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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Superseded / Deleted Amended / New / Current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 /
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
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Superseded / Deleted Amended / New / Current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
AT CONCRETE STRUCTURE
J r_[APPROV~D BYDWG DATE2ooe-~-22 ~TY ENGINEER ~ ~,,~ ’STS-I.03
Finished grade
Endbells
Duct access
Concrete encasement
Steel reinforcement
¯o
¯
Bottom of knock-out for precastor 500mm above floor for poured
Electrical maintenance hole
RIGID DUCTS, CONCRETE ENCASED
NOTES:1 Grout to be placed full depth,
flush with both walls.2 Grout to be placed within steel
pipe, around all ducts, to aminimum depth of 75mm.
A All dimensions are in millimetresor metres unless otherwise shown
CITY OF LONDON STANDARD DRAWINGELECTRICAL VAULTS
ENTRY OF ENCASED DUCTSDWG STS-I.04. DATE 2009-1
DITY ENGINEER
Handhole cover Ground lug attached tometal frame mounting bolt
S Finished gradeHandh°le frame-~,~ I Note 2~
~Ground lug weld
tONote3metal cover //
[.!~~i! ~’-I C°iled 1"5m °f/f#6 AWG
stranded ground/ End bell for concrete encasedwire duct system
,),,,,i,~/’~-"~ ~.-__._..~ #6 AWG system
~,~ ,~,. ,,, ~ ground wire
RPVC Couplings~~~ ~ Duct ent~ holeTyp, Note 1
Ground rod where required
o ~ ¯ ~ 19mm cleer crushed stone
~°~
~drainage pocket ~nd foundation
’
00
NOTES:1 For duct entry details see STS-I.06.2 For handholes with metal frames, ground wire shall be attached to frame
using a ground lug suitable for #6 AWG stranded copper wire.3 For handholes with metal covers and non metallic frames, the ground wire
shall be attached to the handhole cover using a ground lug suitable for#6 AWG copper wire.
A All dimensions are in millimetres unless otherwise shown.
DWG STS-I.05
CITY OF LONDON STANDARD DRAWING
ELECTRICAL HANDHOLESGENERAL INSTALLATION REQUIREMENTS
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’/
3—75mm RIGID PVCDUCT (TYP.) —....
RPVC COUPLINGS(PAINTED TOILLUSTRATE CONDUIT DIRECTION)
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
DWG sis—;.-io DATE2O17—11—4ITyENoINE
—3—75mrn RPVC CONDUITS.
/ (UNLESS OTHERWISE
11K7 SPECIFIED)
TYPICALLY• 50mm RPVC CONDUIT.(UNLESS OTHERWISESPECIFIED)
NOTES
2—75mm RPVC CONDUIT.(UNLESS OTHERWISESPECIFIED) 3—75mm RPVC CONDUITS.
1. CONTRACTOR TO SUPPLY AND PLACE 5.0mm(UNLESS OTHERWISE
POLYPROPYLENE FISH STRING IN ALL CONDUITS.SPECIFIED)
2. DIMENSIONS IN mm EXCEPT AS NOTED.
DW(; STS-1.11
R=l.Sm ~.~ X\X,/CE_ Chamber
/ ~’~;~
~PICAL P~N
Offset from troveled edgeof povement
Note 1
HANDHOLE IN CUT
Offset from truveled edgeof puvement
Note 1IRoadway Shoulder
~ . ~.Chamber ~ Local gradin
......
NO, IS:]. ~or offset ~nd buriel depth ..........see contract drewinns ul~set lrom ~r~ve~e~
~ " 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
DWC STS—3.O1 DATE
rods
mm
OVERHEAD SERVICES
DETAIL OF METER BASE
EQUIPMENT LAYOUTSCHEMATIC WIRING DIAGRAM
/ PhotoelectricI/Controller~__l~.x~___~d ~ Incoming supply I~
120/240 Volt I,~
D~D FRONT ’A’ L__ I II I I
--
o Traffic Signal I r [Controller
ELECTRICAL EQUIPMENT LIST To Highwey Lighting
(~) Main circuit breaker - 240V, I OOA, 2-pole.
S L ighting circuit breaker - 240V, 60A, 2-pole.Traffic signal circuit breaker - 240V, 1-pole.(ampacity as indicated elsewhere in thecontract).
(~) Circuit breaker used for relamping - 240V, 15A,1 -pole.
(~) Circuit breaker for photoelectric controller -240V, 15A, 1-pole.
(~) Lighting contactor- 240V, 65A, 3-pole, 120Vcoil.
(~) Branch circuit breakers = 240V, 1-pole (numberof breakers and ampacity, as indicated elsewherein the contract.)
(~) Solid neutral assembly - I OOA minimum.(~) Ground lug for #6 AWG stranded copper ground
wire.@) Ground lug for #2/0 AWG stranded copper
ground wire.(~) Secondary lightning arrester, 650V, 2-pole.
~ Drip shield.Secondary neutral and ground bus according toCSA and project requirements.
~ Primary barrier. (see note c)Secondary barrier. (see note c)
(~ Copper Bus.(~) #6 AWG RWU90 wire.@) #12 AWG RWU90 wire.
LEGEND:
~ Denotes terminal connection.
Denotes #3, #4, or #6 AWG RWU90 wire.
Denotes #12 AWG RWU90 wire.
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
L1 L2 N
(~) Main circuit breaker, 240V, I OOA, 2-pole.
Branch circuit breakers, 120/240V, 55A,(~) 1-pole.
Solid neutral assembly, I OOA min. ampacity.
Ground lug for #6 AWG stranded copperground wire.
Ground lug for #2/0 AWG stranded copperground wire.
Secondary lightning arrester, 650V, 2-pole.
Drip Shield.
Locate secondary neutral and ground barsaccording to CSA and project requirements.
Primary Barrier.
Secondary barrier.
Copper bus bar.
#6 AWG RWU90 wire.
#12 AWG RWU90 wire.
Denotes terminal connection.
Denotes #6 AWG RWU90 wire.
Denotes #12 AWG RWU90 wire.
Denotes field wiring (sizes are indicatedelsewhere on the contract drawings.
Ground link.
(~) Branch breaker, 240V, 60A, 1 pole.
CITY OF LONDON STANDARD DRAWINGLS3M SUPPLY CONTROL CABINET ASSEMBLY TYPE
120/240V, IOOA, 1-PHASE, 3-WIRE�"plTYf.~PROVED ENGINEER BY ~~
DWG STS-3.08 I DATE 2009-1-22 ~ "I
3M
-t-lr)
ir COVER PLATE
NOTE 1 (TYP.)
Top Viewo
455 Stud3)
Front ViewHole to suit20mm PVC con duit
ft odopter
1O-32x3/ 4" WeldStuds(4.8mm ø) (Note a)
Ò/4'8
Hole Pottern Typ.Top & Bottom --r
I
¡II
50mm PVC conduitBottom View
o dopter f eed
NOTES:1. All plotes sholl be the some size.
2. Boll ond hole pottern to suit meter
J. Ground stud sholl be completewith woshers ond nuts.
4. Cover plote studs sholl becomplete with woshers ond nuts.
A. All dimensions ore in millimetres withtoleronces tJ unless otherwise shown.
65
'i20
Plon View
Cover PloteSide View
Detoil
*þaoros
Hole ForPodlockDio. 1J
,,0 --]ttñîT:o
oo
oo
CITY OF LONDON STANDARD DRAWNG
LS3M SUPPLY CONTROL CABINET ASSEMBLY TYPE 3MENCLOSURE
DWG sts-s.to DATE Tz)t(Fog
{PPRO\ED BY ^. /)TY ENGINEER Åh-lt*-
_m
c~ (Z)
I I
(Z) C etaining screwdetail ’A’
,
_’
FRONT VIEW SIDE VIEW
406
BOTTOM VIEW
DEAD FRONT A
® ® I (] Retaining screw
j detail ’A’
FRONT VIEW SIDE VIEW
BO-FFOM VIEW
Back View of N OTES"Retaining Screw A. All dimensions are in millimetres with
tolerances -I-3 unless otherwise shown.Detail A
CITY OF LONDON STANDARD DRAWINGLS3M SUPPLY CONTROL CABINET ASSEMBLY TYPE 3M
DEAD FRONT PANELDW~ STS-3.11 DATE 200g-1-22 APPROVED BY ~ ~ .
31TY ENGINEER
4O
410
NOTES:A. All dimensions ore in millimetres withtoleronces -t-.3 unless otherwise shown.
CITY OF LONDON STANDARD DRAWINGLS3M SUPPLY CONTROL CABINET ASSEMBLY TYPE
DOOR LATCHOWO STS_,5.12 IDATE FI~PPROVED BY
200~-l-22"J~IDITY ENGINEER ~ ~--.~ "
3M
o
o
o o
--tnIn E~I~ ~lrn nIIn n~l~ ~lrn nI
NOTES:A. For wiring details and list of materials,
refer to STS-5.08 and STS-5.09.
CITY OF LONDON STANDARD DRAWING
LS3M SUPPLY CONTROL CABINET ASSEMBLY TYPEINSTRUMENT LAYOUT
DWG I DATE f ~,PPROVED BYSTS-3.13 I ~Og-l-~ °~IOITY ENGINEER ~’~~"
3M
IOOA 12cc’.
NE1BQ
____
a an
______
— V
FRONT \IEWwrm
FRONT PANELREMOVED
POWER SUPPLY PEDESTAL ASSEMBLY(PEDESTAL SOLUTIONS INC. SL27 MODEL)
NOTES:A. All dimensions are in millimetres unless otherwise shown.
12.7mm PLASTIC INSERT (Th’P.)
ISOMETRIC ViEW
\—l9mm THROUGH HOLES(TYPICAL USE GANGING UNITS)
/ / /
PREFABCONCRETE SIDEBASE ViEW
7;-
REARViEW
506- 406 -
LO]
--
HTOP ViEW
-CABLE ENTRYOPENNING FORMAX. 102mmID DUCT w
(C
0
NN
FRONT ELEA11ON
0
SIDE ELEVA1J0N
PREFABED CONCRETE BASE (BY BROOKLIN CONCRETE,MODEL BCP 2OPED)
CITY OF LONDON STANDARD DRAWING
POWER SUPPLY (27”) PEDESTAL AND BASE ASSEMBLY
DWG STS—3.14 DATE cPPROVED2O17—11—cC III ENGINE
ci
PREFABCONCRETEBASE
POWER SUPPLY PEDESTAL ASSEMBLY(PEDESTAL SOLUTIONS INC. SL42 MODEL)
millimetres unless otherwise shown.
12.7mm PLASTICINSERT (TYP.)
•11ENTRY I
OPENNING FORMAX. 102mmID DUCT N
N-. I ISOMETRIC ViEW
i 19mm THROUGH HOLES— (TYPICAL USE GANCINC UNITS)
4
SIDE ELEA71ON
PREFABED CONCRETE BASE (BY BROOKLINCONCRETE, MODEL BCP 2OPED)
CITY OP LONDON STANDARD DRAWING
POWER SUPPLY (42”) PEDESTAL AND BASE ASSEMBLY
DWC DATE (IAPPROVED BYSIS—3. 15 201 7—11 °ITY ENCINEER_..—77’l
SIDE FRONT VIEW REARVIEW WftH ViEW
FRONT PANELREMOVED
NOTES:A. All dimensions are in
TOP VIEW
CITY OF LONDON STANDARD DRAWINC
RESIDENTIAL STREET LIGHT POWER DISCONNECT LOCATION
DWG:— 3. 1 6
DAlE PPROVED BY2015 02 03 CIIY
NIB
Transformer as perLondon Hydra’s Standards
Street LightPowerDisconnectSTS—3.14
Location ofaccess cover
6063—16 Aluminum Alloy.Rotary Polished Finish Wall.Single Tapered Shaft.
Locking Bar25x75x6mm
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
,, NcknesTYPE a” “b” ‘c mmDIG. Size Size Height
m m m m e “i” “h” by “i”mmm m mm
TP5—55OA—AB 1.5 127 127 4.0 134.5 190 19 64x127 450 ITP12—645C—AB 3.6 152 114 4.7 171 242 19 64x127 356TP15—645C—AB 4.6 152 114 4.7 171 242 19 64x127 356TP19—866C—AB 5.8LD 203 168 4.7 207 292 25 102x174 510
TP19—1080E—AB 5.8HD 254 203 6.3 287 406 32 102x174 510
DWG STS—4.Of
NOTES:
- Cast Aluminum
\ top cap
NA
two holes 18mm on 229mm centresone wiring hole 32mm grommet
Locking Bar25x75x6mm
Rubber Casket
1024 x 38mm Stainlesssteel socket head cupscrew fully threaded
1. All ‘ET’ shafts shall be 6.3mm wall thickness.
2. All ‘E’ type single arm streetlightpoles shall have shafts of4.7mm wall thickness.
3. All ‘E’ type double armstreetlight poles shall haveshafts of 6.3mm wallthickness.
4. All dimensions are inmillimetres or metresunless otherwise shown.
rD0
DrillDrill
3mm AluminumPlate
DETAIL A’
6063—16 Aluminum Alloy. Rotary PolishedFinish Wall. Single tapered shaft.
HAND HOLE COVER
[
Hand HoleOpeningwith Cover andGround Bar
4 holes for“f” studs
Anchor base casting- 365—T6 aluminumb alloy
ALUMINUM ALLOY BASE CASTING
______
POLE TABLE
BoltPole Bottom Top Bolt Circle Stud WallPole Type Length O.D. 0.0. Spacing Dia. Size Thickness
“b” “c” d” “f’ mmem mm mm mm mmmm
ET—35—1055E—AB—406 9.8 254 140 287 406 32 6.3E—35—845E—AB—292 9.8 203 114 207 292 25 4.7E—35—845E—AB—292 9.8 203 114 207 292 25 6.3
Reference to Pole Numbering
Lettering at Start: —ET — Combination Signal and Lighting Pole—E — Lighting Pole
CTY OP LONDON STANDARD DRAWINC
ALUMINUM COMBNATON AND STREETUGHT POLE BASEMOUNTED
DWC STS—4 02 DATE IAPDROVED BY2017—11—D2ITy ENGINEERa
-- "c" (Note 1 )/-Octagonal Pole Cap
L__~ A
HAND HOLEDETAIL ’A’
---- 11 gauge galvanizedoctagonal steel trafficsignal pole see fabricationdata.
Octagonal Pole
--Handhole Detail ’A’Cover Detail B
/-Base plate
!: "b" (Note 1)
POLE
6mm (1/4") National-Course Ground Stud
!"r
SECTION A-A
NOTES:1. The diameter shall be measured
across the flats.
A. All dimensions are in millimetresor metres unless otherwise shown.
F--~ B
60R
Locking Bar25xl 50x6mm Thick
Rubber Gasket
3mm GalvanizedSteel or Aluminum Plate
HAND HOLE COVERDETAIL ’B’ SECTION B-B
6mm Dia x 50mmCaptive Stainless steelAllen Head Screw
FABRICATION DATA
Pole Bottom Top Maximum armPole Length O.D. O.D. lengthType l~a ~ "b" ~C~
m mm mm Arm 1 Arm 2m m
Pedesta I 206 206 n/a n/a8315 4.6 160 80 n/a n/a8520 6.1 184 100 4.6 n/a8524 7.3 184 100 4.6 n/a8535 10.7 254 1 o0 4.6 4.68545 13.7 254 1 o0 5.5 4.6862O 6.1 248 146 7.3 4.68624 7.3 248 125 6.1 4.6
DWG STS-4.03 DATE
CITY OF LONDON STANDARD DRAWINGGALVANIZED OCTAGONAL
STEEL POLE, BASE MOUNTED200~_1_22:~ APPROVED BY
3ITY ENGINEER ~ ~
Pole base plate190mm 600
Ty pNOTE:A. All dmersions are in millimetres unlessB. Pole cap to be welded.
otherwise shown.
CITY OF LONDON STANDARD DRAWING
PEDESTRIAN PUSHBUTTON POLE
DWG STh—4.04 DATE 2014_CB_fR0BY
_____
Pedestrianpush butlon
27mm die roundaluminum pole
75xlOOmm handholecover
Concrete footingSTS—5.01, 5.02
50mm duct -
to traffic controller
190mm
c-i
NOTE:
A All dimensions ate in millimetres unless otherwise shown.B Frangible base shall be installed according to the manufacturer’s recommendations.
CITY OF LONDON STANDARD DRAWINC
POLE MOUN11NG DETALSFOR BASE MOUNTED METAL POLE
DWO s-s 4 05 DATE C IPPROVED BY -.—2Ol7—ll—Oc’lTy ENGINEER_—77t
bflPole base plate
Minimum 2 threadsshowing above nut
Reaction plate
Grooved couplerOPSD—2426.0 1
Anchorage assemblySIS —5.03
40mm maximum35mm minimumclearance
FRANGIBLE BASE — GROOVED COUPLER NO FRANGIBLE BASE
Tapered elliptical bracket 7OPSD 2420.01
""::::::I
SINGLE OR DO UBLE TAPERED IELLIPTICAL BRACKET AND LUMINAIRE
~..~~Metal Pole~ Variessms-4.o~$TS4.02$TS4.03
~ Handhole ~- Handhole
/--Frangible basegrade~£,. .~~~, OPSD 2428.0"1
r ~ ~ /Finished
.,’, ¯ ,- ¯
o~¯ ¯ o
¯ ¯
. -: o. Concrete footing ¯. -.¯
’~o
¯¯¯
¯ ¯
BASE MOUNTED FRANGIBLE BASEMOUNTED
CITY OF LONDON STANDARD DRAWING
METAL LIGHTING POLEBASE MOUNTED
DWG STS-4.06 DATE 2009-1-22CITY ENGINEER
75mm minimum-, /~-/ erlonPlywood template ---z~~ concrete cover
/// \\ ,/,/~
~~ ~~ Direction of conduits ~[ [ ] i~~ as shown in ~~
~~~
contract
~~
~ ~ ~ ~ Plywood template ~-~~ m~ ,~ / set level. Remove too ~IN / finish concrete after& / initial set.
~ ~75 / ¯ ~ 50mm wide x 25mm~ 75~ ~ /i ~ 20mm chamfer ~ ~ //~ deep groove sloped
Note 3- ~ ;~J~; / / r~ Finished grade line ~ ~Z / / ~to provide drainage
’ r~ I I :1 ~F- -.... T
~ ,; dHI = AnchorogeR ~ ~// Note 1 Fibre tubing ~-- "--~ .... Remove Fibre~ ~0. ~ formwork, 600mm ~ tubing
"~’~ ~ minim u m depth ~-- ~ .... formwork,~~~ ’ 300mm below
:---~- grade after, ~~ ~ ~~ 4-10M ties ~-------- ~ concrete sets"----~~ I ~ ~ ~ @ 150mm c/c
lOOmm-- -- ~ ~,~ See t~ble for number--~----TCp !~ X,X of IOM ties @ ! j " ~___,
’B ~&
~ 75mm rigid ,duct sleeveNote 2
ELEVATIONLAYOUT
8-20M rods
ELEVATIONREINFORCEMENT
NOTES:1 For onchorage ossembly see STS-5.03.
2 Minimum of two sleeves required for eachconcrete footing. Three sleeves os specified.
Top of footing shall be installed flush with finishedgrade in paved or concrete areas and 75mm-I-15mm above finished grade in earth or granulararea s.
A For pole mounting details see STS-4.05.
B All pole bases shall be constructed in accordancewith OPSS 616.
C Anchor assembly and conduits are to be placed inthe centre of footing.
D 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 withindentation on top of footing.
F All dimensions are in millimetres unless otherwiseshown.
G To be read in conjunction with STS-5.02.
DWG STS-5.01 DATE
CITY OF LONDON STANDARD DRAWING
CONCRETE FOOTING FOR BASEMOUNTED POLE
CITY ENGINEER
* Maintenance replacement only for existing conditions
NOTES:1 For anchorage assembly see STS—5.03.
2 Minimum of two sleeves required foreach concrete footing. Three sleevesas specified.
3 lop of footing shall be installed flushwith finished grade in paved or concreteareas and 75mm ±15mm above finishedgrade in earth or granular areas.
A For pole mounting details see STS—4.05.
B All pole bases shall be constructed inaccordance with OPSS 616.
C Anchor assembly and conduits are to beplaced in the centre of footing.
ANCHORASS.
S—STEELAL—ALUMINUMc—CON CRETE
POLE FOUNDATION CAGETYPE LENGTH DIA. DEPTH ROD NO. OF TIES LAP DIA.
m mm mm mm mm
.4’ 9’ LENGTH 12’ AT 150 AT 450 12’ 12’ BCD
C/C C/C mm mm mm
S 451 5 (PATHWAY LIGHTING) 4.6 450 1500 N/A N/A N/A N/A N/A N/A 254
S 8312 3.6 450 1400 1200 100 4 1 180 300 242
S 8315 4.6 600 1400 1200 100 4 1 180 450 242
S 8520 6.1LD 760 2750 2000 100 4 3 300 560 406
S 8620 6.1HD 760 2150 2000 100 4 3 300 560 406
S 8624 7.3HD 760 2400 2200 100 4 3 300 560 406
S 8535 10.7 760 2600 2450 100 4 4 300 560 406
S 8545 13.1 760 2900 2750 150 4 4 300 560 406
AL TP5—550A—AB—190 1.5 300 1200 N/A N/A N/A N/A N/A N/A 190
AL 1P12—645C—AB—242 3.6 450 1400 1200 100 4 1 180 300 242
AL TP15—645C—AB—242 4.6 600 2150 2000 100 4 3 180 460 242
AL TP19—866C—AB—292 5.8LD 760 2150 2000 100 4 3 300 560 292
AL TP19—1080E—AB—4O6 5.8HD 760 2150 2000 100 4 3 300 560 406
AL TP19—1080E—AB—406 * 5.8HD 600 2150 2000 100 4 3 220 460 406
AL ET35—1055E—AB—4O6 9.8 760 2600 2450 100 4 4 300 560 406
AL E35—845E—AB—292 9.8 760 2600 2450 100 4 4 300 560 292
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.
CITY OF LONDON STANDARD DRAWING
DWG STS-7.04 IOA~E
TRAFFIC SIGNALDOUBLE ARM BRACKET
d~PPROVED BY200g-1-22 "~ITY ENGINEER
!I !-Single member arm
CL Head
-- 1
VariesPole
Traffic signal -- o .... :::::: ..... I!Typ
150mm drip loop~-- Note 4 ,-~I~ oo " =~i ~:1o W,r,n~ a~erture ~~iJ ,
Notes 5 und 5
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
500mm flasherbeacon
SIDE VIEW
5.6m aluminum pole75x100mm handhole withcoverFinished grade
IPole anchorage,sts-5.03I
IFooting
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
FOR COUNTDOWN SIGNALS AT NON—ACTUATED LOCATIONS
PEDESTRIANSSTART CROSSING
Stay alert forturning vehicles
DO NOT CROSS
Finish crossingIf Already Started
TIME REMAINING
To Finish Crossing
DO NOT START
Wait for YourWalk Signal
INFORMATIONCall 519-661-8410
NOTE1. MATERIAL TO BE1.6mm GAUCE ALUMINUM
203mm
DAlE -1C1APPROED BY201 4-O8-8 ‘CiTI ENGINEER.
DWG sm—.io
TRAFFIC SIGNAL HEAD CABLE CLAMP ASSEMBLY
—OPTICAL PRE—EMPTION DETECTOR
OPTICAL PRE—EMPTION DETECTORCABLE (75mm DRIP LOOP)
ALUMINUM SINGLE MEMBERMAST ARM
POLE WIRING APERTURE, FIELD DRILL,DEBURRED
MAST ARM MOUNTING
A. ASSEMBLY TO MOUNTED ON SPANCABLES OVER TOP OF ROADWAY WITHIN1.0M OF TRAFFIC SIGNALS SPECIFIED.
B. ALL HARDWARE FITtINGS SHALL BECAST ALUMINUM WITH WITH STAINLESSSTEEL MOUNTING HARDWARE
U NIT
300
USPENSION CABLEWIRE ENTRANCE ASSEMBLY
— 16mm STAINLESS STEEL STRAPPING4.5KN ULTIMATE STRENGTH
MAXI BRACKET & 20mm GALVANIZED STEELNIPPLE OR MANUFACTURER’S BRACKET
9mm DIA. THREADED POLY PIPE
0‘1,
RPVC LB
OPTICAL PRE—EMPTION DETECTOR
DIA. THREADED POLY PIPE
mm
20mm GALVANIZED STEELCLOSE NIPPLES C/WLOCK NUTS & BUSHINGS
DIA. REDUCERDIA. T FITtING
DIA. AL. PIPE
E BALANCER
20mm GALVANIZED STEELCLOSED 90mm DIA. BEND(PULL BEND)
•CABLE CLAMP ASSEMBLY
TRAFFIC SIGNAL HEAD
SIGNAL POLE
NOTE:
MILLIMETRES UNLESSIN SPAN MOUNTED
OTHERWISE SHOWN.
CTY OF LONDON STANDARD DRAWNC
EMERGENCY OPTICAL PRE—EMPTIONDETECTOR HEADPOLE MOUNTED
DWO STS—9.1 DATE ‘APPROVED BY
_________________________________
2017_11_0drITY
cs
t00*t r 4 X 22mrî HoLES oN ¡00mm DlA. BOLT clRcLE TOACCEPT 19mm ANCHOR BOLTS x 685mm LENGTHMAX BOLT PROJECTìON somm
90mm DlA.WRING HOLE
4-CAST ALUM.C2O NUT COVERS
,I5, KING CLASSICHIGHWAYIVIAN oR USICAMBRIDGE SPUNCONCRE]E POLE(AZ"IEC JADE)
BASEPLATE DETAIL
DUCT 150mm ABOVETOP OF BASE
BOLT PROJECTONMIN 40mm MAX 50mm
SEE BASE DETAILSTS-5,01 ondsTs-5.02
90mmx265mmRECESSEO HANDDHOLE& COVERPLAIE C,^rYGROUND CONNECTORPLUS ROBERTSONSCREWS
NAMEPLATE
ANCHOR ROD (55,000PSI MIN YIELD)19mm ANCHOR BOLTS
x 685mm LENGTH
NOÏES:
1) TO BE USEO lN CONJUNCTIONwrH sTS-10.05
2) ALL DIMENSIONS ARE lN mmUNLESS OTHERWSE SHOWN
RIGID P,V.C. DUCT(Ç.s.A. czz.2 No.211.2)
CITY OF LONDON STANDARD DRAVT'ING
D E coR A Ï vE o gxuloil/ð, ft ?Èb. TlTu å=TE
srR I A N P oLE,
Dffi rrs-to.ot DATEzslz- iliç'om*ål -JJ* "U-
1. HOLE TO BE AUCERED OR ,'HYDRO VAC'"
2. ADD 150mm GRAVEL To BOTToM OF
HOLE TO FIRM POLE BASE SETTINGS
5. SET POLE ENSURING BASE OF
POLE IS AT FINISHED GRADE
4, BACKFILL AND TAMP BOTTOM 45ommBEFORE FINAL PLUMBING OF POLE.IHEN
CONTINUE TO BACKFILL
5, USE NON_SHRINK MATERIAL FOR
BACKFTLL FOR TAMPING EVERY 500mmUP fO THE LEVEL OF EXISTING
UNDERBASE
15' KING CLASSICHIGHWAYMAN OR USICAMERIDGE SPUNCONCRETE POLE(AZTEc JADE)
FINISHED GRADE
REDUCERCOUPLING(rn.)
90mmx265mmRECESSED HANDDHOLE& covERPLATE C/WGROUND CONNECIORPLUS ROEERTSONSCREWS
50mm RPVC
NAMEPLATE
(TYP.)
40mm FLEXDUCT TORPVÇCOUPLING(TYP.)
50 RIGID P.V.C. DUCT(c.s.A. c22.2 NO.211.2)
NOÏES:
1) TO BE USED lN CONJUNCTONWTH STS-10,03
2) ALL DIMENSIONS ARE lN mmUNLESS OTHERWSE SHOWN
CITY OF LONDON STANDARD DRAVI,ING
DECORATIVE DOWNTOWNDIRECT
CONCRETE PEDESTRIAN PQLEBURTED ( 4.6m )
Dffislr-to.oe DATE #,?02-ü-tt\PPROVED BY Ot "lIW ENGINEER --4¿{ate rrl¿¿4:¡------'
ELEVATION
2— FLOWER POT HOLDERSx 450mm LENGTH fIPS ALUM. PIPE)C/w CAST ALUM. ARROWHEADSPAINT GREEN RAL 6012
2—PIECE CAST ALUMINIUMCLAMPING DEVICE(PAINT: FEDERAL GREEN)
KING KG2O GLOBE ORLUMEC NWOO3 70W HPS LUMINAIREDAPPLED POLYCARBONATE,TYPE III, GLASS REFRACTORC/W DECORATIVE BASKET& K5O (MOD) CAPITALPAINT: GREEN RAL 6012
15’ KING CLASSIC HIGHWAYMANDR USI CAMBRIDGESPUN CONCRETE POLE
COLOUR & FINISHAZTEC JADE
NOTE:A. 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.
TOP VIEW
FLOWER POTSBY OThERS
ELEVATION LUMINAIRE DETAIL
4x22mm HOLES ON 300mm DIA. BOLTCIRCLE TO ACCEPT 19mm ANCHORBOLTS x 685mm LENGTH
(4) CAST ALUM.C3O NUT COVERS(PAINT: GREEN RAL 6012) ARM
PLAN—BASEPLATE DETAIL
CITY OF LONDON STANDARD DRAWING
DECORATIVE DOWNTOWN CONCRETE PEDESTRIAN POLE
DWG DATE (JAPPROVED BY
_
ASTS— 10.03 2017—1 1—Or ITY EN0INEER.-7l/
C
r20tt- 4x22mm HOLES ON 362mm DlA. BOL'ÍCIRCLE TO ACCEPT 19mm ANCHORBOLTS x 685mm LENGTH
l5omm DlA.WRING HOLE
+-CAST ALUM,OJO NUT COI/ERS
BASE PLATE DETAIL25. KING CLASSICHIGHWAYMAN OR USICAMBRIDGE SPUNCONCREIE POLE(AZTEC JADE)
DUCT 150mm ABOVE
ÍOP OF BASE
BOLT PROJECTION
MIN 40mm MAX 50mm
SEE BASE DETAILSTS-5.0I ANDsrs-5.02
ANCHOR ROD (55.000 PSt
MIN YIELD) 19mm ANCHORBOLTS x 685mm LENGïH
90mmx265mmRECESSED HANDDHOLE& covERPLATE C/WGROUND CONNEC-TORPLUS ROBERÏSONSCREWS
NAMEPLA]E
C5O BASEPLA'IE(SEE DETAIL)
NOTES:
1) TO BE USED rN CONJUNCTONvirrH sTS-l0.06 AND STS-10.07
2) ALL DIMENSIONS ARE lN mmUNLESS OTHERWSE SHOWN
50 RIGID P.V.C. DUCT
c.s.A. c22.2 NO.211.2)
CITY OF LONDON STANDARD DRAWING
DECORATIVE DOWNTOWN CONCRETE POLE,BASE MOUNTED ( 7.6M )
offisrs-ro.o4 oo* **æ-& APPROI/ED BYCITY EHgilEER '/r;--'-
120lr- ,I. HOLE TO BE AUGERED OR ,,HYDRO VAC"
2. ADD 150mm GRAVEL TO BOTTOM OF
HOLE TO FIRM POLE BASE SETTINGS
3, SET POLE ENSURING BASE OF
POLE IS AT FINISHED GRADE
4. BACKFILL AND TAMP BOTTOM 450mmBEFORE FINAL PLUMBING OF POLE
IHEN CONTNUE TO BACKFILL
5. USE NON-SHRINK MATERIAL FOR
BACKFILL FOR TAMPING EVERY 300mmUP TO THE LEVEL OF EXISTING
UNDERBASE
KING CLASSICHIGHWAYMAN OR USICAMBRIDGE SPUNCONCRETE POLE(AZTEC JADE)
DUCT 'l50mm ABOVE
FINISHED GRADE
560mm DlA.
FINISHED GRADE
90mmx265mmRECESSEDHANDDHOLE &covERPLATE C/W 'GROUND CONNECTORPLUS ROBERTSONSCREWS
(rYP.)
50mm FLEXDUCT TORPVCCOUPLING(TYP.)NAMEPLATE
50 RIG1D P.V.C. OUCT
(c.s.A. c22.2 No.211.2)
NO]ES:
I) TO BE USED IN CONJUNCTIONW'fH STS_10.06 AND STS-10.07
2) ALL D|MENSIoNS ARE lN mmUNLESS O]HERWISE SHOWìV
CITY OF LONDON STANDARD DRAWNG
DECORATIVE DOWNTOWNDIRECT BURIED
CONCRETE( 7.6m )POLE_
Dffiro-'o.os DATE /,.?p',2-r'[-¡ff'
)I/E) BYT{GINEER
,rh>
TOP VIEW2— FLOWER POT HOLDERS
450mm LENGTH (IPS ALUM. PIPE)C/W CAST ALUM. ARROWHEADSPAINT GREEN RAL 6012
FLOWER POTSBY OTHERS
15A/120V GElDUPLEX RECEPTACLE C/W “WHILE IN USE”WEATHERPROOF COVERPLATEPAINT; GREEN RAL 6012
2— BANNER ARMS(25mm IPS ALUM. PIPE) C/WCAST ALUM. BANNER BALLSPAINT: GREEN RAL 6012
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
2— BANNER ARMS(25mm IPS ALUM. PIPE) C/WCAST ALUM. BANNER BALLSPAINT: GREEN RAL 6012
2—PIECE CAST ALUMINIUMCLAMPING DEViCEPAINT: GREEN RAL 6012
25’ KING CLASSIC HIGHWAYMANOR USI CAMBRIDGESPUN CONCRETE POLE
4x22mm HOLES ON 362mm DIA. BOLTCIRCLE TO ACCEPT 19mm ANCHORBOLTS x 665mm LENGTH
150mm DIA.WRING HOLE
LUMINAIREARM
CITY OF LONDON STANDARD DRAWINC
DECORATIVE DOWNTOWN CONCRETEPOLE IN CENTRE MEDIAN ISLAND
DWC DATE ,-jAPPROVED BYSTS—1O.O7 2O17—11—OttITY ENCINEER—8?
Oi ’o
PLAN ~VIEW
IN HANDHOLE EACH ClRCUTTO BE FUSED INDI~DUALLY~ K~15 INLINE FUSE KIT
GROUND S~D
JUNC~ON BOX
~~ ~AWG S~ANDED BARE~:~:~
~~ ~ GROUND TO BE CONNEC~D~- / TO GROUND ROD AS
40 or 50mm FLEX ~ ~ REQUIREDDUCT~ ~ ~=_
~, k 1 ,6 AWG I NSULA~D~
~/%J
~ GROUND7
CITY OF LONDON STANDARD DRAWING
DECREATIVE DIERCT BURIED
DWC’sTS_IO.O8DATE [ ~°PROVED BY
200~-1-22~:~ OITY ENGINEER
POLE LAYOU T (TYP.)
#12 AWG stranded copperground wire to luminaire(s)Note 1
Ground stud
’BURNDY’ type compressionconnectors, copper tocopper with 5M Scotchcastkits
Low voltagecables
Line 1Neutral 1
Line 2Neutral 2Line ,5Neutral
#6 AWG insulated strandedcopper ground wire
Cable to cable ground connection
#12 AWG lowvoltage riser wiresFuse holder kitwith 600V, 15AKTK fuse
Pole Handhole
Junction Box
Tap run where required
Cable to groundelectrode connection
Ground electrodelocated as indicatedon lighting layoutdrawings
NOTES:A. Underground connections will only be permitted where ,5 or more circuits are to be
connected in a decorative concrete pole handhole otherwise OPSD 2255.020 shall apply.
DWG STS-IO.09
CITY OF LONDON STANDARD DRAWING
DOWNTOWN POLE WIRING DIAGRAM120V SYSTEM
IDATE r_L~PPROVED BY2o0~-1-22 ~! CITY ENGINEER ,~ "
KllSBE WASHINGTONLUMINAIREC/W #1 FINIAL& GENERAL ELECTRIC RING(BOTH PAINT: GOLD)& K5/K9 CAPITAL(PAINT: GREEN RAL 6012)
PHOTO BUTTON CELL
KT14 TALISMANSPUN CONCRETE POLE
COLOUR & FINISHES1 AZTEC JADEBLACK-OO-GC-GF
COATING REQUIRED-2 COATS SC3 ACRYLIC FULL LENGTH
x 203mm RECESSEDPOLYMER H.H.BOX& COVERPLATEC/W GROUND CONNECTOR& ROBERTSON SCREWSCOLOUR: GREEN
EE
63.5mm x 1:WIRING APERBOTH SIDES
241 rn rn
130ram
LUMINAIRE SPECIFICATIONSCATALOGUE No: K118-EAR-11-100(MOG)
-HPS-120(MT)-K5/K9-PBC-GRQUANITITY:GLOBE MAT’L ACRYLICIES CLASSIFIC: TYPE 11WATTAGE: 100WLIGHT SOURCE: HIGH PRESSURE SODIUMLIGHT VOLTAGE 120V (MULTI-TAP)POLE ADAPTOR: K5/K9OPTIONS: PHOTO BUTTON CELL:
GENERAL ELECTRIC RING
POLE SPECIFICATIONSCATALOGUE No: KT14-G-E51
S/F K5
QUANTITY:SECTION: FLUTED OCTAGAGONALCOLOUR: AZTEC JADEFINISH: ETCHEDPOLE TOP: 9" (229mm) FL/FLPOLE BUTT: 9 1/2" (241mm) 0POLE LENGTH: 18’ 5" (468mm)APPROX WEIGHT 1,370 ibs.
NAMEPLATEH.H.BOX
THRU APERTURE
TOP VIEW
o
CITY OF LONDON STANDARD DRAWING
DECORATIVE CONCRETE RESIDENTIAL POLE
DWG STS-IO.lO IDATE (-_LAPPROvF-.D BY~200g-1-22 ~:P~DITY ENGINEER~ "
760-- ~.........~PH OTOCELL 3 #12 RWU90
~:~2~SC 245-105-R3-PY AEL FIXTURE C/W100 W 120V HPS TOP HAT
FIXTURE FUSING THROUGH INSPLICING INHANDHOLE ~ ~/./"~"~’~ IN LINE FUSE KIT--~ GROUND STUD
~~ ~ GROUNDWIRE CONNECTEDTO GROUND LUG INSIDE HANDHOLE
,,FINISHED GRADE
~ COMPACTED SOIL
" /.---#6 AWG GROUND TYP.
/ REDUCER COUPLING
~~_Ll’~--~5Omm RPVC (TYP.)
40ram FLEX DUCTTO COUPLINGLOW VOLTAGE CABLE
~ 254x254x6.35
HANDHOLE ) f BLACK EPOXY COATING TO EXTENDABOVE GROUND LINE (1.2m MAX. - O.6m MIN) ALUMINUM PLATE WELDED TOBASE OF POLE WITH DRAIN HOLE
FINISHED GRADE
WIRING -~,.- }APERATURE
~ USUALLY 1.Sm NOTE:BUT MAY VARY - 1 FUSE HOLDER TO BE IN-LINE TYPE, 600V,SEE LAYOUT COMPLETE WITH 15A KTK FUSE ANDDRAWING INSULATING BOOTS.
CITY OF LONDON STANDARD DRAWINGORNAMENTAL RESIDENTIAL POLE
WITH POST TOP LUMINAIREDW(; STS-10.11 DATE 2009-1-2"2~~’ITY ENGINEER
> GROVES 150mm APART~ u.{ (C TO C)IN THE
om DIRECTION OFCROSSWALK
1.5m MINIMUM(TYPICAL)
SIDEWALK~
3m TYPICAL
1.5m (MINIMUM DROP CURBTYPICAL)
SIDEWALK
,:5x_.__ LIMIT OF RAMP SIDEWALK GROOVES IN THE
(TYPICAL) NORTH / SOUTH DIRECTION
EXTEND THROUGH THE
EAST / WEST SIDEWALKE E EE
oE Eo o
RADIUS = 50mm
150mm I 150mm 150mm ..- = 150mm -- RADIUS = lOmmNOTE: ~ - -ONLY TO BE INSTALLED ONTRANSPORTATION PLANNING ANDDESIGN DIVISION’S DIRECTION. TOTAL WIDTH = 600mm
DETAIL OF GROOVES
CITY OF LONDON STANDARD DRAWING
CNIB RAMPS
DWG DATE ~,PPROVED BYSTS-11.00 200~-1-22 31TY ENGINEER
CURB CUT FORSIDEWALK TRANSITION
(SEE DWG. SR-L2)
/ co/yeS/c,
SQ1J44
44’Oc&t
PEDESTRIAN PUSHBUTTON POLES
EXTENDED CROSSWALK LINEMUST LINE UP WITH EDGE OFPOLE
CONCRETE SIDEWALK TO EXTENDTO THE BACK EDGE OF POLE BASE
TACTILE PLATESCURB CUT FOR
SIDEWALK TRANSITION(SEE DWG. SR-I.21
START CROSSWALK IN LINEWITH CONCRETE CURB CUT.
(MIN. I.Om)
START CROSSWALK IN LINEWITH CONCRETE CURB CUT.
NOTE:EACH LOCATION IS SITE
SPECIFIC AND REQUIRES
CONSULTATION WITH THEROADWAY LIGHTING ANDTRAFFIC CONTROL DIVISION.
TYPICAL INTERSEC71ON
CITY OF LONDON STANDARD DRAWING
SIDEWALK TRANSITION LOCATIONS AT NEW SIGNALIZED INTERSECTIONS
IF REQUIREDLI
N
DATE I APPROVED BYDWG:STS — 11.01 2014 OB 23 CITY ENGINEE NTS
CITY OF LONDON STANDARD DRAWING
A
SIDEWALK TRANSITION LOCATIONS AT NEW SIGNALIZED INTERSECTIONS
CURB CUT FORSIDEWALK TRANSITION
(SEE DWG. SR-I.2)
//
I.-.]
/
I... —
I /
PEDESTRIAN PUSHBUTTON POLES
EXTENDED CROSSWALK LINEMUST LINE UP WITH EDGE OFPOLE
coV.c•
TACTILE PLATES
START CROSSWALK IN LINEWITH CONCRETE CURB CUT.
NOTE:
SSS
CURB CUT FORSIDEWALK TRANSITION
(SEE DWG. SR-I.2)
EACH LOCATION IS SITE
SPECIFIC AND REQUIRESCONSULTATION WITH THE
ROADWAY LIGHTING AND
TRAFFIC CONTROL DIVISION.
START CROSSWALK IN LINEWITH CONCRETE CURB CUT.
PEDThI PUSH-1SVTION LOCATIONS [ — —
________
\
SCA BLJP/}
TYPICAL INTERSECTION
DATE I APPROVED BY
______
DWG:STS — 11.02 2014 08 23 CI ENGINEER: NTS
CIT’( OF LONDON STANDARD DRAWING
SIDEWALK TRANSITION LOCATIONS AT NEW SIGNALIZED INTERSECTIONS
PEDESTRIAN PUSHBUTTON POLE
TYPICAL INTERSECTION
EXTENDED CROSSWALK LINEMUST LINE UP WITH EDGEOF POLE.
NOTE:
co,vc.
EACH LOCATION IS SITE
SPECIFIC AND REQUIRES
CONSULTATION WITH THEROADWAY LIGHTING AND
TRAFFIC CONTROL DIVISION.
EXTEND BACK EDGE OF SIDEWALKTO BACK EDGE OF POLE BASEI.5m EACH SIDE.
CURB CUT FOR
WITH
VARIES
SIT ON LENGT H
IVARIES)MIN. 3.Om
MAY OR MAY NOT HAVE RAISEDCURB IN BETWEEN CROSSWALKS.
START CROSSWALK IN LINEWITH CONCRETE CURB CUT.
TACTILE PLATES SHALL EXTEND THE FULL LENGTH OF THETRANSITION IF THERE IS NO RAISED CURB BETWEEN TRANSITIONS.
DWG:STS — 11.03
DATE2014 08 21
Je(j NTS
ci
NOTE:
EACH LOCATION IS SITE
SPECIFIC AND REQUIRES
CONSULTATION WITH THE
ROADWAY LIGHTING AND
TRAFFIC CONTROL DIVISION.
--V.,-.
TACTILEPLATES
/:--
(SEE OWG. STS-II.06/7 ‘ç. TO 11.09)
CITY OF LONDON STANDARD DRAWING
SIDEWALK TRANSITION LOCATIONS AT NEW SIGNALIZED INTERSECTIONS
PEDESTRIAN PUSHSUTTON POLE
QsTACTILE PLATES
(SEE DG. STS-lI.O6-. TO 11.09) J
CURB CUT FORSIDEWALK TRANSITION
(SEE DWG. SR-I.21
El /
ImUsNI BUflON LO11ON — —
SEE BLOW-UP—.”-
Th’PICAL INTERSEC11ON
(MIN.z I.Om)
• START CROSSWALK IN LINEWITH CONCRETE CURB CUT.
EXTENDED CROSSWALK LINEMUST LINE UP WITH EDGE OFPOLE
DWG:STS — 11.04
DATE f- APPROVEDNTS2014 08 23 CITY ENGINEER
NOTE:EACH LOCATION IS SITE
SPECIFIC AND REQUIRES
CONSULTATION WITH THE
ROADWAY LIGHTING AND
TRAFFIC CONTROL DIVISION.
SI- - - -. -92
_--
\\/
CITY OF LONDON STANDARD DRAWING
POLE ‘A’
POLE ‘B’ PEDESTRIAN PUSHBUTTON POLE
2nd BUTTON IFPOLE ‘B 5 NOTPRESENT
EXTEND BACK EDGE OFCROSSWALK ON BOTHSIDES 10 THE BACK EDGEOF POLE BASE WITH I.5mON EACH SIDE.
CURB CUT FOREXTENDED CROSSWALK LINE MUSTLINE UP WITH THE EDGE OF POLE.
VARIES
tMIN.z I.Om)
CURB CUT FOR
EXTENDED CROSSWALK —‘
LINE MUST LINE UP WITHEDGE OF POLE.
IF POLE ‘B’ IS NOT PRESENT. EXTENDED ‘INSIDE’CROSSWALK LINE TO LINE UP WITH POLE ‘ALOCATIONS AT EDGE OF POLE.
START CROSSWALK IN LINEWITH CONCRETE CURB CUT.
SIDEWALK TRANSITION LOCATIONS AT NEW SIGNALIZED INTERSECTIONSDWG: DATE APPROVED BY
NTSSIS — 11.05 2014 08 23 CITY ENGINEER:
‘A’ BACK OF SIDEWALK
BACK OFSIDEWALK
CITY OF LONDON STANDARD DRAWING
TACTILE PLATE LOCATION DETAILS AND CROSS-SECTIONSDWG:
STS — 11.06DATE I APPROVED BY
NTS2014 08 21 ‘ CITY ENGINEER:
-J
C”
0C-,
(SEE DWC. STS-I).OOTO 11.09)
47 MAX.SLOPE
CURB AND GUTTER
I.22m MINIMUM —
BACK OF XX MAX. SLOPE —
SIDEWALK- CONC. SIDEWALK
SECTION ‘A’—’A’
4X MAX.SLOPE
TACTILE PLATE
MID-BLOCK TRANSITION DETAIL
CONC. CURB& GUTTER
I.22rn MAXIMUM
SIDEWALK
SLOPE
CONC
CURB
SECTION ‘B’—’B
TACTILE PLATE
CONC. CURB& GUTTER
uOPE
NARROW SIDEWALK DETAIL
TACTILE PLATE
CONC. SIDE WALK
____ SLO
SAFE PED.CROSSING ROUTE
II.51T1 MINIMUM)
SECTION ‘C’-’C’
CURB RAMP AT MEDIAN
MEDIAN
TACTILE PLATE
SAFE PED.
CROSSING ROUTE
TACTILE PLATE TACTILE PLATE
CITY OF LONDON STANDARD DRAWING
TACTILE PIATE ISLAND LOCATIONS AND CROSS-SECTIONSDWG: srs - 11.07
DATE2012 08 23
APPROVED BYcrrY ENGINEER: Å/tu t¡,È NTS
VARIES
crr’ OF LONDON STANDARD DRAWING
TACTILE PLATE DETAILS AND SECTIONS
ACCESS RAMP TO ROAD
, ........_........O.O6m
A •••••••••••••••••••
........ ......,....
...................
...................
...................
...................
rzB
0
TACTILE PLATE DETAIL
NAGE SLOTS ON EACH FRONT
CORNER. MINIMUM 100mm WIDE
B— 0
0
1—SEE NODE DETAIL
/ c—SEE CROSS-SECTION OFI I TACTILE PLATE
CONC. SIDEWALK TACTILE PLATE / / TOP OF NODE MUST BE
/ / J / / FLUSH WITH SIDEWALK
iZ
SECTION THROUGH TACTILE PLATE
NOTE CONCRETE MUST PROTRUDE THROUGH ALL LIFTING HOLES AND BE WIPED FLUSH.ANY HOLES SHALL BE FILLED WITH CONCRETE CAULKING.
_____
0.OO5m
TACTILE BASE 0.01Dm
NODE DETAIL
LIFTING HOLEFILLED WITH CONCRETE\
41LEZBASE/’Z
CONCRETE
CROSS—SECTION OF TACTILE PLATE
DWG:STS — 11.08 DATE
2014 08 21 NTS
(1
BARRIER CURB—.
NOTES:
I....’I .••I I....!
zi..••
MAX.20Dm
1. CONFIGURATION LAYOUT OF PLATES IS NOTLIMITED TO THE EXAMPLES SHOWN.
2. MORE OR LESS PLATES MAY BE REQUIREDTO COVER THE REQUIRED TRANSITION AREA.
3. FOR DISTANCES FROM PLATE TO BACK OF
______________
CURB AND EDGE OF TRANSITION, SEE STS—11.06.4. USE OF DETAILS ‘B & ‘C’ REQUIRE PRIOR APPROVAL
BY TRANSPORTATION PLANNING & DESIGN ORROADWAY LIGHTING & TRAFFIC CONTROL DIVISIONS.
CITY OF LONDON STANDARD DRAWING
TACTILE PLATE LAYOUTDWG:
515 — 11 .09DATE
2015 02 26PPROVEDBY
NTS
MAXIMUM SPACING OF BACK EDGEBETWEEN PLATES THAT DO NOT INTERLOCK
DETAIL ‘A’J CURB TRANSI1]ON—
DETAIL ‘B’
CURB TRANSITION—\
BARRIER CURB7
DROP CURL
‘—BARRIER CURB
DROP CURB
TRANSITION
DROP CURB
TRANSITION/—BARRIER CURB
CROSS—WALK
SEE DETAIL ‘A’—
—CURB
MARKINGS
TACTILE PLATES—
BARRIER CURB
SEE DETAIL ‘A’
(ItDETAIL ‘C’