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.11.07
'.03.07
.05.08
1.05.08
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. 2.
AL
L IN
FORM
ATIO
N T
O B
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ECKE
D O
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ITE
PRIO
R T
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CATI
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AND
CO
NSTR
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•
1511
16
FOR
CON
STRU
CTIO
N
Rev
D
ate
1 R
evis
ion
Det
ails
VP
. p
p
Con
sulta
nt
CA
D
Des
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onst
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V V
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25
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d B
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VIC
312
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3 92
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nstr
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OPT
US
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ect M
OB
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NE
TWO
RK
AU
STR
ALI
A SI
TE N
o:-
P030
1 R
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YS
TON
E S
OU
TH
LOT
395
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ALB
AN
Y LA
NE
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win
g Ti
tle
SITE
SPE
CIF
ICA
TIO
NS
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win
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FO
R
CO
NS
TR
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N
Dra
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P03
01-G
1 R
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A C
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5 05
4 36
5 69
6 AL
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N 2
.0 N
OVE
MBE
R 2
013
20
L_
10
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20
30
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50m
m
j
NOTE
S:
1. AL
L IN
FORM
ATIO
N T
O B
E CH
ECKE
D O
N S
ITE
PRIO
R T
O F
ABRI
CATI
ON
AND
CO
NSTR
UCTI
ON.
2.
DR
AWIN
GS
BASE
D O
N IN
FORM
ATIO
N P
ROVI
DED
BY
OTH
ERS.
3.
CO
NSTR
UCTI
ON
CON
TRAC
TOR
TO
CON
FIRM
SU
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ILIT
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PRO
POSE
D E
WP
SET-
UP/
PAR
KIN
G L
OCA
TIO
N O
N S
ITE
PRIO
R T
O W
ORK
COM
MEN
CING
. SE
RVIC
ES IN
FORM
ATIO
N C
ONT
AINE
D O
N T
HIS
DRAW
ING
IS IN
DICA
TIVE
ONL
Y AN
D R
EFER
ENCE
SHO
ULD
BE
MAD
E TO
THE
AUT
HORI
TIES
DRA
WIN
GS
TO
CONF
IRM
ACC
URAC
Y AN
D C
OM
PLET
ENES
S. W
HERE
INFO
RMAT
ION
IS
AVAI
LABL
E, T
HE S
UB-S
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ERVI
CES
INST
ALLE
D B
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ENTS
OTH
ER
THAN
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E BE
EN S
HOW
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AY B
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ESEN
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HOUL
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ELIE
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RE A
T RI
SK O
F DA
MAG
E DU
RING
CO
NSTR
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ON,
TH
E CO
NTRA
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SHO
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NO
TIFY
THE
REL
EVAN
T AU
THO
RITI
ES A
ND
ESTA
BLIS
H T
HE E
XACT
LO
CATI
ON
OF
THE
SERV
ICES
.
OVE
RALL
SIT
E PL
AN
SCAL
E 1:
2000
FOR
CO
NSTR
UCTI
ON
R
evisi
on D
etai
ls
CA
D
Des
igne
r V
ende
r A
ppro
ver
visi
onst
ream
V V
ISIO
NS
TRE
AM
PTY
LTD
25
-37
Hun
tmgd
ale
Roa
d B
urw
ood
VIC
312
5 A
ustra
lia
Tel-
+61
3 92
73 7
600
ww
w.v
isio
nstr
eam
.com
.au
Clie
nt:
OPT
US
Proj
ect: M
OBI
LE N
ETW
OR
K AU
STR
ALIA
SI
TE N
o:- P
0301
R
OLE
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NE
SOU
TH
LOT
395
OLD
ALB
AN
Y LA
NE
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win
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SIT
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CO
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raw
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No.
P03
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5 05
4 36
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6. A
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SIO
N 2
.0 N
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MBE
R 2
013
20
l _
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20
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50
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l
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DUIT
S AN
D T
HEN
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VER
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PIG
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ACK
FASH
ION
NOTE
S:
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FER
TO
DRA
WIN
G P
0301
-A1
FOR
ANT
ENNA
SYS
TEM
CO
NFIG
URAT
ION.
2.
EX
ISTI
NG 2
100
MHA
(1 O
FF) A
ND 9
00 M
HA (1
OFF
) PER
SEC
TOR
TO
BE
RECO
VERE
D.
3.
NEW
700
/850
/900
MHA
(1 O
FF),
1800
/210
0 CO
MBI
NERS
(2 O
FF) A
ND
1800
/210
0/23
00/2
600
COM
BINE
RS (2
OFF
) PER
SEC
TOR
TO
BE
INST
ALLE
D
BEHI
ND N
EW P
ANEL
ANT
ENNA
. 4.
EX
ISTI
NG O
PTUS
600
mm
PAR
ABO
LIC
ANT
ENNA
AT
EL 2
3.00
m T
O B
E RE
COVE
RED
ALO
NG W
ITH
ODU
, POL
E M
OUNT
AND
IF C
ABLE
. EX
ISTI
NG O
PTUS
PAN
EL A
NTEN
NAS
AND
SUP
PORT
STE
ELW
ORK
TO
BE
REM
OVED
. TH
E ST
RUCT
URAL
AN
ALYS
IS O
F EX
ISTI
NG T
OWER
AND
FO
UNDA
TIO
N IS
CO
NDUC
TED
BY
STRU
CTEL
. AS
APP
LICA
BLE,
TEL
STRA
TO
AM
END
THE
EXI
STIN
G L
EASE
ARE
A OF
TO
WER
COM
POUN
D A
REA
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CCOM
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OPT
US C
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H N
EW H
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1-J,
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US 0
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N IN
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86)
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STAL
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GPS
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HE
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TER
WAL
L W
ITH
IDEA
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D 1
80°
VIEW
OF
THE
SKY.
1511
16
FOR
CON
STRU
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N
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etai
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D
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ISIO
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PTY
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25
-37
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tmgd
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d B
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312
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600
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OPT
US
Proj
ect: M
OBI
LE N
ETW
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AU
STRA
LIA
SITE
No:
- P03
01
ROLE
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OUT
H
LOT
395
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P03
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3 R
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A C
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© O
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5 05
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6. A
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NOTE
S:
1. RE
FER
TO
DRA
WIN
G P
0301
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FOR
PAN
EL A
NTEN
NA D
ETAI
LS
2.
STRU
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OF
EXIS
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TOW
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UNDA
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O
BE C
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MED
BY
STRU
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. 3.
TH
IS D
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RAM
MAT
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k.
EXIS
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ANT
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AND
ARE
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ON IN
FORM
ATIO
N S
UPPL
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BY
OTH
ERS
AND/
OR
BY
INSP
ECTI
ON
ON
SIT
E.
5.
ALL
INFO
RMAT
ION
TO
BE
CHEC
KED
ON
SIT
E PR
IOR
TO
FAB
RICA
TIO
N A
ND
CONS
TRUC
TIO
N.
EXIS
TING
TEL
STRA
2km
LAT
TICE
TOW
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EXIS
TING
TOW
ER A
ND F
OUN
DATI
ON
TO
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STRE
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AS
PER
DRG
. STD
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STRA
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EQUI
PMEN
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ELTE
R
INST
ALL
NEW
GPS
ANT
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ON
O
PTUS
SHE
LTER
- R
EFER
OPT
US
GPS
NOTE
ON
DRG
. P03
01-G
3
EXIS
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OPT
US E
QUI
PMEN
T SH
ELTE
R
EXIS
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SEC
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RECO
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NEW
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100
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-00
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CON
STRU
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N
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etai
ls
PS
AB
AB
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sulta
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D
esig
nei
verif
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onst
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V V
ISIO
NS
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AM
PTY
LTD
25
-37
Hun
tmgd
ale
Roa
d B
urw
ood
VIC
312
5 A
ustra
lia
Tel-
+61
3 92
73 7
600
ww
w.v
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nstr
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.com
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Clie
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OPT
US
Proj
ect M
OBI
LE N
ETW
OR
K AU
STR
ALIA
SI
TE N
o:- P
0301
R
OLE
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SOU
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raw
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FOR
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P03
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4 R
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A C
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© O
PTU
S M
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5 05
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6. A
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N B
OX
NOTE
S:
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IS D
RAW
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SHA
LL B
E RE
AD IN
CON
JUNC
TION
WIT
H R
F PL
UMBI
NG
DIAG
RAM
DRA
WIN
G P
0301
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2.
AN
TENN
A CO
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INAT
ES A
RE S
PECI
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: MO
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NET
WO
RK
AUST
RAL
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SITE
No:
- P03
01
RO
LEYS
TON
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LO
T 39
5 O
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STD-4549 1 1 PANEL MOUNTS @ RL 22m - GENERAL ARRANGEMENT & DETAILS
STD-4549 2 1 PANEL MOUNTS 0 RL 22m - SUB-ASSEMBLIES 2A-2E/ DETAILS 2.1-2.4
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1 6 DEC 2016
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STRUCTEL PTY. LTD.
ISSUE No.
DESIGNED BY
APPROVED BY
DATE
JOB No. DRAWN CHKD AMENDMENT DESIG. APPD DATE ISS Structel A 031341 MV AC AC HG 02.11.16 1 Structel A ARALUEN (WA) 24m SPECIAL TOWER DRAWING LIST
S T D - 4 5 4 Q OF DL (CAD) Structel Pty. Ltd. A.C.N 064 274 835 S T D - 4 5 4 Q OF DL (CAD) PRODUCED BY STRUCTEL A 4
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,R.L. 22.00m (Proposed Panel Centreline)
FIXING PLATE
NOTE FOR MANUFACTURER & INSTALLER: TRIAL ASSEMBLE PRIOR TO GALVANISING
AND DELIVERY TO SITE TO ENSURE CORRECT FIT AND NUMBER OF PARTS
U-BOLTS (2-CFF)
U-BOLTS (2-OFF)
PROPOSED PANEL MOUNTS @ RL 22m ON S-E FACE
PROPOSED HUAWEI APE4517R0 (31 - J )
BEARING 290-
NOTE: * THIS DIMENSION MUST BE
MAINTAINED TO ENSURE A VERTICAL MOUNTING PIPE
U-BOLTS (2-OFF)
PROPOSED RRU s
GENERAL NOTES: t. ALL STEEL TO BE HOT DTP GALVANISED TO AS46B0 (2006).
BOLTS GALVANISED TO AS1214 (1983). 2. ALL WELDING TO BE CATEGORY SP TO AS1554 (2014).
ALL wans TO BE 5mm CFW. U.N.O. 3. ALL HOLLOW SECTIONS TO AS1163 (2009). 4. ALL HOT ROLLED STEEL TO AS3678 (2011) & AS3679.1 (2010), (Grade 300). 5. ALL SPRING WASHERS TO AS1968 (1976). 6. HIGH STRENGTH BOLTS TO AS1252 (1996), (Grade 8.8/S). 7. REMOVE ALL SWARF, BURRS A SHARP EDGES TO ALL FRESHLY CUT, WELDED
OR DRILLED STEEL ON SITE. APPLY TWO COATS OF ZINC RICH PAINT. B. REFER TO MOP AND SOW FOR ADDITIONAL SITE-SPECIFIC NOTES
AND INSTRUCTIONS, AS APPLICABLE. 9. CONTACT STRUCTEL AND REFER REPORT No. 65808/031341/1
FOR FURTHER INFORMATION IF REQUIRED.
PARTS LIST
PART No. DESCRIPTION No. OFF
1.1 #88.9 x S.O CHS (x 2400 Long) MOUNTING BAR (Grade C250L0) (Provide galvanised pressed metal and caps after galvanising) 2
1.2 •76.1 x 4.5 CHS (x 3300 Long) MOUNTING PIPE (Grade C250L0) (Provide galvanised pressed metal end caps otter galvanising) 6
2A SEE DETAIL - MOUNTING BAR (SUB—ASSEMBLY) 2
2B SEE DETAIL - OUTSTAND (SUB—ASSEMBLY) 2
2C SEE DETAIL - OUTSTAND (SUB-ASSEMBLY) 2
20 SEE DETAIL - OUTSTANO (SUB—ASSEMBLY) 2
2E SEE DETAIL - OUTSTANO (SUB—ASSEMBLY) 2
2.1 SEE DETAIL - FTXJNG PLATE 10
2.2 SEE DETAIL - »16 U-BOLT (TO FIT #50 l£C) 16
2.3 SEE DETAIL - ei6 U-BOLT (TO FIT «76.1 PIPE) 24
2.4 SEE DETAIL - »16 U-BOLT (TO FIT #88.9 PIPE) 36
h- PROPOSED HUAWEI — APE4517R0 (11-J)
BEARING 60"
MTT BAR (SUB—ASSY)
PROPOSED HUAWEI APE4517R0 (21 — J)
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STD-4493
STD-4493
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STD-4493
STD-4493
STD-4493
STD-4493
STD-4493
STD-4493
STD-4493
STD-4493
STD-4493
STD-4493
STD-4493
STD-4493
STD-4493
STD-4493
STD-4493
SHT No
7
8
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11
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13
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ISSUE
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17
18
TITLE
PROPOSED 24m SPECIAL TOWER - GENERAL ARRANGEMENT k DETAILS
PROPOSED TOWER FOOTING - GENERAL ARRANGEMENT k DETAIL
PROPOSED TOWER FOOTING - GENERAL ARRANGEMENT k SECTIONS
PROPOSED TOWER FOOTING - GENERAL ARRANGEMENT k SECTIONS
PROPOSED TOWER FOOTING - GENERAL ARRANGEMENT k SECTIONS
PROPOSED 24m SPECIAL TOWER - GENERAL ARRANGEMENT k DETAIL 2
PROPOSED 24m SPECIAL TOWER - GENERAL ARRANGEMENT k DETAIL 3
PROPOSED 24m SPECIAL TOWER - GENERAL ARRANGEMENT k DETAIL 4
PROPOSED 24m SPECIAL TOWER - GENERAL ARRANGEMENT k DETAILS 5 k 6
PROPOSED 24m SPECIAL TOWER - GENERAL ARRANGEMENT k DETAILS 7 & 8
PROPOSED 24m SPECIAL TOWER - DETAILS 11.1 TO 11.29
PROPOSED 24m SPECIAL TOWER - DETAILS 12.1 TO 12.4
PROPOSED 24m SPECIAL TOWER - DETAILS 13.1 TO 13.3
PROPOSED 24m SPECIAL TOWER - DETAILS 14.1 TO 14.3
PROPOSED 24m SPECIAL TOWER - DETAILS 15.1 k 15.2
PROPOSED 24m SPECIAL TOWER - DETAILS 16.1 k 16.2
PROPOSED 24m SPECIAL TOWER - DETAILS 17.1 k Ml
PROPOSED 24m SPECIAL TOWER - DETAIL 18.1
STRUCTEL PTY. LTD.
ISSUE No.
DESIGNED BY
APPROVED BY ...
DATE . . . 2 . ^ / / $
1 E
JOB No. DRAWN CHKD DESIG. APPD DATE ISS
S tructel 030622 MV AC AC RC 18.10.16 1 S tructel ARALUEN (WA) 24m SOUTHERN CROSS KVD TOWER DRAWING LIST
STD-4493 SHEET DL OF DL (CAD) Structel Pty. Ltd. A.C.N 064 274 835 STD-4493 SHEET DL OF DL (CAD)
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PRODUCED BY STRUCTEL A 4
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PROPOSED 24m SPECIAL TOWER
.R.L. 4.00m
EXISTING/ PROPOSED TOWER ELEVATION
ERJL, OCVOOm _ (Proposed Base of New Tower/ Top of Proposed Footing)
EXISTING SOUTHERN CROSS KVO TOWER.
(TO BE RETAINED)
NOTE FOR MANUFACTURER & INSTALLER: TRIAL ASSEMBLE PRIOR TO GALVANISING
AND DELIVERY TO SITE TO ENSURE CORRECT FIT AND NUMBER OF PARTS
GENERAL NOTES: 1. ALL STEEL TO BE HOT DIP GALVANISED TO AS4880 (2008).
BOLTS GALVANISED TO AS1214 (1803). 2. ALL WELDING TO BE CATEGORY SP TO AS 1554 (201*).
ALL WELDS TO BE 5mm CFW, U.N.O 3. ALL HOLLOW SECTIONS TO AS1183 ( 2009) 4. ALL HOT ROLLED STEEL TO AS3B78 (2011) • ASM 78.1 (2010), (Grod« JOO). 3. ALL SPRING WASHERS TO AS 196 8 (1878). «. HIGH STRENGTH BOLTS TO AS12S2 (1988). (Orada 8.8/S). 7. REMOVE ALL SWARF, BURRS It SHARP EDGES TO ALL FRESHLY CUT, WELDED
OR DRILLED STEEL ON SITE. APPLY TWO COATS OF ZINC RICH PAINT. 8. REFER TO IMP AND SOW FOR ADDITIONAL SITE-SPECIFIC NOTES
AND INSTRUCTIONS. AS APPUCA8LE-9. CONTACT STRUCTEL AND REFER REPORT No. 65808/030622/1
FOR FURTHER INFORMATION IF REQUIRED.
PARTS LIST FOR PROPOSED TOWER
11.1 11.2 11.3 11.4 11.5 11.6 11.7 11.8 11.9 11.10 11.11 11.12 11.13 11.14 11.15 11.16 11.17 11.18 11.19 11.20 11.21 11.22 11.23 11.24 11.25 11.26 11.27 11.28 11.29
12.1 12.2 12.3 12.4
13.1 13.2 13.3
14.1 14.2 14.3
13.1 15.2
16.1 16.2
17.1 17.2
18.1
M20 (> SO Lang) HEX HEAD BOLT. (Grod. 8.8/S) c/« NUT * SPRING WASHER
M20 (> 45 Long) HEX SET SCREW, (Grode 8.8/S) o/« NUT, SPRING * FLAT WASHER
Ml6 (« 90 Long) HEX HEAD BOLT, (Grode 8.8/S) e/» NUT. SPRING * FLAT WASHER
M1B (x 80 Long) HEX HEAD BOLT, (Grade 8.8/S) c/» NUT, SPRINC * FLAT WASHER
M1B (x 40 Long) HEX HEAD BOLT. (Orodd 8.8/S) c /» NUT. SPRING A FLAT WASHER
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SEE DETAIL - BRACE
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SEE DETAIL - BRACE
SEE DETAIL - BRACE
SEE DETAIL - BRACE
SEE DETAIL - BRACE
SEE DETAIL - BRACE
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SEE DETAIL - BRACE
SEE DETAIL - BRACE
SEE DETAIL - BRACE
SEE DETAIL - BRACE
SEE DETAIL - BRACE
SEE DETAIL - BRACE
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SEE DETAIL - TOWER LEG (SUB-ASSY)
SEE DETAIL - TOWER LEG (SUB-ASSY)
SEE DETAIL - TOWER LEG (SUB-ASSY)
SEE DETAIL - TOWER LEG (SUB-ASSY)
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