Page 1
170
STANDARD DRAWINGS INDEX
FIGURE DWG DATE DESCRIPTION
001 Revision 1 Apr-11 Access Lane Cross Section
002 Revision 1 Apr-11 Access Place Cross Section
003 Revision 1 Apr-11 Service Locations - Cross Section (For Access Street)
004 Revision 1 Apr-11 Service Locations - Cross Section (For Trunk Services)
005 Revision 1 Apr-11 Turning Area Details
006 Revision 1 Apr-11 Concrete Footpath Cross Section and Joints
007 Revision 1 Apr-11 Concrete Joint Details
008 Revision 1 Apr-11 Kerb Profiles B,M, & SM Series
009 Revision 1 Apr-11 Pram Crossing (Kerb Ramp) Details
010 Revision 1 Apr-11 Single Residential Vehicle Crossing
011 Revision 1 Apr-11 Double Residential Vehicle Crossing
012 Revision 1 Apr-11 Side Entry Pit Grated B2 Kerb and Channel
013 Revision 1 Apr-11 Side Entry Pit Grated SM2 Kerb and Channel
014 Revision 1 Apr-11 Junction Pit
015 Revision 1 Apr-11 Drainage Pipelines Anchor Block Detail
016 Revision 1 Apr-11 Property Inlet Type A
017 Revision 1 Apr-11 Property Inlet Type B
018 Revision 1 Apr-11 Property Inlet Type D
019 Revision 1 Apr-11 Outfall Structures
020 Revision 1 Apr-11 Subsurface Drain Back of Kerb
APPENDIX DSTANDARD DRAWINGS
Page 13
AS SPECIFIED100
200
WID
TH60
0
300
490 300
60
225 MIN.
B2
"BIK
E-SA
FE" H
OT D
IP G
ALVA
NISE
DOR
CAS
T IR
ON C
LASS
D A
S PE
RAS
3996
. GRA
TING
& F
RAME
TO
SUIT
BAR
RIER
KER
B PR
OFILE
CAST
IN-S
ITU
OR P
ER-C
AST
UNIT
TO
SUIT
OR LOCATE GRATE PITAT AN ANGLE TO
JUNCTION PIT
600
150
150
PENE
TRAT
ION
FOR
SUBS
URFA
CE D
RAIN
S
PIPE
CEN
TRED
IN P
IT
75mm
LAYE
R OF
COM
PACT
EDCL
ASS
3 FCR
SECT
ION
A-A
NOT
TO S
CALE
150
300
E.J.
BACK OF KERB
LIP OF KERB
E.J.
"BIK
E SA
FE" H
OT D
IP G
ALVA
NISE
DOR
CAS
T IR
ON C
LASS
D A
S PE
RAS
3996
. GRA
TING
& F
RAME
TO
SUIT
BARR
IER
KERB
PRO
FILE
A
PLAN
NOT
TO S
CALE
FACE OF KERB
(CAST IN-SITU OR PRE-CAST UNIT)NO
TES:
1.IN
SIDE
DIM
ENSI
ONS
OF S
IDE
ENTR
Y PI
TS T
O BE
900x
600 F
OR P
IPES
NOT
EXC
EEDI
NG45
0Ø. L
ARGE
R PI
PES
REQU
IRE
PIT
HAUN
CHIN
G AS
PER
VIC
ROAD
S SD
1001
TO
SD10
23.
2.RE
INFO
RCEM
ENT
FOR
THE
PIT
DIA
< 45
0mm
AND
DEPT
H >
1200
mm. R
EFER
VIC
ROAD
SDW
G SD
1011
D. F
OR H
AUNC
HED
PITS
REI
NFOR
CEME
NTS
ARE
TO B
E AS
SHO
WN
INTH
E VI
CROA
DS S
TD. D
WG.
1121
B.3.
PIPE
CEN
TREL
INE
TO B
E 45
0 MIN
IMUM
OR
1 2 ØPI
PE +
150m
m BE
HIND
BOK
.4.
PIT
WAL
LS A
ND F
LOOR
:- 1
50 T
HICK
FOR
DEP
TH T
O 36
00.
- 200
THI
CK F
OR D
EPTH
> 36
00.
5.PI
TS >
900 D
EPTH
TO
BE S
UPPL
IED
WIT
H ST
EP IR
ONS
- REF
ER T
O VI
CROA
DS S
D104
1.6.
SUBJ
ECT
TO S
UPER
INTE
NDEN
T'S &
COU
NCIL
APPR
OVAL
PRE
CAST
PIT
S MA
Y BE
SUBS
TITU
TED.
LENGTH900
WID
TH60
0
A
E.A
FRAM
E AN
D LIG
HT W
EIGH
T LO
CKIN
GFI
BREG
LASS
LID
OR A
PPRO
VED
EQUI
VALE
NTAT
TACH
FRA
ME W
ITH
10Ø
100m
m LO
NGDY
NABO
LT T
HROU
GH 2
5 x 25
x 50
LONG
RHS
SPA
CER
E.A.
FRA
ME A
ND LI
GHT
WEI
GHT
LOCK
ING
FIBR
EGLA
SS LI
D OR
APP
ROVE
DEQ
UIVA
LENT
100 x
100 C
ONCR
ETE
SURR
OUND
TO LI
D FR
AME
GROU
T BE
TWEE
NFR
AME
AND
PIT
STRU
CTUR
E
SEENOTE 4
600 O
R DI
A+15
0 MIN
(WHI
CHEV
ER IS
>)
SEE
NOTE
1
SEENOTE 4
SEENOTE 4
BOTT
OM T
O BE
SHA
PED
ONCO
MPLE
TION
OF
PIT
("NO
SLUM
P" C
ONCR
ETE)
D/2
1000 TAPER7.
TOP
OF P
IT T
O MA
TCH
FINI
SHED
SUR
FACE
LEVE
LS.
8.ST
EP IR
ONS
TO B
E PR
OVID
ED IN
ALL
PIT
S OV
ER 90
0mm
DEEP
.9.
CONC
RETE
STR
ENGT
H 25
MPa A
T 28
DAY
S.10
.AL
L PIT
COV
ERS
AND
GRAT
ES IN
ACC
ORDA
NCE
WIT
H AS
3996
.FI
BRE
GLAS
S LID
S:-T
O BE
CLA
SS 'B
' OR
ABOV
E-N
OT G
REAT
ER T
HAN
25KG
IN W
EIGH
T FO
R 60
0x90
0 PIT
.-IM
PRIN
TED
WIT
H "A
S 39
96" C
LASS
'B' A
ND W
EIGH
T IN
KILO
GRAM
S, IN
25mm
LETT
ERIN
G11
.NO
T AP
PLIC
ABLE
TO
MELB
OURN
E W
ATER
COR
PORA
TION
DRA
INAG
E AS
SETS
. FOR
MWC
WOR
KS R
EFER
TO
MWC
LAND
DEV
ELOP
MENT
MAN
UAL.
012
STA
ND
AR
D D
RA
WIN
GS
FO
RS
UB
DIV
ISIO
NS
IN G
RO
WTH
AR
EA
SS
IDE
EN
TRY
PIT
GR
ATE
DB
2 K
ER
B A
ND
CH
AN
NE
L
1 AP
R 2
011
Rev
isio
n
Figu
reD
ate
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& G
raph
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ary\
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ign
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Con
stru
ctio
n M
anua
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2493
1-FI
G01
2 R
EV
_1.d
wg
Cad
File
No:
12 A
pril
2011
- 3:
35 P
MP
lot D
ate:
Gar
y M
agno
Plo
tted
by:
Dat
eA
ppro
ved
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cked
Dra
wn
Rev
isio
nN
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ote:
* in
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tes
sign
atur
es o
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igin
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on o
f dra
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g
Page 14
150
AS SPECIFIED100
200
WID
TH
300
490 300
60
225 MIN.
SM2
"BIK
E-SA
FE" H
OT D
IP G
ALVA
NISE
D OR
CAST
IRON
CLA
SS D
AS
PER
AS 39
96.
GRAT
ING
& FR
AME
TO S
UIT
SM2
PROF
ILE
CAST
IN-S
ITU
OR P
ER-C
AST
UNIT
TO
SUIT
OR LOCATE GRATE PITAT AN ANGLE TO
JUNCTION PIT
150
150
PENE
TRAT
ION
FOR
SUBS
URFA
CE D
RAIN
S
150
E.J.
BACK OF KERB
E.J.
"BIK
E SA
FE" H
OT D
IP G
ALVA
NISE
D OR
CAS
TIR
ON C
LASS
D A
S PE
R AS
3996
. GRA
TING
&FR
AME
TO S
UIT
SM2 K
ERB
PROF
ILE
A
PLAN
NOT
TO S
CALE
FACE OF KERB
(CAST IN-SITU OR PRE-CAST UNIT)
LENGTH900
WID
TH60
0
A
E.A
FRAM
E AN
D LIG
HT W
EIGH
T LO
CKIN
GFI
BREG
LASS
LID
OR A
PPRO
VED
EQUI
VALE
NTAT
TACH
FRA
ME W
ITH
10Ø
100m
m LO
NGDY
NABO
LT T
HROU
GH 2
5 x 25
x 50
LONG
RHS
SPA
CER
E.A.
FRA
ME A
ND LI
GHT
WEI
GHT
LOCK
ING
FIBR
EGLA
SS LI
D OR
APP
ROVE
DEQ
UIVA
LENT
100 x
100 C
ONCR
ETE
SURR
OUND
TO LI
D FR
AME
GROU
T BE
TWEE
NFR
AME
AND
PIT
STRU
CTUR
E
600
400
PIPE
CEN
TRED
IN P
IT
75mm
LAYE
R OF
COM
PACT
EDCL
ASS
3 FCR
SECT
ION
A-A
NOT
TO S
CALE
SEENOTE 4
600 O
R DI
A+15
0 MIN
(WHI
CHEV
ER IS
>)
SEE
NOTE
1
SEENOTE 4
SEENOTE 4
BOTT
OM T
O BE
SHA
PED
ONCO
MPLE
TION
OF
PIT
("NO
SLUM
P" C
ONCR
ETE)
D/2
LIP OF KERB
NOTE
S:1.
INSI
DE D
IMEN
SION
S OF
SID
E EN
TRY
PITS
TO
BE 90
0 x 60
0 FOR
PIP
ES N
OT E
XCEE
DING
450Ø
. LAR
GER
PIPE
S RE
QUIR
E PI
T HA
UNCH
ING
AS P
ER V
ICRO
ADS
SD10
01 T
O SD
1023
.2.
REIN
FORC
EMEN
T FO
R TH
E PI
T DI
A <
450m
m AN
D DE
PTH
> 12
00mm
. REF
ER V
ICRO
ADS
DWG
SD10
11D.
FOR
HAU
NCHE
D PI
TS R
EINF
ORCE
MENT
S AR
E TO
BE
AS S
HOW
N IN
THE
VICR
OADS
STD
. DW
G. 11
21B.
3.PI
PE C
ENTR
ELIN
E TO
BE
450 M
INIM
UM O
R 1 2 Ø
PIPE
+15
0mm
BEHI
ND B
OK.
4.PI
T W
ALLS
AND
FLO
OR:
- 150
THI
CK F
OR D
EPTH
TO
3600
.- 2
00 T
HICK
FOR
DEP
TH >
3600
.5.
PITS
> 90
0 DEP
TH T
O BE
SUP
PLIE
D W
ITH
STEP
IRON
S - R
EFER
TO
VICR
OADS
SD1
041.
6.SU
BJEC
T TO
SUP
ERIN
TEND
ENT'S
& C
OUNC
IL AP
PROV
AL P
RECA
ST P
ITS
MAY
BESU
BSTI
TUTE
D.7.
TOP
OF P
IT T
O MA
TCH
FINI
SHED
SUR
FACE
LEVE
LS.
8.ST
EP IR
ONS
TO B
E PR
OVID
ED IN
ALL
PIT
S OV
ER 90
0mm
DEEP
.9.
CONC
RETE
STR
ENGT
H 25
MPa A
T 28
DAY
S.10
.AL
L PIT
COV
ERS
AND
GRAT
ES IN
ACC
ORDA
NCE
WIT
H AS
3996
.FI
BRE
GLAS
S LID
S:-T
O BE
CLA
SS 'B
' OR
ABOV
E-N
OT G
REAT
ER T
HAN
25KG
IN W
EIGH
T FO
R 60
0x90
0 PIT
.-IM
PRIN
TED
WIT
H "A
S 39
96" C
LASS
'B' A
ND W
EIGH
T IN
KILO
GRAM
S, IN
25mm
LETT
ERIN
G11
.NO
T AP
PLIC
ABLE
TO
MELB
OURN
E W
ATER
COR
PORA
TION
DRA
INAG
E AS
SETS
. FOR
MWC
WOR
KS R
EFER
TO
MWC
LAND
DEV
ELOP
MENT
MAN
UAL.
013
STA
ND
AR
D D
RA
WIN
GS
FO
RS
UB
DIV
ISIO
NS
IN G
RO
WTH
AR
EA
SS
IDE
EN
TRY
PIT
GR
ATE
DS
M2
KE
RB
AN
D C
HA
NN
EL
1 AP
R 2
011
Rev
isio
n
Figu
reD
ate
X:\D
raw
ings
& G
raph
ics\
Libr
ary\
Eng
inee
ring
Des
ign
and
Con
stru
ctio
n M
anua
l\31-
2493
1-FI
G01
3 R
EV
_1.d
wg
Cad
File
No:
12 A
pril
2011
- 3:
36 P
MP
lot D
ate:
Gar
y M
agno
Plo
tted
by:
Dat
eA
ppro
ved
Che
cked
Dra
wn
Rev
isio
nN
oN
ote:
* in
dica
tes
sign
atur
es o
n or
igin
al is
sue
of d
raw
ing
or la
st re
visi
on o
f dra
win
g