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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
0.50
3.00
3.00
0.50
7.00m
(MIN
).
ESOP
EN IN
VERT
CHAN
NEL
ACCE
SS LA
NENO
T TO
SCAL
E
PROPERTY BOUNDARY
PROPERTY BOUNDARY
0.20
ES
0.20
1 in 4
01 i
n 40
0.50
3.00
3.00
0.50
7.00m
(MIN
).
ESOP
EN IN
VERT
CHAN
NEL
ACCE
SS LA
NENO
T TO
SCAL
E
PROPERTY BOUNDARY
PROPERTY BOUNDARY
0.20
ES
0.20
1 in 4
01 i
n 40
SUBS
OIL D
RAIN
DEPT
H 30
0mm
BELO
W S
UBBA
SE
001
STAN
DARD
DRA
WIN
GS
FOR
SUBD
IVIS
IONS
IN G
ROW
TH A
REAS
ACCE
SS L
ANE
CRO
SS S
ECTI
ON
1 APR
2011
Revis
ion
Figu
reDa
te
X:\D
rawi
ngs
& G
raph
ics\L
ibra
ry\E
ngin
eerin
g De
sign
and
Cons
truct
ion
Man
ual\3
1-24
931-
FIG
001
REV_
1.dw
gCa
d Fi
le N
o:12
Apr
il 201
1 -
3:13
PM
Plot
Dat
e:G
ary
Mag
noPl
otte
d by
:
Date
Appr
oved
Chec
ked
Draw
nRe
visio
nNo
Note
: * in
dica
tes
signa
ture
s on
orig
inal
issu
e of
dra
wing
or l
ast r
evisi
on o
f dra
wing
PROPERTY BOUNDARY
SM2/B
2SM
2/B2
5.500
(MIN
)
2.750
(MIN
)2.7
50 (M
IN)
16.00
0 (M
IN)
VARI
ES4.2
00 (M
IN)
1.500
FOOT
PATH
0.050
1.500
FOOT
PATH
0.050
VARI
ES4.2
00 (M
IN)
1.500
FOOT
PATH
0.050
VARI
ES4.2
00 (M
IN)
1 HAR
DSTA
ND P
ER LO
T 2.30
0
SM2
ACCE
SS P
LACE
HAR
DSTA
NDNO
T TO
SCAL
E
PROPERTY BOUNDARY
NOTE
S:1.
DIME
NSIO
NS FR
OM IN
VERT
OF K
ERB
ASSU
ME B
2 KER
B2.
MINI
MUM
DIME
NSIO
NS A
SSUM
E SM
2 KER
B
ACCE
SS P
LACE
NOT T
O SC
ALE
PROPERTY BOUNDARY
FACE
FACE
FOOT
PATH
DET
AIL
AS P
ER FI
GURE
006 CO
NCRE
TE P
AVIN
GAS
PER
FIGU
RE 01
0
002
STAN
DARD
DRA
WIN
GS
FOR
SUBD
IVIS
IONS
IN G
ROW
TH A
REAS
ACCE
SS P
LACE
CRO
SS S
ECTI
ON
1 APR
2011
Revis
ion
Figu
reDa
te
X:\D
rawi
ngs
& G
raph
ics\L
ibra
ry\E
ngin
eerin
g De
sign
and
Cons
truct
ion
Man
ual\3
1-24
931-
FIG
002
REV_
1.dw
gCa
d Fi
le N
o:12
Apr
il 201
1 -
3:13
PM
Plot
Dat
e:G
ary
Mag
noPl
otte
d by
:
Date
Appr
oved
Chec
ked
Draw
nRe
visio
nNo
Note
: * in
dica
tes
signa
ture
s on
orig
inal
issu
e of
dra
wing
or l
ast r
evisi
on o
f dra
wing
FTTH
1.77
5
0.400
0.050
0.400
1.500
SEW
ER 1.
000
GAS
2.250
RECY
CLED
WAT
ER 2.
700
POTA
BLE
WAT
ER 3.
200
PROPERTY BOUNDARY
FOOT
PATH
WAT
ER/G
ASCO
RRID
OR
4.500
MAJO
R SW
D 45
0 DIA
MAX
. UND
ER W
SUD
NODA
L TRE
ATME
NT
0.850
TYP
NATU
REST
RIP
2.80
0
PIT
BOK
SEP
4.200
FACE OF KERB (B2 KERB)
1.000
0.600
ELEC
TRIC
ALCO
RRID
OR
PIT
FOOT
PATH
PROPERTY BOUNDARY
ELEC
TRIC
AL 2.
600
FTTH
1.77
5
0.400
0.050
0.400
1.500
NATU
REST
RIP
2.50
0
BOK
FTTH
0.450
0.600
FTTH
LIGHT POLES
TREES
6. FT
TH H
IGH
SIDE
(NON
NET
WOR
K SI
DE)
NON
NETW
ORK
SIDE
TYPI
CALL
Y CO
NSIS
TS O
F ISO
LATE
D PI
TS A
T REG
ULAR
INTE
RVAL
S W
ITH C
ONNE
CTIO
NS TO
THE
NETW
ORK
VIA
ROAD
CRO
SSIN
GS.
HOW
EVER
IN S
OME
INST
ANCE
S PI
TS M
AY B
E CO
NNEC
TED
WITH
CON
DUITS
SIMI
LAR
TO N
ETW
ORK
SIDE
.
7. FT
TH LO
W S
IDE
(NET
WOR
K SI
DE)
NETW
ORK
(DIS
TRIB
UTIO
N) S
IDE
CONS
ISTS
OF C
ONDU
IT RU
NS A
LONG
SIDE
ROAD
S W
ITH P
ITS A
T REG
ULAR
INTE
RVAL
S FO
R AC
CESS
TO TH
ENE
TWOR
K AN
D FO
R RO
AD C
ROSS
INGS
TO TH
E NE
W N
ETW
ORK
SIDE
IN M
OST I
NSTA
NCES
THE
NETW
ORK
SIDE
WILL
BE
ON TH
E SA
ME S
IDE
ASTH
E EL
ECTR
ICAL
DIS
TRIB
UTIO
N. H
OWEV
ER TH
ERE
ARE
EXCE
PTIO
NS IN
WHI
CH TH
E NE
TWOR
K W
ILL B
E RU
N ON
THE
NON-
ELEC
TRIC
AL S
IDE.
FTTH
NOT
ES:
1.AS
SUME
WAT
ER 10
0mm
COND
UIT A
ND G
AS 50
mm C
ONDU
IT
2.AS
SUME
STO
RMW
ATER
DRA
INAG
E PI
T 600
x900
3.LO
CATE
FTTH
UND
ER FO
OTPA
TH W
HERE
STO
RMW
ATER
DRA
INAG
E PI
TW
IDTH
GRE
ATER
THAN
600m
m
4.AS
SUME
1200
mm R
ISER
IN H
AUNC
HED
STOR
MWAT
ER D
RAIN
AGE
PIT
5.MA
XIMU
M 2x
HV P
OWER
CAB
LES
IN 10
0mm
ELEC
TRIC
AL C
ONDU
ITS A
ND2x
HV P
OWER
CAB
LES
IN 12
0mm
COND
UITS
SERV
ICES
NOT
ES:
ELEC
GAS
REUS
EW
ATER
0.450
FACE OF KERB (B2 KERB)
0.600
0.25
Min.
003
STAN
DARD
DRA
WIN
GS
FOR
SUBD
IVIS
IONS
IN G
ROW
TH A
REAS
1 APR
2011
Revis
ion
Figu
reDa
te
X:\D
rawi
ngs
& G
raph
ics\L
ibra
ry\E
ngin
eerin
g De
sign
and
Cons
truct
ion
Man
ual\3
1-24
931-
FIG
003
REV_
1.dw
gCa
d Fi
le N
o:12
Apr
il 201
1 -
3:14
PM
Plot
Dat
e:G
ary
Mag
noPl
otte
d by
:
Date
Appr
oved
Chec
ked
Draw
nRe
visio
nNo
Note
: * in
dica
tes
signa
ture
s on
orig
inal
issu
e of
dra
wing
or l
ast r
evisi
on o
f dra
wing
FTTH
1.77
5
0.400
0.050
0.400
1.500
SEW
ER 1.
200 GA
S 2.2
50
RECY
CLED
WAT
ER 2.
675
POTA
BLE
WAT
ER 3.
150
PROPERTY BOUNDARY
FOOT
PATH
WAT
ER/G
ASCO
RRID
OR
4.500
MAJO
R SW
D 90
0Ø A
ND LA
RGER
MIN
COVE
R 0.6
00 IN
NAT
URES
TRIP
MIN
COVE
R 0.9
00 U
NDER
PAV
EMEN
T
0.850
TYP
NATU
REST
RIP
2.80
0
PIT
BOK
4.200
FACE OF KERB (B2 KERB)
1.000
0.600
ELEC
TRIC
ALCO
RRID
OR
PIT
FOOT
PATH
PROPERTY BOUNDARY
ELEC
TRIC
AL 2.
600
FTTH
1.77
5
0.400
0.050
0.400
1.500
NATU
REST
RIP
2.50
0
BOK
FTTH
0.450
0.600
FTTH
LIGHT POLES
TREES
2. F
TTH
HIGH
SID
E (N
ON N
ETW
ORK
SIDE
)
NON
NETW
ORK
SIDE
TYPI
CALL
Y CO
NSIS
TS O
F ISO
LATE
D PI
TS A
T REG
ULAR
INTE
RVAL
S W
ITH C
ONNE
CTIO
NS TO
THE
NETW
ORK
VIA
ROAD
CRO
SSIN
GS.
HOW
EVER
IN S
OME
INST
ANCE
S PI
TS M
AY B
E CO
NNEC
TED
WITH
CON
DUITS
SIMI
LAR
TO N
ETW
ORK
SIDE
.
3. FT
TH LO
W S
IDE
(NET
WOR
K SI
DE)
NETW
ORK
(DIS
TRIB
UTIO
N) S
IDE
CONS
ISTS
OF C
ONDU
IT RU
NS A
LONG
SIDE
ROAD
S W
ITH P
ITS A
T REG
ULAR
INTE
RVAL
S FO
R AC
CESS
TO TH
ENE
TWOR
K AN
D FO
R RO
AD C
ROSS
INGS
TO TH
E NE
W N
ETW
ORK
SIDE
IN M
OST I
NSTA
NCES
THE
NETW
ORK
SIDE
WILL
BE
ON TH
E SA
ME S
IDE
ASTH
E EL
ECTR
ICAL
DIS
TRIB
UTIO
N. H
OWEV
ER TH
ERE
ARE
EXCE
PTIO
NS IN
WHI
CH TH
E NE
TWOR
K W
ILL B
E RU
N ON
THE
NON-
ELEC
TRIC
AL S
IDE.
FTTH
NOT
ES:ELEC
GAS
REUS
EW
ATER
0.450
FACE OF KERB (B2 KERB)
0.600
0.600
SWD
1.LA
NDSC
APIN
G RE
QUIR
ES S
PECI
AL C
ONSI
DERA
TION
WHE
NPO
SITIO
NING
ADJ
ACEN
T TO
MELB
OURN
E W
ATER
MAI
N DR
AINS
NOTE
S:
1.000
004
STAN
DARD
DRA
WIN
GS
FOR
SUBD
IVIS
IONS
IN G
ROW
TH A
REAS
1 APR
2011
Revis
ion
Figu
reDa
te
X:\D
rawi
ngs
& G
raph
ics\L
ibra
ry\E
ngin
eerin
g De
sign
and
Cons
truct
ion
Man
ual\3
1-24
931-
FIG
004
REV_
1.dw
gCa
d Fi
le N
o:12
Apr
il 201
1 -
3:14
PM
Plot
Dat
e:G
ary
Mag
noPl
otte
d by
:
Date
Appr
oved
Chec
ked
Draw
nRe
visio
nNo
Note
: * in
dica
tes
signa
ture
s on
orig
inal
issu
e of
dra
wing
or l
ast r
evisi
on o
f dra
wing
4.0m
(MIN
)4.0
m(M
IN)
R 4.0m
R 4.0m
25.0m
(MIN
)
7.6m
7.0m
R 3.0mR 3.0m
T TUR
NING
NOT T
O SC
ALE
SIDE
TURN
ING
BAY
NOT T
O SC
ALE
IOK
IOK
IOK
IOKNO
TE:
1.DE
SIGN
VEH
ICLE
8.8m
SER
VICE
VEH
ICLE
INAC
CORD
ANCE
WITH
AUS
TROA
DS S
PECI
FICAT
IONS
CUL-D
E-SA
CRE
SIDE
NTIA
L SUB
DIVI
SION
NOT T
O SC
ALE
IOK
IOK
1.5m
R 0.5
mR
0.5m
5.5m
(MIN
)5.5
m(M
IN)
5.5m
(MIN
)
R10.5m
R10.5m
R10.5
m DE
S.
7.6m
005
STAN
DARD
DRA
WIN
GS
FOR
SUBD
IVIS
IONS
IN G
ROW
TH A
REAS
TURN
ING
ARE
A DE
TAIL
S1 AP
R 20
11Re
visio
n
Figu
reDa
te
X:\D
rawi
ngs
& G
raph
ics\L
ibra
ry\E
ngin
eerin
g De
sign
and
Cons
truct
ion
Man
ual\3
1-24
931-
FIG
005
REV_
1.dw
gCa
d Fi
le N
o:12
Apr
il 201
1 -
3:14
PM
Plot
Dat
e:G
ary
Mag
noPl
otte
d by
:
Date
Appr
oved
Chec
ked
Draw
nRe
visio
nNo
Note
: * in
dica
tes
signa
ture
s on
orig
inal
issu
e of
dra
wing
or l
ast r
evisi
on o
f dra
wing
1500
MIN
.75
50
NATU
RE S
TRIP
1 IN
50 C
ROSS
FALL
BUILDINGLINE
50mm
THI
CK, 2
0mm
NOMI
NAL
SIZE
CLA
SS 3
CRUS
HED
ROCK
COMP
ACTE
D TO
90%
MOD
IFIE
D
125 m
m TH
ICK
25 M
Pa C
ONCR
ETE
PATH
WIT
H SL
72 M
ESH
CENT
RALL
Y LO
CATE
D.ME
SH T
O HA
VE 50
mm C
OVER
TO
ALL E
DGES
TYPI
CAL R
ESID
ENTI
AL F
OOTP
ATH
CROS
S SE
CTIO
N
SL72
MES
H CE
NTRA
LLY
LOCA
TED
W.P
.J.10
-15
DEEP
12 E.J.
450
5
125 50
50mm
THI
CK C
LASS
3F.
C.R.
COM
PACT
ED T
O90
% M
ODIF
IED
RESI
N BO
NDED
COR
K ST
RIP
OR A
PPRO
VED
EXPA
NSIO
NMA
TERI
AL A
ND S
EALA
NT
CONS
TRUC
TION
JOIN
T(C
.J.)
(NOT
E 1.)
WEA
KENE
D PL
ANE
JOIN
T(W
.P.J.
)(N
OTE
2.)
EXPA
NSIO
N JO
INT
(E.J.
)(N
OTE
1.)
FOOT
PATH
JOIN
T DE
TAILS
N12 M
.S. T
IE B
ARS,
450 L
ONG
@ 30
0 MAX
. CEN
TRES
NOTE
S:1.
FOUR
TIE
BAR
S TO
BE
INST
ALLE
D AT
300 M
AXIM
UM C
ENTR
ES C
OMME
NCIN
G15
0 FRO
M ED
GE A
T EA
CH E
.J. O
R C.
J. EX
PANS
ION
JOIN
TS A
T MA
XIMU
M 18
mCE
NTRE
S.2.
WEA
KENE
D PL
ANE
JOIN
TS S
HALL
BE
LOCA
TED
AT 15
00 C
ENTR
ESAN
D MA
Y BE
MAD
E W
ITH
A 'T'
IRON
(OR
CONC
RETE
SAW
WIT
HIN
24-3
6Hrs
OF P
OUR)
.3.
THE
FINI
SHED
SUR
FACE
SHA
LL H
AVE
A LIG
HT B
ROOM
FIN
ISH
WIT
H AL
LJO
INTS
AND
EDG
ES H
IGHL
IGHT
ED.
4.CO
NCRE
TE U
SED
FOR
RESI
DENT
IAL F
OOTP
ATH
SHAL
L BE
25MP
a AT
28 D
AYS.
(32M
Pa F
OR C
OLOU
RED
CONC
RETE
).5.
CONC
RETE
USE
D FO
R IN
DUST
RIAL
FOO
TPAT
H SH
ALL B
E32
MPa A
T 28
DAY
S. (3
2MPa
FOR
COL
OURE
D CO
NCRE
TE).
6.FO
RMW
ORK
TIMB
ER T
O BE
MIN
. 90m
m DE
EP.
7.AL
L DIM
ENSI
ONS
IN m
m.8.
SHAR
ED P
ATHS
TO
BE 2.
5m IN
WID
TH.
9.W
HERE
APP
ROVE
D RE
CYCL
ED M
ATER
IALS
CAN
BE
USED
C.J.
N12 M
.S. T
IE B
ARS,
450 L
ONG
@ 30
0 MAX
. CEN
TRES
1500
MIN
.75
50
NATU
RE S
TRIP
1 IN
50 C
ROSS
FALL
TYPI
CAL I
NDUS
TRIA
L / C
OMME
RCIA
L FOO
TPAT
H CR
OSS
SECT
ION
50mm
THI
CK, 2
0mm
NOMI
NAL
SIZE
CLA
SS 3
CRUS
HED
ROCK
COMP
ACTE
D TO
90%
MOD
IFIE
D
150 m
m TH
ICK
32 M
Pa C
ONCR
ETE
PATH
WIT
H SL
72 M
ESH
CENT
RALL
Y LO
CATE
D.ME
SH T
O HA
VE 50
mm C
OVER
TO
ALL E
DGES
R6R6
R6R6
BUILDINGLINE
006
STAN
DAR
D D
RAW
ING
S FO
RSU
BDIV
ISIO
NS
IN G
RO
WTH
AR
EAS
CO
NC
RET
E FO
OTP
ATH
CR
OSS
SEC
TIO
NS
AND
JO
INTS
1 APR
201
1R
evis
ion
Figu
reD
ate
X:\D
raw
ings
& G
raph
ics\
Libr
ary\
Engi
neer
ing
Des
ign
and
Con
stru
ctio
n M
anua
l\31-
2493
1-FI
G00
6 R
EV_1
.dw
gC
ad F
ile N
o:12
Apr
il 20
11 -
3:14
PM
Plot
Dat
e:G
ary
Mag
noPl
otte
d by
:
Dat
eAp
prov
edC
heck
edD
raw
nR
evis
ion
No
Not
e: *
indi
cate
s si
gnat
ures
on
orig
inal
issu
e of
dra
win
g or
last
revi
sion
of d
raw
ing
PIT/A
CCES
S HO
LE A
T EDG
E (P
LAN)
SCAL
E NT
S
PIT/A
CCES
S HO
LE N
OT A
T EDG
E (P
LAN)
SCAL
E NT
S
W.P
.JW
.P.J
W.P
.J
W.P
.J
W.P
.JW
.P.J
W.P
.J
E.J
E.J
E.J
E.J
E.J
E.J
NOTE
S:1.
FOUR
TIE
BARS
TO B
E IN
STAL
LED
AT 30
0 MAX
IMUM
CEN
TRES
COM
MENC
ING
150 F
ROM
EDGE
AT E
ACH
E.J.
OR C
.J. E
XPAN
SION
JOIN
TS A
T MAX
IMUM
18m
CENT
RES.
2.W
EAKE
NED
PLAN
E JO
INTS
SHA
LL B
E LO
CATE
D AT
1500
CEN
TRES
AND
MAY
BE M
ADE
WITH
A 'T
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R IN
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RETE
SHA
LL B
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SS N
25 S
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FER
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TAND
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ATIO
N 70
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S OF
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RETE
TO
BE U
SED
IN E
XTRU
SION
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FER
TO A
USTR
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O RO
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N PA
RT 3:
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METR
ICDE
SIGN
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NDED
USE
OF
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S AN
D CH
ANNE
LS.
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UNTA
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KERB
S M4
, M5 A
ND M
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AGE
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R ME
DIAN
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1-FI
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No:
12 A
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2011
- 3:
14 P
MP
lot D
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Gar
y M
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Plo
tted
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Dat
eA
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NOTE
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THE
INVE
RT O
F KE
RB S
HALL
BE
ACCE
PTED
2.FO
R CO
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ON O
F NE
W P
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TRIA
N SU
RFAC
E MA
TERI
ALS.
4.SP
LAYS
TO
BE 60
0mm
WIT
H KE
RB T
RANS
ITIO
N.
5.CO
NCRE
TE T
O BE
LIGH
T BR
OOM
FINI
SH, U
NLES
S OT
HERW
ISE
SPEC
IFIE
D,W
ITH
EDGE
S AN
D JO
INTS
NEA
TLY
TOOL
ED A
FTER
THE
BRO
OM IS
APP
LIED.
6.TA
CTILE
GRO
UND
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INDI
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RS (T
GSI's
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STAL
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SI's
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ITH
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28.4.
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O BE
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GLES
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IGNE
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M CR
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ND W
ITH
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RECT
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VEL.
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NOT
TO S
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MAJO
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TITLE BOUNDARY
VARIES
VARI
ES
W.P.J.
W.P
.J.
W.P
.J.
REFE
R FI
GURE
006 F
OR JO
INTI
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ETAI
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= W
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INT
1520
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300
T.P.
T.P.
AA
B
B
600
600 SEE NOTE 4
TITL
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UNDA
RY
MID-
BLOC
K CR
OSSI
NGNO
T TO
SCA
LE
50mm
COM
PACT
ED D
EPTH
OF C
LASS
3, 20
mm N
OM.
SIZE
FIN
E CR
USHE
D RO
CK
200
N12
mm
DE
FOR
ME
D B
AR
S 4
50m
mLO
NG
@ 3
00m
m C
EN
TRE
S,
CE
NTR
ALL
Y P
LAC
ED
N12
DE
FOR
ME
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AR
S 4
50m
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NG
@ 3
00m
m C
EN
TRE
SP
AR
RA
LLE
LTO
KE
RB
(R
ETR
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ON
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UC
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N O
NLY
).
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ON
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TO
KE
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SEE
NOTE
360
0
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DIEN
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IN 14
N12
DE
FOR
ME
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AR
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NG
@ 3
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EN
TRE
SP
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PE
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LAR
TO
KE
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.
N12
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KE
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TRO
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NS
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reD
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X:\D
raw
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ics\
Libr
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Eng
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Des
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and
Con
stru
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l\31-
2493
1-FI
G00
9 R
EV
_1.d
wg
Cad
File
No:
12 A
pril
2011
- 3:
15 P
MP
lot D
ate:
Gar
y M
agno
Plo
tted
by:
Dat
eA
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Rev
isio
nN
oN
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* in
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atur
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n or
igin
al is
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raw
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or la
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visi
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f dra
win
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SECT
ION
A - A
NOTE
S :
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BUL
LNOS
E IN
THE
INVE
RT O
F KE
RB.
2.CO
NCRE
TE T
O BE
LIGH
T BR
OOM
FINI
SH W
ITH
EDGE
S AN
D JO
INTS
NEAT
LY T
OOLE
D AF
TER
THE
BROO
M IS
APP
LIED.
3.AL
L FIN
ISHE
D SU
RFAC
ES T
O CO
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WIT
H AS
4586
- SL
IP R
ESIS
TANT
CLAS
SIFI
CATI
ON O
F NE
W P
EDES
TRIA
N SU
RFAC
E MA
TERI
ALS.
4.NO
PAT
TERN
-PAV
E FI
NISH
OR
COLO
URED
CON
CRET
E.
5.EX
PANS
ION
JOIN
T SH
ALL H
AVE
3 No.
N12 Ø
DEF
ORME
D BA
RS,
450m
mLO
NG @
300
mm C
ENTR
ES A
ND A
T CE
NTRA
L DEP
TH.
6.CO
NCRE
TE U
SED
FOR
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DENT
IAL V
EHIC
LE C
ROSS
ING
SHAL
L BE
25MP
a AT
28 D
AYS.
7.CO
NCRE
TE U
SED
FOR
INDU
STRI
AL V
EHIC
LE C
ROSS
ING
SHAL
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32MP
a AT
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AYS.
CON
CRET
E TH
ICKN
ESS
TO B
E DE
SIGN
ED F
ORTR
AFFI
C LO
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G
8.RE
INFO
RCIN
G TO
BE
PLAC
ED 50
mm F
ROM
TOP
OF S
LAB
AND
MUST
ACHI
EVE
MIN
50mm
COV
ER T
O AL
L EDG
ESPL
AN
FOOT
PATH
SEC
TION
VARI
ES
600
125
4700
MIN
TRAN
SITI
ON O
FTH
E KE
RBTR
ANSI
TION
OF
THE
KERB
BACK
OF
KERB
BACK
OF
KERB
VARIES(6.0 TYP)
HALFWAYHALFWAY
W.P.J.
E.J.
W.P
.J.
W.P.J.W
.P.J.
W.P
.J.
W.P.J.
W.P.J.
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1500
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CAL
750
MIN
TITL
E BO
UNDA
RY
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TITLE BOUNDARY
FOOT
PATH
FOOT
PATH
A A
3500
MIN
TITLE BOUNDARY1 I
N 50
REFE
R FI
GURE
006 F
OR JO
INTI
NG D
ETAI
LSW
.P.J
= W
EAKE
NED
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INT
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FOOTPATH
N12 D
EFOR
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450m
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mm C
ENTR
ES,
CENT
RALL
Y PL
ACED
SL72
MES
H PL
ACED
ON
BAR
CHAI
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mm T
OP C
OVER
2 No.
N12
DEFO
RMED
BAR
S TO
BE
USED
FOR
RETR
OFIT
CON
STRU
CTIO
N ON
LY (S
EE N
OTE
5)
600
600
N12
DE
FOR
ME
D B
AR
S, 4
50m
mLO
NG
@ 3
00m
m C
EN
TRE
S,
CE
NTR
ALL
Y P
LAC
ED
200
50mm
COM
PACT
ED D
EPTH
OF C
LASS
3, 20
mm N
OM.
SIZE
FIN
E CR
USHE
D RO
CK
SL72
MES
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IRS
50mm
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ER
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N 50
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E 1:
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OSSO
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7 MET
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AT K
ERB
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STAL
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ITHI
N PI
T - M
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T AN
D LID
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1 MET
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1 MET
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2 MET
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9 MET
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2 MET
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3 MET
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1 MET
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raw
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ics\
Libr
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Des
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and
Con
stru
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n M
anua
l\31-
2493
1-FI
G01
0 R
EV
_1.d
wg
Cad
File
No:
13 A
pril
2011
- 11
:26
AM
Plo
t Dat
e:G
ary
Mag
noP
lotte
d 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
SECT
ION
A - A
PLAN
BACK
OF
KERB
FOOT
PATH
FOOT
PATH
TITLE BOUNDARY
TRAN
SITI
ON O
FTH
E KE
RB
A
VARIES
W.P.J.
E.J.
W.P
.J.
W.P.J.
W.P.J.
E.J.
W.P
.J.
W.P.J.
BACK
OF
KERB
3500
1500
50mm
1500
TYP
A
FOOT
PATH
SEC
TION
VARI
ES
600
125
TITLE BOUNDARY
1 in 5
0
W.P
.J.W
.P.J.
W.P
.J.
W.P
.J.W
.P.J.
W.P
.J.
W.P.J.
W.P.J.
W.P.J.
W.P.J.
W.P.J.W.P.J.W.P.J.
NOTE
S :
1.NO
BUL
LNOS
E IN
THE
INVE
RT O
F KE
RB.
2.CO
NCRE
TE T
O BE
LIGH
T BR
OOM
FINI
SH W
ITH
EDGE
S AN
DJO
INTS
NEA
TLY
TOOL
ED A
FTER
THE
BRO
OM IS
APP
LIED.
3.AL
L FIN
ISHE
D SU
RFAC
ES T
O CO
MPLY
WIT
H AS
4586
- SL
IPRE
SIST
ANT
CLAS
SIFI
CATI
ON O
F NE
W P
EDES
TRIA
N SU
RFAC
EMA
TERI
ALS.
4.NO
PAT
TERN
-PAV
E FI
NISH
OR
COLO
URED
CON
CRET
E.
5.EX
PANS
ION
JOIN
T SH
ALL H
AVE
3 No.
N12 Ø
DEF
ORME
D BA
RS,
450m
m LO
NG @
300
mm C
ENTR
ES A
ND A
T CE
NTRA
L DEP
TH.
6.CO
NCRE
TE S
TREN
GTH
OF 25
MPa A
T 28
DAY
S.
7.RE
INFO
RCIN
G TO
BE
PLAC
ED 50
mm F
ROM
TOP
OF S
LAB
AND
MUST
ACH
IEVE
MIN
50mm
COV
ER T
O AL
L EDG
ES
600
8200
600
3500
FOOTPATH
FOOTPATH
N12 D
EFOR
MED
BARS
450m
m LO
NG @
300m
m CE
NTRE
S, C
ENTR
ALLY
PLA
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N12 D
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TABL
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MINI
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AME
AND
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SEENOTE 4
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BOTT
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PIT
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ONS
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E PR
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2493
1-FI
G01
2 R
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No:
12 A
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2011
- 3:
35 P
MP
lot D
ate:
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y M
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Plo
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Dat
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Con
stru
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l\31-
2493
1-FI
G01
3 R
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_1.d
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Cad
File
No:
12 A
pril
2011
- 3:
36 P
MP
lot D
ate:
Gar
y M
agno
Plo
tted
by:
Dat
eA
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Rev
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NOTE
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PIPE
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TABL
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ROA
D RE
SERV
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NIMU
M IN
TERN
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TABL
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MENT
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- MI
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TERN
AL S
IZE
ACCO
RDIN
GTO
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DEP
TH (S
EE N
OTE
1)
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NOT
TO S
CALE
BB
STEP
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E NO
TE 4
ATTA
CH F
RAME
WIT
H 10
Ø 75
MMLO
NG D
YNAB
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GHT
LOCK
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DAN
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AME
OR A
PPRO
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VALE
NT
DEPTH
SEE
NOTE
3
SEENOTE 3
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SIZE
SEE
TAB
LE 1
SEENOTE 3
AGRI
CULT
URAL
DRA
IN IN
LET
BOTT
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800 x
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raw
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and
Con
stru
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n M
anua
l\31-
2493
1-FI
G01
4 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
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Rev
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No:
12 A
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16 P
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lot D
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TITLE BOUNDARY
TITLE BOUNDARY
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WAL
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12 A
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- 3:
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lot D
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1-FI
G01
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No:
12 A
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2011
- 3:
16 P
MP
lot D
ate:
Gar
y M
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tted
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Dat
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stru
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l\31-
2493
1-FI
G02
0 R
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_1.d
wg
Cad
File
No:
12 A
pril
2011
- 3:
16 P
MP
lot D
ate:
Gar
y M
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Plo
tted
by:
Dat
eA
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