Drawings for Traffic Signal and Street Lighting

STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS

SUPPLEMENTAL STANDARDS FOR TRAFFIC SIGNAL AND STREET LIGHTING 2017 EDITION

STANDARD DRAWINGS FOR TRAFFIC SIGNAL AND STREET LIGHTING SUPERSEDED/DELETED CITY OF LONDON

DATED

TITLE OF DRAWING

AMENDED/NEW/CURRENT CITY OF LONDON STS-1.01

Duct Installation at Utility Crossing

2009-01-16

Duct Installation in Existing Paved Area

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

2009-01-22

Electrical Handholes Entry of Direct Buried and Encased Ducts

STS-1.03

STS-1.06

STS-1.08

2012-08-09

Prefabricated Service Box Assemblies

STS-1.07

2014-08-18

Prefabricated Service Box Assemblies

2010-09-07

Typical Loop and Street Lighting Junction Box

STS-1.08

2014-08-18

Typical Loop and Street Lighting Junction Box

2009-01-22

Electrical Handhole Precast Concrete – 600 x 600 mm

STS-1.10

2009-01-22

Typical Traffic Island Handhole / Service Box Installation

STS-1.11

2009-01-22

Electrical Handhole Installation in Slope

STS-1.12

2014-08-18

Typical Duct Configuration

STS-2.01

2009-10-16

Typical Traffic Signal Wiring Details Two to Eight Phase Systems

STS-2.02

2009-10-16

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-3.02

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-1.09

STS-1.12

STS-3.01

TITLE OF DRAWING

2009-01-22

STS-1.02

STS-1.07

DATED

2011-09-26

2010-09-07

Typical Duct Configuration

Supply Control Cabinet Installation Overhead Services Bottom Entry

STS-39



STANDARD DRAWINGS FOR TRAFFIC SIGNAL AND STREET LIGHTING AMENDED / NEW / CURRENT CITY OF LONDON

STS-3.07

DATED

2009-01-22

TITLE OF DRAWING

Supply Control Cabinet Assembly Type 3S Instrument Layout

CITY OF LONDON STS-3.06

2009-01-22

TITLE OF DRAWING Supply Control Cabinet Assembly Type 3S Door Latch

STS-3.07

2012-08-09

Supply Control Cabinet Assembly Type 3S Instrument Layout

2009-01-22

STS-3.09

2009-10-16

LS3M Supply Control Cabinet Assembly Type 3M Equipment List

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

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-3.15

2010-09-07

Power Supply (42”) Pedestal and Base Assembly

STS-3.16

2015-02-03

Residential Street Light Power Disconnect Location

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-4.03

2009-01-22

Steel Pole, Base Mounted

STS-4.04

2014-08-18

STS-3.13

STS-4.04

2009-01-22

2009-01-22

Aluminum Traffic Signal Pole Base Mounted

Pedestrian Pushbutton Pole

LS3M Supply Control Cabinet Assembly Type 3M 120/240V, 100A, 1 Phase, 3 Wire

STS-3.08

STS-3.10

STS-4.01

DATED

STS-4.05

2009-01-22

Pedestrian Pushbutton Pole Pole Mounting Details for Base Mounted Metal Pole

STS-40



STANDARD DRAWINGS FOR TRAFFIC SIGNAL AND STREET LIGHTING SUPERSEDED / DELETED CITY OF LONDON

STS-5.02

STS-5.04

STS-6.01

STS-7.02 STS-7.03

STS-7.06

STS-8.01

STS-8.02

DATED

2012-08-09

2009-01-22

2009-01-22

TITLE OF DRAWING

Concrete Footing for Base Mounted Pole

Local Grading at Pole Foundations

M.1 Controller Cabinet Base Detail

2008-10-23

Adjustable Offset Plumbizer Signal Head Hanger (IPS Signals)

2008-10-23

Double Signal Mounting Bracket (IPS Signals)

2009-10-16

2009-01-22

2009-01-22

Traffic Signal Pedestrian Head and Pushbutton Mounted on Pole Flasher Beacon and Downlight for Roadway Sign and Wiring Diagram Flasher Beacon for Roadway Sign and Wiring Diagram

AMENDED / NEW / CURRENT CITY OF LONDON

DATED

TITLE OF DRAWING

STS-4.06

2009-01-22

Metal Lighting Pole Base Mounted

STS-5.01

2009-01-22

STS-5.02

2014-08-18

STS-5.03

2010-09-07

Concrete Footing for Base Mounted Pole Concrete Footing for Base Mounted Pole Anchorage Assembly

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

M1 Controller Cabinet Base Detail

STS-6.02 Sheet 1

2015-11-02

M1 Controller Cabinet and UPS Cabinet Base Detail

STS-6.02 sheet2

2015-11-02

M1 Controller Cabinet and UPS Cabinet Base Detail

STS-7.01

2010-09-07

Traffic Signal Hanger Details

STS-7.02

2014-08-18

Adjustable Offset Plumbizer Signal Head Hanger (IPS Signals)

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

STS-7.03

STS-7.06

Single Member Arm and Signal Head

2014-08-18

Traffic Signal Pedestrian Head and Pushbutton Mounted on Pole

2014-08-18

Flasher Beacon and Downlight for Roadway Sign and Wiring Diagram

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

STS-8.01

STS-8.02

Typical Loop Layout

STS-41



STANDARD DRAWINGS FOR TRAFFIC SIGNAL AND STREET LIGHTING SUPERSEDED / DELETED CITY OF LONDON

STS-9.04

STS-9.05

DATED

TITLE OF DRAWING

AMENDED / NEW / CURRENT CITY OF LONDON

DATED

STS-9.01

2009-01-22

STS-9.02

2009-01-22

STS-9.03

2009-01-22 2014-08-18

Splice for Low and Extra Low Voltage Cables

2011-09-26

2 Wire Navigator Push Button Station (PBS)

STS-9.05

2014-08-18

2 Wire Navigator Push Button Station (PBS)

2011-09-26

Polara/Campbell Pushbutton with Latching LED

2009-10-16

STS-9.09 L/R

2009-10-16

STS-10.02

STS-10.03

Loop Detector Installation Details II

STS-9.04

2009-01-22

STS-10.1

Loop Detector Installation Details

Splice for Low and Extra Low Voltage Cables

STS-9.08

STS-9.10

Prefabricated Detector Loop

2011-09-26

STS-9.06

STS-9.07 L/R

TITLE OF DRAWING

2009-01-22

2011-09-26

2011-09-26

2011-09-26

Pedestrian Crossing Information Sign Pedestrian Crossing Information Sign at NonActuated Signals Pedestrian Crossing Information Sign for Countdown Signals Pedestrian Crossing Information Sign for Countdown Signals at Non-Actuated Locations

Decorative Downtown Concrete Pedestrian Pole, Base Mounted (4.6m) Decorative Downtown Concrete Pedestrian Pole – Direct Buried (4.6m) Decorative Downtown Concrete Pedestrian Pole

Pedestrian Crossing Information Sign

STS-9.07 L/R

2014-08-18

STS-9.08

2014-08-18

STS-9.09 L/R

2014-08-18

Pedestrian Crossing Information Sign for Countdown Signals

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-10.1

2012-08-09

Decorative Downtown Concrete Pedestrian Pole, Base Mounted (4.6m)

2012-08-09

Decorative Downtown Concrete Pedestrian Pole – Direct Buried (4.6m)

2012-08-09

Decorative Downtown Concrete Pedestrian Pole

STS-10.02

STS-10.03

Pedestrian Crossing Information Sign at Non-Actuated Signals

STS-42




DATED

STS-10.04

2011-09-26

TITLE OF DRAWING Decorative Downtown Concrete Pole, Base Mounted (7.6m) Decorative Downtown Concrete Pole, Direct Buried (7.6m)

AMENDED/NEW/CURRENT CITY OF LONDON STS10.04

2012-08-09

TITLE OF DRAWING Decorative Downtown Concrete Pole, Base Mounted (7.6m)

STS-10.05

2012-08-09

Decorative Downtown Concrete Pole, Direct Buried (7.6m)

DATED

STS-10.05

2011-09-26

STS-10.06

2011-09-26

Decorative Downtown Concrete Pole

STS-10.06

2012-08-09

Decorative Downtown Concrete Pole

STS-10.07

2011-09-26

Decorative Downtown Concrete Pole in Centre Median Island

STS-10.07

2012-08-09

Decorative Downtown Concrete Pole in Centre Median Island

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

STS-10.08

2009-01-22

Ornamental Residential Pole with Post Top Luminaire

STS-11.01

2014-08-14

Sidewalk Ramp Locations at New Signalized Intersections

STS-11.02

2014-08-18


STS-11.03

2014-08-18

STS-11.04

2014-08-18

STS-10.11

STS-11.01

2012-08-23

STS-11.02

2012-08-23

STS-11.03

2012-08-23

STS-11.04

2012-08-23

Sidewalk Ramp Locations at New Signalized Intersections Sidewalk Ramp Locations at New Signalized Intersections Sidewalk Ramp Locations at New Signalized Intersections Sidewalk Ramp Locations at New Signalized Intersections

Decorative Concrete Residential Pole



STS-43




DATED

STS-11.05

2012-08-23

STS-11.06

2012-08-23

STS-11.08

STS-11.09

TITLE OF DRAWING Sidewalk Ramp Locations at New Signalized Intersections Tactile Plate Location Details and Cross Sections

AMENDED/NEW/CURRENT CITY OF LONDON

DATED

TITLE OF DRAWING

2014-08-18


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-11.05

2012-08-23

Tactile Plate Details and Sections

STS-11.08

2012-08-23

2014-08-18

Tactile Plate Layout

STS-11.09

2015-02-26

Tactile Plate Details and Sections

Tactile Plate Layout

STS-44

600mm min--

-- Utility depth

-- Utility depth

600mm min-

Duct or outer edge ~..__L_..~ of conc encasement/~qT~...

x:

~th of Loose J ~’’/" styrofoam fill Typ.

--150

duct or encase duct

CROSSING OVER CONCRETE ENCASED UTILITY

CROSSING OVER UTILITY

Finished grade

E E

150--

150--- l"-

E E

Dia/3 - ~

Slope to avoid low point

Slope to avoid low point

where elevations permit

where elevations permit

CROSSING UNDER UTILITY

CROSSING UNDER CONCRETE ENCASED UTILITY

NOTES: A The required clearance ’x’ between the utility B Trench widths shall be kept to the and the ducts or concrete encasement is: minimum required for working space. , Manual excavation and backfill methods UTILITY ’x mm min Ducts, Direct Buried or Encased All other pipes High Voltage cables All other cables

100 .300 500 .300

shall be used, with the utility supported in place where required, where crossing under a utility is necessary. C All dimensions are in millimetres or metres unless otherwise shown.

CITY OF LONDON STANDARD DRAWING

DUCT INSTALLATION AT UTILITY CROSSING DWG STS-I.01

DATE 200~-1-22 ~o APPROVED BY ~CITY ENGINEER

----Rigid duct coupling where applicable

~

Styrofoam bedding

4oo-~ r~--~---1 9

o

o o,~1

o o o~

I

-¯

¯

Concrete structure Note 1

SECTION A-A

¯

PLAN

12mm thick x 250mm long neoprene sleeve c/w 4 stainless steel band straps

!~100 ~1 50 I"[

kRigid duct

DETAIL A WOBBLE 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.


UNDERGROUND RIGID DUCT CONNECTION AT CONCRETE STRUCTURE DWG STS-I.03

JDATE

r_[APPROV~D BY

2ooe-~-22 ~TY ENGINEER ~ ~,,~ ’

Finished grade

Duct access Concrete encasement

End bells

Steel reinforcement ¯o ¯

Bottom of knock-out for precast or 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 a minimum depth of 75mm. A All dimensions are in millimetres or metres unless otherwise shown


ELECTRICAL VAULTS ENTRY OF ENCASED DUCTS DWG STS-I.04. DATE 2009-1

DITY ENGINEER

Ground lug attached to metal frame mounting bolt Handh°le frame-~,~ I Note 2~ Handhole cover

S

Finished grade

~Ground lug weld tONote3metal cover

// 0 0

End bell for concrete encased duct system

stranded ground/ wire [.!~~i!

~’-I C°iled 1"5m °f/f#6 AWG ~.-__._..~ /’~-"~ ~,~ ~ ,),,,,i,~,~,. ,,,

#6 AWG system ground wire

RPVC Couplings~~~ ~ Duct ent~ hole Typ, Note 1

Ground rod where required

o ~°

~ ~

¯

~ ~

’

19mm cleer crushed stone drainage pocket ~nd foundation

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.

CITY

OF LONDON STANDARD DRAWING

ELECTRICAL HANDHOLES GENERAL INSTALLATION REQUIREMENTS DWG STS-I.05

DATE 2009_1_22o~

Flasher— mechanism Note 4

,—

r—iY

300mm flasher beacon Flasher load 1

light n

/

Post—top flasher beacon

//

Sign supplied and installed as indicated in the contract

‘\

Locknut

Downlight

Li

I

Malleable short locknipole 38mm dia. welded to pole

I

SIDE VIEW

No.12 AWG low voltage riser wires

3.6m aluminum pole 75xiOOmm handhole with 15o

POLE TOP DETAIL

[flnished grade

Pole handhole

=

Fuse holder kit

Pole anchorage, OPSD—2200.04

L_J—

Ground stud Typ

Footing

Low voltage

NOTES: FRONT VIEW 1 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. 4 Install flasher mechanism into knockout hole on the top of flasher beacon by use of lockring and gasket provided with flasher mechanism unit. A All field cuts, threads and holes CITY to be deburred.

OF

B All dimensions are in millimetres unless otherwise shown.

Insulated spring type connector

j

LONDON

No.6 AWG bare stranded copper ground wire

WIRING DIAGRAM

STANDARD

DRAWiNG

FLASHER BEACON AND DOWNLIGHT FOR ROADWAY SIGN AND VRING DIAGRAM DWG STS—8.O1

DATE

201

PPROVEDBY

0

Flasher load 1

flasher-

.SS’....’

Post top flasher beacon /Sign supplied:L and installed as indicated in the contract

N_

Locknut Malleable shod locknipple 38mm ewe to

I

SIDE VIEW 36m aluminum pole j

150—i

-

i___

C

/

75x100mm handhole with cover


POLE TOP DETAIL

Finished grade

Pole handhole

FFf_FF

Pole anchorage, OPSD—2200.04

Ground stud Typ

Footing

Insulated spring type connector Fuse holder kit Note 2 Low voltage cables

FRONT VIEW

No.6 AWC bare stranded NOTES: copper ground wire 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 3 Install flasher mechanism into knockout hole on the top of flasher beacon by use of lockring and gasket provided with flasher mechanism unit. A All field cuts, threads and holes CITY OF LONDON STANDARD DRAWING to be deburred.

FLASHER BEACON FOR ROADWAY SIGN

B All dimensions ore n millimetres unless otherwise shown.

AND VRING DIAGRAM

DWG STS—8.02

DATE

2014-08-18

LAPPRO’IED BY frTV ENGINEER—).

Flasher mechanisms Note 4

Flasher load 2

Downlight with post-top adapter.

Sign supplied and installed as indicated in the contract

Flasher load 1

I I I

I I

I

Bracket STS-7.04 (Typ)

500mm flasher beacon

Flasher beacon

SIDE VIEW


5.6m aluminum pole 75x100mm handhole with cover Finished grade I I I

Pole handhole Pole anchorage, sts-5.03 Footing

FRONT VIEW NOTES: 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 of flasher beacon by use of Iockring and gasket provided with flasher mechanism unit.

Ground stud (Typ)

II ~

Insulated spring type connector

I

Fuse holder kit Note 5

I I

L2-Line 2 Note 2_ N-Neutral Line 2 _~ L1-Line 1 Note 1 Low voltage N2-Neutral Line 1-Jcables

~’-No.6 AWG stranded A All field cuts, threads and holes to be deburred.

copper ground wire

WIRING DIAGRAM

B All dimensions are in millimetres


FLASHER BEACON AND DOWNLIGHT FOR ROADWAY SIGN

DWG STS-8.03

BACK EDGE OF RIGHT TURN LOOP

0

-

I

—

RIGHT TURN LANE LOOPS

12.

—I

rn,

START THE BACK EDGE OF RIGHT TURN LOOP AT THE SAME POINT OF THE ADJACENT LOOP. (SHORTER LENGTH LOOP TO ALLOW FOR 2nd AND 3rd CAR TO PLACE CALL).

-———7 / C

0 0

—

/

/

BIKE LOOPS

PAII1r BICYCLE LOOP DETECTOR MARKING CENTRALLY OVER LOOP

CONCRETE SIDEWALK

B • EXTENDED EDGE OF PAVEMENT OF THROUGH LANES

SET BACK STOP BAR LOOPS

NOTE: LOOP MAY REQUIRE EXTENDING FORWARDS IF X AREA IS GREATER THAN 7Dm.

EXTENDED EDGE OF PAVEMENT OF RITE-if TURN LANE

15Dm

-

START FRONT EDGE OF LOOP 3Dm AHEAD OF SET BACK STOP BAR AND EXTEND 7.Om BEHIND.

CONCRETE SIDEWALK CONCRETE SIDEWALK

I E

-

A

LEFT TURN ADVANCE LOOPS

START THE FRONT EDGE THE LODP 15Dm BEHIND THE STOP BAR AND EXTEND THE LOOP lOOm BACK.

CITY

r OF

—

STOP BAR LOOPS

START LOOP 4.Sm FROM EDGE OF PAVEMENT. EXTEND LENGTH OF LOOP AS NECESSARY TO ACHIEVE A MINIMUM 7.Om BEHIND STOP BAR.

NOTE ‘A’ IF 4.5m FROM EDGE OF PAVEMENT PLACES THE LOOP BEHIND THE STOP BAR, START THE LOOP 1Gm INFRONT OF STOP BAR AND EXTEND 9Dm BEHIND STOP BAR.

LONDON

STANDARD

DRAWING

TYPICAL LOOP LAYOUTS DWG:

STS

—

9.00

DATE 2014 08 21

APPROVED BY ENGINEER

CITY

CI

A

NTS

Conductor type RW 90 X-link-40 7 strands twisted

x ~ X

Twisted 10 turns/meter--~ X

’

J -~- ~Curb 0,!~" (if existing)

Top course f paving

Polarity + -

~

J

access conduit fitting

~~

~~ "~~~--/~

~

" ""’" Existing layer "~

~-~VC coupling L Flexible duct (size to suit the prefabricated loop) to splice point or electrical hundhole

VIEW A-A ~

/

Note 1

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

.,. ~

.,,~ [CLof lane

Detail ’C’ STS-9.03

For dimensions see layout drawings ~ ,, N turns of loop wire in saw-cut slot ~ ! Edge of pavement ~ ~ Loop leads in

~ Winding direction

I~ ~ ~

/I \ ’N’ turns of loop wire in sow-cut slot ~ ! \ ~,-~i~ , i i 1:3 ’ ~ _ __ ~

Asaw cut sl°t- -1-

o°

/i\

For crossing of ~ / u~-,~., \ pavement butt or irregule, rit, y, Detail B STS~ of Ed=e

A

{

i!

I

,i -..

pavement -~" ~1~. ~.#/

I

Eq~I" \i/ -~I -~-~--Leads from A T___30O mm min adjacent loop ~ 0 L.____.~___ ----..~ I, in saw cut ~Splice point, Note 1 slot =~ I .... ,

PLAN SIMPLE LOOP Splice point, Note 1 Detail ’C’ STS-9.03 For dimensions see layout drawings

~

-(~ "

I

~

~ I ..---. r ’~ I ~ "~ Winding ..... direction

I /’-~I / X:I ~Po~eCe 1p°’n~ ~ ~’y

’N’ turns of loop wire in saw-cut slot ~

¯o_ t (~ ~Loop leads

E~ !A ~___

saw-cut slot-q

A

E] A

~ -~-

k .J -r~ L___Splice point, Note 1

PLAN

For crossing of pavement butt or irregula, rity,

~D~t~ai,~B: " "~-~’’’

loop in saw cut slot

L__ Extra low voltage cable

SIMPLE/DIAMOND LOOP CONNECTIONS

Sp ice point ~ Note 1 ~ fX~~, ,

DUPLEX LOOP NOTES: 1 For location of junction box, manhole , or pole splice, refer to layout drawings. 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.

~

A, ~--~---,,

_a~y

"---- Loop ~euu=

/~

L__ Extra low voltage cable

DUPLEX LOOP

Pt~lkllkllC’t"TIt’~kl~ "~"~’~’~"v’~’~

C All dimensions ere in millimetres or metres unless otherwise shown.


LOOP DETECTOR INSTALLATION DETAILS I DWG STS-9.02

,.

PLAN DIAMOND LOOP

’~

Loop leads in I

A

Leads fro~~ I~-L -- mm j 3m~nO loop ,n sawcut slot

--

Edge of pavement ~

"-

/ ".’., .... ~u \ / chrect,on \

DATE 200~-1-22 "~ APPROVED BY ~ ~ CITY ENGINEER ’"

"

j

I

~

750

Curb where z/

Top of finished pavement

Drill 32mm dia hole through pavement

Detail ’A’

of saw cut slot

~

Round off sharp corners Joint sealant compound

~--50mm dia RPVC duct sloped LTJ [ towards splice point with L Splice point detector leads

Electrical cable sealant compound

Bottom of pavement

.,,4~.K’//II/.////I///////iili//.i~///.~

50mm dia RPVC duct to splice point

SECTION A-A OF STS-9.02 Joint sealing compound

DETAIL ’A’

Detector leads

Finished top of pavement Number of Loop Wire

~Pavement butt or irregularity L°°P wires1

Foam backer rod at 600mm maximum interval

,~200--~’ --200}q~ I

Joint sealant compound

~ o ~o

1 2 3 4 5 6

z~ Loop wire

55 55 55 60 65 70

PLAN --~ 10~F3Omm /--25mm dia x 380mm long neoprene tubing

~ 70ram min -[

Extend corner cutting to obtain full depth of slot

Angle varies

f

SECTION B-B OF STS-9.02

Foam backer rod Path of loop wire

ELEVATION DETAIL-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 in conjunction with STS-9.02.

0

Chip out or core drill to full depth of the saw slot Place the loop wire near the center of the corner to allow the sealant to flow on both sides of the wire Smooth radius l Omm saw cut

DETAIL ’C’ -AT 90" BEND


B All dimensions ere in millimetres or metres unless otherwise shown.

LOOP DETECTOR INSTALLATION DETAILS II DWG STS-9.03

DATE 2009-1-22 ~ APPROVED BY ~ITY ENGINEER ~~I/~~ .

Marrette (typical)

To detector amplifier “Burndy” type butt splice and rubber splicing tape with premium electrical vinyl tape

Extra low voltage cable

--

I

i—Double half of electrical vinyl tape

To vehicle detector

2C #14 AWG type RWU90—40t stranded copper wire leads to loop or rubber insulated leads from prefabricated type detector unit

Low voltage cable Insulated resin splices or silicon gel insulation molded cover snap—lock type splices. 3M Scotchcost kit or approved equivalent.

KLICK—IT II (or equivelant) greease filled splice kit

EXTRA LOW VOLTAGE CABLE TO DEFECTOR CABLE—SPLICING DETAIL

LOW VOLTAGE CABLE—SPLICINC DETAIL

NOTES: A Splices shall not be used unless shown on the wiring diagrams, quantity sheets, layout drawings or approved by the Contract Administrator. 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.

CITY

OF

LONDON

STANDARD

DRAWING

SPLICE FOR LOW AND EXTRA LOW VOLTAGE CABLE DWG

STh—9.04

DATE

j0c LAPPRO\’ED BY C 7) 2014-08-18 ENGINEER _-O17j>

PUSH BUTTON STATION THE 2 WIRE NAVIGATOR PBS IS THE PEDESTRIAN INTERFACE TO THE ‘NAVIGATOR ACCESSIBLE PEDESTRIAN SYSTEM’. THE SYSTEM S TO INCLUDE A CENTRAL CONTROL UNT (CCU), A CONFIGURATOR, AND PUSH BUTTON STATIONS. THE PBS IS TO PROVIDE CUES VIA BOTH A VIBRATING ARROW BUTTON AND AUDIBLE SOUNDS MAKING THE INTERSECTION ACCESSIBLE FOR ALL PEDESTRIANS. ALL SOUNDS SHALL EMANATE FROM THE BACK OF THE UNIT. THE WEATHER—PROOF SPEAKER IS TO BE PROTECTED BY A VANDAL RESISTANT SCREEN. A SUNLIGHT VISIBLE RED ‘LED’ SHALL LATCH “ON” TO CONFIRM THE BUTTON HAS BEEN PUSHED. PBS SHALL INCLUDE FRAME, SIGN, ADA COMPLIANT PUSH BUTTON, AND MOUNTING HARDWARE. BY INTERFACING WITH THE CENTRAL CONTROL UNIT THAT IS TO BE INSTALLED IN THE TRAFFIC CONTROL CABINET, THE PBS SHALL PROVIDE THE 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. —

—

—

—

—

—

—

—

—

—

1

56 bMAXT

NOTE: A. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN.

OTHERWISE

CITY

ENCAPSULATE REAR TERMINAL PRIOR TOINSTALLA11ON

B.

OF LONDON STANDARD 2 WIRE NAVIGATOR

DRANG

PUSH BUTTON STATION (PBS) DWG STS-9.05

ID

SPECIFICATIONS

BODY MATERIAL: ALUMINUM, POWDER COATED COLOUR: YELLOW BUTTON MATERIAL:

316

STAINLESS STEEL

PìEZO DRIVEN SOLID STATE SWITCH: OPERATING TTMPERATURE: -34'C rO 7+"C OPERATING VOLTAGE: 18 VDC NOMTNAL OPERATING LIFE: GREATER THAN i 00 MtLL|ON OPIRAT|ONS. SWITCH HOLD TIME: 6 SECONDS MtNtMUM. LED:

OPERATING MODE: LATCHING_ACTIVATES ONLY DURING

NON-WALK PHASES AND STAYS ON UNTIL THE BEGINNING WALK PHASE.

OF

REQUIRES ''LATCHING PUSH BUTTON CONTROL UNIT'' WHICH INSTALLED IN THE INTERSECTION CONTROL CABINET. BfEPER:

SOUNDS SIl\/ULTANEOUSLY WITH 'LED' FLASH. DIFFERENT TONES FOR PRESS AND RELEASE.

NOTE:

ALL DIMENSIONS ARE IN MILLIN/ETRES UNLTSS OTHERWIST SHOWN.

CITY OF LONDON STANDARD DRAWING POLAR A/CAMPBELL P USHBUTTON WITH LATCHING LED PRO\ED

BY

CITY ENGINEER

IS

P ED ESIR AN S MUST PUSH

BUTTON

-

TO CROSS DO NOT START Wait for Your Walk Signal STEADY

START CROSSING Stay alert for turning vehicles STEADY

\ ‘I /./ DO NOT CROSS —

Finish crossing If Already Started

NOTE MATERIAL TO BE 1.6mm GAUGE ALUMINUM

CITY

DWG STS—9.07

203mm

-

L/RI DATE

OF LONDON STANDARD DRAWING PEDESTRIAN CROSSING INFORMATION SIGN 201 4-O8-8

I

APPRO’dED BY CITY ENGINEER—?

4 P ED ESIR AN S DO NOT START Wait for Your Walk Signal STEADY

START CROSSING Stay alert for turning vehicles STEADY

\\I// I

—

London CANADA

DONOTCROSS Finish crossing If Already Started

INFORMATION Call 519-661-8410

NOTE MATERIAL TO BE 16mm GAUGE ALUMINUM

CITY

OF

LONDON STANDARD DRAWING PEDESTRIAN CROSSING INFORMATION SIGN Al NON—ACTUATED SIGNALS DWG

APPROWDBY

DATE 2O14-O8%

4 MUST PUSH BUHON TO CROSS START CROSSING Stay alert for turning vehicles DO NOT CROSS Finish crossing If Already Started

E E Co

0

TIME REMAINING To Finish Crossing DO NOT START Wait for Your Walk Signal STEADY

NOTE 1. MATERIAL TO BE 1.6mm GAUGE ALUMINUM

203mm

CITY OF LONDON STANDARD DRAWING PEDESTRIAN CROSSING INFORMATION SIGN FOR COUNTDOWN SIGNALS DWG STS—9.09

L/RI

DATE

APPROVED BY —c-i CITY ENGINEER

2014-08-11

PEDESTRIANS START CROSSING Stay alert for turning vehicles DO NOT CROSS Finish crossing If Already Started

E B

(C 0

TIME REMAINING To Finish Crossing DO NOT START Wait for Your Walk Signal

INFORMATION Call 519-661-8410

NOTE 1. MATERIAL TO BE 1.6mm GAUCE ALUMINUM

203mm

CITY OF LONDON STANDARD DRAWING PEDESTRIAN CROSSING INFORMATION SIGN FOR COUNTDOWN SIGNALS AT NON—ACTUATED LOCATIONS DWG sm—.io

DAlE

-1C1APPROED BY ‘CiTI ENGINEER.

201 4-O8-8

TRAFFIC SIGNAL HEAD

ASSEMBLY

OPTICAL PRE-EMPTION DETECTOR SUSPENSION CABLE

OPTICAL PRE_EMPTION DETECTOR CABLE (75mm DRIP LOoP)

WIRE ENTRANCE ASSEMBLY

ALUMINUM SINGLE N/EMBER IVAST ARM

-oarrr*"rNcY

PRE-EMPTIoN uNlT

19mm DlA. THREADED POLY

19mm RPVC

PIPE

LB

POLE WIRING APERTURE, FIELD DRILL, DEBURRED

19mm 38mm 58mm 38mm

16mm STAINLESS STEEL STRAPP|Nc 4,5KN ULTIMATE STRENGTH

&

IVAXI BRACKET 20mm GALVANTZED STEEL NIPPLE OR MANUFACTURER'S BRACKET

DlA. THREADED POLY PIPE DlA. REDUCER DlA. T FITTING DlA. AL. PIPE

EYE BALANCER

MAST ARM MOUNTING

CABLE CLAMP ASSEMBLY

OPTICAL PRE_EMPTION DETECTOR

20mm

closE

LOCK NUTS

20mm

STABILISING CABLE

GALVANIZED STEEL NTPPLES C/W

&

BUSHINGS

A

GALVANIZED STEEL

CLOSED 90mm DlA. BEND

(PULL

ASSEIúBLY

TO MOUNTED ON

B

BEND)

ALL HARDWARE FITTINGS SHALL

TRAFFIC SIGNAL POLE

ALL Dll'/ENSIONS ARE

SPAN MOUNTED

N

MILLIMETRES UNLESS OTHERWISE SHOWN.

CITY OF LONDON STANDARD

.3M'

POLE MOUNTED

BE

CAST ALUMINUM WITH WITH STAINLESS STEEL MOUNTING HARDWARE NOTE:

TRAFFIC SIGNAL

SPAN

CABLES OVER TOP OF ROADWAY WITHIN 1.OM OF TRAFFIC SIGNALS SPECIFIED,

DRAWING

OPTICAL PRE-EMPTION DETECTOR HEAD

'S8^rH

-¿-l'-

*t

r t00

4 X 22mrî HoLES oN ¡00mm DlA. BOLT clRcLE TO ACCEPT 19mm ANCHOR BOLTS x 685mm LENGTH MAX BOLT PROJECTìON somm

90mm

DlA. WRING HOLE

4-CAST

ALUM.

C2O NUT COVERS

,I5,

BASEPLATE DETAIL

KING CLASSIC

HIGHWAYIVIAN

oR

USI

CAMBRIDGE SPUN CONCRE]E POLE (AZ"IEC JADE)

DUCT 150mm ABOVE TOP OF BASE

BOLT PROJECTON MIN 40mm MAX 50mm

SEE BASE DETAIL

STS-5,01 sTs-5.02

ond

ANCHOR ROD (55,000 PSI MIN YIELD)

19mm ANCHOR BOLTS x 685mm LENGTH

90mmx265mm RECESSEO HANDDHOLE

&

COVERPLAIE C,^rY

GROUND CONNECTOR

PLUS ROBERTSON SCREWS

RIGID P,V.C. DUCT

(Ç.s.A. czz.2 No.211.2) NAMEPLATE

NOÏES:

1) TO BE USEO lN

CONJUNCTION

wrH sTS-10.05 2) ALL DIMENSIONS

ARE lN mm UNLESS OTHERWSE SHOWN

CITY DE

Dffi

coR

rrs-to.ot

A

OF

LONDON

Ï vE o gxuloil/ð, DATE

zslz-

STANDARD

ft ?Èb.

TlTu

iliç'om*ål

DRAVT'ING

srR

I

A

å=TE

-JJ*

"U-

N

P

oLE,

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 45omm BEFORE FINAL PLUMBING OF POLE .IHEN CONTINUE TO BACKFILL

5,

USE NON_SHRINK MATERIAL FOR BACKFTLL FOR TAMPING EVERY 500mm UP fO THE LEVEL OF EXISTING UNDERBASE

15' KING

CLASSIC HIGHWAYMAN OR USI CAMERIDGE SPUN CONCRETE POLE (AZTEc JADE)

FINISHED GRADE

REDUCER COUPLING

(rn.)

90mmx265mm RECESSED HANDDHOLE

&

covERPLATE C/W

GROUND CONNECIOR

50mm

PLUS ROEERTSON

(TYP.)

SCREWS

RPVC

40mm DUCT

FLEX

TO

RPVÇ COUPLING

(TYP.)

NAMEPLATE

50 RIGID P.V.C. DUCT (c.s.A. c22.2 NO.211.2)

NOÏES:

1) TO BE USED lN CONJUNCTON WTH STS-10,03

2) ALL

DIMENSIONS ARE

lN mm

UNLESS OTHERWSE SHOWN

STANDARD DRAVI,ING DECORATIVE DOWNTOWN CONCRETE PEDESTRIAN PQLE 4.6m ) DIRECT BURTED CITY

OF

LONDON

(

Dffislr-to.oe

\PPROVED BY Ot DATE rrl¿¿4:¡------' "l ?02-ü-tt#, IW ENGINEER --4¿{ate

2-

FLOWER POT HOLDERS

x 45omm LENGTH (lPS ALUM. c/ì¡/ cAsT

PIPE)

ALUM. ARROWHEAoS

PAINT FEDERAL GREEN

FLOWER POTS BY OÌHERS

TOP loo-FrN cAP

VIEW

(MOD)

PAINT FEDERAL CREEN

50 X 75

ALUM.

RECT. 'TUBING

ELEVATION LUMINAIRE DETAIL 2-PIECE CASÏ

ALUMINIUM

CLAMPING DEVICE (PAINT: FEDERAL GREEN)

KING KG2O GLOBE OR LUMEC NWOOJ 7OW HPS LUMINAIRE DAPPLED POLYCARBONA'TE, TYPE III, GLASS REFRACTOR

C/W DECORATVE BASKET & Kso (MOD) CAPTTAL (PAINT FEDEEAL GREEN) 15, KING CLASSIC HIOHWAYMAN OR USI CAMBRIDGE SPUN CONCREÏE POLE

COLOUR & FINISH AZTEC JADE

4x22mm HOLES ON 500rnm DlA. BOLT CIRCLE TO ACCEPT 19mm ANCHOR BOLTS

x 6B5mm

LENGTH

MIN

DIST.

FLO{IER POT

fD

É.

150

(4) cASr

DtA. WRING HOLE

AruM.

C3O NUT COVERS

(PAINT: FEDERAL

r Y ()

LUMINAIRE GREEN)

3 ()

ARM

fI!

ELEVATION NOTE:

A. B.

ALL DIMENSIONS ARE lN mm UNLESS OTHERWSE SH0W\] -IHE MANUFACTURER FOR ALL WRING POLES ARE TO BE PRE-DRILLED FROM APERTURES, BRACKET5 AND BANNER ARMS.

CITY

OF

LONDON

PLAN_BASEPLATE DETAIL

STANDARD DRAWING

DECORATIVE DOWNTOWN CONCRETE PEDESTRIAN POLE D[G

sï:¡-l0.o5

DATE .â, 2ú2-ÈAt''

ì'*¡"ffs'{HJh,þþ

ttr20

4x22mm

HOLES ON 362mm DlA. BOL'Í CIRCLE TO ACCEPT 19mm ANCHOR

BOLTS

x 685mm LENGTH

l5omm DlA. WRING HOLE

+-CAST ALUM, OJO NUT COI/ERS

25. KING CLASSIC

BASE PLATE DETAIL

HIGHWAYMAN OR USI CAMBRIDGE SPUN CONCREIE POLE (AZTEC JADE)

DUCT 150mm ABOVE ÍOP OF BASE

BOLT PROJECTION MIN 40mm MAX 50mm

SEE BASE DETAIL

STS-5.0I

srs-5.02

AND

ANCHOR ROD

(55.000

90mmx265mm RECESSED HANDDHOLE

&

covERPLATE C/W

GROUND CONNEC-TOR PLUS ROBERÏSON SCREWS

50 RIGID P.V.C. DUCT c.s.A. c22.2 NO.211.2) NAMEPLA]E

NOTES:

1) TO BE USED rN CONJUNCTON virrH sTS-l0.06 AND STS-10.07

C5O BASEPLA'IE

2) ALL

DIMENSIONS ARE lN mm UNLESS OTHERWSE SHOWN

(SEE DETAIL)

LONDON STANDARD DRAWING DECORATIVE DOWNTOWN CONCRETE POLE, BASE MOUNTED 7.6M ) CITY

OF

(

offisrs-ro.o4

oo*

BY **æ-& APPROI/ED CITY EHgilEER

PSt

MIN YIELD) 19mm ANCHOR BOLTS x 685mm LENGïH

'/r;--'-

lr120

,I.

,,HYDRO

HOLE TO BE AUGERED OR

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 450mm BEFORE FINAL PLUMBING OF POLE IHEN CONTNUE TO BACKFILL

5. USE NON-SHRINK

MATERIAL FOR BACKFILL FOR TAMPING EVERY 300mm

UP TO THE LEVEL OF

EXISTING

UNDERBASE

KING CLASSIC HIGHWAYMAN OR USI CAMBRIDGE SPUN CONCRETE POLE (AZTEC JADE)

DUCT 'l50mm ABOVE FINISHED GRADE

560mm

DlA.

FINISHED GRADE

90mmx265mm RECESSED

HANDDHOLE

covERPLATE

&

C/W '

(rYP.)

GROUND CONNECTOR

PLUS ROBERTSON

50mm

SCREWS

DUCT TO

FLEX

RPVC COUPLING

(TYP.)

NAMEPLATE

50 RIG1D P.V.C. OUCT (c.s.A. c22.2 No.211.2) NO]ES: TO BE USED IN CONJUNCTION W'fH STS_10.06 AND STS-10.07

I)

2)

ALL D|MENSIoNS ARE lN mm

UNLESS O]HERWISE

CITY

OF

LONDON

STANDARD DRAWNG

DECORATIVE DOWNTOWN CONCRETE POLE_ DIRECT BURIED 7.6m ) )I/E) BY DATE /,. Dffiro-'o.os

(

?p',2-r'[-¡ff'

T{GINEER

,rh>

SHOWìV

TOP VIEW 2_ FLOIVER POT HOLDERS x 450mm LENGIH (lPS ALUM. PIPE) C/W CAST ALUM. ARROWHEADS PAINI FEDERAL GREEN

FLOWER POTS

BY

ROADWAY LUMINAIRE (PAINT: FEDERAL GREEN)

OTHERS

RAL 8012

lOO-FIN CAP PAINT FEDERAL GREEN

50mm IPS ALUM. PIPE PAINT: FEDERAL GREEN 19mm THICK ALUM. FLATBAR PAINT: FEDERAL GREEN l5A,/120V GFt DUPLEX RECEPTACLE C/W "WHILE IN USE" WEATHERPROOF COVERPLATE PAINN FEDERAL GREEN

2-

600

LUMINAIRE DETAIL

BANNER ARMS

(25mm IPS ALUM. PIPE) C/w

TYP

CAST ALUM. BANNER BALLS

PAINT: FEDERAL

2-PIECE CAST

GREEN

ALUMINIUM


KING KC2O GLOBE

OR

LUMEC NWOOJ 7OW HPS LUMINAIRE DAPPLED POLYCARBONAÏE,

TYPE III, GLASS REFRACTOR

C/W DECORATIVE BASKET & K50 (MOD) CAPTTAL (PAINT FEDERAL GREEN) 25'KING

CLASSIC HIGHWAYMAN OR USI CAMBRIDGE

SPUN CONCREÏE POLE COLOUR & FINISH AZTEC JADE

MIN DIST.

4x22mm HOLES ON J62mm DlA. BOLT CIRCLE TO ACCEPT t9mm ANCHOR BOLTS

200mm DIA

x ô85mm

LENGTH

150mm PLACEWAY 100mrn

DIAWIRING HOLE

ABOVE GRADE LUMINAIRE

CITY

OF

LONDON

E

BRACKETS AND BANNER ARMS.

STANDARD DRAU'ING

DECORATIVE DOWNTOWN CONCRETE POLE D¡IG

sTs-l0.00

DATE

ffi2-et

IED BY ENqNEEI

L

o

NOTE:

ALL DIMENSIONS ARE lN mm UNLESS OTHERWSE SHOWN POLES ARE TO BE PRE-DRILLED FROM THE MANUFACTURER FOR ALL WRING APERTURES,

() )¿

ARM

A. B.

fn v, f,

2-

FLOWER POT HOLDERS

x 450mm LENGÌH (PS ALUM. PIPE) c/vr cAsT ALUM. ARROWHEADS PAINT FEDERAL GREEN

FLOWER POTS

BY

'lo0-FtN cAP PAINT FEDERAL GREEN

TOP

O'THERS

ROADWAY TUMINAIRE (PAINT: FEDERAL GREEN)

VIEW

RAL 6012

50mrn IPS ALUM. PA]NT: FEDERAL

PIPE

GREEN

19mm THICK ALUM FLAIBAR PAINT:FEDERAL GREEN

15A/20V

GFr

DUPLEX RECEPTACLE C/W

rN USE"

"WHTLE

WEATHERPROOF COVERPLATE PAINT: FEDERAL GREEN

2-

600

BANNER ARMS

(zsmm IPS ALUM. PIPE) C,/w

TYP

CAST ALUM. BANNER BALLS

PAINT: FEDERAL

z-PIECE CAST

GREEN

ALUMINIUM


25'

KING CLASSIC HIGHWAYMAN OR USI CAMBRIDGE SPUN CONCRETE POLE

COLOUR & FINISH AZ]EC JADE

MIN DIST.

4x2?mm

HOLES ON 362mm DlA, BOLT CIRCLE TO ACCEPT 19mm ANCHOR

BOLTS

x 685mm

LENGTH

lS0mm

DlA.

WRING HOLE

m

)o

É L

o

o

NO'lEi

A. B.

ALL DIMENSIONS ARE lN mm UNLESS OIHERWSE SHOWN POLFS ARF TO BF PRF-fìRII IFD FROM TI.IF MANIIFÂCTIIRFR FOR ÂI

CITY

DVÍG

sfs-10.07

OF

LONDON

I

WIRING AFfRTIIRFS- BRACKFTS ÂND BANHER ARMS.

STANDARD DRAWING

DECORATIVE DOWNTOWN CONCRETE POLE IN CENTRE MEDIAN ISLAND (* IPPROVED BY N I DATE fl¿ew___J zúz{fFú' )tTy EN.¡¡EER

Oi ’o

PLAN ~VIEW

IN HANDHOLE EACH ClRCUT TO BE FUSED INDI~DUALLY ~ K~15 INLINE FUSE KIT GROUND S~D

JUNC~ON BOX ~~ ~AWG S~ANDED BARE~:~:~ ~~ ~40 or 50mm FLEX DUCT~

~,

/ ~ ~ ~ ~=_

k

~

GROUND TO BE CONNEC~D TO GROUND ROD AS REQUIRED

,6 AWG I NS

1 ~

~

GROUND7

~/%J


DECREATIVE DIERCT BURIED POLE LAYOU T (TYP.) DWC’sTS_IO.O8

DATE

[ ~°PROVED BY 200~-1-22~:~ OITY ENGINEER

#12 AWG low voltage riser wires Fuse holder kit with 600V, 15A KTK fuse

#12 AWG stranded copper ground wire to luminaire(s) Note 1 Ground stud

Pole Handhole

’BURNDY’ type compression connectors, copper to copper with 5M Scotchcast kits

Junction Box

Tap run where required Line 1 Neutral 1

Low voltage cables

Line 2 Neutral 2 Line ,5 Neutral

Cable to ground electrode connection

#6 AWG insulated stranded copper ground wire

Ground electrode located as indicated on lighting layout drawings

Cable to cable ground connection

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.


DOWNTOWN POLE WIRING DIAGRAM

120V SYSTEM DWG STS-IO.09

2o0~-1-22 ~! CITY ENGINEER IDATE r_L~PPROVED BY

,~ "

KllSBE WASHINGTON LUMINAIRE C/W #1 FINIAL & GENERAL ELECTRIC RING (BOTH PAINT: GOLD) & K5/K9 CAPITAL (PAINT: GREEN RAL 6012) PHOTO BUTTON CELL

KT14 TALISMAN SPUN CONCRETE POLE

LUMINAIRE SPECIFICATIONS CATALOGUE No:

QUANITITY: GLOBE MAT’L ACRYLIC IES CLASSIFIC: TYPE 11 100W WATTAGE: LIGHT SOURCE: HIGH PRESSURE SODIUM LIGHT VOLTAGE 120V (MULTI-TAP) POLE ADAPTOR: K5/K9 OPTIONS: PHOTO BUTTON CELL: GENERAL ELECTRIC RING

POLE SPECIFICATIONS CATALOGUE No:

COLOUR & FINISH ES1 AZTEC JADE BLACK-OO-GC-GF

COATING REQUIRED -2 COATS SC3 ACRYLIC FULL LENGTH

K118-EAR-11-100(MOG) -HPS-120(MT)-K5/K9-PBC-GR

QUANTITY: SECTION: COLOUR: FINISH: POLE TOP: POLE BUTT: POLE LENGTH: APPROX WEIGHT

KT14-G-E51 S/F K5 FLUTED OCTAGAGONAL AZTEC JADE ETCHED 9" (229mm) FL/FL 9 1/2" (241mm) 0 18’ 5" (468mm) 1,370 ibs.

x 203mm RECESSED POLYMER H.H.BOX & COVERPLATE C/W GROUND CONNECTOR & ROBERTSON SCREWS COLOUR: GREEN

o

NAMEPLATE H.H.BOX THRU APERTURE

E E 63.5mm x 1: 130ram WIRING APER BOTH SIDES

TOP VIEW

241 rn rn


DECORATIVE CONCRETE RESIDENTIAL POLE APPROvF-.D BY ~ DWG STS-IO.lO IDATE 200g-1-22(-_L ~:P~DITY ENGINEER ~

"

760 --

~

3 #12 RWU90

.........~PH OTOCELL

~:~2~SC 245-105-R3-PY AEL FIXTURE 100 W 120V HPS TOP HAT FIXTURE SPLICING IN HANDHOLE

C/W FUSING THROUGH IN ~

~/./"~"~’~ IN--~LINE FUSE GROUND STUD KIT

~~ ,,

~ GROUNDWIRE CONNECTED TO GROUND LUG INSIDE HANDHOLE

FINISHED GRADE

~

COMPACTED SOIL

" /.---#6 AWG GROUND TYP. REDUCER COUPLING

/

~~_

Ll’~--~5Omm RPVC (TYP.)

40ram FLEX DUCT TO COUPLING LOW VOLTAGE CABLE

~ 254x254x6.35 HANDHOLE

) f BLACKABOVE EPOXY COATING TO EXTEND GROUND LINE (1.2m MAX. - O.6m MIN)

ALUMINUM PLATE WELDED TO BASE OF POLE WITH DRAIN HOLE

FINISHED GRADE

WIRING APERATURE

-~,.- }

~

USUALLY 1.Sm BUT MAY VARY SEE LAYOUT DRAWING

NOTE: 1 FUSE HOLDER TO BE IN-LINE TYPE, 600V, COMPLETE WITH 15A KTK FUSE AND INSULATING BOOTS.


ORNAMENTAL RESIDENTIAL POLE WITH POST TOP LUMINAIRE DW(; STS-10.11

DATE 2009-1-2"2~~’ITY ENGINEER

> ~ u.{ o m

GROVES 150mm APART (C TO C)IN THE DIRECTION OF CROSSWALK

1.5m MINIMUM (TYPICAL)

SIDEWALK~

3m TYPICAL

1.5m (MINIMUM DROP CURB TYPICAL)

SIDEWALK

,:5 x_.__

E E

E E

o

o

LIMIT OF RAMP (TYPICAL)

SIDEWALK GROOVES IN THE NORTH / SOUTH DIRECTION EXTEND THROUGH THE EAST / WEST SIDEWALK

E E

o

RADIUS = 50mm

NOTE: ONLY TO BE INSTALLED ON TRANSPORTATION PLANNING AND

~

150mm

DESIGN DIVISION’S DIRECTION.

I

150mm - -

150mm ..- = 150mm --

TOTAL WIDTH = 600mm

DETAIL OF GROOVES


CNIB RAMPS DWG STS-11.00

DATE

200~-1-22

~,PPROVED BY 31TY ENGINEER

RADIUS = lOmm

PEDESTRIAN PUSH BUTTON POLES

CURB CUT FOR SIDEWALK TRANSITION (SEE DWG. SR-L2)

/

EXTENDED CROSSWALK LINE MUST LINE UP WITH EDGE OF POLE

co/ye S/c, 1J44

CONCRETE SIDEWALK TO EXTEND TO THE BACK EDGE OF POLE BASE

SQ 44’O

c&t IF REQUIRED

LI N

CURB CUT FOR SIDEWALK TRANSITION (SEE DWG. SR-I.21

TACTILE PLATES

START CROSSWALK IN LINE WITH CONCRETE CURB CUT.

START CROSSWALK IN LINE WITH CONCRETE CURB CUT. (MIN. I.Om)

NOTE: EACH LOCATION IS SITE SPECIFIC AND REQUIRES CONSULTATION WITH THE ROADWAY LIGHTING AND TRAFFIC CONTROL DIVISION.

TYPICAL INTERSEC71ON

CITY

OF

LONDON

STANDARD

DRAWING

SIDEWALK TRANSITION LOCATIONS AT NEW SIGNALIZED INTERSECTIONS DWG:

STS

—

11.01

I

DATE 2014 OB 23

APPROVED BY CITY ENGINEE

NTS

____

______

CURB CUT FOR SIDEWALK TRANSITION (SEE DWG. SR-I.2)

/ / I.-.] /

PEDESTRIAN PUSH BUTTON POLES I...

I

/

A

—

coV.c• EXTENDED CROSSWALK LINE MUST LINE UP WITH EDGE OF POLE

SSS

TACTILE PLATES

CURB CUT FOR SIDEWALK TRANSITION (SEE DWG. SR-I.2)



PUSH-1 [—

PEDThI SVTION LOCATIONS

—


SCA BLJP

\

/}

TYPICAL INTERSECTION

CITY

OF

LONDON

STANDARD

DRAWING


STS

—

11.02

DATE

I 2014 08 23

APPROVED BY CI ENGINEER:

NTS

NOTE: PEDESTRIAN PUSH BUTTON POLE

EACH LOCATION IS SITE SPECIFIC AND REQUIRES CONSULTATION WITH THE ROADWAY LIGHTING AND TRAFFIC CONTROL DIVISION.

EXTENDED CROSSWALK LINE MUST LINE UP WITH EDGE OF POLE. EXTEND BACK EDGE OF SIDEWALK TO BACK EDGE OF POLE BASE I.5m EACH SIDE.

TYPICAL INTERSECTION

co,vc.

CURB CUT FOR

WITH VARIES


SIT ON LENGT H IVARIES) MIN. 3.Om MAY OR MAY NOT HAVE RAISED CURB IN BETWEEN CROSSWALKS. TACTILE PLATES SHALL EXTEND THE FULL LENGTH OF THE TRANSITION IF THERE IS NO RAISED CURB BETWEEN TRANSITIONS.

CIT’(

OF

LONDON

STANDARD

DRAWING


STS

—

11.03

DATE 2014 08 21

Je(j

NTS

ci


PEDESTRIAN PUSH SUTTON POLE

Qs

--V.,-.

TACTILE PLATES (SEE DG. STS-lI.O6 TO 11.09) -.

J

/:

El

/7

‘ç. --

TACTILEPLATES (SEE OWG. STS-II.06 TO 11.09)

/

CURB CUT FOR SIDEWALK TRANSITION (SEE DWG. SR-I.21

ImUsN I

BUflON LO11ON

—

—

• START CROSSWALK IN LINE WITH CONCRETE CURB CUT. SEE BLOW-UP—.”

-

(MIN.z I.Om)

EXTENDED CROSSWALK LINE MUST LINE UP WITH EDGE OF POLE

Th’PICAL INTERSEC11ON

CITY

OF

LONDON

STANDARD

DRAWING


STS

—

11.04

DATE 2014

08 23

f-

APPROVED CITY ENGINEER

NTS

NOTE:

POLE ‘A’

EACH LOCATION IS SITE SPECIFIC AND REQUIRES CONSULTATION WITH THE ROADWAY LIGHTING AND TRAFFIC CONTROL DIVISION.

POLE ‘B’

2nd BUTTON IF POLE ‘B 5 NOT PRESENT

SI-

92

-

-

-.

PEDESTRIAN PUSH BUTTON POLE

EXTEND BACK EDGE OF CROSSWALK ON BOTH SIDES 10 THE BACK EDGE OF POLE BASE WITH I.5m ON EACH SIDE.

-

CURB CUT FOR

_--

\\/

EXTENDED CROSSWALK LINE MUST LINE UP WITH THE EDGE OF POLE. CURB CUT FOR

VARIES

tMIN.z I.Om)

EXTENDED CROSSWALK

—‘

LINE MUST LINE UP WITH


IF POLE ‘B’ IS NOT PRESENT. EXTENDED ‘INSIDE’ CROSSWALK LINE TO LINE UP WITH POLE ‘A LOCATIONS AT EDGE OF POLE.

EDGE OF POLE.

CITY

OF

LONDON

STANDARD

DRAWING


SIS

—

11.05

DATE 2014

08

23

APPROVED BY CITY ENGINEER:

NTS

‘A’

BACK OF SIDEWALK

-J

TACTILE PLATE

(SEE DWC. STS-I).OO TO 11.09)

C”

I.22m MINIMUM

47 MAX. SLOPE

0

BACK OF SIDEWALK

C-,

XX MAX. SLOPE -

4X MAX. SLOPE

—

—

CONC. SIDEWALK

SECTION ‘A’—’A’ CURB AND GUTTER

CONC. CURB & GUTTER

I.22rn MAXIMUM

MID-BLOCK TRANSITION DETAIL

BACK OF SIDEWALK SLOPE

TACTILE PLATE

CONC

SIDEWALK

SECTION ‘B’—’B CONC. CURB & GUTTER

TACTILE PLATE

u OPE

CURB

____

SLO

CONC. SIDE WALK

SAFE PED. CROSSING ROUTE II.51T1 MINIMUM)

NARROW SIDEWALK DETAIL

CITY

OF

SECTION ‘C’-’C’

LONDON

STANDARD

DRAWING

TACTILE PLATE LOCATION DETAILS AND CROSS-SECTIONS DWG:

STS

—

11.06

I

DATE 2014 08 21

‘

APPROVED BY CITY ENGINEER:

NTS

CURB RAMP AT MEDIAN

MEDIAN TACTILE PLATE

SAFE PED. CROSSING ROUTE

TACTILE PLATE

TACTILE PLATE

CITY

TACTILE DWG:

srs

-

11.07

PIATE DATE

OF LONDON

STANDARD DRAWING

ISLAND LOCATIONS AND CROSS-SECTIONS 2012 08 23

APPROVED

BY

crrY ENGINEER:

Å/tu

t¡,È

NTS

_____

VARIES

,

O.O6m

ACCESS RAMP TO ROAD

........_........

•••••••••••••••••••

A

B ........

......,....

rz

0

................... ................... ...................

NAGE SLOTS ON EACH FRONT CORNER. MINIMUM 100mm WIDE

...................

B — 0 0

TACTILE PLATE DETAIL 0.OO5m 1—SEE NODE DETAIL

/ I

TACTILE PLATE

CONC. SIDEWALK

/

/

/ J

TACTILE BASE

c—SEE CROSS-SECTION OF I TACTILE PLATE TOP OF NODE MUST BE FLUSH WITH SIDEWALK

/ /

NODE DETAIL

/

LIFTING HOLE FILLED WITH CONCRETE\

iZ

41LEZBASE/’Z

SECTION THROUGH TACTILE PLATE NOTE

0.01Dm

CONCRETE

CONCRETE MUST PROTRUDE THROUGH ALL LIFTING HOLES AND BE WIPED FLUSH. ANY HOLES SHALL BE FILLED WITH CONCRETE CAULKING.

crr’

OF

LONDON

STANDARD

CROSS—SECTION OF TACTILE PLATE DRAWING

TACTILE PLATE DETAILS AND SECTIONS DWG:

STS

—

11.08

DATE 2014

NTS

08 21

(1

______________

I

zi .••I

BARRIER CURB—.

I....’ I....!

DETAIL ‘B’

..••

MAX. 20Dm MAXIMUM SPACING OF BACK EDGE BETWEEN PLATES THAT DO NOT INTERLOCK CURB TRANSI1]ON—

DETAIL ‘A’J

DROP CURL TRANSITION/—BARRIER CURB

‘—BARRIER CURB CROSS—WALK MARKINGS

DROP CURB

CURB TRANSITION—\

DROP CURB —CURB TRANSITION

BARRIER CURB7

BARRIER CURB

SEE DETAIL ‘A’— TACTILE PLATES—

NOTES:

SEE DETAIL ‘A’

1. CONFIGURATION LAYOUT OF PLATES IS NOT LIMITED TO THE EXAMPLES SHOWN. 2. MORE OR LESS PLATES MAY BE REQUIRED TO 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 OR ROADWAY LIGHTING & TRAFFIC CONTROL DIVISIONS.

CITY

DETAIL ‘C’

(It OF

LONDON

STANDARD

DRAWING

TACTILE PLATE LAYOUT DWG:

515

—

11 .09

PPROVEDBY

DATE 2015 02 26

NTS