA LATCHING LED, SOUND,
AND VIBROTACTILE BOUNCE.— DIRECTION OF TRAVEL (WTH EXTENDED BUTTON PUSH).— STANDARD LOCATING TONE DURINC ‘DON’T WALK’ (AND CLEARANCE
IF DESiRED).— CUCKOO, CHIRP, OR STANDARD VOICE MESSAGE DURING WALK.— STANDARD LOCATING TONE, CUSTOM SOUND, OR VERBAL
COUNTDOWN DURING PED CLEARANCE.— ALL SOUNDS AUTOMATICALLY ADJUST TO AMBIENT OVER 60dB
RANGE.— SOUNDS SHALL HAVE MINIMUM AND MAXIMUM VOLUME
INDEPENDENTLY SET.— ALL SOUNDS ARE SYNCHRONIZED.— EXTENDED BUTTON PUSH CAN TURN ON, BOOST VOLUMES, AND/OR
MUTE ALL SOUNDS EXCEPT THOSE ON ACTIVATED CROSSWALK.— SPECIAL EMERGENCY MESSAGES AVAILABLE.
ARE INOTHERWISE CITY OF LONDON STANDARD DRANG
B. ENCAPSULATE REAR TERMINAL 2 WIRE NAVIGATORTOINSTALLA11ON
PRIOR PUSH BUTTON STATION (PBS)DWG STS-9.05 ID
PUSH BUTTON STATION
_____
56 1NOTE:bMAXT
A. ALL DIMENSIONSMILLIMETRES UNLESSSHOWN.
SPECIFICATIONS
BODY MATERIAL: ALUMINUM, POWDER COATEDCOLOUR: YELLOW
BUTTON MATERIAL: 316 STAINLESS STEEL
PìEZO DRIVEN SOLID STATE SWITCH:OPERATING TTMPERATURE: -34'C rO 7+"COPERATING VOLTAGE: 18 VDC NOMTNALOPERATING LIFE: GREATER THAN i 00 MtLL|ON OPIRAT|ONS.SWITCH HOLD TIME: 6 SECONDS MtNtMUM.
LED:OPERATING MODE: LATCHING_ACTIVATES ONLY DURINGNON-WALK PHASES AND STAYS ON UNTIL THE BEGINNING OFWALK PHASE.REQUIRES ''LATCHING PUSH BUTTON CONTROL UNIT'' WHICH ISINSTALLED IN THE INTERSECTION CONTROL CABINET.
BfEPER:SOUNDS SIl\/ULTANEOUSLY WITH 'LED' FLASH.DIFFERENT TONES FOR PRESS AND RELEASE.
CITY OF LONDON
NOTE:
POLAR A/CAMPBELL PWITH LATCHING
ALL DIMENSIONS ARE IN MILLIN/ETRES UNLTSSOTHERWIST SHOWN.
STANDARD
CITY ENGINEERPRO\ED BY
USHBUTTONLED
DRAWING
P ED ESIR AN SMUST PUSH
BUTTON -
TO CROSS
DO NOT START
Wait for YourWalk Signal
STEADY
START CROSSING
Stay alert forturning vehicles
STEADY
\ ‘I /./DO NOT CROSS
— Finish crossingIf Already Started
NOTEMATERIAL TO BE - 203mm
1.6mm GAUGE ALUMINUM
CITY OF LONDON STANDARD DRAWINGPEDESTRIAN CROSSING
INFORMATION SIGNAPPRO’dED BYDWG STS—9.07 L/RI DATE
201 4-O8-8 I CITY ENGINEER—?
4
P ED ESIR AN S
DO NOT START
Wait for YourWalk Signal
START CROSSING
Stay alert forturning vehicles
STEADY
\\I//I DONOTCROSS
— Finish crossingIf Already Started
INFORMATIONCall 519-661-8410
LondonCANADA
____jJ
NOTEMATERIAL TO BE
16mm GAUGE ALUMINUM
CITY OF LONDON STANDARD DRAWINGPEDESTRIAN CROSSING
INFORMATION SIGN Al NON—ACTUATED SIGNALSDWG DATE
2O14-O8%APPROWDBY
_______
STEADY
EE
Co0
CITY OF LONDON STANDARD DRAWINGPEDESTRIAN CROSSING INFORMATION SIGN
FOR COUNTDOWN SIGNALSDATE —c-i APPROVED BYDWG STS—9.09 L/RI 2014-08-11 CITY ENGINEER
4MUST PUSH
BUHONTO CROSS
START CROSSING
Stay alert forturning vehicles
DO NOT CROSS
Finish crossingIf Already Started
TIME REMAINING
To Finish Crossing
DO NOT START
Wait for YourWalk Signal
STEADY
NOTE1. MATERIAL TO BE1.6mm GAUGE ALUMINUM
203mm
EB
(C0
CITY OF LONDON STANDARD DRAWINGPEDESTRIAN CROSSING INFORMATION SIGN
2—PIECE CAST ALUMINIUMCLAMPING DEVICE(PAINT; GREEN RAL 6012)
KING KG2O GLOBE DRLUMEC NW003 70W HPS LUMINAIREDAPPLED POLYCARBONATE,TYPE III, GLASS REFRACTORC/W DECORATIVE BASKET& K50 (MOD) CAPITAL(PAINT: GREEN RAL 6012)
25’ KING CLASSIC HIGHWAYMAN OR USI CAMBRIDGESPUN CONCRETE POLE
COLOUR & FINISHAZTEC JADE
4x22mm HOLES ON 362mm DIA. BOLTCIRCLE TO ACCEPT 19mm ANCHORBOLTS x 685mm LENGTH
150mm DIA.DIA PLACEWAY 100mm V1RING HOLE
LUMINAIR,L..ARM
NOThA. ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE SHOWNB. POLES ARE TO BE PRE—DRILLED FROM THE MANUFACTURER FOR ALL WIRING APERTURES, BRACKETS AND BANNER ARMS.
CITY OF LONDON STANDARD DRAWINC
DECORATIVE DOWNTOWN CONCRETE POLE
DWO DATE ,.-1PPROVED BYSTE—i 0,06 201 7—11—0&-I IY
1800
ROADWAY LUMINAIRE
100—FIN CAPPAINT
(PAINT: GREEN RAL 6012)
50mm IPS ALUM. PIPEPAINT: GREEN RAL 6012
..............l9mm THICK ALUM. FLATBARPAINT: GREEN RAL 6012
50x75 ALUM.RECT. TUBING —
LUMINAIRE DETAIL
EN
N
0NN
0(0(0
MIN DIST.
1000
200mmABOVE GRADE
00::
0
0
C)
0
—BANNERARM
2— FLOWER POT HOLDERSx 450mm LENGTh (IRS ALUM. PIPE)C/W CAST ALUM. ARROWHEADSPAINT: GREEN RAL 6012
COLOUR & FINISH[TEC JADE
NOTE:A. ALL DIMENSIONS ARE IN mm UNLESS OThERWISE SHOWNB. POLES ARE TO BE PRE—DRILLED FROM ThE MANUFACTURER FOR ALL WRING APP1lIPF BRACKETS AND BANNER ARMS.
c-i
-BANNERARM
FLOWER POTSBY OTHERS
100-FIN CAP TOP VIEWPAINT: GREEN
Eto
ROADWAY LUMINAIRE(PAINT: GREEN RAL 6012)
50mm IPS ALUM. PIPEPAINT: GREEN RAL 6012
_19mm ThICK ALUM FLATBARPAINT: GREEN RAL 6012
15A/120V GFIDUPLEX RECEPTACLE C/W WHILE IN USE”WEAThERPROOF COVERPLATEPAINT: GREEN RAL 6012