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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Superseded / Deleted Amended / New / Current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





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


Installation Overhead Services

Bottom Entry

STS-3.02 2009-01-22 Supply Control Cabinet

Assembly Type 3S, MTO

STS-3.03 2009-10-16


Assembly Type 3S Equipment

List


Assembly Type 3S Enclosure

STS-3.05 2009-01-22


Assembly Type 3S Dead Front

Panel


Assembly Type 3S Door Latch


Assembly Type 3S

Instrument Layout


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


Assembly Type 3M Equipment

List





STS-3.10 2010-09-07 LS3M Supply Control Cabinet

Assembly Type 3M Enclosure

STS-3.11 2009-01-22


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


Assembly Type 3M Instrument

Layout

STS-3.13 2009-01-22


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





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





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


STS-8.03 2009-01-22

Flasher Beacon for Roadway


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


Sign for Countdown Signals





STS-9.10 2009-01-22

Pedestrian Crossing

Information Sign for

Countdown Signals at

Non-Actuated Locations

STS-9.10 2014-08-18


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


Pedestrian Pole – Direct Buried

(4.6m)

STS-

10.03 2012-08-09

Decorative Downtown

Concrete Pedestrian Pole

STS-

10.03 2017-11-06


Pedestrian Pole

STS-

10.04 2011-09-26

Decorative Downtown

Concrete Pole, Base

Mounted (7.6m)

STS-

10.04 2012-08-09


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


Pole, Direct Buried (7.6m)

STS-

10.06 2012-08-09

Decorative Downtown

Concrete Pole

STS-

10.06 2017-11-06


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





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


at New Signalized

Intersections

STS-

11.02 2014-08-18



STS-

11.03 2012-08-23


at New Signalized

Intersections

STS-

11.03 2014-08-18



STS-

11.04 2012-08-23


at New Signalized

Intersections

STS-

11.04 2014-08-18



STS-

11.05 2012-08-23


at New Signalized

Intersections

STS-

11.05 2014-08-18



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


at New Signalized

Intersections

STS-

11.05 2014-08-18



2012-08-23 Tactile Plate Location

Details and Cross Sections

STS-

11.06 2012-08-23

Tactile Plate Location Details

and Cross Sections





STS-11.06 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


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.


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


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-


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.


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


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


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 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


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.


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)


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


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.


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.


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


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


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


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.


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)


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


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.


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.


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.


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

_________

=

____________


L_J— Footing

Pole handhole j

Ground studTyp

Downlight



Fuse holder kit

Low voltage


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


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.


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



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


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


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


BEACON AND DOWNLIGHT FOR ROADWAY SIGN


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.


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.


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


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.


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


START CROSSING


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


DO NOT CROSS

Finish crossingIf Already Started

TIME REMAINING

To Finish Crossing

DO NOT START


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


DO NOT CROSS

Finish crossingIf Already Started

TIME REMAINING

To Finish Crossing

DO NOT START


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.


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


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


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


50 RIGID P.V.C. DUCT

c.s.A. c22.2 NO.211.2)


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


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


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.


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


150mm DIA.WRING HOLE

LUMINAIREARM


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


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


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


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


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)


NOTE:EACH LOCATION IS SITE

SPECIFIC AND REQUIRES

CONSULTATION WITH THEROADWAY LIGHTING ANDTRAFFIC CONTROL DIVISION.

TYPICAL INTERSEC71ON


SIDEWALK TRANSITION LOCATIONS AT NEW SIGNALIZED INTERSECTIONS

IF REQUIREDLI

N

DATE I APPROVED BYDWG:STS — 11.01 2014 OB 23 CITY ENGINEE NTS


A



(SEE DWG. SR-I.2)

//

I.-.]

/

I... —

I /

PEDESTRIAN PUSHBUTTON POLES


coV.c•

TACTILE PLATES


NOTE:

SSS


(SEE DWG. SR-I.2)

EACH LOCATION IS SITE

SPECIFIC AND REQUIRESCONSULTATION WITH THE

ROADWAY LIGHTING AND

TRAFFIC CONTROL DIVISION.


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


PEDESTRIAN PUSHBUTTON POLE

TYPICAL INTERSECTION

EXTENDED CROSSWALK LINEMUST LINE UP WITH EDGEOF POLE.

NOTE:

co,vc.



CONSULTATION WITH THEROADWAY LIGHTING AND


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.


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:



CONSULTATION WITH THE



--V.,-.

TACTILEPLATES

/:--

(SEE OWG. STS-II.06/7 ‘ç. TO 11.09)



PEDESTRIAN PUSHSUTTON POLE

QsTACTILE PLATES

(SEE DG. STS-lI.O6-. TO 11.09) J


(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.


DWG:STS — 11.04

DATE f- APPROVEDNTS2014 08 23 CITY ENGINEER

NOTE:EACH LOCATION IS SITE


CONSULTATION WITH THE



SI- - - -. -92

_--

\\/


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.


SIDEWALK TRANSITION LOCATIONS AT NEW SIGNALIZED INTERSECTIONSDWG: DATE APPROVED BY

NTSSIS — 11.05 2014 08 23 CITY ENGINEER:

‘A’ BACK OF SIDEWALK

BACK OFSIDEWALK


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


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.


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’

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