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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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01LT 001
CONSTRUCTION STANDARDLighting and Electrical
DRAWING INDEX
COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.
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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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01LT 002
CONSTRUCTION STANDARDLighting and ElectricalELECTRICAL LEGEND
COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.
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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.
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02LT 010
CONSTRUCTION STANDARDLighting and Electrical
COLUMN OPTIONS
TL
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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
05/2001
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DRWG No.
CERTIFIED
CHECKED
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DESIGNED
01LT 020
CONSTRUCTION STANDARDLighting and Electrical
LIGHTING / TRAFFIC COLUMNSFooting Details
COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.
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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
05/2001
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DRWG No.
CERTIFIED
CHECKED
N.T.S.SCALE
DRAWN
DESIGNED
01LT 030
CONSTRUCTION STANDARDLighting and Electrical
POST TOPLocation Details Typical
COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.
TL
RS
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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DRWG No.
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02LT 030
CONSTRUCTION STANDARDLighting and Electrical
STREET LIGHTINGLocation Details Typical
COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.
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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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CHECKED
N.T.S.SCALE
DRAWN
DESIGNED
01LT 110
CONSTRUCTION STANDARDLighting and Electrical
3.5M POST TOPCeremonial Column
COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.
TL
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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
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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.
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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
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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
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
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
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
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
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
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
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
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
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
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
5°
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
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
5°
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
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)
5°
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
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
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
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
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)
5°
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
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
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
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
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
TL
JR/JB
DATE
DRWG No.
CERTIFIED
CHECKED
N.T.S.SCALE
DRAWN
DESIGNED
02LT 800
CONSTRUCTION STANDARDLighting and Electrical
UNDERGROUNDING OF PRIVATE PROPERTIESDetails
COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.
TL
RS
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
COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.
TL
RS
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
COPYRIGHTThis document produced by City of Adelaide shall not copied without written consent.
TL
RS
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.
TL
RS