STANDARD DESCRIPTION DRAWING

33
STANDARD DESCRIPTION DRAWING LT 900-03 LT 900-02 LT 900-01 TRENCHES Streets C-ES-140-01 LT 800-02 LT 800-01 UNDERGROUNDING OF PRIVATE PROPERTIES Plan and Schedule C-ES-150-01 SINGLE LIGHTING COLUMN Direct Supply from ETSA Pit MULTIPLE LIGHTING COLUMNS LT 410-02 LT 420-01 LT 420-02 LT 421-01 LT 700-01 LT 700-02 C-ES-131-01 C-ES-130-01 WALL MOUNTED UNDERGROUND ELECTRICAL ENCLOSURE Type 1 6.5 M COLUMN LT 221-01 LT 221-02 LT 300-01 LT 400-01 LT 400-02 LT 410-01 C-ES-160-01 C-ES-160-02 C-ES-133-01 C-ES-102-01 3.5M POST TOP Ceremonial Column LT 030-02 LT 110-01 LT 110-02 LT 110-03 LT 120-01 LT 130-01 C-ES-120-02 C-ES-122-01 DRAWING INDEX (This sheet) ELECTRICAL LEGEND COLUMN OPTIONS LIGHTING/TRAFFIC COLUMNS Footing Details POST TOP Location Details Typical LT 001-01 LT 002-01 LT 010-01 LT 020-01 LT 030-01 C-ES-120-01 C-ES-001-00 C-ES-001-01 C-ES-100-01 C-ES-101-01 STREET LIGHTING Location Details Typical C-ES-122-02 C-ES-122-03 3.5M POST TOP Streets/Park Lands 3.5M POST TOP Heritage C-ES-123-01 C-ES-121-01 WALL MOUNTED Cable Protection 6.5 M COLUMN with Traffic Light Attachments C-ES-102-02 9.0 M COLUMN 9.0 M COLUMN with Traffic Light Attachments C-ES-103-02 C-ES-103-01 10.5 M COLUMN 10.5 M COLUMN with Traffic Light Attachments C-ES-104-01 C-ES-104-02 10.5 M COLUMN Double Outreach C-ES-105-01 UNDERGROUNDING OF PRIVATE PROPERTIES Details C-ES-150-02 TRENCHES Park Lands C-ES-141-01 BORED TRENCHES Park Lands C-ES-141-02 LT 310-03 LT 310-02 LT 310-01 UNDERGROUND ELECTRICAL ENCLOSURE Type 2 UNDERGROUND ELECTRICAL ENCLOSURE Internal Board Options UNDERGROUND ELECTRICAL ENCLOSURE Cover C-ES-133-04 C-ES-133-03 C-ES-133-02 LT 010-02 C-ES-100-02 C-ES-141-01 UNDERGROUND ELECTRICAL ENCLOSURE Pit LT 300-00 C-ES-133-00 COLUMN OPTIONS 3.5M POST TOP Ceremonial Details 3.5M POST TOP Ceremonial Base C-ES-001-00 05/2001 PK/TL JR/JB DATE DRWG No. CERTIFIED CHECKED N.T.S. SCALE DRAWN DESIGNED 01 LT 001 CONSTRUCTION STANDARD Lighting and Electrical DRAWING INDEX COPYRIGHT This document produced by City of Adelaide shall not copied without written consent. TL RS

Transcript of STANDARD DESCRIPTION DRAWING

Page 1: STANDARD DESCRIPTION DRAWING

STANDARD DESCRIPTION DRAWING

LT 900-03LT 900-02LT 900-01 TRENCHES Streets C-ES-140-01LT 800-02LT 800-01 UNDERGROUNDING OF PRIVATE PROPERTIES Plan and Schedule C-ES-150-01

SINGLE LIGHTING COLUMN Direct Supply from ETSA PitMULTIPLE LIGHTING COLUMNS

LT 410-02LT 420-01LT 420-02LT 421-01LT 700-01LT 700-02 C-ES-131-01

C-ES-130-01

WALL MOUNTED

UNDERGROUND ELECTRICAL ENCLOSURE Type 1

6.5 M COLUMN

LT 221-01LT 221-02

LT 300-01

LT 400-01LT 400-02LT 410-01

C-ES-160-01C-ES-160-02

C-ES-133-01

C-ES-102-01

3.5M POST TOP Ceremonial ColumnLT 030-02LT 110-01LT 110-02LT 110-03LT 120-01LT 130-01

C-ES-120-02C-ES-122-01

DRAWING INDEX (This sheet)ELECTRICAL LEGENDCOLUMN OPTIONS

LIGHTING/TRAFFIC COLUMNS Footing DetailsPOST TOP Location Details Typical

LT 001-01LT 002-01LT 010-01

LT 020-01LT 030-01 C-ES-120-01

C-ES-001-00C-ES-001-01C-ES-100-01

C-ES-101-01

STREET LIGHTING Location Details Typical

C-ES-122-02C-ES-122-03

3.5M POST TOP Streets/Park Lands3.5M POST TOP Heritage C-ES-123-01

C-ES-121-01

WALL MOUNTED Cable Protection

6.5 M COLUMN with Traffic Light Attachments C-ES-102-029.0 M COLUMN9.0 M COLUMN with Traffic Light Attachments C-ES-103-02

C-ES-103-01

10.5 M COLUMN10.5 M COLUMN with Traffic Light Attachments

C-ES-104-01C-ES-104-02

10.5 M COLUMN Double Outreach C-ES-105-01

UNDERGROUNDING OF PRIVATE PROPERTIES Details C-ES-150-02

TRENCHES Park Lands C-ES-141-01BORED TRENCHES Park Lands C-ES-141-02

LT 310-03LT 310-02LT 310-01

UNDERGROUND ELECTRICAL ENCLOSURE Type 2UNDERGROUND ELECTRICAL ENCLOSURE Internal Board Options

UNDERGROUND ELECTRICAL ENCLOSURE Cover

C-ES-133-04C-ES-133-03C-ES-133-02

LT 010-02 C-ES-100-02

C-ES-141-01

UNDERGROUND ELECTRICAL ENCLOSURE PitLT 300-00 C-ES-133-00

COLUMN OPTIONS

3.5M POST TOP Ceremonial Details3.5M POST TOP Ceremonial Base

C-ES-001-00

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CONSTRUCTION STANDARDLighting and Electrical

DRAWING INDEX

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E X I S T I N G D E S C R I P T I O N

STOBIE POLE TO BE REMOVEDSTOBIE POLE

ETSA UNDERGROUND SERVICE DUCTS/CABLES

ACC PUBLIC LIGHTING CONDUITCONSUMER SERVICE CONDUIT

KERB LINE

CONSUMER METER SWITCHBOARDETSA SERVICE FUSE ENCLOSUREETSA SERVICE PIT

ACC FUSE PIT

ACC UNDERGROUND PUBLIC LIGHTING SWITCHBOARD3.5M POST TOP LANTERNLIGHTING COLUMN (6.5M, 9.0M OR 10.5M AS NOTED)

LIGHTING COLUMN TO BE REMOVED

ETSA FUSE PIT

ABOVE GROUND LEVEL

ACC TRAFFIC SIGNAL DUCTPRIVATE COMMUNICATIONS CARRIERTELSTRAGAS

WATERSEWER

ACC FUSE PIT WITH EARTH STAKE

LIGHTING COLUMN (WITH COLUMN MOUNTED SWITCHBOARD)

ACC SPARE CONDUIT

LIGHTING COLUMN - DOUBLE OUTREACH

ETSA OVERHEAD CABLES

COMMON TRENCH CONDUITS

P R O P O S E D

C-ES-001-01

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CONSTRUCTION STANDARDLighting and ElectricalELECTRICAL LEGEND

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6.5/G/0.5/S6.5/G/0.5/S/T

CODE NO. MOUNTINGHEIGHT(metres)

6.56.5

TYPEFOOTING

GG

(metres)

OUTREACH

0.5

ARM(S)ingle or(D)ouble

SS

(B)ANNER (T)RAFFICSIGNAL

(lugs)

T

9.0/G/2.0/S 9.0 G 2.0 S

G S TG B

9.0/G/2.0/S/T9.0/G/2.0/S/B

9.09.0

9.0/F/2.0/S/B/T9.0/G/2.0/S/B/T

9.09.0 G 2.0

B

REFERENCESTANDARD

LT400-01LT400-02

LT410-01

F

0.5

2.02.0

2.0

S

SS

COLUMN

LT410-02LT410-01

LT410-01LT410-01

NOTE: FOR FOOTING DETAILS REFER STANDARD LT020-01 (Drawing No. C-ES-101-01).

(G)round or(F)lange

3.5/G

3.5/G3.5/G 3.5

3.5GG

G

LT130-01LT110-01

LT120-01

LT110-02LT110-03

3.53.5/G 3.5 G LT120-01

RIGIDRIGID

RIGIDRIGID

RIGID

RIGIDRIGIDRIGID

RIGIDIMPACT ABSORBING

RIGID

COLUMN TYPE

[Option B][Option A]

C-ES-122-02

C-ES-103-01C-ES-103-01

C-ES-102-02

C-ES-103-01C-ES-103-02

C-ES-103-01

C-ES-122-03

C-ES-123-01

C-ES-102-01

C-ES-121-01C-ES-121-01

C-ES-122-01

[Option B][Option A]

COLUMNDRAWING

REFERENCE

9.0/F/2.0/S/T 9.0 F 2.0 S IMPACT ABSORBING T LT410-02 C-ES-103-02TT

B

9.0/F/3.0/S/B/T9.0/G/3.0/S/B/T9.0/F/3.0/S/T9.0/G/3.0/S/T9.0/G/3.0/S/B9.0/G/3.0/S

9.09.0

9.0

9.0

9.09.0

GF

GGGF

3.03.0

3.03.03.03.0

SS

SSSS

RIGIDIMPACT ABSORBING

IMPACT ABSORBINGRIGIDRIGIDRIGID

BB

B

TT

TT

LT410-01LT410-01

LT410-02

LT410-01LT410-02

LT410-01

C-ES-103-01C-ES-103-01

C-ES-103-02

C-ES-103-01

C-ES-103-02C-ES-103-01

C-ES-103-01C-ES-103-01

C-ES-103-01C-ES-103-02

C-ES-103-01

C-ES-103-02LT410-01LT410-01

LT410-01

LT410-02LT410-01

LT410-02TT

TT

BB

B

RIGIDIMPACT ABSORBING

RIGIDRIGIDRIGID

IMPACT ABSORBINGSS

S

SS

S

4.54.5

4.5

4.54.5

4.5

GF

G

GF

G

9.09.0

9.0

9.09.0

9.09.0/G/4.5/S/B/T9.0/F/4.5/S/B/T

9.0/G/4.5/S9.0/G/4.5/S/B9.0/G/4.5/S/T9.0/F/4.5/S/T

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.C-ES-100-01

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CONSTRUCTION STANDARDLighting and Electrical

COLUMN OPTIONS

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CODE NO. MOUNTINGHEIGHT(metres)

TYPEFOOTING

(metres)

OUTREACH ARMSingle orDouble

BANNER TRAFFICSIGNAL

(lugs)

10.5/G/2.0/S 10.5 G 2.0 S

G S TG B

10.5/G/2.0/S/T10.5/G/2.0/S/B

10.510.5

10.5/F/2.0/S/B/T10.5/G/2.0/S/B/T

10.510.5 G 2.0

B

REFERENCESTANDARD

LT410-01

F

2.02.0

2.0

S

SS

COLUMN

LT410-02LT410-01

10.5/F/2.0/D 10.5 F 2.0 D10.5/F/3.0/D10.5/F/4.5/D

10.5 F 3.0 D10.5 F 4.5 D

LT410-01LT410-01

LT421-01LT421-01LT421-01

NOTE: FOR FOOTING DETAILS REFER STANDARD LT020-01 (Drawing No. C-ES-101-01).

Ground orFlange

RIGIDRIGIDRIGID

RIGIDIMPACT ABSORBING

IMPACT ABSORBINGIMPACT ABSORBINGIMPACT ABSORBING

COLUMN TYPE

C-ES-105-01C-ES-105-01C-ES-105-01

C-ES-103-01C-ES-103-01

C-ES-103-01C-ES-103-02

C-ES-103-01

COLUMNDRAWING

REFERENCE

10.5/F/2.0/S/T 10.5 F 2.0 S IMPACT ABSORBING T LT410-02 C-ES-103-02TT

B

10.5/F/3.0/S/B/T10.5/G/3.0/S/B/T10.5/F/3.0/S/T10.5/G/3.0/S/T10.5/G/3.0/S/B10.5/G/3.0/S

10.510.5

10.5

10.5

10.510.5

GF

GGGF

3.03.0

3.03.03.03.0

SS

SSSS

RIGIDIMPACT ABSORBING

IMPACT ABSORBINGRIGIDRIGIDRIGID

BB

B

TT

TT

LT410-01LT410-01

LT410-02

LT410-01LT410-02

LT410-01

C-ES-103-01C-ES-103-01

C-ES-103-02

C-ES-103-01

C-ES-103-02C-ES-103-01

C-ES-103-01C-ES-103-01

C-ES-103-01C-ES-103-02

C-ES-103-01

C-ES-103-02LT410-01LT410-01

LT410-01

LT410-02LT410-01

LT410-02TT

TT

BB

B

RIGIDIMPACT ABSORBING

RIGIDRIGIDRIGID

IMPACT ABSORBINGSS

S

SS

S

4.54.5

4.5

4.54.5

4.5

GF

G

GF

G

10.510.5

10.5

10.510.5

10.510.5/G/4.5/S/B/T10.5/F/4.5/S/B/T

10.5/G/4.5/S10.5/G/4.5/S/B10.5/G/4.5/S/T10.5/F/4.5/S/T

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.C-ES-100-02

05/2001

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DRWG No.

CERTIFIED

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02LT 010

CONSTRUCTION STANDARDLighting and Electrical

COLUMN OPTIONS

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FOOTING Ø

100

100

min

.P

LAN

TIN

G D

EP

TH

A A

FINISHED GROUND LEVEL

PUBLIC LIGHTINGTRAFFIC SIGNALS(WHERE APPLICABLE)

BLOCK (250mm Ø)MASONRY BASE SUPPORT

SPECIFICATIONREFER TO ACC (RIB LOC PTY LTD)LIGHTING COLUMN,RIBBED CAISSON FOR SLEEVE

40 Ø HD ORANGE CONDUIT

ORANGE CONDUIT32 Ø CORRUGATED

150mm BELOW GROUND)(50mm ABOVE GROUND TOPETROLATUM TAPE

ACCESS OPENING

LEAVE APPROX. 300mm SLACKCABLE IN POLE

2200

400

200

300

BB

600

FINISHED GROUND LEVEL

COLUMN

OF FLEXIBLE CORRUGATED

40 Ø HD UPVC

SECTION B-B

COLUMN FOOTING (TYPICAL)

SECTION A-A

IN-GROUND COLUMN FOOTING (TYPICAL)

8.

7.6.

5.INTO SLEEVE.

4.INSTALL MASONRY SUPPORT BLOCK.

SET SLEEVE INTO HOLE PLUMB, AND PROVIDE

BORE HOLE PLUMB TO ACHIEVE 50mm (MIN)

(MINIMUM 250 MICRONS DRY FILM THICKNESS)

MANUFACTURERADVISED BY COLUMN

WITH THE MANUFACTURERS SPECIFICATIONS.

SLEEVE PRIOR TO INSTALLING

SURFACE PREPARATION SHALL BE IN ACCORDANCEPROTECTIVE COATINGS, PREVIOUSLY TAUBMANS).WITH 'INTERPLUS 356' (FROM INTERNATIONAL& BOTTOM) SHALL BE PAINTED TO 100mm A.F.G.L.THE RAG BOLTS AND COLUMN/BASE PLATE (TOPANTI-CORROSION COATING

600 MICRON SIEVE.

SAND SPECIFICATIONTHE SAND TO BE SUPPLIED AND INSTALLED IN

AND BE NON-PLASTIC WITH 100% PASSING A ACCORDANCE WITH THE INSTRUCTIONS BELOW,

TO TOP OF BOLTS

REFER TO STANDARD LT421-01 (Dwg C-ES-105-01)

TYPICAL 'IN-GROUND' COLUMN

WRAP COLUMN WITH PETROLATUM TAPE.

SAND TYPE.PROGRESSIVELY WATER IN THE SPECIFIEDPOSITION COLUMN CENTRALLY, PLUMB ANDCONDUIT(S) PROGRESSIVELY INTO COLUMN.LOWER COLUMN INTO SLEEVE AND FEED

TYPE AROUND SLEEVE.PROGRESSIVELY WATER IN SPECIFIED SAND

INSTALL FLEXIBLE CORRUGATED CONDUIT(S)3.

CABLE ENTRY IN APPROPRIATE LOCATION.2.

CLEARANCE BETWEEN SLEEVE & COLUMN.1.INSTALLATION PROCEDURE

6 CFW150x150x10 END PLATE

U BOLTS SIZE TO BE

2200mm LONG6-Y20 REINFORCING

ORANGE CONDUIT40 Ø HD UPVC

W6 @ 300mm PITCH

3 WIRES @ 100mm PITCH

U BOLTS, LOCATE

600mm Ø CONCRETE PIER -

470 PCD Y20 REINFORCING

20MPa TO AS1480.

150mm MIN CLEARANCE

TO FRAME BY CROSSRODS AND TIE IN PLACE

FROM FUSE PIT

ORANGE CONDUIT

HD ORANGE CONDUIT INSIDE

LEAVE 3.0M SPARE LENGTHSLEEVECOLUMN

32 Ø FLEXIBLE CONDUIT (UNLESS OTHERWISE NOTED)EMBEDDED DEPTH 2400mm -

FOOTING SIZES TO BE DETERMINED BY POLE SUPPLIER.*

SAND TO BE WASHED IN. (SEE INSTALLATION PROCEDURE)

FLANGE MOUNTED

ORANGE CONDUIT)40 Ø HD UPVC

(WHERE APPLICABLE FROMTRAFFIC SIGNAL PIT

DESIGN POLE IN ACCORDANCE WITH AS1170.2 WITH A MINIMUMBASIC WIND SPEED FOR SERVICEABLILTY LIMIT STATE OF 38M/S

C-ES-101-01

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DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

01LT 020

CONSTRUCTION STANDARDLighting and Electrical

LIGHTING / TRAFFIC COLUMNSFooting Details

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Page 6: STANDARD DESCRIPTION DRAWING

POST AS PER PROJECT DRAWINGLOCATE ADJACENT TO LIGHTING

PR

OP

ER

TY

BO

UN

DA

RY

5000

MIN

IMU

M

FUSE PIT10

00 M

AX

IMU

M

PLAN

700 PREFERED600 MINIMUM 900 MINIMUM

ACCDOOR AT BACK OF POLE FACING

TO SUIT TRENCH ROUTE

CA

RR

IAG

EW

AY

FO

OT

PA

TH

FA

CE

OF

KE

RB

5000

MIN

IMU

M

DOOR TO FACE PATHWAY

ACC FUSE PIT (SQUARE CONCRETE LID)

ROUNDED EDGES, 50MM THICK

BUTT JOINT, SWEEP SAND INTO JOINT AFTER LAYING

MATCH NATURAL GRADE OF SURROUNDING LAWN SURFCESON BED OF 30MM CLEAN WASHED SAND TO LAY FLUSH WITH TOP OF SURROUNDING SURFACE

PROVIDE TWO PRECAST CONCRETE SEGMENTS WITH

TRENCH LINE

PE

DE

ST

RIA

N A

ND

/OR

BIC

YC

LE P

AT

H

P A

R K

L

A N

D

P A

R K

L

A N

D

LOCATION OF POLE IN FOOTPATH

450 SQUARE (NOM.)

LOCATION OF POLE IN PARK LANDSPLAN

DRIVEWAY CROSSOVER

1500 MINIMUM

PROPERTY BOUNDARY

1200 PREFERED

C-ES-120-01

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DRWG No.

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01LT 030

CONSTRUCTION STANDARDLighting and Electrical

POST TOPLocation Details Typical

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Page 7: STANDARD DESCRIPTION DRAWING

PR

OP

ER

TY

BO

UN

DA

RY

5000

MIN

IMU

M

FUSE PIT

1000

MA

XIM

UM

700 PREFERED600 MINIMUM 900 MINIMUM

ACC

CA

RR

IAG

EW

AY

FO

OT

PA

TH

FA

CE

OF

KE

RB

LOCATION OF POLE

FA

CE

OF

KE

RB

FO

OT

PA

TH

1000

MA

XIM

UM

900 MINIMUM

ACC

LIGHTING COLUMN

FUSE PIT

CA

RR

IAG

EW

AY

PR

OP

ER

TY

BO

UN

DA

RY

LOCATE ADJACENT

AS PER PROJECTDRAWING TO SUIT

ON SAME SIDE AS

IN NARROW FOOTPATHPLAN

OUTREACH ARM)

(ACCESS OPENING

TO LIGHTING POST

TRENCH ROUTE

(ACCESS OPENINGLIGHTING COLUMN

TO OUTREACH ARM)ON OPPOSITE SIDE

TO LIGHTING POSTLOCATE ADJACENT

TRENCH ROUTEDRAWING TO SUITAS PER PROJECT

PLAN

LOCATION OF POLEIN TYPICAL FOOTPATH

ME

DIA

N

1000

MA

XIM

UM

5000

MIN

IMU

M

IN MEDIANLOCATION OF POLE

PLAN

2000 MINIMUM

ACC

AT 90° TO OUTREACHARMS)

LIGHTING COLUMN(ACCESS OPENING

FUSE PIT

CA

RR

IAG

EW

AY

AS PER PROJECTDRAWING TO SUITTRENCH ROUTE

LOCATE ADJACENTTO LIGHTING POST

CA

RR

IAG

EW

AY

6000

MIN

IMU

M

2.

NOTES1. COLUMNS INSTALLATION NOT

PERMITTED WHERE MEDIAN

COLUMNS IN MEDIANTO BE IMPACT ABSORBING OR

IS LESS THAN 2.0 METRES.

SLIP BASE TYPE.

DRIVEWAY CROSSOVER

1500 MINIMUM 1500 MINIMUM

3000 MIN. WITH TREE

DRIVEWAY CROSSOVER

C-ES-120-02

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CONSTRUCTION STANDARDLighting and Electrical

STREET LIGHTINGLocation Details Typical

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Page 8: STANDARD DESCRIPTION DRAWING

STANDARDS AND ATTACHED ACC SPECIFICATION.

COLUMN SHALL BE HOT DIPPED GALVANIZED ANDWET PAINTED IN ACCORDANCE WITH ATTACHED

COLUMN TO CONFORM TO RELEVANT AUSTRALIAN1.

ACC SPECIFICATION.

2.

NOTE

3. PAINT FINISH - DULUX OYSTER REFER PAINTING SPECIFICATION FOR APPLICATION

CORPORATION OF THE CITY OF ADELAIDEMANUFACTURER'S NAMECONTRACT NUMBERMONTH/YEAR OF MANUFACTURE

4. POLE IDENTIFICATION LABEL REQUIREMENTS

25 50

GROUNDLEVEL

ENLARGEMENT AT FINISHED GROUND LEVEL

SUPPORT BLOCKMASONRY BASE

ACCESS OPENINGIN COLUMN

OCTAGONAL COLUMN

1250

(T

YP

ICA

L)

660

3000

PLA

NT

ING

DE

PT

H

POLE CAP

400 Ø

CEREMONIAL LIGHT

GALVANIZED STEEL

PAINTED AS SPECIFIED

600

CUT OUT FOR CABLE ENTRY

LUMINAIRE

CLEAT FOR FLEXIBLE POWER CABLE (IF REQUIRED). FOR DRAWING DETAILS SEE STANDARD LT110-02 (Dwg C-ES-122-02)

PROCESSED SOCKET OUTLET (IF REQUIRED). FOR DETAILS SEE STANDARD LT110-02 (Dwg C-ES-122-02)P.E. CELL. FOR DETAILS SEE STANDARD LT110-02 (Dwg C-ES-122-02)

CAST ALUMINIUM OCTAGONAL BASE TO FIT AROUND COLUMN. FOR DETAILS SEE STANDARD LT110-03 (Dwg C-ES-122-03)

REFER TO "ENLARGEMENT AT GROUND LEVEL (FOOTPATH)FOOTING DETAILS SEE STANDARD LT020-01 (Dwg C-ES-101-01)

NOTIFIED BY MANUFACTURER*NOTE DIMENSION TO BE

SE

E N

OT

E *

LIMIT STATE OF 38M/SBASIC WIND SPEED FOR SERVICEABLILTYWITH AS1170.2 WITH A MINIMUMDESIGN POLE IN ACCORDANCE

C-ES-122-01

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01LT 110

CONSTRUCTION STANDARDLighting and Electrical

3.5M POST TOPCeremonial Column

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Page 9: STANDARD DESCRIPTION DRAWING

85

8

360

170

100

85

20

CLEAT AND RECESS DETAILS

R55 studs

P.E. CELL (WHERE SPECIFIED)

5010

0

CLEAT TO REAR OF COLUMN FABRICATED FROM 10Ø ROD

FULLY WELDED RECESS TO REAR OF COLUMN WITH CUT-OUT TO ACCEPT "NILSEN RC315M" SWITCHED POWER OUTLET. SUPPLIED WITH GASKETED BLANKING PLATE

50Ø HOLE IN TOP PLATE

ENLARGEMENT AT ACCESS OPENING

30

250

X X

LABEL BEHIND COVER FIXED TO REAR OF ACCESS DOOR. FOR DETAILS SEE STANDARD LT110-01 (Dwg C-ES-122-01) 5

TAP M10 HOLES

25x6 STRAP FOR GEAR TRAY

M6 TAPPED HOLE TO SUIT DOOR SCREW

M10 x45 LONG HEX BOLT THROUGH LOWER STRAP, WELDED IN PLACE (THREAD TO BE RE-CUT AFTER GALVANIZING). COMPLETE WITH 2 GALVANIZED NUTS.

7mm HOLE TO SUIT M6 S/S ALLEN KEY SOCKET HD CAP SCREW. PROVIDE NYLON WASHER SAME SIZE AS SCREW HEAD

CLEAR OPENING 350x120 NOMINAL (COVER REMOVED)

ACCESS COVER DETAIL

1250

(T

YP

ICA

L)

660

3660

690

350

216

231.5

260.5 max

146 max

90

30

GROUND LEVEL

"ENLARGEMENT ATACCESS OPENING"

REFER TO

THREADED STUDS4 off M10x30 LONG

CLEAT TO REAR OFCOLUMN FABRICATEDFROM 10 Ø ROD

50x6 THICK ANTI-SINK STRAP

LIGHT COLUMN

120

600

P.E.CELL (WHERE SPECIFIED)

PETROLATUM TAPE (50mm ABOVE GROUND TO 150mm BELOW GROUND)

(WHERE SPECIFIED)

50Wx150H CUT-OUT TO REAR OF COLUMN FOR CABLE ENTRY

RECESS FOR POWER OUTLET

SE

E N

OT

E *

*NOTE DIMENSION TO BE NOTIFIED BY MANUFACTURER

LIMIT STATE OF 38M/SBASIC WIND SPEED FOR SERVICEABLILTYWITH AS1170.2 WITH A MINIMUMDESIGN POLE IN ACCORDANCE

C-ES-122-02

05/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

02LT 110

CONSTRUCTION STANDARDLighting and Electrical

3.5M POST TOPCeremonial Details

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 10: STANDARD DESCRIPTION DRAWING

104

INTERNAL ELEVATION

510

R1690

635

620

595

565

FRONT ELEVATION

550425175

110

80

R30

300

R15

HALF BOTTOM VIEW(sides separated)

INTERNAL ELEVATION

120

45°

240

25

(separated)SIDE ELEVATION

25

25

45°220

HALF TOP VIEW

110

22040

HOLES FORCOUNTERSUNKM8 THREADED

HOLES FORJOINING FIXINGS

12.5 12.5 17.5

7.5

7.5

42.5

JOINING FIXINGS

JOININGEXTENSION

EXTENSIONJOINING

JOININGEXTENSION

5mm THICK JOININGEXTENSION WITH25mm PROJECTION

REFER TO STANDARD LT110-02 (Dwg. C-ES-122-02) FOR COLUMN DETAILS

C-ES-122-03

05/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

03LT 110

CONSTRUCTION STANDARDLighting and Electrical

3.5M POST TOPCeremonial Base

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 11: STANDARD DESCRIPTION DRAWING

POST TOP LANTERN

WITH ROUNDED CORNERS

50x6 THICK ANTI-SINK STRAP

SUPPORT BLOCKMASONRY BASE

50Wx150H CUTOUT

FOOTING DETAILS SEESTANDARD LT020-01(Dwg C-ES-101-01)

REFER TO "ENLARGEMENT

FINISHED GROUND LEVEL

5mm NOMINAL WALL THICKNESS165mm OD

SHADED STREET LANTERN

EQUIVALENT APPROVED)

4mm NOMINAL WALL THICKNESS89mm OD (80nb)

(SELUX 'SATURN 2' OR

3500

to b

otto

m o

f spi

got

1250

(T

YP

ICA

Ll)

100

min

. 300 Ø

(FOOTPATH)

PLA

NT

ING

DE

PT

H

AT ACCESS OPENING"

POLE MINI OR EQUIVALENT('LOUIS POULSEN' ORBITERSHADED PARK LANDS LANTERN

APPROVED)

PETROLATUM TAPE (50mm ABOVE GROUND TO 150mm BELOW GROUND)

NO SPIGOT REQUIRED.

SPIGOT REQUIREMENTS60mm OD DIA. x 60mm HIGH.

150

600

60010

50

ACCESS OPENING

OPTION B

OPTION AS

EE

NO

TE

*

*NOTE DIMENSION TO BE NOTIFIED BY MANUFACTURER

LIMIT STATE OF 38M/SBASIC WIND SPEED FOR SERVICEABLILTYWITH AS1170.2 WITH A MINIMUMDESIGN POLE IN ACCORDANCE

TAP M10 HOLES

25x6 STRAP

MANUFACTURER TO WELD

25x6 STRAP

2 GALVANIZED NUTS.

R20

SUIT DOOR SCREWM6 TAPPED HOLE TO

TAP M10 HOLES

STRAP. COMPLETE WITH

M10x45 LONG HEX BOLT

WELD HEAD AT BACK OF THROUGH LOWER STRAP.

SECTION X-X

ACCESS OPENINGENLARGEMENT AT

X

1. FOR FOOTING DETAILS REFER TO

ACCESS COVER DETAIL

NOTE:

SCREW HEADDIAMETER SAME SIZE AS

LABEL BEHIND COVER

PROVIDE NYLON WASHER,

FIXED TO GEAR TRAY.

HD CAP SCREWM6 S/S ALLEN KEY SOCKET7mm HOLE TO SUIT

250

165

STANDARD LT020-01 (Dwg C-ES-101-01).

X

10

5

4. PAINT FINISH DULUX NOTREDAME GREY REFER PAINTING SPECIFICATION FOR APPLICATION

COLUMN TO CONFORM TO RELEVANT AUSTRALIAN STANDARDS AND ATTACHED ACC SPECIFICATION

COLUMN SHOULD BE HOT DIPPED GALVANIZED

2.

3.

(THREAD TO BE RE-CUT AFTER GALVANIZING)

5. LABEL REQUIREMENTS

CORPORATION OF THE CITY OF ADELAIDEMANUFACTURER'S NAMECONTRACT NUMBERMONTH/YEAR OF MANUFACTURE

CLEAR OPENING350x120 NOMINAL(COVER REMOVED)

C-ES-121-01

04/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

01LT 120

CONSTRUCTION STANDARDLighting and Electrical

3.5M POST TOPStreets/Park Lands

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 12: STANDARD DESCRIPTION DRAWING

ACCESS COVER DETAIL

SECTION X-X

TAP M10 HOLES

25x6 STRAP

ENLARGEMENT ATACCESS OPENING

X

250

X

5

7mm HOLE TO SUIT M6 S/S ALLEN KEY SOCKET HD CAP SCREW PROVIDE NYLON WASHER, DIAMETER SAME SIZE AS SCREW HEAD

LABEL BEHIND COVER FIXED TO REAR OF ACCESS DOOR

M10x45 LONG HEX BOLT THROUGH LOWER STRAP. WELD HEAD AT BACK OF STRAP. (THREAD TO BE RE-CUTAFTER GALVANIZING) COMPLETE WITH 2 GALVANIZED NUTS.

M6 TAPPED HOLE TO SUIT DOOR SCREW

CLEAR OPENING 350x120 NOMINAL (COVER REMOVED)

TRANSITIONVIC POLE (CTFL)F10 - 152 - 92

2. PAINT FINISH DULUX BLACK REFER PAINT SPECIFICATION FOR APPLICATION CORPORATION OF THE CITY OF

ADELAIDEMANUFACTURER'S NAMECONTRACT NUMBERMONTH/YEAR OF MANUFACTURE

3. LABEL REQUIREMENTS

165

STANDARD LT020-01 (Dwg C-ES-101-01)

NOTE: 1. FOR FOOTING DETAILS REFER TO

GROUND TO 150mm BELOW GROUND)PETROLATUM TAPE (50mm ABOVE

AT ACCESS OPENING"

(FOOTPATH)

80 NB LIGHT PIPE

SPIGOT REQUIREMENTS76mm OD DIA. x 70mm HIGH

ACCESS OPENING

12 SIDED 165 A.F.

FINISHED GROUND LEVEL

REFER TO "ENLARGEMENT

FOOTING DETAILS SEE

50Wx150H CUTOUT

MASONRY BASE SUPPORT BLOCK

ANTI-SINK STRAP50x6 THICK

WITH ROUNDED CORNERS

300 Ø

150

600

POST TOP PARK LANDS HERITAGE

PLA

NT

ING

DE

PT

H10

0 m

in.

1250

(T

YP

ICA

L)

BASE 3mm G250 PLATE

3500

to b

otto

m o

f spi

got

600

1200

"UNIQUE SOLUTIONS"

VIC POLE BOULEVARD VPB3.5PG

RSL - 350 RESIDENTIAL POSTOP

STANDARD LT 020-01(Dwg C-ES-101-01)

OR EQUIVALENT APPROVEDS

EE

NO

TE

*

*NOTE DIMENSION TO BE NOTIFIED BY MANUFACTURER

DESIGN POLE IN ACCORDANCEWITH AS1170.2 WITH A MINIMUMBASIC WIND SPEED FOR SERVICEABLILTYLIMIT STATE OF 38M/S

C-ES-123-01

04-2001

TL

JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

01LT 130

CONSTRUCTION STANDARDLighting and Electrical

3.5M POST TOPHeritage

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 13: STANDARD DESCRIPTION DRAWING

REFER TO STANDARD LT221-02 (Dwg C-ES-160-02) FOR SUPPLYCABLE PROTECTIONCOVER DETAILS

3500 ABOVE GROUND LEVEL TYPICAL OR 5000 WHERE 250mm CLEARANCE NOT ACHIEVABLE.

FINISHED SURFACE

REFER TO STANDARD LT300-01 (Dwg C-ES-133-01) AND STANDARD LT300-02 (Dwg C-ES-133-02) FOR ELECTRICAL SUPPLY DETAILS

WALL FIXINGS - M8x100DEEP CHEMICAL ANCHORS

560

370

40

55

195

89

182

265

SUPPLY CABLE PROTECTION COVER SEE STANDARD LT300-02 (Dwg C-ES-160-02)

C-ES-160-01

04/2001

TL

JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

01LT 221

CONSTRUCTION STANDARDLighting and Electrical

WALL MOUNTED

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 14: STANDARD DESCRIPTION DRAWING

80 OD pipe

3030

cut linescentre line

66

4444

89Ø CHS

cut line

5015

00 m

ax c

/cs

as r

equi

red,

che

ch o

n si

te10

gro

und

clea

ranc

e15

00 m

ax c

/cs

1500

max

c/c

s2525

1500

max

c/c

s

as r

equi

red,

che

ck o

n si

te30

025

5050

5030

025

375

50

25

50

25

150

50

2525

5050

35

25

35

50

150

5050

150

255050

2550

39.539.525

2525

EQ

.E

Q.

50150

1350

max

5013

50m

ax50

7979

39.539.5

50 2525

5012

510

012

5

375

100

5050

3030

79

4444

30° 30conduitaccess

30bracket back plate

bracket wall fixing

cover retaining screwsbracket lug

cover

side

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

ALL DIMEMSIONS IN MILLIMETERS.

C-ES-160-02

05/2001

N.T.S.

DRAWN

DESIGNED PR/TL

JR/JB

DATE

DRWG No.

SCALE

CERTIFIED

CHECKED

BracketBottom

wallfixings

VIEW

RS

TL

ELEVATIONSfront

Fixed CoverOne Piece

screwsretaining

BottomBracket

One PieceFixed Cover

BracketsIntermediate

wallfixings

wallfixings

TopBracket

Fixed CoverOne Piece

retainingscrews

Earth stud

IntermediateBrackets

BracketFUSE ANDTERMINAL

BLOCKMOUNTING

ON INSULATINGPANEL

Top

FuseAccessCover

CoverAccess

FITTINGLIGHT

79 x 6 x 375 plate, with 50 deep lugs and 100 deep lugs.Bracket drilled for wall fixing bolts, Galvanised finish.

wall fixing bolts. Galvanised finish.79 x 6 x 150 plate, with 50 deep lugs. Bracket drilled for

Fabricated from 80 OD pipe, welded to bracket plate, tosuit close fit to cover. Drilled and tapped for M4 coverstainless steel retaining screws. Galvanised finish.

drilled and countersunk for M4 countersunk stainless steelFabricated from 89Ø CHS (4 wall thickness), cut in half,

M8 x 100 deep chemical anchors.

cover retaining screws. Finished to match light fitting.

CONSTRUCTION STANDARDLighting and Electrical

WALL MOUNTEDCable Protection

COMPONENTSbracket lugs

Bottom Brackets

Bracket Lugs

Cover

Wall Fixings

Top Bracket

Intermediate and

-

-

-

-

-

02LT 221

cover

PLAN

Page 15: STANDARD DESCRIPTION DRAWING

METAL LID FOR 300 Ø SLEEVE225 Ø NOM. FIBRE CEMENT SLEEVE

DESCRIPTION

4 RA 54875 RA 5476

ITEM STOCK NO. NO.

ETSAETSA

SUPPLIER

32 UNDERGROUND ELECTRICAL ENCLOSURE1 RA 5473 SECURING BOLTS FOR METAL COVER ETSA

UNDERGROUND ELECTRICAL ENCLOSURE COVERCONDUIT TO SWEEP DOWN TO PIT

FUSE PIT

CONDUIT ROUTE IN FOOTPATH

750

CO

VE

R

1200

CO

VE

R

2000 MIN. 2000 MIN.

GROUND LEVEL

225 Ø NOM. ETSA TYPE

ETSA TYPE SECURING BOLTS

PROVIDE APPROX. 1.0M SLACK CABLE

42

1

CONCRETE BLOCKS OR 100mm QUARRY RUBBLE

SECTION

TO SUPPORT SLEEVE

TO ADJACENT LIGHT POLETO NEXT FUSE PIT (IF APPROPRIATE)

1000

FIBRE CEMENT SLEEVE

METAL LID FOR 300 SLEEVE.'ETSA' LETTERING TO BE REMOVED.

5ACC UNDERGROUND ELECTRICAL ENCLOSURE COVERREFER TO STANDARD LT 300-01 (DWG C-ES-133-01)

3

FROM ACC PUBLIC LIGHTING OR ETSA UTILITIES SERVICE POINT(AS APPROPRIATE).

40 Ø ELECTRICAL CONDUITS (PROVIDE 90° SWEEP BENDS)

ACC UNDERGROUND ELECTRICAL ENCLOSURE REFER TO STANDARD LT 310-01 OR 02 (DWG C-ES-133-02 OR 03)

WITH 'DENSO' TAPE.EARTH STAKE. SEAL CONNECTION 16 Ø x 1300 LONG STAINLESS STEEL

FIX CHAIN/WIRE TO SUSPEND UNDERGROUND ELECTRICALENCLOSURE 100mm BELOW METAL LID

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

01/2002

N.T.S.

C-ES-133-00

DRAWN

DESIGNED

TL/BB/JB

TL

DATE

DRWG No.

SCALE

CERTIFIED

CHECKEDCONSTRUCTION STANDARD

Lighting and ElectricalUNDERGROUND ELECTRICAL ENCLOSURE

LT 300 00

Pit

TL

RS

Page 16: STANDARD DESCRIPTION DRAWING

2510

0

75 280 75

396380

SECTION

396

PLAN - FRAME PLAN - COVER

396 380

380

5mm RADIUS CORNER.

COUNTERSUNK HOLES INOPPOSITE CORNERS FOR10 Ø BRASS COUNTERSUNKSLOTTED HEAD SCREWS.

TAPPED FOR 10Ø SCREWS).ANGLE. (2 no. DRILLED ANDSPACER BLOCKS WELDED TO4 no. 50 x 25 x 12 MILD STEEL

PLATE COVER.6mm MILD STEEL CHEQUER

LETTERING. (1mm DEPTH).55mm HIGH LASER CUT

2 no. 40 x 40 x 5 MILD STEELPLATES WELDED TO ANGLE.

FIXING TO PLINTH.DRILL FOR 6mm 'DYNABOLT'

PERIMETER FRAME.25 x 25 x 5 MILD STEEL ANGLE

COVER.

FRAME.

PAVING.

PAVING BED.

100 x 75 PRECAST CONCRETEPLINTH/SURROUND TO PIT,REINFORCED WITH 1 Y12 BAR CENTRALLY.

METAL LID FOR SLEEVE.

TO PRECAST CONCRETE.10mm CHAMFERED EDGE

GALVANISED AFTER FABRICATIONALL STEEL WORK TO BE HOT DIPNOTE

GROUND LEVEL.

REFER "BACK FILLING OF ROADWAY TRENCH"IN THE ACC "SPECIFICATION FOR EXCAVATION WORKIN ROADS, FOOTPATHS AND PARK LANDS".

ALL SCREW THREADS TO BE SUITABLY LUBRICATED.

1.

2.

METAL LID FOR SLEEVE

CONCRETE SURROUND UNDER

15 15

C-ES-133-01

05/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

01LT 300

CONSTRUCTION STANDARDLighting and Electrical

UNDERGROUND ELECTRICAL ENCLOSURECover

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 17: STANDARD DESCRIPTION DRAWING

30

300

150 Dia.

610

0

10R

10R

66

GLANDS - Number and size to suit wiring.

Main Switch

Fuses

Neutral Link

Earth Link

148 Dia.

66

220 Dia.

136 Dia.

6

6 6

14

Drill 4 holes to suit M12.(typical)

166

96

Notch to suit Pit cover tie down bolts.

96

166

Drill 4 holes to suit M12.(typical)

Notch to suit Pit cover tie down bolts.

220 Dia.

152 Dia.

95

666

14

12

390

20

51

20R

6 6

PLAN

Stopper Band 6mm thick

10

Handle

PLAN

SIDE VIEW

SIDE VIEW FRONT VIEW

SIDE VIEW

PLAN

N.T.S.

BB

TL

INTERNAL BOARDCONTAINER

BASE

C-ES-133-02

01/2002DATE

DRWG No.

CERTIFIED

CHECKED

SCALE

DRAWN

DESIGNED

01LT 310

CONSTRUCTION STANDARDLighting and Electrical

UNDERGROUND ELECTRICAL ENCLOSURETYPE 1

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 18: STANDARD DESCRIPTION DRAWING

PLAN

SIDE VIEW

96

136 Dia.

220 Dia.

148 Dia.

166

6

666

Drill 4 holes to suit M12.(typical)

166

Notch to suit Pit cover tie down bolts.

Drill 4 holes to suit M12.(typical)

PLAN

96

Notch to suit Pit cover tie down bolts.

Handle

10

2025

0

666

14

6

Stopper Band 6mm thick

51

14

SIDE VIEW

152 Dia.

220 Dia.

6 6

12

95

20R

150 Dia.

66

100

30

PLAN

10R

10RGLANDS - Number and size to suit wiring.

FRONT VIEWSIDE VIEW

Neutral Link

Fuse

175

6

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.C-ES-133-03

N.T.S.

01/2002

BASE

DESIGNED

DRAWN

TL

TL/BB/JB

DATE

SCALE

DRWG No.

CHECKED

CERTIFIED

UNDERGROUND ELECTRICAL ENCLOSURE

Lighting and Electrical

CONSTRUCTION STANDARD

TYPE 2

CONTAINER

02LT 310

INTERNAL BOARD

TL

RS

Page 19: STANDARD DESCRIPTION DRAWING

ACC ADAPTABLE FUSE ENCLOSURESEE DRAWING LT700 SHEET 01

LINK

NEUTRAL

FUSE

SEE DRAWING LT700 SHEET 02

ACC FUSE PIT

NEUTRAL

LINK

LINK

EARTH

NEUTRAL

LINK

SEE DRAWING LT700 SHEET 02

ACC SWITCHBOARD

LINK

EARTH

LINK

NEUTRAL

LINK

EARTH

NEUTRAL

LINK

MAIN SWITCH

FUSE

FUSE

FUSE

FUSE

C-ES-133-04

01/2002

TL

JB/BB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

03LT 310

CONSTRUCTION STANDARDLighting and Electrical

INTERNAL BOARD OPTIONS

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

UNDERGROUND ELECTRICAL ENCLOSURE

TL

RS

Page 20: STANDARD DESCRIPTION DRAWING

2.

3.

1.

NOTE

STANDARDS AND ATTACHED ACC SPECIFICATION.

COLUMN SHALL BE HOT DIPPED GALVANISED

COLUMN TO CONFORM TO RELEVANT AUSTRALIAN

FOR FOOTING DETAILS REFER TO STANDARD LT020-01

CORPORATION OF THE CITY OF ADELAIDEMANUFACTURER'S NAMECONTRACT NUMBERMONTH/YEAR OF MANUFACTURE

4. LABEL REQUIREMENTS

(Dwg C-ES-101-01)

FOR CODE REFERENCES, OPTIONS, VARIABLE DIMENSIONS ANDGENERAL INFORMATION, SEE STANDARD LT010-01 (Dwg C-ES-100-01)

FIXED TO GEAR TRAYLABEL BEHIND COVER

M10 HOLES

CLEAR OPENING 400x110 NOMINAL

25x6 STRAP

(COVER REMOVED)

DETAIL

TAPPED HOLE TO SUIT DOOR SCREW

25x6 STRAP

M10 HOLES

SECTION X-X2 GALVANIZED NUTS.

ACCESS COVER

THROUGH LOWER STRAP.WELD HEAD AT BACK OF

M10x45 LONG HEX BOLT

STRAP. COMPLETE WITH

7mm HOLE TO SUIT M6 ALLEN KEY SOCKET HD CAP SCREW. PROVIDE NYLON WASHER, DIAMETER SAME SIZE AS SCREW HEADX

250

5

X

ENLARGEMENT ATACCESS OPENING

R500

90 LONG

500 outreach

100 Ø nom.

160 Ø nom.

100

min

.

200

600

600

1500

(T

YP

ICA

L)

300

ELEVATION

6500

PEDESTRIAN LUMINAIRE

FINISHED GROUND LEVEL(FOOTPATH)

MASS 5KG MAX

STREET LIGHT

34 DIA SPIGOT

SAIL AREA 0.1M² MAX

75W x 200H CUTOUT WITH

50x6 ANTI-SINK STRAP

ROUNDED CORNERS

STANDARD LT020-01(Dwg C-ES-101-01)

ACCESS OPENING AT 180° TOOUTREACH ARM, REFER DETAIL

MASONRY CONCRETESUPPORT BLOCK

SAIL AREA 0.1M² MAXMASS 5KG MAX

4500

GROUND TO 150mm BELOW GROUND)PETROLATUM TAPE (50mm ABOVE

FOOTING DETAILS SEE

SE

E N

OT

E *

*NOTE DIMENSION TO BE NOTIFIED BY MANUFACTURER

BASIC WIND SPEED FOR SERVICEABLILTY

DESIGN POLE IN ACCORDANCEWITH AS1170.2 WITH A MINIMUM

LIMIT STATE OF 38M/SBASIC WIND SPEED FOR SERVICEABLILTY

C-ES-102-01

05/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

01LT 400

CONSTRUCTION STANDARDLighting and Electrical

6.5 M COLUMN

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 21: STANDARD DESCRIPTION DRAWING

2x32Ø HOLES ON OPPOSITE SIDE TO OUTREACH ARM (PROVIDE GREY PLASTIC PLUGS)

1x25Ø HOLE ON OPPOSITE SIDE TO OUTREACH ARM (PROVIDE GREY PLASTIC PLUGS)

2930 ABOVE GROUND LEVELLUGS

ENLARGEMENT AT TRAFFIC SIGNAL FINIAL

GENERAL INFORMATION, SEE STANDARD LT010-01 (Dwg C-ES-100-01)FOR CODE REFERENCES, OPTIONS, VARIABLE DIMENSIONS AND

LUG DETAIL

3860

32

6mm PLATE

14 Ø HOLE

outr

each

dire

ctio

n of

LUGS OPPOSITE OUTREACH ARM(2 LOCATIONS) SEE ENLARGEMENT AT TRAFFIC SIGNAL FINIAL

SECTION Y-Y

LUGS AT 90° TO OUTREACH ARM (5 LOCATIONS EACH SIDE)

FOR FOOTING DETAILS REFER TO STANDARD LT020-01 (Dwg C-ES-101-01)

COLUMN TO CONFORM TO RELEVANT AUSTRALIAN STANDARDS AND ATTACHED ACC SPECIFICATION

COLUMN SHALL BE HOT DIPPED GALVANISED3.

1.

2.

NOTE

FOR LABEL REQUIREMENTS REFER TO STANDARD LT400-01 (Dwg C-ES-102-01)4.

ELEVATION

SUPPORT BLOCKMASONRY CONCRETE

PEDESTRIAN SIGNAL 300W x 600L8KG MAX, (BY OTHERS)

OUTREACH ARM, REFER DETAILACCESS OPENING AT 180° TO

STANDARD LT020-01FOOTING DETAILS SEEROUNDED CORNERS

50x6 ANTI-SINK STRAP

75W x 200H CUTOUT WITH

SAIL AREA 0.1M² MAX

TYPICAL LUG FOR TRAFFIC SIGNALS. REFER TO DETAIL

1004W x 1320L12KG MAX, (BY OTHERS)

90 LONG34 DIA SPIGOT

STREET LIGHT

MASS 5KG MAX

6500

100 Ø nom.

(FOOTPATH)FINISHED GROUND LEVEL

TRAFFIC SIGNAL LANTERN

R500

500 outreach

300

1500

(T

YP

ICA

L)

600

600

2250

- lu

g28

50 -

lug

160 Ø nom.

2930

- h

oles

cen

tre

line

300

3010

- lu

g32

90 -

lug

4150

- lu

g

Y Y

1000

200

100

min

.

TRAFFIC SIGNAL FINIAL, FOR HOLE AND LUG REQUIREMENTS SEE DETAIL

TO 150mm BELOW GROUND)PETROLATUM TAPE (50mm ABOVE

(Dwg C-ES-101-01)

SE

E N

OT

E *

*NOTE DIMENSION TO BE NOTIFIED BY MANUFACTURER

BASIC WIND SPEED FOR SERVICEABLILTYLIMIT STATE OF 38M/S

WITH AS1170.2 WITH A MINIMUMDESIGN POLE IN ACCORDANCE

M10 HOLES

25x6 STRAP

(COVER REMOVED)

25x6 STRAP

2 GALVANIZED NUTS.

SUIT DOOR SCREWTAPPED HOLE TO

400x110 NOMINALCLEAR OPENING

M10 HOLES

STRAP. COMPLETE WITH

M10x45 LONG HEX BOLT

WELD HEAD AT BACK OF THROUGH LOWER STRAP.

SECTION X-X

ACCESS OPENINGENLARGEMENT AT

X X

ACCESS COVER

LABEL BEHIND COVERFIXED TO GEAR TRAY

5

250

DETAIL

7mm HOLE TO SUIT M6 ALLEN KEY SOCKET HD CAP SCREW. PROVIDE NYLON WASHER, DIAMETER SAME SIZE AS SCREW HEAD

C-ES-102-02

05/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

02LT 400

CONSTRUCTION STANDARDLighting and Electrical

6.5 M COLUMNwith Traffic Light Attachments

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 22: STANDARD DESCRIPTION DRAWING

GENERAL INFORMATION, SEE STANDARD LT010-01 (Dwg C-ES-100-01)FOR CODE REFERENCES, OPTIONS, VARIABLE DIMENSIONS AND

FOR FOOTING DETAILS REFER TO STANDARD LT020-01

COLUMN TO CONFORM TO RELEVANT AUSTRALIAN

ACC SPECIFICATION.WET PAINTED IN ACCORDANCE WITH ATTACHED COLUMN SHALL BE HOT DIPPED GALVANISED AND

STANDARDS AND ATTACHED ACC SPECIFICATION.

3.

1.

2.

NOTE

CORPORATION OF THE CITY OF ADELAIDEMANUFACTURER'S NAMECONTRACT NUMBERMONTH/YEAR OF MANUFACTURE

4. LABEL REQUIREMENTS

(Dwg C-ES-101-01)

100 Ø nom.

9000

4500

200 Ø nom.

600

100

min

.

200

600

2000

R1500

5000

- b

ase

of b

anne

r

850

MASONRY CONCRETE

STANDARD LT020-01FOOTING DETAILS SEE

SUPPORT BLOCK

50x6 ANTI-SINK STRAP

OUTREACH ARM, REFER DETAILACCESS OPENING AT 180° TO

FINISHED GROUND LEVEL

ROUNDED CORNERS75W x 200H CUTOUT WITH

(FOOTPATH)

STREET LIGHT

42 DIA SPIGOT

SAIL AREA 0.2M² MAXMASS 10KG MAX

100 LONG

ELEVATION

SOLID BANNER, 1200W x 2500L25KG MAX (BY OTHERS)

REMOVABLE BANNER RETAINER

450

2000

(T

YP

ICA

L)

variesoutreach

MASS 5KG MAXSAIL AREA 0.1M² MAXPEDESTRIAN LUMINAIRE

TO 150mm BELOW GROUND)PETROLATUM TAPE (50mm ABOVE

(Dwg C-ES-101-01)

SE

E N

OT

E *

*NOTE DIMENSION TO BE NOTIFIED BY MANUFACTURER

LIMIT STATE OF 38M/SBASIC WIND SPEED FOR SERVICEABLILTYWITH AS1170.2 WITH A MINIMUMDESIGN POLE IN ACCORDANCE

2 GALVANIZED NUTS.

M10 HOLES

STRAP. COMPLETE WITH

M10x45 LONG HEX BOLT

WELD HEAD AT BACK OF THROUGH LOWER STRAP.

SECTION X-X

ACCESS OPENINGENLARGEMENT AT

ACCESS COVER

COVER

dire

ctio

n of

outr

each

250 5

X

TAPPED HOLE TO SUIT DOOR SCREW

M10 HOLES

CLEAR OPENING 400x110 NOMINAL

25x6 STRAP

(COVER REMOVED)

25x6 STRAP

X

7mm HOLE TO SUITM6 ALLEN KEY SOCKETHD CAP SCREWPROVIDE NYLON WASHER,DIAMETER SAME SIZE ASSCREW HEAD

FIXED TO GEAR TRAYLABEL BEHIND COVER

DETAIL

C-ES-103-01

05/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

01LT 410

CONSTRUCTION STANDARDLighting and Electrical

9.0 M COLUMN

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 23: STANDARD DESCRIPTION DRAWING

2x32Ø HOLES ON OPPOSITE SIDE TO OUTREACH ARM (PROVIDE GREY PLASTIC PLUGS)

1x25Ø HOLE ON OPPOSITE SIDE TO OUTREACH ARM (PROVIDE GREY PLASTIC PLUGS)

2930 ABOVE GROUND LEVELLUGS

ENLARGEMENT AT TRAFFIC SIGNAL FINIAL

GENERAL INFORMATION, SEE STANDARD LT010-01 (Dwg C-ES-100-01)FOR CODE REFERENCES, OPTIONS, VARIABLE DIMENSIONS AND

LUG DETAIL

3860

32

6mm PLATE14 Ø HOLE

outr

each

dire

ctio

n of

LUGS OPPOSITE OUTREACH ARM(2 LOCATIONS) SEE ENLARGEMENT AT TRAFFIC SIGNAL FINIAL

SECTION Y-Y

LUGS AT 90° TO OUTREACH ARM (5 LOCATIONS EACH SIDE)

FOR FOOTING DETAILS REFER TO STANDARD LT020-01 (Dwg C-ES-101-01)

COLUMN TO CONFORM TO RELEVANT AUSTRALIAN STANDARDS AND

COLUMN SHALL BE HOT DIPPED GALVANISEDATTACHED ACC SPECIFICATION.

3.

1.

2.

NOTE

FOR LABEL REQUIREMENTS REFER TO STANDARD LT410-01 (Dwg C-ES-103-01)4.5°

100 Ø nom.

9000

4150

- lu

g32

90 -

lug

3010

- lu

g

2930

- h

oles

cen

tre

line

2850

- lu

g22

50 -

lug 300

1000

Y Y

200 Ø nom.

600

100

min

.

200

600

2000

R1425.1215

MASONRY CONCRETE

STANDARD LT020-01FOOTING DETAILS SEE

SUPPORT BLOCK

50x6 ANTI-SINK STRAP

OUTREACH ARM, REFER DETAILACCESS OPENING AT 180° TO

FINISHED GROUND LEVEL

ROUNDED CORNERS75W x 150H CUTOUT WITH(FOOTPATH)

8KG MAX, (BY OTHERS)PEDESTRIAN SIGNAL 300W x 600L

SIGNALS REFER TO DETAILTRAFFIC SIGNAL LANTERN1004W x 1320L12KG MAX, (BY OTHERS)

TYPICAL LUG FOR TRAFFIC

STREET LIGHT

42 DIA SPIGOT

SAIL AREA 0.2M² MAXMASS 10KG MAX

100 LONG

ELEVATION

450

2000

(T

YP

ICA

L)

variesoutreach

TRAFFIC SIGNAL FINIAL, FOR HOLE AND LUG REQUIREMENTS SEE DETAIL

TO 150mm BELOW GROUND)PETROLATUM TAPE (50mm ABOVE

(Dwg C-ES-101-01)

SE

E N

OT

E *

*NOTE DIMENSION TO BE NOTIFIED BY MANUFACTURER

BASIC WIND SPEED FOR SERVICEABLILTYLIMIT STATE OF 38M/S

WITH AS1170.2 WITH A MINIMUMDESIGN POLE IN ACCORDANCE

2 GALVANIZED NUTS.STRAP. COMPLETE WITH

M10x45 LONG HEX BOLT

WELD HEAD AT BACK OF THROUGH LOWER STRAP.

SECTION X-X

ACCESS OPENINGENLARGEMENT AT

ACCESS COVER

COVER

dire

ctio

n of

outr

each

5

250

X

(COVER REMOVED)400x110 NOMINALCLEAR OPENING

SUIT DOOR SCREWTAPPED HOLE TO

25x6 STRAP

M10 HOLES

X

25x6 STRAP

M10 HOLES

LABEL BEHIND COVERFIXED TO GEAR TRAY

DIAMETER SAME SIZE ASPROVIDE NYLON WASHER,

M6 ALLEN KEY SOCKET7mm HOLE TO SUIT

SCREW HEAD

HD CAP SCREW

DETAIL

C-ES-103-02

05/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

02LT 410

CONSTRUCTION STANDARDLighting and Electrical

9.0 M COLUMNwith Traffic Light Attachments

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 24: STANDARD DESCRIPTION DRAWING

FOR CODE REFERENCES, OPTIONS, VARIABLE DIMENSIONS ANDGENERAL INFORMATION, SEE STANDARD LT010-01 (Dwg C-ES-100-01)

FOR FOOTING DETAILS REFER TO STANDARD LT020-01

COLUMN TO CONFORM TO RELEVANT AUSTRALIAN

ACC SPECIFICATION.WET PAINTED IN ACCORDANCE WITH ATTACHED COLUMN SHALL BE HOT DIPPED GALVANISED AND

STANDARDS AND ATTACHED ACC SPECIFICATION.

3.

1.

2.

NOTE

CORPORATION OF THE CITY OF ADELAIDEMANUFACTURER'S NAMECONTRACT NUMBERMONTH/YEAR OF MANUFACTURE

4. LABEL REQUIREMENTS

(Dwg C-ES-101-01)

5°outreach

100 Ø nom.

1050

0

200 Ø nom.

600

2000

(T

YP

ICA

L)

100

min

.

200

600

450

2000

R1500

850

MASONRY CONCRETE

STANDARD LT020-01FOOTING DETAILS SEE

SUPPORT BLOCK

50x6 ANTI-SINK STRAP

OUTREACH ARM, REFER DETAILACCESS OPENING AT 180° TO

FINISHED GROUND LEVEL

ROUNDED CORNERS75W x 200H CUTOUT WITH

(FOOTPATH)

STREET LIGHT

42 DIA SPIGOT

SAIL AREA 0.26M² MAXMASS 14KG MAX

100 LONG

ELEVATION

SOLID BANNER, 1200W x 2500L25KG MAX (BY OTHERS)

REMOVABLE BANNER RETAINER

varies

PEDESTRIAN LUMINAIRESAIL AREA 0.1M² MAXMASS 5KG MAX

450

0 -

PE

DE

ST

RIA

N L

UM

INA

IRE

TO 150mm BELOW GROUND)PETROLATUM TAPE (50mm ABOVE

5000

- B

AS

E O

F B

AN

NE

R

(Dwg C-ES-101-01)

SE

E N

OT

E *

*NOTE DIMENSION TO BE NOTIFIED BY MANUFACTURER

DESIGN POLE IN ACCORDANCEWITH AS1170.2 WITH A MINIMUM

LIMIT STATE OF 38M/SBASIC WIND SPEED FOR SERVICEABLILTY

2 GALVANIZED NUTS.STRAP. COMPLETE WITH

M10x45 LONG HEX BOLT

WELD HEAD AT BACK OF THROUGH LOWER STRAP.

SECTION X-X

ACCESS OPENINGENLARGEMENT AT

DETAIL

COVER

dire

ctio

n of

outr

each

5

250

X

CLEAR OPENING 400x110 NOMINAL

TAPPED HOLE TO SUIT DOOR SCREW

(COVER REMOVED)

25x6 STRAP

M10 HOLES

X

7mm HOLE TO SUIT

DIAMETER SAME SIZE ASPROVIDE NYLON WASHER,

M6 ALLEN KEY SOCKET

FIXED TO GEAR TRAYLABEL BEHIND COVER

SCREW HEAD

HD CAP SCREW

M10 HOLES

25x6 STRAP

ACCESS COVER

C-ES-104-01

05/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

01LT 420

CONSTRUCTION STANDARDLighting and Electrical

10.5 M COLUMN

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 25: STANDARD DESCRIPTION DRAWING

FOR CODE REFERENCES, OPTIONS, VARIABLE DIMENSIONS ANDGENERAL INFORMATION, SEE STANDARD LT010-01 (Dwg C-ES-100-01)

FOR FOOTING DETAILS REFER TO

COLUMN TO CONFORM TO RELEVANT AUSTRALIAN

COLUMN SHALL BE HOT DIPPED GALVANISED

STANDARDS AND ATTACHED ACC SPECIFICATION.

3.

1.

2.

NOTE

FOR LABEL REQUIREMENTS REFER TO4.STANDARD LT020-01 (Dwg C-ES-101-01)

STANDARD LT420-01 (Dwg C-ES-104-01)

SECTION Y-Y

outr

each

dire

ctio

n of

LUGS AT 90° TO OUTREACH ARM (5 LOCATIONS EACH SIDE)

LUGS OPPOSITE OUTREACH ARM(2 LOCATIONS) SEE ENLARGEMENT AT TRAFFIC SIGNAL FINIAL

2x32Ø HOLES ON OPPOSITE SIDE TO OUTREACH ARM (PROVIDE GREY PLASTIC PLUGS)

1x25Ø HOLE ON OPPOSITE SIDE TO OUTREACH ARM (PROVIDE GREY PLASTIC PLUGS)

2930 ABOVE GROUND LEVELLUGS

ENLARGEMENT AT TRAFFIC SIGNAL FINIAL

LUG DETAIL

3860

32

6mm PLATE14 Ø HOLE

2 GALVANIZED NUTS.STRAP. COMPLETE WITH

M10x45 LONG HEX BOLT

WELD HEAD AT BACK OF THROUGH LOWER STRAP.

SECTION X-X

ACCESS OPENINGENLARGEMENT AT

DETAIL

COVER

dire

ctio

n of

outr

each

5

250

X

CLEAR OPENING 400x110 NOMINAL

TAPPED HOLE TO SUIT DOOR SCREW

(COVER REMOVED)

25x6 STRAP

M10 HOLES

X

7mm HOLE TO SUIT

DIAMETER SAME SIZE ASPROVIDE NYLON WASHER,

M6 ALLEN KEY SOCKET

FIXED TO GEAR TRAYLABEL BEHIND COVER

SCREW HEAD

HD CAP SCREW

M10 HOLES

25x6 STRAP

ACCESS COVER

5°outreach

100 Ø nom.

1050

0

4150

- lu

g47

06.6

985

- lug

3010

.960

9 - l

ug29

30 -

hol

es c

entr

e lin

e28

50.5

391

- lug

2250

- lu

g 300

1000

Y Y

200 Ø nom.

600

2000

(T

YP

ICA

Ll)

100

min

.

200

600

450

2000

R1500

MASONRY CONCRETE

STANDARD LT020-01FOOTING DETAILS SEE

SUPPORT BLOCK

50x6 ANTI-SINK STRAP

OUTREACH ARM, REFER DETAILACCESS OPENING AT 180° TO

FINISHED GROUND LEVEL

ROUNDED CORNERS75W x 200H CUTOUT WITH

(FOOTPATH)

8KG MAX, (BY OTHERS)PEDESTRIAN SIGNAL 300W x 600L

SIGNALS. REFER TO DETAILTRAFFIC SIGNAL LANTERN1004W x 1320L12KG MAX, (BY OTHERS)

TYPICAL LUG FOR TRAFFIC

STREET LIGHT42 DIA SPIGOTSAIL AREA 0.26M² MAXMASS 14KG MAX

100 LONG

ELEVATION

varies

TRAFFIC SIGNAL FINIAL, FOR HOLE AND LUG REQUIREMENTS SEE DETAIL

TO 150mm BELOW GROUND)PETROLATUM TAPE (50mm ABOVE

(Dwg C-ES-101-01)

SE

E N

OT

E *

*NOTE DIMENSION TO BE NOTIFIED BY MANUFACTURER

850

REMOVABLE BANNER

1200W x 2500LOPTIONAL SOLID BANNER

5000

- B

AS

E O

F B

AN

NE

R

RETAINER

25KG MAX (BY OTHERS)

DESIGN POLE IN ACCORDANCEWITH AS1170.2 WITH A MINIMUMBASIC WIND SPEED FOR SERVICEABLILTYLIMIT STATE OF 38M/S

C-ES-104-02

05-2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

02LT 420

CONSTRUCTION STANDARDLighting and Electrical

10.5 M COLUMNwith Traffic Light Attachments

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 26: STANDARD DESCRIPTION DRAWING

FOR CODE REFERENCES, OPTIONS, VARIABLE DIMENSIONS ANDGENERAL INFORMATION, SEE STANDARD LT010-01 (Dwg C-ES-100-01)

FOR FOOTING DETAILS REFER TO STANDARD LT 020-01COLUMN SHALL BE HOT DIPPED GALVANISED.

3.

1.

2.

NOTE

4. LABEL REQUIREMENTS

CORPORATION OF THE CITY OF ADELAIDEMANUFACTURER'S NAMECONTRACT NUMBERMONTH/YEAR OF MANUFACTURE

THESE COLUMNS ARE IMPACT ABSORBING AND COMPLY WITH RELATIVE AUSTRALIAN STANDARDS AND PERFORMANCE CRITERIA IN ACC SUPPLY SPECIFICATION.

(Dwg C-ES-101-01)

100 Ø nom.

1050

020

00

R1500

FLANGE MOUNTED COLUMNFOR FOOTING DETAILS FOR

OUTREACH ARMS, REFER DETAILACCESS OPENING AT 90° TO

FINISHED GROUND LEVEL(MEDIAN)

STREET LIGHT

42 DIA SPIGOT

SAIL AREA 0.2M² MAXMASS 10KG MAX

100 LONG

ELEVATION

VARIES

ANTI-CORROSION COATING, PAINTCOLUMN BASE, INCLUDING TOP ANDBOTTOM SIDE OF FLANGEREFER TO STANDARD LT020-01

200

100

top

of c

oatin

g

300

coat

ing

200 O.D./O.D.A.F. (NOM.)FOR FOOTING DETAILS

SEE STANDARD LT020-01

300

OUTREACH

(Dwg C-ES-101-01)

(Dwg C-ES-101-01)

DESIGN POLE IN ACCORDANCEWITH AS1170.2 WITH A MINIMUMBASIC WIND SPEED FOR SERVICEABLILTYLIMIT STATE OF 38M/S

direction of outreach

ACCESS COVER

M10x45 LONG HEX BOLT

COVER

THROUGH LOWER STRAP.WELD HEAD AT BACK OF STRAP. COMPLETE WITH 2 GALVANIZED NUTS.

X

5

250

ENLARGEMENT ATACCESS OPENING

SUIT DOOR SCREWTAPPED HOLE TO

25x6 STRAP

(COVER REMOVED)

25x6 STRAP

400x110 NOMINALCLEAR OPENING

M10 HOLES

M10 HOLES

X

DETAIL

LABEL BEHIND COVERFIXED TO GEAR TRAY

DIAMETER SAME SIZE ASPROVIDE NYLON WASHER,HD CAP SCREWM6 ALLEN KEY SOCKET7mm HOLE TO SUIT

SCREW HEAD

SECTION X-X

C-ES-105-01

05/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

01LT 421

CONSTRUCTION STANDARDLighting and Electrical

10.5 M COLUMNDouble Outreach

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 27: STANDARD DESCRIPTION DRAWING

ACC

EA N

NEUTRAL LINK

A

N

ETSA UTILITIES

TYPICAL CONNECTION DIAGRAM

ACC ADAPTABLE FUSE ENCLOSURE

MEN/NEUTRAL LINK

COLUMN EARTHING BOLT

BY ETSA

LIGHTING COLUMN

ACC(E)SP

SCHEMATIC

40 Ø HD UPVC ORANGE CONDUIT WITH 32 Ø HD40 Ø HD UPVC ORANGE CONDUITORANGE CORRUGATED FLEXIBLE CONDUIT INSIDE

REFER TO STANDARD LT310-03 (Dwg C-ES-133-04)

SB

(WITH EARTH STAKE) (WITH SWITCHBOARD)

20A HRC

(IN LIGHTING COLUMN)

UNBROKEN EARTH CABLE

LL LC C

EARTH STAKE(MIN. 2 METRE LENGTH, TO AS3000)

2x1c, 6mm² COPPER PVC/PVC CIRCULAR CABLE PLUS 6mm² COPPER INSULATED EARTH CONDUCTOR

2 POLE ISOLATOR AND 5 AMP HRC FUSE

CABLE TO LANTERN IN 2C+E, 2.5mm² COPPER TPS

MOUNT SWITCHGEAR ON INSULATED PANEL FIXED TO GALVANISED STEEL TRAY ( BEHIND LIGHTING COLUMN ACCESS COVER)

EARTH LINK (JOIN EARTHS TO AS3000 REQUIREMENTS)

6mm² COPPER PVC EARTH

2x1c, 6mm² COPPER PVC/PVC ORANGE CIRCULAR CABLE

N

10A HRC

UTILITIES

SERVICE PIT CIRCUIT SIZES ARE MINIMUM. CONSULTANT/CONTRACTOR TO CONFIRM SIZE REQUIRED FOR VOLTAGE DROP CONSIDERATIONS.

NOTE.

C-ES-130-01

05/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

01LT 700

CONSTRUCTION STANDARDLighting and Electrical

SINGLE LIGHTING COLUMNDirect Supply from ETSA Pit

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 28: STANDARD DESCRIPTION DRAWING

ACC

20A HRCA

N

ETSA UTILITIES

TYPICAL CONNECTION DIAGRAM

ACC SWITCHBOARD

BY ETSA

LIGHTING COLUMN

ACCSP

SCHEMATIC

40 Ø HD UPVC ORANGE CONDUIT WITH 32 Ø HDORANGE CORRUGATED FLEXIBLE CONDUIT INSIDE

(PROVIDE NUMBER OF

20A HRC

LC

2x1c, 16mm² COPPER PVC/PVC ORANGE CIRCULAR CABLE

EARTH STAKE (MIN. 2 METRE LENGTH, TO AS3000)

2c+E, 2.5mm² COPPER PVC/PVC CIRCULAR CABLE 6mm² COPPER INSULATED EARTH CONDUCTOR

MOUNT SWITCHGEAR ON INSULATED PANEL FIXED TO GALVANISED STEEL TRAY ( BEHIND LIGHTING COLUMN ACCESS COVER)

6mm² COPPER PVC EARTH

ORANGE CONDUIT40 Ø HD UPVC

SWITCHBOARDACC PUBLIC LIGHTING

ACC

COLUMN EARTHING BOLT.EARTH CONNECTIONS BOLT TO BE PROTECTED FROM CORROSION AND TO BE ACCESSIBLE. USE CRIMP JOINTS FOR CONNECTIONS

TO BRASS EARTH STUD ON GALVANISED STEEL TRAY

10A HRC

MAIN SWITCH

ACC FUSE PIT(JOIN EARTHS TO AS3000 REQUIREMENTS)

N

E

AA

E

N

REFER TO STANDARD LT310-03CIRCUITS AS REQUIRED)

2x1c, 6mm² COPPER PVC/PVC ORANGE CIRCULAR CABLE PLUS 6mm² COPPER INSULATED EARTH CONDUCTOR.(This is the minimum size required and a larger size must be used where necessary to meet volt drop and earth resistance requirements to AS3000 and AS3008).

ACTIVE LINK, NEUTRAL LINK & EARTH LINKTO NEXT

FUSE PIT

CLIPSAL BLUE POINTFUSED TERMINAL BLOCK

CABLE TO LANTERN IN 2C+E, 2.5mm² COPPER TPS

SERVICE PIT

UTILITIES

CIRCUIT SIZES ARE MINIMUM. CONSULTANT/CONTRACTOR TO CONFIRM SIZE REQUIRED FOR VOLTAGE DROP CONSIDERATIONS.

C C

(SEPARATE FUSE REQUIRED FOR EACH LIGHT)

NOTE.

(Dwg C-ES 133-04)(Dwg C-ES 133-04)

REFER TO STANDARD LT310-03

C-ES-131-01

05-2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

02LT 700

CONSTRUCTION STANDARDLighting and Electrical

MULTIPLE LIGHTING COLUMNS

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 29: STANDARD DESCRIPTION DRAWING

METHOD AND TYPE OF FIXINGS USED FOR GWP SHALL BE TO APPROVAL OF SUPERINTENDENT.THE INSTALLED PVC BEND AND COUPLING ADAPTOR SHALL BE INSPECTED BY SUPERINTENDENT PRIOR TO BACK FILLING.

GWP (MEDIUM DUTY)ABOVEGROUND

NOM. BORE (W x H x D)FUSE ENCLOSURE

DIMENSIONS OF & TYPE

CABLE SIZE

Cu,PVC/PVCPHASESNo. OF

TYPESERVICE

N E W C O N S U M E R M A I N S S E R V I C E

CAPACITYSERVICE

NOM.SIZE HD UPVC

U/G CONDUIT

40Ø40Ø

32Ø32Ø

65Ø 800 x 370 x 250380 x 300 x 180380 x 300 x 180380 x 300 x 180380 x 200 x 180

50Ø40Ø40Ø

50Ø65Ø

35mm²25mm²16mm²16mm²

332

33

DCB

F E

200AMP100AMP100AMP60AMP60AMP70AMPA 1 16mm² 32Ø 25Ø 380 x 200 x 180

THE PROPOSED GWP AND FUSE ENCLOSURE SHALL BE PAINTEDWITH PRIMER AND TWO COATS OF EXTERIOR PAINT. COLOUR TOMATCH THE WALL OR STRUCTURE THAT EQUIPMENT IS MOUNTED TO.

CONTRACTOR TO LIAISE WITHTELSTRA FOR UTILISING CONSUMERMAINS SERVICE TRENCH

BUILDING

F

BL LB

F O O T P A T H

PR

OP

ER

TY

SP

100mm MIN. CLEARANCE FROM

FUSE ENCLOSURE (PREFERREDON SIDE OF BUILDING)

CONCEAL BEHIND WALL RETURN LOCATE VERTICAL CONDUIT TO

WHERE APPLICABLEOR ADJACENT TO DOWN PIPES

CORNER TO GWP

NOTE

BO

UN

DA

RY

NOTES

(WHERE APPLICABLE)

CONTRACTOR TO LIAISE WITH TELECOMMUNICATIONS AUTHORITY FORSHARING OF CONSUMER MAINS SERVICE TRENCH (WHERE APPLICABLE).

FOR ELEVATIONS, REFER TO STANDARD LT800-02 (Dwg C-ES-150-02) .

C

400

TO NEW ETSA UTILITIES FUSE ENCLOSUREOPTION 1 OPTION 2

TO EXISTING METER SWITCHBOARD

400mm MIN. CLEARANCE FROM

BO

UN

DA

RY

PR

OP

ER

TY

C

BUILDING

F O O T P A T H

LB

SP

BL

MSB

MSB

PROPERTY BOUNDARY TO CONDUIT

1.

2.

3.

4.

5. 95mm²

S C H E D U L E

C-ES-150-01

05/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

01LT 800

CONSTRUCTION STANDARDLighting and Electrical

UNDERGROUNDING OF PRIVATE PROPERTIESPlan and Schedule

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

TL

RS

Page 30: STANDARD DESCRIPTION DRAWING

600

(MIN

)

UTILITIES SP

GALVANISED WATER PIPE (G.W.P.).REFER TO 'SCHEDULE' ONDWG C-ES-150-01 FOR SIZES TO USE.

REFER TO OPTION 1 OR 2.

COMSUMERS SERVICE MAIN

GROUND LEVEL

THE G.W.P. SHALL BE BENT TO FOLLOW

PAINT TO MATCH STRUCTURE THATTHE GENERAL CONTOUR OF BUILDING.

EQUIPMENT IS CONNECTED TO.

SEE ENLARGEMENT "A".

90° LARGE SWEEP BEND.FROM ETSAINSTALL ORANGE ELECTRICAL MARKERTAPE 150 ABOVE CONDUIT.

TO ETSA UTILITIES SERVICE PIT.PVC CONDUIT, SLOPE 1 IN 40 DOWN

CO

VE

R

GALVANISED WATER

TO NEW ETSA UTILITIES FUSE ENCLOSURE

GROUND LEVEL

2700

MIN

.

FUSE ENCLOSURE.PROPOSED ETSA UTILITIES

PIPE (G.W.P.).

OPTION 1

(WHERE METER BOX IS INSIDE BUILDING)

(UN

LES

S N

OT

ED

OT

HE

RW

ISE

)

OPTION 2

(WHERE METER SWITCHBOARD IS EXTERNAL TO BUILDING)TO EXISTING METER SWITCHBOARD

GROUND LEVEL

SWITCHBOARD.EXISTING METER

RUN CONDUIT INTOCAVITY TO GAIN

1000

(T

YP

.)

ACCESS TOSWITCHBOARD.

OPTION 3TO NEW FUSE ENCLOSURE ON UPSTAND

(WHERE THE FUSE ENCLOSURE CANNOT BE FIXED TO BUILDING)

CO

VE

R60

0 (M

IN)

FROM ETSAUTILITIES SP

GROUND LEVEL

600D x 450 x 450

PROPOSED FUSEENCLOSURE.

G.W.P. SUPPORTUPSTANDS (40mmMIN. NOM. BORE).

TO EXISTINGPROPERTY MSB

100

CONCRETE FOOTING

600

(MIN

)(R

EF

ER

ET

SA

OPTION 3 - PLAN VIEW

G.W.P. SUPPORT

MIN. NOM. BORE).UPSTANDS (40mmENCLOSURE.

PROPOSED FUSE

PVC CONDUIT.

TO SUIT PVC/GWP SIZES.

THREADED G.W.P.

APPROVED (BSP TO METRIC ADAPTOR)1242 BSP SERIES OR EQUIVALENTCLIPSAL BRASS COUPLING

PVC PLAIN TO SCREW COUPLING.

ENLARGEMENT 'A'

WITH BITUMINOUS PAINT.

PAINT THREADS.PAINT BRASS COUPLING

1.

OUTSIDE.ASSEMBLE AND PAINT2.

PROTECTION

(N.T.S.)

FOR PLAN, NOTES AND SCHEDULE, REFER TO STANDARD LT800-01 (Dwg C-ES-150-01) .NOTES1.

UT

ILIT

IES

)

C-ES-150-02

05/2001

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JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

02LT 800

CONSTRUCTION STANDARDLighting and Electrical

UNDERGROUNDING OF PRIVATE PROPERTIESDetails

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Page 31: STANDARD DESCRIPTION DRAWING

ACC PUBLIC LIGHTING

ACC ORANGE ELEC. MARKER TAPE

ETSA UTILITIES DUCTS,BED IN SAND (TYPICAL)

100 Ø (TYPICAL)

BACK FILL MATERIAL

40 Ø (TYPICAL) ORANGE HD UPVC

FOOTPATH ROADWAY(ACC & ETSA UTILITIES ELECTRICAL DUCTS) (ACC & ETSA UTILITIES ELECTRICAL DUCTS)

600 (NOM) WITH ETSA UTILITIES DUCTS300 (NOM) WITHOUT ETSA UTILITIES DUCTS

REFER ATTACHEDACC SPECIFICATION

NOTE1.

ALL SERVICE AUTHORITIES

GROUND LEVEL GROUND LEVEL

ETSA UTILITIES DUCTS,100 Ø (TYPICAL)

BED IN SAND (TYPICAL)

ACC PUBLIC LIGHTING40 Ø (TYPICAL)

750

CO

VE

R

900

CO

VE

R

100

1000

CO

VE

R

900

CO

VE

R

750

CO

VE

R

100

TRENCHTRENCH

600 (NOM)

CO-ORDINATE DUCTING REQUIREMENTS WITH

ACC WHITE COMMUNICATIONSDUCTS 100 Ø (TYPICAL)

600

CO

VE

R

500

CO

VE

R

ACC SPARE 80Ø (TYPICAL) ORANGE HD UPVC ACC SPARE 80Ø (TYPICAL) FOR

TRAFFIC LIGHT USE IF REQUIRED.

BACK FILL MATERIALREFER ATTACHEDACC SPECIFICATION

DUCTS 100 Ø (TYPICAL)ACC WHITE COMMUNICATIONS

ACC ORANGE ELEC. MARKER TAPE

C-ES-140-01

05/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

01LT 900

CONSTRUCTION STANDARDLighting and Electrical

TRENCHESStreets

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Page 32: STANDARD DESCRIPTION DRAWING

200W x 100D CONCRETE

ACC ORANGE ELECTRICAL MARKER TAPE

BACK FILL MATERIAL

(15MPa TO AS1480)

PARK LANDS - GENERAL PARK LANDS - PATHWAY LIGHTING

450 (MIN)

REFER ATTACHEDACC SPECIFICATION

NOTE

GROUND LEVEL

900

CO

VE

R

TRENCH

100

100

100

150

ACC PUBLIC LIGHTING40 Ø ORANGE HD UPVC

CONDUIT EMBEDDED IN

BY 50mm SAND50mm SAND & COVERED

TRENCH

600 (NOM)

150

100

100

900

CO

VE

R

50mm SAND & COVEREDCONDUIT EMBEDDED IN

BY 50mm SAND

ACC PUBLIC LIGHTING40 Ø (TYPICAL)

BACK FILL MATERIAL

GROUND LEVEL

ACC SPECIFICATIONREFER ATTACHED

(TYPICAL) ACC 80Ø HD UPVC (SPARE)

(FOR PUBLIC LIGHTING UNDER OR ADJACENT TO PATHWAYS, WHERE CABLE ROUTE IS CLEARLY DEFINED. CONTACT ACC PROJECT MANAGER TO DETERMINE ACCEPTABLE LOCATIONS)IT IS NOT TO BE USED IN EVENT AREAS.

CO-ORDINATE DUCTING REQUIREMENTS WITH ALL SERVICE AUTHORITIES.

PERMANENT CABLE MARKERS REQUIRED AT MAXIMUM SPACING OF 30 METRES FOR LONG STRAIGHT ROUTES AND AT ANY CHANGE OF DIRECTION.

1

2

EVENT AREAS SHALL BE AS PARKLANDS GENERAL, BUT WITH 1500mm COVER.

3

ACC ORANGE ELECTRICAL M

C-ES-141-01

05/2001

TL

JR/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

02LT 900

CONSTRUCTION STANDARDLighting and Electrical

TRENCHESPark Lands

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Page 33: STANDARD DESCRIPTION DRAWING

PARK LANDS - BORED

1000

CO

VE

RGROUND LEVEL

ACC PUBLIC LIGHTING 40Ø ORANGE HD UPVC (TYPICAL)

ACC 100Ø ORANGE HD UPVC DUCT

FOR PUBLIC LIGHTING UNDER OR ADJACENT TO PATHWAYS WHERE CABLE ROUTE IS CLEARLY DEFINED AND TRADITIONAL TRENCHING METHODS ARE NOT PRACTICAL AND/OR MAY CAUSE HARM TO EXISTING VEGETATION.FOR PREFERRED METHOD OF CABLE POSITIONING IN PARK LANDS, SEE STANDARD LT900-02 (Dwg C-ES-141-01).

PERMANENT CABLE MARKERS REQUIRED AT MAXIMUM SPACING OF 30 METRES FOR LONG STRAIGHT ROUTES AND AT ANY CHANGE OF DIRECTION AND AT ANY ENDS OF CONDUIT/CABLE RUN.

CO-ORDINATE DUCTING REQUIREMENTS WITH ALL SERVICE AUTHORITIES.

2

1

NOTE

EVENT AREAS 1500mm COVER.3

(EV

EN

T A

RE

AS

150

0 C

OV

ER

)

C-ES-141-02

05/2001

TL

NS/JB

DATE

DRWG No.

CERTIFIED

CHECKED

N.T.S.SCALE

DRAWN

DESIGNED

03LT 900

CONSTRUCTION STANDARDLighting and Electrical

BORED TRENCHESPark Lands

COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.

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