Page 1
Date
Sca
le
Title
Pro
ject
Dra
win
g n
um
ber
Dra
wn
Checked
Revis
ion
Desig
ned
Appro
ved
This
dra
win
g a
nd
de
sig
n re
ma
ins th
e p
rop
erty
of H
enry
& H
ym
as a
nd m
ay n
ot b
ecopie
d in
who
le o
r in p
art w
ithout th
e p
rior w
ritten
ap
pro
val o
f Henry
& H
ym
as.
Arc
hite
ct
Clie
nt
RE
VIS
ION
AM
EN
DM
EN
TD
AT
ER
EV
ISIO
NA
ME
ND
ME
NT
DA
TE
DE
SIG
NE
DD
RA
WN
DE
SIG
NE
DD
RA
WN
Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@
hhconsult.c
om.au
www.henryandhymas.com.au
Glo
ba
l-Ma
rk.c
om
.au
®
01
15
A0
6_
DA
_C
000
CU
DG
EG
ON
G T
OW
N C
EN
TR
E
CU
DG
EG
ON
G R
OA
D, R
OU
SE
HIL
L N
SW
CO
VE
R S
HE
ET
, DR
AW
ING
SC
HE
DU
LE
,
NO
TE
S &
LO
CA
LIT
Y S
KE
TC
H
M.S
timova
M.S
timova
T.D
em
psey
A.F
rancis
JU
NE
2017
NT
S@
A1
RE
ST
IFA
& P
AR
TN
ER
S P
TY
LT
D
TU
RN
ER
SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: R
L 64.038 AHD
ORIGIN OF LE
VELS
:PM 29280
01ISSUED FOR DA
MS
MS
23.06.2017
CUDGEGONG TOWN CENTRE
CUDGEGONG ROAD, R
OUSE HILL N
SW
CIVIL E
NGINEERING W
ORKS
LOCALIT
Y SKETCH
N.T.S.
GENERAL N
OTES:
1.ALL W
ORK TO BE CARRIED OUT IN
ACCORDANCE W
ITH BLA
CKTOWN CITY C
OUNCIL S
PECIFICATION. C
ONTRACTOR TO
OBTAIN AND RETAIN A COPY ON SITE DURING THE COURSE OF THE W
ORKS.
2.ALL N
EW W
ORKS ARE TO M
AKE A SMOOTH JU
NCTION W
ITH EXISTING C
ONDITIONS, A
ND MARRY IN
A 'W
ORKMANLIK
E'
MANNER.
3.THE CONTRACTOR IS
TO VERIFY THE LO
CATION OF ALL S
ERVICES W
ITH EACH RELE
VANT AUTHORITY. A
NY DAMAGE TO
SERVICES SHALL B
E RECTIFIED BY THE CONTRACTOR OR THE RELE
VANT AUTHORITY AT THE CONTRACTOR'S EXPENSE.
SERVICES SHOWN ON THESE PLA
NS ARE ONLY
THOSE EVIDENT AT THE TIME OF SURVEY OR AS DETERMINED FROM
SERVICE DIAGRAMS. H
ENRY AND HYMAS CONSULT
ING PTY. LT
D. C
ANNOT GUARANTEE THE IN
FORMATION SHOWN NOR
ACCEPT ANY RESPONSIBILIT
Y FOR IN
ACCURACIES OR IN
COMPLE
TE DATA.
4.SERVICES & ACCESSES TO THE EXISTING PROPERTIES ARE TO BE M
AINTAINED IN
WORKING ORDER AT ALL T
IMES DURING
CONSTRUCTION.
5.ADJU
ST EXISTING SERVICE COVERS TO SUIT NEW FINISHED LE
VELS
TO RELE
VANT AUTHORITY REQUIREMENTS W
HERE
NECESSARY.
6.REINSTATE AND STABILIS
E ALL D
ISTURBED LA
NDSCAPED AREAS.
7.MINIM
UM GRADE OF SUBSOIL S
HALL B
E 0.5%
(1:200) FALL T
O OUTLE
TS.
8.ALL T
EMPORARY SEDIM
ENT AND EROSION CONTROL D
EVICES ARE TO BE CONSTRUCTED, P
LACED AND MAINTAINED IN
ACCORDANCE W
ITH THE TECHNICAL S
PECIFICATIONS, E
ROSION AND SEDIMENTATION CONTROL P
LAN AND BLA
CKTOWN
CITY COUNCIL R
EQUIREMENTS W
HERE APPLIC
ABLE
.
9.CONTRACTOR TO CHECK AND CONFIRM SITE DRAINAGE CONNECTIONS ACROSS THE VERGE PRIOR TO COMMENCEMENT
OF SITE DRAINAGE W
ORKS.
10.PROPERTIES AFFECTED BY THE W
ORKS ARE TO BE NOTIFIED IN
ADVANCE W
HERE DISRUPTION TO EXISTING ACCESS IS
LIKELY
.
SURVEY NOTES
THE EXISTING SITE CONDITIONS SHOWN ON THE FOLLO
WING DRAWINGS HAVE BEEN IN
VESTIGATED BY SURVEYOR
SPECIFIED IN
THE TITLE
BLO
CK.
THE IN
FORMATION IS
SHOWN TO PROVIDE A BASIS FOR DESIGN. H
ENRY AND HYMAS PTY. LT
D. D
OES NOT GUARANTEE THE
ACCURACY OR COMPLE
TENESS OF THE SURVEY BASE OR IT
S S
UITABILIT
Y AS A BASIS FOR CONSTRUCTION DRAWINGS
SHOULD
DISCREPANCIES BE ENCOUNTERED DURING CONSTRUCTION BETWEEN THE SURVEY DATA AND ACTUAL F
IELD
DATA, C
ONTACT HENRY AND HYMAS PTY. LT
D. T
HE FOLLO
WING NOTES HAVE BEEN TAKEN DIRECTLY
FROM ORIGINAL
SURVEY DOCUMENTS.
ORIGIN OF LE
VELS
PM 29280 R
L 64.038
DATUM
A.H.D.
CONTOUR IN
TERVAL
0.5m
SITEWORKS NOTES
•DATUM A.H.D.
•ORIGIN OF LE
VELS
. REFER TO BENCH OR STATE SURVEY MARKS W
HERE SHOWN ON PLA
N.
•CONTRACTOR M
UST VERIFY ALL D
IMENSIONS AND EXISTING LE
VELS
ON SITE PRIOR TO COMMENCEMENT OF W
ORK.
•ALL W
ORKS TO BE UNDERTAKEN IN
ACCORDANCE W
ITH THE DETAILS
SHOWN ON THE DRAWINGS & THE DIRECTIONS OF
THE SUPERINTENDENT.
•EXISTING SERVICES UNLE
SS SHOWN ON SURVEY PLA
N HAVE BEEN PLO
TTED FROM SERVICES SEARCH PLA
NS AND AS
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. IT
IS THE RESPONSIBILIT
Y OF THE CONTRACTOR TO ESTABLIS
H THE
LOCATION AND LE
VEL O
F ALL E
XISTING SERVICES PRIOR TO THE COMMENCEMENT OF ANY W
ORK. A
NY DISCREPANCIES
SHALL B
E REPORTED TO THE SUPERINTENDENT. C
LEARANCES SHALL B
E OBTAINED FROM THE RELE
VANT SERVICE
AUTHORITY.
•WHERE NEW W
ORKS ABUT EXISTING THE CONTRACTOR SHALL E
NSURE THAT A SMOOTH EVEN PROFILE
, FREE FROM
ABRUPT C
HANGES IS
ACHIEVED.
•THE CONTRACTOR SHALL A
RRANGE ALL S
URVEY SETOUT TO BE CARRIED OUT BY A REGISTERED SURVEYOR.
•CARE IS
TO BE TAKEN W
HEN EXCAVATING NEAR EXISTING SERVICES. N
O MECHANICAL E
XCAVATION IS
TO BE
UNDERTAKEN OVER TELS
TRA OR ELE
CTRICAL S
ERVICES. H
AND EXCAVATE IN
THESE AREAS.
•CONTRACTOR TO OBTAIN AUTHORITY APPROVALS
WHERE APPLIC
ABLE
.
•MAKE SMOOTH TRANSITION TO EXISTING SURFACES AND MAKE GOOD.
•THESE PLA
NS SHALL B
E READ IN
CONJU
NCTION W
ITH A
PPROVED LA
NDSCAPE, A
RCHITECTURAL, S
TRUCTURAL,
HYDRAULIC
AND M
ECHANICAL D
RAWINGS AND SPECIFICATIONS OR W
RITTEN IN
STRUCTIONS THAT MAY BE IS
SUED
RELA
TING TO DEVELO
PMENT AT THE SITE.
•TRENCHES THROUGH EXISTING ROAD AND CONCRETE PAVEMENTS SHALL B
E SAWCUT TO FULL D
EPTH OF CONCRETE AND
A M
INIM
UM O
F 50m
m IN
BITUMINOUS PAVING.
•ALL B
RANCH GAS AND W
ATER SERVICES UNDER DRIVEWAYS AND B
RICK PAVING SHALL B
E LO
CATED IN
80 uP
VC SEWER
GRADE CONDUITS EXTENDING A M
INIM
UM OF 500m
m BEYOND EDGE OF P
AVING.
•GRADES TO PAVEMENTS TO BE AS IM
PLIE
D BY RL'S
ON P
LAN . G
RADE EVENLY
BETWEEN NOMINATED RL'S
. AREAS
EXHIBITING PONDING GREATER THAN 5m
m DEPTH W
ILL NOT BE ACCEPTED/ U
NLE
SS IN
A DESIGNATED SAG POINT.
•ALL C
OVERS AND GRATES ETC TO EXISTING SERVICE UTILIT
IES ARE TO BE ADJU
STED TO SUIT NEW FINISHED SURFACE
LEVELS
WHERE APPLIC
ABLE
EXISTING SERVICES & FEATURES
•THE CONTRACTOR SHALL A
LLOW FOR THE CAPPING OFF, E
XCAVATION AND REMOVAL (IF
REQUIRED) O
F ALL E
XISTING
SERVICES IN
AREAS AFFECTED BY W
ORKS W
ITHIN THE CONTRACT AREA OR AS SHOWN ON THE DRAWINGS UNLE
SS
DIRECTED OTHERWISE BY THE SUPERINTENDENT.
•THE CONTRACTOR SHALL E
NSURE THAT AT ALL T
IMES SERVICES TO ALL B
UILD
INGS NOT AFFECTED BY THE W
ORKS
ARE NOT DISRUPTED.
•PRIOR TO COMMENCEMENT OF ANY W
ORKS THE CONTRACTOR SHALL G
AIN APPROVAL O
F HIS PROGRAM FOR THE
RELO
CATION/ C
ONSTRUCTION OF TEMPORARY SERVICES.
•CONTRACTOR SHALL C
ONSTRUCT TEMPORARY SERVICES TO M
AINTAIN SUPPLY
TO EXISTING BUILD
ING REMAINING IN
OPERATION DURING W
ORKS TO THE SATISFACTION AND APPROVAL O
F THE SUPERINTENDENT. O
NCE DIVERSION IS
COMPLE
TE AND COMMISSIONED, T
HE CONTRACTOR SHALL R
EMOVE ALL S
UCH TEMPORARY SERVICES AND MAKE
GOOD TO THE SATISFACTION OF THE SUPERINTENDENT.
•INTERRUPTION TO SUPPLY
OF EXISTING SERVICES SHALL B
E DONE SO AS NOT TO CAUSE ANY IN
CONVENIENCE TO THE
PRINCIPAL. C
ONTRACTOR TO GAIN APPROVAL F
ROM THE SUPERINTENDENT FOR TIME OF IN
TERRUPTION.
•EXISTING SERVICES, B
UILD
INGS, E
XTERNAL S
TRUCTURES AND TREES SHOWN ON THESE DRAWINGS ARE EXISTING
FEATURES PRIOR TO ANY DEMOLIT
ION W
ORKS.
•EXISTING SERVICES UNLE
SS SHOWN ON SURVEY PLA
N HAVE BEEN PLO
TTED FROM SERVICES SEARCH PLA
NS AND AS
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. IT
IS THE RESPONSIBILIT
Y OF THE CONTRACTOR TO COMPLE
TE A
'DIAL B
EFORE YOU DIG' S
EARCH AND TO ESTABLIS
H THE LO
CATION AND LE
VEL O
F ALL E
XISTING SERVICES PRIOR TO
THE COMMENCEMENT OF ANY W
ORK. A
NY DISCREPANCIES SHALL B
E REPORTED TO THE SUPERINTENDENT.
CLE
ARANCES SHALL B
E OBTAINED FROM THE RELE
VANT SERVICE AUTHORITY.
•ALL B
RANCH GAS AND W
ATER SERVICES UNDER DRIVEWAYS AND B
RICK PAVING SHALL B
E LO
CATED IN
80 uP
VC
SEWER GRADE CONDUITS EXTENDING A M
INIM
UM OF 500m
m BEYOND EDGE OF P
AVING.
DRAWING SCHEDULE
15A06_D
A_C
000COVER SHEET, D
RAWING SCHEDULE
, NOTES & LO
CALIT
Y SKETCH
15A06_D
A_C
100ROAD W
ORKS OVERALL S
ITE PLA
N
15A06_D
A_C
101ROAD W
ORKS DETAIL C
IVIL P
LAN, S
HEET 1 O
F 2
15A06_D
A_C
102ROAD W
ORKS DETAIL C
IVIL P
LAN, S
HEET 2 O
F 2
15A06_D
A_C
110ROAD TYPICAL S
ECTIONS, S
HEET 1 O
F 1
15A06_D
A_C
111TYPICAL S
ECTIONS
15A06_D
A_C
120MAIN ROAD LO
NGITUDINAL S
ECTION
15A06_D
A_C
121ROAD 2 LO
NGITUDINAL S
ECTION
15A06_D
A_C
122ROAD 3 LO
NGITUDINAL S
ECTION
15A06_D
A_C
151DEVELO
PED SITE STAGE - N
ORTH-W
EST LO
T, B
ASEMENT LV
L 2 DETAIL P
LAN, S
HEET 1 O
F 2
15A06_D
A_C
152DEVELO
PED SITE STAGE - N
ORTH-EAST LO
T, B
ASEMENT LV
L 2 DETAIL P
LAN, S
HEET 2 O
F 2
15A06_D
A_C
153DEVELO
PED SITE STAGE - N
ORTH-W
EST LO
T, B
ASEMENT LV
L 1 DETAIL P
LAN, S
HEET 1 O
F 2
15A06_D
A_C
154DEVELO
PED SITE STAGE - N
ORTH-EAST LO
T, B
ASEMENT LV
L 1 DETAIL P
LAN, S
HEET 2 O
F 2
15A06_D
A_C
155DEVELO
PED SITE STAGE - G
ROUND LV
L DETAIL P
LAN, S
HEET 1 O
F 2
15A06_D
A_C
156DEVELO
PED SITE STAGE - G
ROUND LV
L DETAIL P
LAN, S
HEET 2 O
F 2
15A06_D
A_C
200STORMWATER M
ISCELLA
NEOUS DETAILS
& PIT LID
SCHEDULE
15A06_D
A_C
201BASIN SECTIONS AND DETAILS
, SHEET 1 O
F 2
15A06_D
A_C
202BASIN SECTIONS AND DETAILS
, SHEET 2 O
F 2
15A06_D
A_C
210DEVELO
PED SITE STAGE - O
SD TANK SECTIONS NORTH W
EST SIDE
15A06_D
A_C
211DEVELO
PED SITE STAGE - O
SD TANK SECTIONS NORTH EAST SIDE
15A06_D
A_C
220STORMWATER LO
NGITUDINAL S
ECTIONS, S
HEET 1 O
F 3
15A06_D
A_C
221STORMWATER LO
NGITUDINAL S
ECTIONS, S
HEET 2 O
F 3
15A06_D
A_C
222STORMWATER LO
NGITUDINAL S
ECTIONS, S
HEET 3 O
F 3
15A06_D
A_C
251CATCHMENT PLA
N - P
RE-DEVELO
PMENT
15A06_D
A_C
252ROAD DA STAGE LU
MPED CATCHMENT AREAS, S
HEET 1 O
F 2
15A06_D
A_C
253ROAD DA STAGE LU
MPED CATCHMENT AREAS, S
HEET 2 O
F 2
15A06_D
A_C
255ROAD CATCHMENT PLA
N , S
HEET 1 O
F 2
15A06_D
A_C
256ROAD CATCHMENT PLA
N , S
HEET 2 O
F 2
15A06_D
A_C
257DEVELO
PED SITE STAGE LU
MPED CATCHMENT AREAS, S
HEET 1 O
F 2
15A06_D
A_C
258DEVELO
PED SITE STAGE LU
MPED CATCHMENT AREAS, S
HEET 2 O
F 2
15A06_D
A_C
261STORMWATER CATCHMENT PLA
N FOR MUSIC, S
HEET 1 O
F 2
15A06_D
A_C
262STORMWATER CATCHMENT PLA
N FOR MUSIC, S
HEET 2 O
F 2
15A06_D
A_S
E01
SEDIM
ENT & EROSION CONTROL P
LAN
15A06_D
A_S
E02
SEDIM
ENT & EROSION CONTROL T
YPICAL S
ECTIONS & DETAILS
SITE
Page 2
ROAD 4
ROAD 3ROAD 3 "FUTURE WORKS"
MAIN ROAD
MAIN ROAD "FUTURE WORKS"
ROAD 4
SITE BOUNDARY
FUTURE ROAD EXTENSION
FUTURE ROAD EXTENSION
15A06_D
A_C101
15A06_D
A_C102
REFER TO C&M CONSULTING ENGINEERS
PROJECT PN01513 F
OR DETAILS
REFER TO N.W.R.T PROJECT GUDGEGONG
ROAD STATION FOR DETAILS
CUDGEGONG ROAD
ROAD 2
ROAD 2
CUDGEGONG STATION ROAD
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
15A06_D
A_C103
TEMP BASIN 1
TEMP BASIN 2
5040
60m30
2010
SCALE 1:600
0
48
12
Date
Sca
le
Title
Pro
ject
Dra
win
g n
um
ber
Dra
wn
Checked
Revis
ion
Desig
ned
Appro
ved
This
dra
win
g a
nd
de
sig
n re
ma
ins th
e p
rop
erty
of H
enry
& H
ym
as a
nd m
ay n
ot b
ecopie
d in
who
le o
r in p
art w
ithout th
e p
rior w
ritten
ap
pro
val o
f Henry
& H
ym
as.
Arc
hite
ct
Clie
nt
RE
VIS
ION
AM
EN
DM
EN
TD
AT
ER
EV
ISIO
NA
ME
ND
ME
NT
DA
TE
DE
SIG
NE
DD
RA
WN
DE
SIG
NE
DD
RA
WN
Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@
hhconsult.c
om.au
www.henryandhymas.com.au
Glo
ba
l-Ma
rk.c
om
.au
®
01
15
A0
6_
DA
_C
100
CU
DG
EG
ON
G T
OW
N C
EN
TR
E
CU
DG
EG
ON
G R
OA
D, R
OU
SE
HIL
L N
SW
RO
AD
WO
RK
S O
VE
RA
LL S
ITE
PLA
N
M.S
timova
L.C
aha
T.D
em
psey
A.F
rancis
JU
NE
2017
1:6
00
@ A
1
RE
ST
IFA
& P
AR
TN
ER
S P
TY
LT
D
TU
RN
ER
SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: RL 64.038 A
HD
ORIGIN OF LE
VELS:PM 29280
EXISTING CONTOURS
PROPOSED CONTOURS
97.40
PROPOSED SPOT LE
VEL
97.13
EXISTING BOUNDARY
LEGEND
PROPOSED SURFACE INLET PITS
PROPOSED LIN
TEL O
NGRADE & SAG PITS
PROPOSED KERB & GUTTER
K&G
PROPOSED KERB ONLY
KO
PROPOSED RETAINING WALL
RW
EXISTING SPOT LE
VEL
PROPOSED RIDGE LIN
E
OVERFLO
W ROUTE
PROPOSED BATTER LIN
E
FLUSHING POINT (FP)
INTERMEDIATE RISER (IR
)
FP
IR
PROPOSED STORMWATER PIPE
EXISTING STORMWATER PIPE
PROPOSED JU
NCTION PITS
PROPOSED VALLE
Y LIN
E
PROPOSED LA
YBACK
VC
PROPOSED INTEGRAL K
ERB
IK
PROPOSED DISH DRAIN
DD
PROPOSED SUBSOIL D
RAINAGE
EXISTING SEWER RISING MAIN
PROPOSED PIT TAG
A1
LINE LE
TTER
PIT NUMBER
EXISTING WATER MAIN
EXISTING TELSTRA/ COMMUNICATION LIN
ES
EXISTING ELECTRICAL O
VERHEAD LIN
E
EXISTING UNDER GROUND ELECTRICAL C
ABLES
PROPOSED CONTOURS BY OTHERS
99.00
01ISSUED FOR DA
MS
TD
23.06.2017
1C111
6C111
2C111
3C111
4C111
5C111
PROPOSED STORMWATER PIPE
ROAD WORKS OVERALL S
ITE PLAN
SCALE 1:600
STORMWATER UPSTREAM INVERT RL.
STORMWATER PIPE DIAMETER & CLASS
STORMWATER PIPE LE
NGTH
STORMWATER PIPE GRADE
STORMWATER DOWNSTREAM INVERT RL.
40.125Ø425R
CP
20.450m1.5%39.818
FUTURE CONNECTION STORMWATER PIPE
Page 3
PROPOSED DRIVEWAY
TO BE CONSTRUCTED IN
ACCORDANCE W
ITH COUNCIL'S
STANDARD DRIVEWAY CROSSOVER
DRAWING A(BS) 103S
SITE BOUNDARY
SITE BOUNDARY
LIMIT OF W
ORKS
ROAD 4
PROPOSED DRIVEWAY
ROAD 3
VC
ROAD 2
LIMIT OF ROAD ROAD W
ORKS
63.60
63.60
63.70
63.80
63.80
63.90
63.90
64.00
64.00
64.10
64.10
64.20
64.20
64.20
64.30
64.30
64.30
64.40
64.40
64.40
64.5
64.50
64.50
64.6
64.60
64.60
64.70
64.70
64.80
64.80
64.90
64.90
65.00
65.00
65.00
65.00
65.10
65.10
65.10
65.10
65.20
65.20
65.2065.20
65.30
65.30
65.30
65.3065.30
65.40
65.40
65.40
65.40
65.40
65.50
65.50
65.50
65.50
65.50
65.60
65.60
65.60
65.60
65.60
65.70
65.70
65.70
65.70
65.70
65.80
65.80
65.80
65.80
65.80
65.90
65.90
65.90
65.90
65.9066.00
66.00
66.00
66.0066.00
66.1066.10
66.10
66.20
66.30
66.40
66.50
66.60
66.70
66.80
66.90
67.00
67.10
63.50
66.10
64.90
63.30
63.30
63.40
63.40
63.50
63.60
63.70
63.80
63.80
63.90
63.90
64.00
64.00
64.10
64.10
64.20
64.20
64.30
64.30
64.40
64.40
64.50
64.50
64.60
64.60
64.70
64.70
64.8064.80
64.90
64.90
64.90
65.00
65.0065.00
65.00
65.10
65.10
65.10
65.10
65.20
65.20
65.20
65.20
65.20
65.30
65.30
65.30
65.4065.40
65.40
65.5065.50
65.50
65.6065.60
65.60
65.7065.70
65.70
65.8065.80
65.80
65.9065.90
65.90
66.0066.00
66.00
66.10
66.20
66.30
66.40
66.50
66.60
66.70
66.80
66.90
67.00
64.90
64.80
63.70
63.50
63.60
65.30
VC
TEMP BASIN 1
18.0m
3.5m 11.0m0.5m
1 IN 5 TYP.
1 IN 5 TYP.
BATTER 1 IN
5 MAX.
1 IN 5 TYP.
1 IN 5 TYP.
1 IN 5 TYP.
1 IN 5 TYP.
3.5m 0.5m
PROPOSED 0.1m
DEEP CHANNEL
WITH 100m
m M
OUNDING. R
EFER TO
DRAWING 15A
06_DA_C
111 FOR DETAIL 'A
'
PROPOSED COMBINED OSD AND SEDIMENT
BASIN REFER TO DRAWING 15A
06_DA_C
201
FOR DETAILS
5.5m3.5m
0.5m
BERM
9.0m
ROAD 3
R 8.5m
R 8.5m
K&G K&G
K&G
K&G
K&G
K&G
K&G
K&G
5.5m3.5m0.5m
REFER TO C&M DRAWINGS
FOR CENTER LIN
E DESIGN
FUTURE W
ORKS
300 WIDE KO 300 WIDE KO
PROPOSED TEMPORARY
RETAINING W
ALL
H 0.5m
H 0.2m
H 0.0m
H 0.4m
9.0m
RW RW
E4
E5
F1
E6
D4
D3
K5
K4
L1
D2
D1
C2
E3
E2
E1
9.6m SPILLW
AY
AT RL63.70
Ø525@1%
PIT D-3 T
O HAVE A SEALE
D W
ALL
TO PREVENT FLO
WS TO PIT D-1
FOR THIS STAGE.
MATCH LE
VELS
ALO
NG BOUNDARY
AS PROPOSED BY C&M ENGINEERS.
K3
63.55
0.00
15.00
30.00
45.00
60.00
75.00
90.00
105.00
120.00
135.00
14.00
129.27
0.00
15.00
30.00
45.00
60.00
75.00
14.00
39.09
67.09 64.04
C3
1 IN 2
MAX.
1 IN 2
MAX.
1 IN 2
MAX.
61.58
61.58
12.0 m
12.0m
61.58
K
IL60.97
PROVIDE TEMPORARY
BLO
CKOUT IN
PIT W
ALL
Ø525@1%
JUNCTION PIT/
CONNECTION
POINT
IL60.64
PROVIDE TEMPORARY
BLO
CKOUT IN
PIT W
ALL
IL60.80
PROPOSED PIT
B/2 S
L63.25
MAX FLO
WS PIPE OUT OF
TEMP OSD 1:
100 ARI =
343 L/s
20ARI =
156 L/s
MAXIM
UM HGL
61.45 (100ARI)
61.30 (20ARI)
ADJU
ST PIPE
INVERTS AND SIZES
DOWNSTREAM OF PIT
B/2 T
O ALLO
W
PROPOSED IN
VERT
LEVELS
AND HGL
B/2
ALL P
IPEWORK DOWNSTREAM OF PIT
C-2 T
O BE CARRIED OUT BY ADJO
INING
LAND OWNERS
FUTURE CONNECTION PIPES
NOT IN
SERVICE AT THIS STAGE
SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: R
L 64.038 AHD
ORIGIN OF LE
VELS
:PM 29280
20m16
84
SCALE
1:200
120
12
34
Date
Sca
le
Title
Pro
ject
Dra
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g n
um
ber
Dra
wn
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Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@
hhconsult.c
om.au
www.henryandhymas.com.au
Glo
ba
l-Ma
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.au
®
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REFER TO DRAWING 15A06_DA_C102 FOR CONTINUATION
01ISSUED FOR DA
MS
TD
23.06.2017
ROAD W
ORKS DETAIL C
IVIL P
LAN
SCALE
1:200
Page 4
62.00
62.10
62.2062.20
62.20
62.3062.30
62.4062.40
62.50
62.50
62.60
62.60
62.7062.70
62.8062.80
62.9062.90
63.0063.00
63.1063.10
63.2063.20
63.3063.30
63.4063.40
63.5063.50
63.6063.60
63.7063.70
63.8063.80
63.80
63.9063.90
63.90
63.90
64.0064.00
64.00
64.00
64.1064.10
64.10
64.10
64.20
64.20
64.20
64.20
64.30
64.30
64.30
64.30
64.4064.40
64.40
64.40
64.5064.50
64.50
64.50
64.6064.60
64.60
64.60
64.7064.70
64.70
64.70
64.80
64.80
64.80
64.80
64.9
0
64.90
64.90
65.0065.00
65.10
65.1065.20
65.2065.30
65.30
65.40
65.40
65.4065.50
65.50
65.50
65.60
65.60
65.60
65.70
65.70
65.70
65.80
65.80
65.80
65.90
65.90
65.90
66.00
66.00
66.00
66.10
66.10
66.10
66.20
66.20
66.20
66.30
66.30
66.30
66.40
66.40
66.40
66.50
66.50
66.50
66.60
66.60
66.60
66.70
66.70
66.70
66.80
66.80
66.80
66.90
66.90
66.90
67.00
67.00
67.00
67.10
67.10
67.10
67.10
67.20
67.20
67.20
67.20
67.30
67.30
67.30
67.30
67.40
67.40
67.50
67.50
67.60
67.60
67.70
67.70
67.80
67.80
67.30
65.00
62.10
62.10
62.20
62.30
62.40
62.50
62.60
62.70
62.80
62.90
63.00
63.10
63.20
63.30
63.40
63.40
63.50
63.50
63.60
63.60
63.70
63.70
63.80
63.80
63.90
63.90
64.00
64.00
64.10
64.10
64.20
64.20
64.30
64.30
64.40
64.40
64.50
64.50
64.60
64.60
64.70
64.70
64.80
64.80
64.90
64.9064.90
64.90 65.00 65.1065.20
65.3065.40
65.40
65.50
65.50
65.60
65.60
65.70
65.70
65.80
65.80
65.90
65.90
66.00
66.00
66.10
66.10
66.20
66.20
66.30
66.30
66.40
66.40
66.50
66.50
66.60
66.60
66.70
66.70
66.80
66.80
66.90
66.90
67.00
67.00
67.00
67.10
67.10
67.10
67.20
67.20
67.20
67.30
67.30
67.30
67.40
67.40
67.40
67.50
67.50
67.50
67.6067.60
67.7067.70
67.80
64.80
64.80
64.80
62.00
61.90
61.80
MAIN ROAD
MAIN ROAD
SIT
E B
OU
ND
AR
Y
PR
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ED
DR
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WA
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DD
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KO
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DD
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R 8.5m
R 8.5m
18.0m
3.5m 11.0m0.5m
3.5m 0.5m
R 8.5m
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BA
TT
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1 IN 5 TYP.
BA
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5.5m
3.5m0.5m
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R 94.5m
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B3
B2
A3
A2
A1a
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M2
H5
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TE
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T IL60.86.
TE
MP
BA
SIN
2
150.00
165.00
180.00
195.00
210.00
225.00
240.00
255.00
270.00
178.71
271.74
290.01
90.00
105.00
120.00
135.00
150.00
165.00
106.38
118.33
140.58
160.52
177.62
A1
E07
3 /
A4
61.793
K3
E07
2 /
20m16
84
SC
ALE
1:200
120
12
34
REFER TO DRAWING 15A06_DA_C101 FOR CONTINUATION
Date
Sca
le
Title
Pro
ject
Dra
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g n
um
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Dra
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Revis
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Desig
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Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@
hhconsult.c
om.au
www.henryandhymas.com.au
Glo
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l-Ma
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®
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LAN
SC
ALE
1:200 @ A
1
01IS
SU
ED
FO
R D
AT
DL.C
23.06.2017
Page 5
SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: R
L 64.038 AHD
ORIGIN OF LE
VELS
:PM 29280
5000mm
30004000
10000
200600
1000
2000
SCALE
1:50
�
ROAD BDY
ROAD BDY
2.5m3.5m
4.8m
FOOTPATH
CARPARKING
THROUGH LA
NE
1.7m
CYCLE
LANE
2.5m3.5m
4.8m
FOOTPATH
CARPARKING
THROUGH LA
NE
1.7m
BIKE PATH
MAIN STREET - R
OAD 1 " W
ITH CAR PARKING"
SCALE
1:50 @ A1
3. 0%3. 0%
2.5%
2.5%3.0%
3.0%2.5%
KO
DD
KO
DD
LOCAL S
TREET - R
OAD 2
Date
Sca
le
Title
Pro
ject
Dra
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g n
um
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Dra
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Checked
Revis
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Desig
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Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@
hhconsult.c
om.au
www.henryandhymas.com.au
Glo
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LT
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25.0m
ROAD RESERVE
0.5m
BERM
0.5m
BERM
2.5%2.5%
2.5%
BATTER 1 IN
5 MAX.
BATTER 1 IN
5 MAX.
BATTER 1 IN
5 MAX.
BATTER 1 IN
5 MAX.
PROPOSED DISH CROSSING
REFER TO BLA
CKTOWN CITY COUNCIL'S
STANDARD DRAWING A(BS)101M
PROPOSED KERB ONLY
REFER TO BLA
CKTOWN CITY COUNCIL'S
STANDARD DRAWING A(BS)101M
PROPOSED DISH CROSSING
REFER TO BLA
CKTOWN CITY COUNCIL'S
STANDARD DRAWING A(BS)101M
PROPOSED KERB ONLY
REFER TO BLA
CKTOWN CITY COUNCIL'S
STANDARD DRAWING A(BS)101M
ROAD BDY
3.5m
FOOTPATH
0.5m
BERM
2.5%2.5%
BATTER 1 IN
5 MAX.
BATTER 1 IN
5 MAX.
K&G
1.5m
2.5%2.5%
0.9m
ROAD BDY
3.5m
FOOTPATH
0.5m
BERM
2.5%2.5%
BATTER 1 IN
5 MAX.
BATTER 1 IN
5 MAX.
K&G
1.5m
2.5%2.5%
0.9m
�
5.5m5.5m
THROUGH LA
NE
3. 0%3.0%
ROAD RESERVE
THROUGH LA
NE
18.0m
SCALE
1:50 @ A1
PROPOSED KERB AND GUTTER
REFER TO BLA
CKTOWN CITY COUNCIL'S
STANDARD DRAWING A(BS)101M
PROPOSED KERB AND GUTTER
REFER TO BLA
CKTOWN CITY COUNCIL'S
STANDARD DRAWING A(BS)101M
ROAD BDY
3.5m
FOOTPATH
0.5m
BERM
2.5%2.5%
BATTER 1 IN
5 MAX.
BATTER 1 IN
5 MAX.
K&G
1.5m
2.5%2.5%
0.9m
PROPOSED KERB AND GUTTER
REFER TO BLA
CKTOWN CITY COUNCIL'S
STANDARD DRAWING A(BS)101M
3.5m
SITE BDY
PROPOSED 300m
m W
IDE KERB
5.0m
LOCAL S
TREET - R
OAD 3
SCALE
1:50 @ A1
3. 0%3.0%
FUTURE W
ORKS
PROPOSED RETAINING W
ALL
500mm M
AX. H
EIGHT
TOP OF W
ALL T
O M
ATCH EXISTING LE
VELS
ROAD BDY
3.5m
FOOTPATH
0.5m
BERM
2.5%2.5%
BATTER 1 IN
5 MAX.
BATTER 1 IN
5 MAX.
K&G
1.5m
2.5%2.5%
0.9m
PROPOSED KERB AND GUTTER
REFER TO BLA
CKTOWN CITY COUNCIL'S
STANDARD DRAWING A(BS)101M
3.5m
SITE BDY
LOCAL S
TREET - R
OAD 4
SCALE
1:50 @ A1
3. 0%3.0%
PROPOSED ROAD
REFER TO C&M PROJE
CT NUMBER
PN01513
PROPOSED RETAINING W
ALL
REFER TO C&M PROJE
CT NUMBER
PN01513
MATCH PROPOSED LE
VELS
REFER TO C&M PROJE
CT NUMBER
PN01513
01ISSUED FOR DA
MS
TD
23.06.2017
SHEET 1 O
F 1
ROAD TYPICAL S
ECTIONS
SCALE
1:50@A1
Page 6
SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: R
L 64.038 AHD
ORIGIN OF LE
VELS
:PM 29280
1000mm
800600
400
SCALE
1:10
0
200100
200
Date
Sca
le
Title
Pro
ject
Dra
win
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IDE KERB
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PROPOSED KERB AND GUTTER
ROAD BDY
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BERM
ROAD BDY
0.5m
PROPOSED KERB AND GUTTER
BATTER 1 IN
5BATTER 1 IN
52.5%
3.0%2.5%
3. 0%
EXISTING SURFACE
PROPOSED KERB AND GUTTER
65.67
SECTION
SCALE
:
2C100
1:100 @ A1 11.0m
ROAD BDY
0.5m
BATTER 1 IN
52.5%
3. 0%
PROPOSED KERB AND GUTTER
5.5m
PROPOSED ROAD
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CT NUMBER
PN01513
PROPOSED RETAINING W
ALL
REFER TO C&M PROJE
CT NUMBER
PN01513
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1:100 @ A1
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EXISTING SURFACE
ROAD BDY
0.5m
BERM
ROAD BDY
0.5m
PROPOSED KERB AND GUTTER
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52.5%
3.0%3. 0%
PROPOSED KERB AND GUTTER
11.0m
EXISTING SURFACE
PROPOSED 0.15m
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ROAD BDY
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2.5%
PROPOSED KERB AND GUTTER
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PROPOSED ROAD
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ALL
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CT NUMBER
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XISTING SURFACE
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PROPOSED KERB AND GUTTER
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0.5m
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PROPOSED 0.2m
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.R.T.S.
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EXISTING SURFACE
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1 IN 2 M
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0.15m MIN.
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EXISTING SURFACE
10m8
64
SCALE
1:100
20
12
01ISSUED FOR DA
MS
TD
23.06.2017
64.41
Ex65.03
64.5664.61
Ex65.61
Ex67.20
65.9865.78
Ex65.93
Ex66.98
65.7265.52
65.5265.72
Ex66.76
Ex64.57
64.2764.06
64.2164.06
64.27
Ex61.80
Ex63.11
63.20Ex63.00
Ex65.85
Ex66.33
66.3966.18
Page 7
-3%
6 L
4%
20 L
5.9%
20 L
2.5%
20 L15 L
3.3%
SAG
IP59.58
IP59.52
IP60.96
IP61.46
IP64.48
IP64.83
IP65.53
IP67.2
0.000 59.703
4.051 59.5806.051 59.5607.051 59.565
10.051 59.640
15.000 59.838
30.000 62.237 60.438
43.074 62.598 60.96145.000 62.666 61.058
53.074 62.941 61.483
60.000 63.162 61.871
63.074 63.239 62.049
75.000 63.545 62.751
90.000 64.174 63.633
94.325 64.395 63.888
104.325 64.960 64.416105.000 65.015 64.448106.379 65.112 64.510
114.325 65.543 64.826
118.328 65.892 64.926120.000 66.362 64.968
132.466 66.462 65.279
135.000 66.602 65.354
140.576 66.905 65.598142.466 66.995 65.706
150.000 67.321 66.260
152.466 67.427 66.485
159.966 67.701 67.084160.519 67.709 67.118
165.000 67.817 67.354
167.466 67.901 67.447
177.618 68.005 67.781
CHAINAGE
EXISTING
LEVELS
DESIGN
LEVELS
Datum
RL56
CONTROL LIN
E GRADE
VERTICAL CURVE LENGTH
9.55%
MATCH PROPOSED LEVELS
REFER TO NORTH WEST RAIL LIN
K PROJECT
MATCH PROPOSED LEVELS
REFER TO C&M PROJECT NUMBER
PN01513
EXISTING SURFACE
PROPOSED INTERSECTION
�ROAD 2
LIMIT OF WORKS
FUTURE WORKS
PROPOSED INTERSECTION
�ROAD 4
TEMPORARY FOOTPATH
SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: RL 64.038 A
HD
ORIGIN OF LEVELS:PM 29280
10m8
64
SCALE 1:100
20
12
Date
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23.06.2017
MAIN ROAD LONGITUDINAL SECTION
HORIZONTAL SCALE 1:500 @
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VERTICAL SCALE 1:100 @
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Page 8
-3%
6 L
1.7%
25 L
-2.5%
6 L
3.4%-2.5%
6 L25 L
-3%
12 L
3.1%
CREST
CREST
SAG
SAG
SAG
SAG
IP64.97
IP64.91
IP66.22
IP64.77
IP64.87
IP65.05
IP64.92
IP64.82
IP65.1
IP61.97
IP62.09
0.000 65.558 65.093
4.045 65.654 64.972
7.045 65.744 64.9397.303 65.753 64.93910.045 65.856 64.962
14.000 66.529 65.02915.000 66.629 65.046
30.000 66.432 65.298
45.000 66.781 65.551
60.000 67.156 65.803
72.462 67.362 66.013
75.000 67.390 66.050
82.523 67.470 66.098
84.962 67.484 66.093
90.000 67.508 66.051
97.462 67.510 65.911
105.000 67.447 65.723
120.000 67.194 65.348
129.269 66.947 65.116
135.000 66.696 64.973
140.190 66.495 64.843
142.690 66.398 64.812143.190 66.378 64.813146.190 66.261 64.873
150.000 66.132 65.004151.492 66.090 65.055
156.795 66.242 64.925
159.795 66.278 64.860160.744 66.270 64.856162.795 66.833 64.874165.000 65.975 64.910
172.227 65.479 64.960
175.295 64.874 64.951
178.712 64.168 64.919180.000 63.798 64.902
187.795 63.363 64.726
195.000 63.710 64.510
210.000 64.456 64.060
225.000 63.325 63.610
240.000 62.874 63.160
255.000 62.715 62.710
270.000 62.219 62.260271.736 62.145 62.208273.727 62.049 62.148
279.727 61.647 62.043280.927 61.592 62.040
285.000 61.293 62.075285.727 61.356 62.088
290.011 61.387
CHAINAGE
EXISTING
LEVELS
DESIGN
LEVELS
Datum
RL58
CONTROL LIN
E GRADE
VERTICAL C
URVE LE
NGTH
ROAD 2 LO
NGITUDINAL S
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HORIZONTAL S
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1:500 @ A1
VERTICAL S
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EXISTING SURFACE
�MAIN ROAD
1.82%-3.5%
2.0%
PROPOSED IN
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PROPOSED IN
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�ROAD 3
�CUDGEGONG STREET
MATCH PROPOSED LE
VELS
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EST RAIL LIN
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SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: R
L 64.038 AHD
ORIGIN OF LE
VELS
:PM 29280
10m8
64
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20
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01ISSUED FOR DA
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23.06.2017
Page 9
25 L
3.2%
28 L
-4.8%
6 L
2.6%
CREST
SAG
IP63.81
IP65.62
IP62.03
IP62.11
CHAINAGE
EXISTING
LEVELS
DESIGN
LEVELS
Datum
RL59
ROAD 3 LO
NGITUDINAL S
ECTION
HORIZONTAL S
CALE
1:500 @ A1
VERTICAL S
CALE
1:100 @ A1
CONTROL LIN
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VERTICAL C
URVE LE
NGTH
PROPOSED IN
TERSECTION
MATCH PROPOSED LE
VELS
REFER TO C&M PROJE
CT NUMBER
PN01513
PROPOSED IN
TERSECTION
�0.000 63.583 63.649
12.500 64.048 63.86514.000 64.107 63.89915.000 64.146 63.923
25.000 64.579 64.202
30.000 64.800 64.360
39.094 65.128 64.649
45.000 65.313 64.836
55.799 65.639 65.179
60.000 65.741 65.287
66.911 65.744 65.35567.094 65.744 65.35569.799 65.716 65.343
75.000 65.590 65.262
83.799 65.404 64.948
90.000 65.242 64.649
105.000 64.517 63.926
120.000 63.647 63.203
135.000 62.847 62.479
141.272 62.531 62.177
144.272 62.088145.170 62.083147.272 62.110150.000 62.182151.389 62.219
EXISTING SURFACE
MATCH PROPOSED LE
VELS
REFER TO NORTH W
EST RAIL LIN
K PROJE
CT
1.25%
�ROAD 2
ROAD 4
LIMIT OF W
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FUTURE W
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SURVEY
INFORMATION
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DATUM: R
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ORIGIN OF LE
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:PM 29280
10m8
64
SCALE
1:100
20
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01ISSUED FOR DA
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23.06.2017
Page 10
ramp1:8.01:5
MIN.3m
³ PUMP OUT PIT
TO OSD TANK. F
INAL
DIM
ENSIONS AND VOLU
ME TO
BE DETERMINED AT CC STAGE
AND TO BE IN
ACCORDANCE
WITH AS3500.
63.60
63.60
63.70
63.80
63.80
63.90
63.90
64.00
64.00
64.10
64.10
64.20
64.20
64.30
64.30
64.40
64.40
64.50
64.50
64.50
64.60
64.60
64.60
64.70
64.70
64.70
64.80
64.80
64.90
64.90
65.0065.00
65.00
65.00
65.00
65.10
65.10
65.10
65.10
65.10
65.20
65.20
65.2065.20
65.20
65.30
65.30
65.3065.30
65.30
65.40
65.40
65.40
65.40
65.40
65.40
65.50
65.50
65.50
65.50
65.50
65.50
65.60
65.60
65.60
65.60
65.60
65.60
65.70
65.70
65.70
65.70
65.70
65.70
65.80
65.80
65.80
65.80
65.80
65.80
65.90
65.90
65.90
65.90
65.90
65.90
66.0066.00
66.00
66.0066.00
66.00
66.1066.10
66.10
66.10
66.20
66.20
66.30
66.30
66.40
66.40
66.50
66.50
66.60
66.60
66.70
66.70
66.80
66.80
66.90
66.90
67.00
67.00
67.10
67.10
67.20
67.20
67.30
67.30
67.30
63.50
66.10
64.90
63.30
63.30
63.40
63.40
63.50
63.60
63.70
63.80
63.80
63.90
63.90
64.00
64.00
64.10
64.10
64.20
64.20
64.30
64.30
64.40
64.40
64.50
64.50
64.50
64.60
64.60
64.60
64.70
64.70
64.70
64.80
64.80
64.80
64.90
64.90
64.90
64.90
65.00
65.00
65.0065.00
65.00
65.10
65.10
65.10
65.10
65.10
65.20
65.20
65.20
65.20
65.20
65.30
65.30
65.30
65.30
65.4065.40
65.40
65.40
65.5065.50
65.50
65.50
65.6065.60
65.60
65.60
65.7065.70
65.70
65.7065.80
65.80
65.80
65.80
65.9065.90
65.90
65.90
66.0066.00
66.
66.00
66.
66.10
6
66.20
6
66.30
66.40
66.50
66.60
66.70
66.80
66.90
67.00
67.10
67.20
67.30
67.40
67.50
64.90
64.80
63.70
63.50
63.60
64.80
65.30
64.80
ROAD 4
ROAD 3
VC
ROAD 2
VC
1 IN 5 TYP.
1 IN 5 TYP.
R 8.5m
ROAD 3
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K&G
K&G
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K&G
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KO
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RW RW
E4
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F1
E6
D4
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K5
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D2
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E3
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Ø100 uP
VC TO CONNECT
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-GROUND BASEMENT
DRAINAGE
M3
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K3
H5
59.97
WALL B
ETWEEN
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REQUIRED
MAX.800m
m
60.03
59.2059.20
59.20
60.03
Ø100 uP
VC TO CONNECT
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-GROUND BASEMENT
DRAINAGE
Ø100 uP
VC CONNECTION LIN
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RAINAGE
59.97
59.97
WALL B
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REQUIRED
MAX.800m
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60.00
59.20
59.20
59.10
Ø150 uP
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WALL B
ETWEEN
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REQUIRED
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59.20
Ø100 uP
VC CONNECTION LIN
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Ø100 uP
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59.20
RL 59.20
RL 59.20
Ø100 uP
VC CONNECTION
LINE FROM LE
VEL 1 D
RAINAGE
MAIN ROAD
Ø100 uP
VC CONNECTION
LINE FROM LE
VEL 1 D
RAINAGE
59.08
59.15
12.9m
59.2059.20
59.10
Ø100 uP
VC CONNECTION
LINE FROM LE
VEL 1 D
RAINAGE
60.00
59.15
59.15
Ø150 uP
VC @
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59.10
59.1559.20
59.20
59.20
59.10
59.20
59.15
Ø150 uP
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VC @
1%Ø150 uP
VC @
1%Ø150 uP
VC @
1%
59.20
59.20
Z1
Z2
Z3
Z4
Z5
Z9
Ø150 uP
VC @
1%
59.15
59.10
59.10
Z6
59.10
Z7
59.15
Ø150 uPVC @ 1%
59.10
59.15
59.20
Z8
Ø150 uP
VC @
1%
59.20
200Wx150D
(MAX.)/50D
(MIN)
CONCRETE CHANNEL W
ITH
0.5% IN
TERNAL F
ALL.
SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: R
L 64.038 AHD
ORIGIN OF LE
VELS
:PM 29280
20m16
84
SCALE
1:200
120
12
34
01ISSUED FOR DA
MS
TD
23.06.2017
Date
Sca
le
Title
Pro
ject
Dra
win
g n
um
ber
Dra
wn
Checked
Revis
ion
Desig
ned
Appro
ved
This
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e p
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ym
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Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@
hhconsult.c
om.au
www.henryandhymas.com.au
Glo
ba
l-Ma
rk.c
om
.au
®
01
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6_
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00
@ A
1
RE
ST
IFA
& P
AR
TN
ER
S P
TY
LT
D
TU
RN
ER
REFER TO DRAWING 15A06_DA_C152 FOR CONTINUATION
DEVELO
PED SITE STAGE - N
ORTH W
EST LO
T
BASEMENT LV
L 2 PLA
NSCALE
1:200
LEGEND
PROPOSED JU
NCTION PITS
PROPOSED SURFACE IN
LET PITS
PROPOSED LIN
TEL O
NGRADE & SAG PITS
PROPOSED PIT TAG
-A1
LINE LE
TTER
PIT NUMBER
PROPOSED STORMWATER PIPE
PROPOSED SPOT LE
VEL
62.80
PROPOSED BOUNDARY
PROPOSED CONTOURS
65.90
PROPOSED CONNECTION LIN
E FROM UPPER
BASEMENT LE
VEL
FALL LIN
E
PROPOSED RIDGE LIN
E
PROPOSED VALLE
Y LIN
E
PROPOSED RETAINING W
ALL
RW
Ø100 uP
VC COLLE
CTION POINT IN
CONCRETE CHANNEL
FUTURE CONNECTION STORMWATER PIPE
Page 11
ramp1:8.0 1:5 1:8
ramp1:8.01:10
62.00
62.10
62.2062.20
62.20
62.3062.30
62.4062.40
62.50
62.50
62.60
62.60
62.7062.70
62.8062.80
62.90
62.90
63.0063.00
63.1063.10
63.2063.20
63.30
63.30
63.40
63.40
63.5063.50
63.60
63.60
63.70
63.70
63.80
63.80
63.9063.90
64.0064.00
64.10
64.10
64.2064.20
64.30
64.30
64.4064.40
64.5064.50
64.6064.60
64.7064.70
64.8064.80
64.80
64.90
64.90
64.90
65.0065.10
65.20
65.30
65.40
65.40
65.50
65.50
65.60
65.60
65.70
65.70
65.80
65.80
65.90
65.90
66.00
66.00
66.10
66.10
66.20
66.20
66.30
66.30
66.40
66.40
66.50
66.50
66.60
66.60
66.70
66.70
66.80
66.80
66.90
66.90
67.00
67.00
67.10
67.10
67.20
67.20
67.30
67.30
67.40
67.40
67.50
67.50
67.60
67.60
67.70
67.70
67.80
67.80
65.00
62.10
62.10
62.20
62.30
62.40
62.50
62.60
62.70
62.80
62.90
63.00
63.10
63.20
63.30
63.40
63.50
63.60
63.70
63.80
63.90
64.00
64.10
64.20
64.30
64.40
64.50
64.60
64.7064.80
64.9064.90
65.40
65.50
65.50
65.60
65.70
65.70
65.80
65.80
65.90
65.90
66.00
66.00
66.10
66.10
66.20
66.20
66.30
66.30
66.40
66.40
66.50
66.50
66.60
66.60
66.70
66.70
66.80
66.80
66.90
66.90
67.00
67.00
67.10
67.10
67.20
67.20
67.30
67.30
67.40
67.40
67.50
67.50
67.6067.60
67.7067.70
67.80
64.80
62.00
61.90
61.80
MAIN ROAD
ROAD 2
CUDGEGONG ROAD
K&G
K&G
K&G
K&G
K&G
K&G
K&G
K&G
ROAD 4
DD
DD
KO
KO
K&G
B5
B4
B3
B2
A3
A2
A1
IL59.82
I1
N1
3
M1
K2
H4
K1
H3
H2
J1
H1
RL 60.10
RL 58.40
60.10
60.06
60.03
58.40
58.40
58.40
60.10
60.10
60.06
58.88
57.20
57.20
RL 58.90
RL 57,200
58.90
58.90
WALL B
ETWEEN
LEVELS
REQUIRED
MAX.800m
m
57.20
57.20
58.4058.40
60.10
60.10
Ø100 uP
VC CONNECTION
LINE FROM LE
VEL 1 D
RAINAGE
W1
60.08
58.33
58.40
58.38
57.20
58.90
58.83
Ø100 uP
VC CONNECTION
LINE FROM LE
VEL 1 D
RAINAGE
Ø100 uP
VC CONNECTION
LINE FROM LE
VEL 1 D
RAINAGE
MIN.3m
³ PUMP OUT PIT
TO STORMFILT
ER TANK. FINAL
DIMENSIONS AND VOLU
ME TO
BE DETERMINED AT CC STAGE
AND TO BE IN
ACCORDANCE
WITH AS3500.
Ø150 uPVC @ 1%
Ø150 uP
VC @
1%Ø150 uP
VC @
1%
58.38
60.06
60.03
60.0860.10
60.03
60.10
W2
60.10
58.4058.33
W3
58.40
W4
58.4058.38
58.33
W5
W6
W7
W8
Ø150 uP
VC @
1%Ø150 uP
VC @
1%
Ø150 uP
VC @
1%
Ø150 uP
VC @
1%
58.40
60.06
Ø100 uP
VC CONNECTION
LINE FROM LE
VEL 1 D
RAINAGE
Ø150 uPVC @ 1%
Ø100 uP
VC TO CONNECT
TO IN
-GROUND BASEMENT
DRAINAGE
20m16
84
SCALE 1:200
120
12
34
REFER TO DRAWING 15A06_DA_C151 FOR CONTINUATION
Date
Sca
le
Title
Pro
ject
Dra
win
g n
um
ber
Dra
wn
Checked
Revis
ion
Desig
ned
Appro
ved
This
dra
win
g a
nd
de
sig
n re
ma
ins th
e p
rop
erty
of H
enry
& H
ym
as a
nd m
ay n
ot b
ecopie
d in
who
le o
r in p
art w
ithout th
e p
rior w
ritten
ap
pro
val o
f Henry
& H
ym
as.
Arc
hite
ct
Clie
nt
RE
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ION
AM
EN
DM
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TD
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EV
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NA
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ND
ME
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DA
TE
DE
SIG
NE
DD
RA
WN
DE
SIG
NE
DD
RA
WN
Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@
hhconsult.c
om.au
www.henryandhymas.com.au
Glo
ba
l-Ma
rk.c
om
.au
®
01
15
A0
6_
DA
_C
152
CU
DG
EG
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G T
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em
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A.F
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2017
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00
@ A
1
RE
ST
IFA
& P
AR
TN
ER
S P
TY
LT
D
TU
RN
ER
SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: R
L 64.038 AHD
ORIGIN OF LE
VELS:PM 29280
01ISSUED FOR DA
MS
TD
23.06.2017
DEVELO
PED SITE STAGE - N
ORTH EAST LO
T
BASEMENT LV
L 2 PLAN
SCALE
1:200LEGEND
PROPOSED JU
NCTION PITS
PROPOSED SURFACE IN
LET PITS
PROPOSED LIN
TEL O
NGRADE & SAG PITS
PROPOSED PIT TAG
-A1
LINE LE
TTER
PIT NUMBER
PROPOSED STORMWATER PIPE
PROPOSED SPOT LE
VEL
62.80
PROPOSED BOUNDARY
PROPOSED CONTOURS
65.90
PROPOSED CONNECTION LIN
E FROM UPPER
BASEMENT LE
VEL
FALL LIN
E
PROPOSED RIDGE LIN
E
PROPOSED VALLE
Y LIN
E
PROPOSED RETAINING WALL
RW
Ø100 uP
VC COLLE
CTION POINT IN
CONCRETE CHANNEL
FUTURE CONNECTION STORMWATER PIPE
Page 12
ramp1:51:8
ramp1:8.01:5
63.60
63.60
63.70
63.80
63.80
63.90
63.90
64.00
64.00
64.10
64.10
64.20
64.20
64.20
64.30
64.30
64.30
64.40
64.40
64.40
64.50
64.50
64.50
64.60
64.60
64.60
64.70
64.70
64.70
64.80
64.80
64.90
64.90
65.0065.00
65.00
65.00
65.00
65.10
65.10
65.10
65.10
65.10
65.20
65.20
65.2065.20
65.20
65.30
65.30
65.30
65.3065.30
65.30
65.40
65.40
65.40
65.40
65.40
65.40
65.50
65.50
65.50
65.50
65.50
65.50
65.60
65.60
65.60
65.60
65.60
65.60
65.70
65.70
65.70
65.70
65.70
65.70
65.80
65.80
65.80
65.80
65.80
65.80
65.90
65.90
65.90
65.90
65.90
65.90
66.0066.00
66.00
66.0066.00
66.00
66.1066.10
66.10
66.10
66.20
66.20
66.30
66.30
66.40
66.40
66.50
66.50
66.60
66.60
66.70
66.70
66.80
66.80
66.90
66.90
67.00
67.00
67.10
67.10
67.20
67.20
67.30
67.30
67.30
63.50
66.10
64.90
63.30
63.30
63.40
63.40
63.50
63.60
63.70
63.80
63.80
63.90
63.90
64.00
64.00
64.10
64.10
64.10
64.20
64.20
64.20
64.30
64.30
64.30
64.40
64.40
64.40
64.50
64.50
64.50
64.60
64.60
64.60
64.70
64.70
64.70
64.80
64.80
64.80
64.90
64.90
64.90
64.90
65.00
65.00
65.0065.00
65.00
65.10
65.10
65.10
65.10
65.10
65.20
65.20
65.20
65.20
65.20
65.20
65.30
65.30
65.30
65.30
65.4065.40
65.40
65.40
65.5065.50
65.50
65.50
65.6065.60
65.60
65.60
65.7065.70
65.70
65.7065.80
65.80
65.80
65.80
65.9065.90
65.90
65.90
66.0066.00
66.
66.00
66.
66.10
6
66.20
6
66.30
66.40
66.50
66.60
66.70
66.80
66.90
67.00
67.10
67.20
67.30
67.40
67.50
64.90
64.80
63.70
63.50
63.60
64.80
65.30
64.80
ROAD 4
ROAD 3
VC
ROAD 2
LIMIT OF ROAD ROAD WORKS
VC
1 IN 5 TYP.
1 IN 5 TYP.
R 8.5m
ROAD 3
K&G K&G
K&G
K&G
K&G
K&G
K&G
K&GKO
KO
DD
DD
RW RW
E4
E5
F1
E6
D4
D3
K5
K4
L1
D2
D1
C2
E3
E2
E1
IL62.30
Ø100 uP
VC @ 1%
GRADE TO CONNECT
GRATED DRAIN TO CONCRETE
CHANNEL D
RAINAGE LIN
E
M3
M2
K3
H5
62.85
WALL B
ETWEEN
LEVELS REQUIRED
MAX.800m
m
62.8062.82
62.85
62.90
62.0461.96
2.5m
5.4m
61.96
Ø100 uP
VC TO CONNECT
TO LEVEL 2 B
ASEMENT
DRAINAGE
62.04
62.04
62.82
62.77
Ø100 uP
VC TO CONNECT
TO LEVEL 2 B
ASEMENT
DRAINAGE
200Wx150D
(MAX.)/50D
(MIN)
CONCRETE CHANNEL W
ITH
0.5% INTERNAL FALL.
Ø100 uP
VC TO CONNECT
TO LEVEL 2 B
ASEMENT
DRAINAGE
62.77
62.77
62.80
WALL B
ETWEEN
LEVELS REQUIRED
MAX.800m
m
62.82
62.04
62.80
62.01
61.96
62.01
150mm WIDE GRATED DRAIN
CAST INTO SLAB, 100m
m
DEEP (MIN.)
61.96
200Wx150D
(MAX.)/50D
(MIN)
CONCRETE CHANNEL W
ITH
0.5% INTERNAL FALL.
WALL B
ETWEEN
LEVELS REQUIRED
MAX.800m
m
62.08
61.96
61.96
61.96
61.96
Ø100 uP
VC TO CONNECT
TO LEVEL 2 B
ASEMENT
DRAINAGE
62.04
62.08
FALL62.08
62.08
Ø100 uP
VC TO CONNECT
TO LEVEL 2 B
ASEMENT
DRAINAGE
62.00
62.00
200Wx150D
(MAX.)/50D
(MIN)
CONCRETE CHANNEL W
ITH
0.5% INTERNAL FALL.
16.6m
RL 62.00
RL 62.80
RL 62.00
Ø100 uP
VC TO CONNECT
TO LEVEL 2 B
ASEMENT
DRAINAGE
7m
MAIN ROAD
PROPOSED GRATED DRAIN
SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: RL 64.038 A
HD
ORIGIN OF LEVELS:PM 29280
20m16
84
SCALE 1:200
120
12
34
01ISSUED FOR DA
MS
TD
23.06.2017
Date
Sca
le
Title
Pro
ject
Dra
win
g n
um
ber
Dra
wn
Checked
Revis
ion
Desig
ned
Appro
ved
This
dra
win
g a
nd
de
sig
n re
ma
ins th
e p
rop
erty
of H
enry
& H
ym
as a
nd m
ay n
ot b
ecopie
d in
who
le o
r in p
art w
ithout th
e p
rior w
ritten
ap
pro
val o
f Henry
& H
ym
as.
Arc
hite
ct
Clie
nt
RE
VIS
ION
AM
EN
DM
EN
TD
AT
ER
EV
ISIO
NA
ME
ND
ME
NT
DA
TE
DE
SIG
NE
DD
RA
WN
DE
SIG
NE
DD
RA
WN
Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@
hhconsult.c
om.au
www.henryandhymas.com.au
Glo
ba
l-Ma
rk.c
om
.au
®
01
15
A0
6_
DA
_C
153
CU
DG
EG
ON
G T
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N C
EN
TR
E
CU
DG
EG
ON
G R
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D, R
OU
SE
HIL
L N
SW
BA
SE
ME
NT
LV
L 1
PL
AN
, SH
EE
T 1
OF
2
M.S
timova
T.D
em
psey
T.D
em
psey
A.F
rancis
JU
NE
2017
1:2
00
@ A
1
RE
ST
IFA
& P
AR
TN
ER
S P
TY
LT
D
TU
RN
ER
REFER TO DRAWING 15A06_DA_C154 FOR CONTINUATION
DEVELOPED SITE STAGE - N
ORTH WEST LO
T
BASEMENT LVL 1 P
LAN
SCALE 1:200
LEGEND
PROPOSED JUNCTION PITS
PROPOSED SURFACE INLET PITS
PROPOSED LIN
TEL O
NGRADE & SAG PITS
PROPOSED PIT TAG
-A1
LINE LETTER
PIT NUMBER
PROPOSED STORMWATER PIPE
PROPOSED SPOT LEVEL
62.80
PROPOSED BOUNDARY
PROPOSED CONTOURS
65.90
CONCRETE DISH DRAIN
FALL LIN
E
Ø100 uP
VC COLLE
CTION POINT IN CONCRETE CHANNEL
PROPOSED RIDGE LIN
E
FUTURE CONNECTION STORMWATER PIPE
Page 13
ramp1:101:8
ramp1:8.0 1:5 1:8
ramp1:8.01:5
62.00
62.10
62.2062.20
62.20
62.3062.30
62.4062.40
62.50
62.50
62.60
62.60
62.7062.70
62.8062.80
62.90
62.90
63.0063.00
63.1063.10
63.2063.20
63.30
63.30
63.40
63.40
63.5063.50
63.60
63.60
63.70
63.70
63.80
63.80
63.9063.90
64.0064.00
64.10
64.10
64.2064.20
64.30
64.30
64.4064.40
64.5064.50
64.6064.60
64.7064.70
64.8064.80
64.80
64.90
64.90
64.90
65.0065.10
65.20
65.30
65.40
65.40
65.50
65.50
65.60
65.60
65.70
65.70
65.80
65.80
65.90
65.90
66.00
66.00
66.10
66.10
66.20
66.20
66.30
66.30
66.40
66.40
66.50
66.50
66.60
66.60
66.70
66.70
66.80
66.80
66.90
66.90
67.00
67.00
67.10
67.10
67.20
67.20
67.30
67.30
67.40
67.40
67.50
67.50
67.60
67.60
67.70
67.70
67.80
67.80
65.00
62.10
62.10
62.20
62.30
62.40
62.50
62.60
62.70
62.80
62.90
63.00
63.10
63.20
63.30
63.40
63.50
63.60
63.70
63.80
63.90
64.00
64.10
64.20
64.30
64.40
64.50
64.60
64.7064.80
64.9064.90
65.40
65.50
65.50
65.60
65.70
65.70
65.80
65.80
65.90
65.90
66.00
66.00
66.10
66.10
66.20
66.20
66.30
66.30
66.40
66.40
66.50
66.50
66.60
66.60
66.70
66.70
66.80
66.80
66.90
66.90
67.00
67.00
67.10
67.10
67.20
67.20
67.30
67.30
67.40
67.40
67.50
67.50
67.6067.60
67.7067.70
67.80
64.80
62.00
61.90
61.80
MAIN ROAD
ROAD 2
CUDGEGONG ROAD
K&G
K&G
K&G
K&G
K&G
K&G
K&G
K&G
ROAD 4
DD
DD
KO
KO
K&G
R 94.5m
B5
B4
B3
B2
A3
A2
A1
IL59.82
I1
N1
3
M1
K2
H4
K1
H3
H2
J1
H1
RL 62.90
RL 61.20
62.86
62.92
62.92
62.94
61.21
61.21
61.16
62.9462.86
62.94
62.94
62.86
62.92
62.92
62.92
61.70
61.24
60.04
60.04
61.62
RL 61.70
RL 60.00
61.62
61.70
62.86
150mm W
IDE GRATED DRAIN
CAST IN
TO SLAB, 100m
m
DEEP (M
IN.)
WALL B
ETWEEN
LEVELS
REQUIRED
MAX.800m
m
Ø100uP
VC TO CONNECT
TO LE
VEL 2 B
ASEMENT
DRAINAGE
200Wx150D
(MAX.)/50D
(MIN)
CONCRETE CHANNEL W
ITH
0.5% IN
TERNAL F
ALL.
Ø100uP
VC TO CONNECT
TO LE
VEL 2 B
ASEMENT
DRAINAGE
17.4m
Ø100 uP
VC @
1% GRADE TO CONNECT
GRATED DRAIN TO CONCRETE
CHANNEL D
RAINAGE LIN
E
Ø100uP
VC TO CONNECT
TO LE
VEL 2 B
ASEMENT
DRAINAGE
59.96
200Wx150D
(MAX.)/50D
(MIN)
CONCRETE CHANNEL W
ITH
0.5% IN
TERNAL F
ALL.
59.96
Ø100 uP
VC TO CONNECT
TO LE
VEL 2 B
ASEMENT
DRAINAGE
FALL
61.24
61.24
WALL B
ETWEEN
LEVELS
REQUIRED
MAX.800m
m
200Wx150D
(MAX.)/50D
(MIN)
CONCRETE CHANNEL W
ITH
0.5% IN
TERNAL F
ALL.
Ø100uP
VC TO CONNECT
TO LE
VEL 2 B
ASEMENT
DRAINAGE
Ø100 uP
VC TO CONNECT
TO LE
VEL 2 B
ASEMENT
DRAINAGE
Ø100 uP
VC TO CONNECT
TO LE
VEL 2 B
ASEMENT
DRAINAGE
200Wx150D
(MAX.)/50D
(MIN)
CONCRETE CHANNEL W
ITH
0.5% IN
TERNAL F
ALL.
61.16
61.16
61.16
Ø100uP
VC TO CONNECT
TO LE
VEL 2 B
ASEMENT
DRAINAGE
Ø100uP
VC TO CONNECT
TO LE
VEL 2 B
ASEMENT
DRAINAGE
20m16
84
SCALE 1:200
120
12
34
REFER TO DRAWING 15A06_DA_C153 FOR CONTINUATION
Date
Sca
le
Title
Pro
ject
Dra
win
g n
um
ber
Dra
wn
Checked
Revis
ion
Desig
ned
Appro
ved
This
dra
win
g a
nd
de
sig
n re
ma
ins th
e p
rop
erty
of H
enry
& H
ym
as a
nd m
ay n
ot b
ecopie
d in
who
le o
r in p
art w
ithout th
e p
rior w
ritten
ap
pro
val o
f Henry
& H
ym
as.
Arc
hite
ct
Clie
nt
RE
VIS
ION
AM
EN
DM
EN
TD
AT
ER
EV
ISIO
NA
ME
ND
ME
NT
DA
TE
DE
SIG
NE
DD
RA
WN
DE
SIG
NE
DD
RA
WN
Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@
hhconsult.c
om.au
www.henryandhymas.com.au
Glo
ba
l-Ma
rk.c
om
.au
®
01
15
A0
6_
DA
_C
154
CU
DG
EG
ON
G T
OW
N C
EN
TR
E
CU
DG
EG
ON
G R
OA
D, R
OU
SE
HIL
L N
SW
DE
VE
LO
PE
D S
ITE
ST
AG
E - N
OR
TH
EA
ST
LO
T
BA
SE
ME
NT
LV
L 1
PL
AN
, SH
EE
T 2
OF
2
M.S
timova
T.D
em
psey
T.D
em
psey
A.F
rancis
JU
NE
2017
1:2
00
@ A
1
RE
ST
IFA
& P
AR
TN
ER
S P
TY
LT
D
TU
RN
ER
SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: R
L 64.038 AHD
ORIGIN OF LE
VELS:PM 29280
01ISSUED FOR DA
MS
TD
23.06.2017
DEVELO
PED SITE STAGE - N
ORTH EAST LO
T
BASEMENT LV
L 1 PLAN
SCALE
1:200LEGEND
PROPOSED JU
NCTION PITS
PROPOSED SURFACE IN
LET PITS
PROPOSED LIN
TEL O
NGRADE & SAG PITS
PROPOSED PIT TAG
-A1
LINE LE
TTER
PIT NUMBER
PROPOSED GRATED DRAIN
PROPOSED STORMWATER PIPE
PROPOSED SPOT LE
VEL
62.80
PROPOSED BOUNDARY
PROPOSED CONTOURS
65.90
CONCRETE DISH DRAIN
FALL LIN
E
Ø100 uP
VC COLLE
CTION POINT IN
CONCRETE CHANNEL
Page 14
63.60
63.60
63.70
63.80
63.80
63.90
63.90
64.00
64.00
64.10
64.10
64.20
64.20
64.30
64.30
64.40
64.40
64.50
64.50
64.50
64.60
64.60
64.60
64.70
64.70
64.70
64.80
64.80
64.90
64.90
65.0065.0
65.00
65.00
65.00
65.10
65.10
65.10
65.10
65.20
65.20
65.2065.20
65.30
65.30
65.3065.30
65.40
65.40
65.40
65.40
65.40
65.50
65.50
65.50
65.50
65.50
65.60
65.60
65.60
65.60
65.60
65.70
65.70
65.70
65.70
65.70
65.80
65.80
65.80
65.80
65.80
65.90
65.90
65.90
65.90
65.9066.00
66.00
66.00
66.0066.00
66.1066.10
66.10
66.20
66.30
66.40
66.50
66.60
66.70
66.80
66.90
67.00
67.10
67.20
63.50
66.10
64.90
63.30
63.30
63.40
63.40
63.50
63.60
63.70
63.80
63.80
63.90
63.90
64.00
64.00
64.10
64.10
64.20
64.20
64.30
64.30
64.40
64.40
64.50
64.50
64.60
64.60
64.70
64.70
64.80
64.80
64.90
64.90
64.90
65.00
65.0065.00
65.00
65.10
65.10
65.10
65.10
65.20
65.20
65.2065.20
65.30
65.30
65.30
65.4065.40
65.40
65.5065.50
65.50
65.6065.60
65.60
65.7065.70
65.70
65.8065.80
65.80
65.9065.90
65.90
66.0066.00
66.00
66.10
66.20
66.30
66.40
66.50
66.60
66.70
66.80
66.90
67.00
67.10
64.90
64.80
63.70
63.50
63.60
64.80
65.30
LINE F TO CONNECT INTO
ENVIROPOD CHAMBER AT AN INVERT
LEVEL NO LOWER THAN 62.45 T
O
ENSURE 500m
m DROP ACROSS THE
ENVIROPOD.
ROAD 4
VC
ROAD 2
VC
ROAD 3
K&G K&G
K&G
K&G
K&G
K&G
K&G
K&G
300 WIDE KO 300 WIDE KO
RW RW
E4
E5
F1
G1
D4
D3
K5
K4
L1
D2
D1
E3
E2
E1
K3
H5
GRATED DRAINS (TYPICAL) T
O CAST
INTO GROUND LEVEL SLAB AND THEN
DRAINED TO LIN
E B IN LOWER
BASEMENT LEVEL
GD
FLOOR DRAIN TYPICAL - F
D
FD
LINE B MIN.Ø225 @
0.5% HARDSTAND
AND LANDSCAPE COLLE
CTION LIN
E,
THIS LIN
E TO BE STRAPPED AGAINST
BASEMENT WALL B
ELOW AND TO BE
BUILDING HYDRAULIC CONSULTANT'S
SP0ECIFICATIONS. REFER TO
CATCHMENT PLAN C251 F
OR ROOF
AREA TO BE DIRECTED TO THIS LIN
E.
LINE A MIN.Ø225 @
0.5% RW TANK
COLLE
CTION LIN
E. THIS LIN
E TO BE
STRAPPED AGAINST BASEMENT WALL
BELOW AND TO BE BUILDING
HYDRAULIC CONSULTANT'S
SP0ECIFICATIONS. REFER TO
CATCHMENT PLAN C261 F
OR ROOF
AREA TO BE DIRECTED TO THIS LIN
E.
LINE C MIN.Ø225 @
0.5% HARDSTAND
AND LANDSCAPE COLLE
CTION LIN
E,
THIS LIN
E TO BE STRAPPED AGAINST
BASEMENT WALL B
ELOW AND TO BE
BUILDING HYDRAULIC CONSULTANT'S
SP0ECIFICATIONS. REFER TO
CATCHMENT PLAN C261 F
OR ROOF
AREA TO BE DIRECTED TO THIS LIN
E.
LINE D MIN.Ø225 @
0.5% HARDSTAND
AND LANDSCAPE COLLE
CTION LIN
E.
THIS LIN
E TO BE BURIED BELOW
TERRACES AND OUTSIDE BASEMENT
WALL. D
ETAILS TO BE BUILDING
HYDRAULIC CONSULTANT'S
SPECIFICATIONS. REFER TO
CATCHMENT PLAN C261 F
OR ROOF
AREA TO BE DIRECTED TO THIS LIN
E.
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
LINE C TO CONNECT INTO ENVIROPOD
CHAMBER AT AN INVERT LEVEL NO
LOWER THAN 62.30 T
O ENSURE
500mm DROP ACROSS THE
ENVIROPOD
PROVIDE SEALED BLOCKOUT UNTIL
DOWNSTREAM STORMWATER
DETENTION SYSTEM FOR THE ROAD
DRAINAGE IS CONSTRUCTED
ROAD 3
FD
OSD
V≈250m
³
TWL =63.24
GD
GD
GD
GD
GD
GD
GD
FD
FD
FD
FD
FD
GD
GD
OSD TANK AND RAINWATER TANK
REFER TO SECTION AND DETAILS ON
DWG. C210
Ø375
DISSIPATION CHAMBER 63.50
O1
O2
O4
O3
O5 O6
O7
O8
O9
GD
GD
GD
GD
GD
GD
GD
GD
GD
GD
GD
GD
GD
Ø3 75
SURFACE INLET PIT WITH MEDIUM
DUTY GRATE, CLASS C. PIT TO BE
FITTED WITH ENVIROPOD PIT
BASKET
C2
FALL
FFL 66.10
Ø100uPVC
@ 1% MIN.
FALL
FALL
FALL
FALL
Ø100uPVC @
1% MIN.
900x900 GRATED
SURFACE INLET PIT,
MEDIUM DUTY CLASS C.
PIT TO BE FITTED WITH
ENVIROPOD PIT BASKET
11xPSORB STORMFILTERS.
MIN.CHAMBER SURFACE
AREA = 16.1m
²
FIRST FLUSH CHAMBER
BUILT INTO TANK
FALL
FALL
FALL
T1
T2
O10
75kL RAINWATER
TANK
3M LONG INTERNAL W
EIR
1C210
O/F
7
3 0.9 2.3 21
O11
63.50
ENVIROPOD CHAMBER
Ø375
SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: RL 64.038 A
HD
ORIGIN OF LEVELS:PM 29280
20m16
84
SCALE 1:200
120
12
34
Date
Sca
le
Title
Pro
ject
Dra
win
g n
um
ber
Dra
wn
Checked
Revis
ion
Desig
ned
Appro
ved
This
dra
win
g a
nd
de
sig
n re
ma
ins th
e p
rop
erty
of H
enry
& H
ym
as a
nd m
ay n
ot b
ecopie
d in
who
le o
r in p
art w
ithout th
e p
rior w
ritten
ap
pro
val o
f Henry
& H
ym
as.
Arc
hite
ct
Clie
nt
RE
VIS
ION
AM
EN
DM
EN
TD
AT
ER
EV
ISIO
NA
ME
ND
ME
NT
DA
TE
DE
SIG
NE
DD
RA
WN
DE
SIG
NE
DD
RA
WN
Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@
hhconsult.c
om.au
www.henryandhymas.com.au
Glo
ba
l-Ma
rk.c
om
.au
®
01
15
A0
6_
DA
_C
155
CU
DG
EG
ON
G T
OW
N C
EN
TR
E
CU
DG
EG
ON
G R
OA
D, R
OU
SE
HIL
L N
SW
GR
OU
ND
LV
L P
LA
N, S
HE
ET
1 O
F 2
M.S
timova
T.D
em
psey
T.D
em
psey
A.F
rancis
JU
NE
2017
1:2
00
@ A
1
RE
ST
IFA
& P
AR
TN
ER
S P
TY
LT
D
TU
RN
ER
REFER TO DRAWING 15A06_DA_C156 FOR CONTINUATION
NOTES:
•SUBSOIL D
RAINAGE FOR LANDSCAPE AREAS (INCLUDING
PLANTERS IS NOT SHOWN FOR THE DA STAGE
•INTERNAL DRAINAGE, INCLUDING FLOOR DRAINS AND GRATED
DRAINS WILL B
E DOCUMENTED BY THE HYDRAULIC
CONSULTANT AT CC-STAGE.
01FOR DA ONLY
MS
TD
23.06.2017
DEVELOPED SITE STAGE - NORTH WEST LOT
GROUND LVL PLAN
SCALE 1:200
LEGEND
PROPOSED JUNCTION PITS
PROPOSED SURFACE INLET PITS
PROPOSED LIN
TEL ONGRADE & SAG PITS
PROPOSED PIT TAG
-A1
LINE LETTER
PIT NUMBER
PROPOSED STORMWATER PIPE
PROPOSED SPOT LEVEL
62.80
PROPOSED BOUNDARY
PROPOSED CONTOURS
65.90
PROPOSED CONNECTION LIN
E
FALL LIN
E
PROPOSED RETAINING WALL
RW
PROPOSED GRATED DRAIN
PROPOSED OVERFLOW DIRECTION
O/F
INVERT LEVEL
IL 4.46
PROPOSED SURFACE INLET PITS
FD
FUTURE CONNECTION STORMWATER PIPE
Page 15
62.00
62.10
62.2062.20
62.20
62.3062.30
62.4062.40
62.50
62.50
62.60
62.60
62.7062.70
62.8062.80
62.90
62.90
63.0063.00
63.1063.10
63.2063.20
63.30
63.30
63.40
63.40
63.5063.50
63.60
63.60
63.70
63.70
63.80
63.80
63.9063.90
64.0064.00
64.10
64.10
64.2064.20
64.30
64.30
64.4064.40
64.5064.50
64.6064.60
64.7064.70
64.8064.80
64.90
64.90
64.90
65.0065.00
65.10
65.1065.20
65.2065.30
65.30
65.40
65.40
65.40
65.50
65.50
65.50
65.60
65.60
65.60
65.70
65.70
65.70
65.80
65.80
65.80
65.90
65.90
65.90
66.00
66.00
66.00
66.10
66.10
66.10
66.20
66.20
66.20
66.30
66.30
66.30
66.40
66.40
66.40
66.50
66.50
66.50
66.60
66.60
66.60
66.70
66.70
66.70
66.80
66.80
66.80
66.90
66.90
66.90
67.00
67.00
67.00
67.10
67.10
67.10
67.20
67.20
67.20
67.30
67.30
67.30
67.30
67.40
67.40
67.50
67.50
67.60
67.60
67.70
67.70
67.80
67.80
67.30
65.00
62.10
62.10
62.20
62.30
62.40
62.50
62.60
62.70
62.80
62.90
63.00
63.10
63.20
63.30
63.40
63.50
63.60
63.70
63.80
63.90
64.00
64.10
64.20
64.30
64.40
64.50
64.60
64.7064.80
64.80
64.9064.90
64.90 65.00 65.1065.20
65.3065.40
65.40
65.50
65.50
65.60
65.60
65.70
65.70
65.80
65.80
65.90
65.90
66.00
66.00
66.10
66.10
66.20
66.20
66.30
66.30
66.40
66.40
66.50
66.50
66.60
66.60
66.70
66.70
66.80
66.80
66.90
66.90
67.00
67.00
67.10
67.10
67.20
67.20
67.20
67.30
67.30
67.30
67.40
67.40
67.40
67.50
67.50
67.50
67.6067.60
67.7067.70
67.80
64.80
64.80
62.00
61.90
61.80
MAIN ROAD
ROAD 2
K&G
K&G
K&G
K&G
K&G
K&G
K&G
K&G
K&G
ROAD 4
DD
DD
KO
KO
KO
KO
DD
DD
K&G
B5
B4
B3
B2
A3
A2
I1
N1
M3
M2
M1
K2
H4
K1
H3
H2
J1
H1
LINE G MIN.Ø225 @
0.5% HARDSTAND
AND LA
NDSCAPE COLLE
CTION LIN
E,
THIS LIN
E TO BE STRAPPED AGAINST
BASEMENT W
ALL B
ELO
W AND TO BE
BUILD
ING HYDRAULIC
CONSULTANT'S
SP0E
CIFICATIONS. R
EFER TO
CATCHMENT PLAN C262 F
OR ROOF
AREA TO BE DIRECTED TO THIS LIN
E.
LINE F TO CONNECT IN
TO ENVIROPOD
CHAMBER AT AN IN
VERT LE
VEL N
O
LOWER THAN 60.95 T
O ENSURE
500mm DROP ACROSS THE
ENVIROPOD.
LINE G TO CONNECT IN
TO
IN-GROUND DRAINAGE LIN
E
AT THIS POINT
IL61.30 THIS IN
VERT LE
VEL
CANNOT BE LO
WER AS THE
PIT NEEDS TO ALLO
W FOR
A 500m
m DROP FOR AN
ENVIROPOD PIT BASKET
LINE E.MIN.Ø225m
m @
0.5% RW TANK
COLLE
CTION LIN
E. THIS LIN
E TO BE
STRAPPED AGAINST BASEMENT WALL
BELO
W AND TO BE TO BUILD
ING
HYDRAULIC
CONSULTANT'S
SPECIFICATIONS. R
EFER TO
CATCHMENT PLAN C262 F
OR ROOF
AREA TO BE DIRECTED TO THIS LIN
E.
LINE F. M
IN.Ø225 @
0.5% HARDSTAND
AND LA
NDSCAPE COLLE
CTION LIN
E.
THIS LIN
E TO BE STRAPPED AGAINST
BASEMENT W
ALL B
ELO
W AND TO BE
BUILD
ING HYDRAULIC
CONSULTANT'S
SP0E
CIFICATIONS. R
EFER TO
CATCHMENT PLAN C262 F
OR ROOF
AREA TO BE DIRECTED TO THIS LIN
E.
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
P3
FD
FD
FD
FD
FD
FD
FD
GD
GD
GD
GD
GD
GD
GD
GD
GD
IL61.56
26m1.0%IL61.30
O/FO/F
IL59.90
RW TANK
V≈65kL
DISSIPATION CHAMBER
65.00
62.70
CHAMBER TO ACCOMMODATE
FIRST FLU
SH DEVICE.
9m8m
IL60.50
8.5m1.0%IL60.40
GD
GD
GD
GD
GD
GD
GD
GD
GD
2.20.92
9xPSORB STORMFILT
ER CARTRIGES
MIN.S.A=14.1m
² IN CHAMBER
4m SF W
EIR WALL
BELO
W
PIT TO ACCOMMODATE
EPOD - 500m
m
Ø525
IL59.80
P4
Q2
Q1
Q3
1C211
FALL
FALL
FALL
FALL
FALL
FFL 65.00
FD
FALL
FALL
FALL
FALL
P6
P5
GD
900x900 GRATED
SURFACE IN
LET PIT,
MEDIUM DUTY CLASS
C. P
IT TO BE FITTED
WITH ENVIROPOD PIT
BASKET.
900x900 GRATED
SURFACE IN
LET PIT,
MEDIUM DUTY CLASS
C. P
IT TO BE FITTED
WITH ENVIROPOD PIT
BASKET.
GRATED DRAINS (T
YP.) T
O CAST IN
TO
GROUND LE
VEL S
LAB AND THEN
DRAINAED TO LIN
E B IN
LOWER
BASEMENT LE
VEL.
62.30
62.40
PROVIDE 300m
m
MOUNDING ALO
NG
BOUNDARY AS IN
DICATED
20m16
84
SCALE 1:200
120
12
34
REFER TO DRAWING 15A06_DA_C155 FOR CONTINUATION
Date
Sca
le
Title
Pro
ject
Dra
win
g n
um
ber
Dra
wn
Checked
Revis
ion
Desig
ned
Appro
ved
This
dra
win
g a
nd
de
sig
n re
ma
ins th
e p
rop
erty
of H
enry
& H
ym
as a
nd m
ay n
ot b
ecopie
d in
who
le o
r in p
art w
ithout th
e p
rior w
ritten
ap
pro
val o
f Henry
& H
ym
as.
Arc
hite
ct
Clie
nt
RE
VIS
ION
AM
EN
DM
EN
TD
AT
ER
EV
ISIO
NA
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Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@
hhconsult.c
om.au
www.henryandhymas.com.au
Glo
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D
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RN
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SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: R
L 64.038 AHD
ORIGIN OF LE
VELS:PM 29280
01ISSUED FOR DA
MS
TD
23.06.2017
DEVELO
PED SITE STAGE - N
ORTH EAST LO
T
GROUND LV
L PLAN
SCALE
1:200
NOTES:
•SUBSOIL D
RAINAGE FOR LA
NDSCAPE AREAS (IN
CLU
DING
PLA
NTERS IS
NOT SHOWN FOR THE DA STAGE
•INTERNAL D
RAINAGE, IN
CLU
DING FLO
OR DRAINS AND GRATED
DRAINS W
ILL BE DOCUMENTED BY THE HYDRAULIC
CONSULTANT AT CC-STAGE.
LEGEND
PROPOSED JU
NCTION PITS
PROPOSED SURFACE IN
LET PITS
PROPOSED LIN
TEL O
NGRADE & SAG PITS
PROPOSED PIT TAG
-A1
LINE LE
TTER
PIT NUMBER
PROPOSED GRATED DRAIN
EXISTING STORMWATER PIPE
PROPOSED STORMWATER PIPE
PROPOSED BATTER LIN
E
PROPOSED SPOT LE
VEL
65.00
PROPOSED RETAINING WALL
RW
PROPOSED BOUNDARY
40.125Ø425R
CP
20.450m1.5%39.818
STORMWATER UPSTREAM IN
VERT RL.
STORMWATER PIPE DIAMETER & CLASS
STORMWATER PIPE LE
NGTH
STORMWATER PIPE GRADE
STORMWATER DOWNSTREAM IN
VERT RL.
PROPOSED OVERFLO
W DIRECTION
O/F
PROPOSED CONTOURS
63.30
PROPOSED FLO
OR DRAIN
INVERT LE
VEL
IL 4.46
FD
GD
PROPOSED COLLE
CTION LIN
E
FUTURE CONNECTION STORMWATER PIPE
Page 16
Date
Sca
le
Title
Pro
ject
Dra
win
g n
um
ber
Dra
wn
Checked
Revis
ion
Desig
ned
Appro
ved
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Surv
eyor
DE
SIG
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DE
SIG
NE
DD
RA
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Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@
hhconsult.c
om.au
www.henryandhymas.com.au
Glo
ba
l-Ma
rk.c
om
.au
®
01
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NO
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RE
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IFA
& P
AR
TN
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TY
LT
D
TU
RN
ER
SURVEY
INFORMATION
SURVEYED BY USHER & COMPANY
DATUM: RL 64.038 A
HD
ORIGIN OF LEVELS:PM 29280
CL
O.D.
TRENCH WIDTH = O
.D.+600
300
100
100mm MIN. THICK TOP SOIL
COMPACTED TO 98%
SMDD
IN 150m
m(MAX.) LA
YERS
HAUNCH ZONE
BED ZONE
COMPACTED NON
COHESIVE BACKFILL =1/3 O
.D.
COMPACTED TO 100%
SMDD
IN 2x150m
m(MAX.) LA
YERS
COMPACTED TO 95%
SMDD
IN 250m
m(MAX.) LA
YERS
ORDINARY FILL F
REE FROM
CLAY LUMPS EXCEEDING 75m
m,
STONES EXCEEDING 25m
m AND
CONTAMINATE MATERIALS
(H1 & H2 SUPPORT)
SCALE 1:20
PIPE TRENCH INSTALLATION
IN LANDSCAPE AREAS
100Ø A.G. PIPE 3m IN LENGTH
DRAINING IN DIRECTION OF FALL
OF PIPE TO DOWNSTREAM PIT.
PIPE TO BE WRAPPED IN GEOFABRIC
700
IF APPLICABLE
300 MIN.
TOP LAYER
CL
(HS SUPPORT TO BE USED UNDER ROADWAY)
SCALE 1:20
O.D.
>=0.2D
&
x
DESIGN PAVEMENT
SUBGRADE LEVEL
COMPACTED TO 98%
SMDD
IN 150m
m (MAX.) LA
YERS
COMPACTED TO 100%
SMDD
IN 2x150m
m(MAX.) LA
YERS
COMPACTED TO 95%
SMDD
IN 250m
m (MAX.) LA
YERS
ORDINARY FILL F
REE FROM
CLAY LUMPS EXCEEDING 75m
m,
STONES EXCEEDING 25m
m AND
CONTAMINATE MATERIALS
PIPE TRENCH INSTALLATION
BENEATH PAVEMENT
300 MIN.
TOP LAYER
700
IF APPLICABLE
y MIN 300
z>=0.7D
TABLE 1
GRADING
TABLE 2
GRADING
>=0.3m
NOTE:
TYPE HS2 TO BE USED AS A
TYPICAL SUPPORT FOR
TRENCHES UNDER ROADWAY
UNLESS SPECIFIED SEPERATELY
HAUNCH ZONE
BED ZONE
TYPICAL STEP IRON DETAIL
SCALE 1:10
ELEVATION
300
350
100
220
45
R20 G
ALV. STEEL M.S.
@ 300 C
TRS
PLAN
SECTION
ELEVATION
300
300
600 LAP
600 LAP
150 WALL - C
ORNER DETAIL
SCALE 1:20
1000 max.
500 max.
'T'
200
600 lap
2-N16
450 lap
'T'
N16 @
200 CENTRES
EACH WAY EACH FACE
PIT REINFORCMENT
SHOWN DOTTED
HAUNCH DETAIL -T
YPICAL
N.T.S.
HAUNCH DETAIL -T
YPICAL
N.T.S.
N16@
200
CENTRES
600 LAP
200 WALL - C
ORNER DETAIL
300 COG
300 COG
600 LAP
SCALE 1:20
2000mm
12001600
4000
200400
800
SCALE 1:20
A = 900
H
A
H
A
B
PIPE DIA. + 150
A = 600 F
OR PIPES UP TO 375 D
IA.
PIT CHAMBER DIMENSIONS
FOR PIPES UP TO 600 D
IA.
PIT CHAMBER FOR PIPES
GREATER THAN 600 D
IA.
H = 0-900m
m - A
xB = 600x600m
m
H = 900-1200m
m - A
xB = 900x600m
m
H = >1200m
m - A
xB = 900x900m
m
FOR B = 600m
m - MAX. SIDE ENTRY PIPE AT 45° S
KEW = 225m
m
FOR B = 900m
m - MAX. SIDE ENTRY PIPE AT 45° S
KEW = 375m
m
FOR B = 1200m
m - MAX. SIDE ENTRY PIPE AT 45° S
KEW = 600m
m
FOR B = 1500m
m - MAX. SIDE ENTRY PIPE AT 45° S
KEW = 825m
m
FOR B = 1900m
m - MAX. SIDE ENTRY PIPE AT 45° S
KEW = 1050m
m
FLOW
FLOW
FLOW
PIT CHAMBER FOR
SIDE ENTRY ON SKEW
TYPICAL PIT CHAMBER SIZES
IT IS THE CONTRACTORS RESPONSIBILITY TO SELECT PIT CHAMBER SIZE WITH REGARDS TO PIPE SIZE, DEPTH TO
INVERT AND SKEW ANGLE. REFER SKETCHES BELOW.
SELECT PIT CHAMBER USING THE STEPS BELOW:
SELECT PIT CHAMBER SIZE DEPENDING ON THE PIPE DIAMETERS.
CHECK PIT CHAMBER SIZE TO SATISFY DEPTH TO INVERT REQUIREMENTS.
CHECK PIT CHAMBER DIMENSIONS TO SATISFY THE SKEW ANGLE IN THE TABLE.
SECTION
SECTION
PLAN
PIT SIZE & DEPTH
REQUIREMENTS
123
11
2
3
FOR REINFORCEMENT TO WALLS
AND FLOOR OF PITS (WHERE
REQUIRED) REFER TO NOTES 10
AND 21.
FOR REINFORCEMENT TO HAUNCH SEE BELOW
NTS
NTS
NTS
PIT LID SCHEDULE
PIT/STRUCTURE NUMBER
DESCRIPTION
DRAINAGE NOTES:
1. ALL S
TORMWATER WORK TO COMPLY WITH AS 3500 P
ART 3.
2. CONTRACTOR SHALL B
E RESPONSIBLE FOR MAINTAINING THE MINIMUM COVER OF 600m
m ON ALL
PIPES.
3. PROTECTION OF PIPES DUE TO LOADS EXCEEDING W7 WHEEL LO
AD SHALL B
E THE CONTRACTOR'S
RESPONSIBILITY.
4. BEDDING TYPE SHALL B
E TYPE H2 FOR RCP. WHERE NECESSARY THE OVERLAY ZONE SHALL B
E
REDUCED TO ACCOMMODATE PAVEMENT REQUIREMENTS. REFER TO THIS DRAWING FOR DETAILS.
5. MINIMUM COVER OVER EXISTING PIPES FOR PROTECTION DURING CONSTRUCTION SHALL B
E 800m
m.
6. NO CONSTRUCTION LOADS SHALL B
E APPLIED TO PLASTIC PIPES.
7. FINISHED SURFACE LEVELS SHOWN ON LAYOUT PLAN DRGS TAKE PRECEDENCE OVER DESIGN
DRAINAGE SURFACE LEVELS.
8. ALL P
IPES UP TO AND INCLUDING 300 D
IA. SHALL B
E SOLVENT OR RUBBER RING JOINTED PVC CLASS
SH PIPE TO AS1260. A
LL OTHER PIPES TO BE RCP USING CLASS 2 RUBBER RING JOINTED PIPE. HARDIES
FRC PIPE MAY BE USED IN LIEU OF RCP IF DESIRED IN GROUND. ALL A
ERIAL PIPES TO BE PVC CLASS SH.
9. ALL P
ITS IN NON TRAFFICABLE AREAS TO BE PREFABRICATED POLYESTER CONCRETE "POLYCRETE"
WITH "LIG
HT DUTY" CLASS B GALV. MILD STEEL GRATING AND FRAME.
ALL P
ITS IN TRAFFICABLE AREAS (CLASS "D" LO
ADING MAX) TO HAVE 150m
m THICK CONCRETE WALLS
AND BASE CAST IN-SITU f'c=32 M
Pa, REINFORCED WITH N12-200 B
OTH LOADING WAYS CENTRALLY PLACE
.U.N.O. ON SEPARATE DESIGN DRAWINGS IN THIS SET. GALV.MILD STEEL GRATING AND FRAME TO SUIT
DESIGN LOADING. PRECAST PITS, RECTANGULAR OR CIRCULAR IN SHAPE, MAY BE USED IN LIEU AND
SHALL C
OMPLY WITH RELEVANT AUSTRALIAN STANDARDS.
10. ALL P
ITS, GRATINGS AND FRAMES SHALL B
E INSTALLED IN ACCORDANCE WITH THE
MANUFACTURERS SPECIFICATION AND TO BE IN ACCORDANCE WITH AS3500.3 A
ND AS3996.
11. PIT CHAMBER DIMENSIONS ARE TO BE SELECTED TO SATISFY THE FOLLOWING:
- PIPE SIZE
- DEPTH TO INVERT
- SKEW ANGLE
REFER TYPICAL PIT CHAMBER DETAILS BELOW
IF PIT LID SIZE IS SMALLER THAN THE PIT CHAMBER SIZE THEN THE PIT LID IS TO BE CONSTRUCTED ON
THE CORNER OF THE PIT CHAMBER WITH THE STEP IRONS DIRECTLY BELOW. ALTERNATIVELY THE PIT
LID TO BE USED, IS TO BE THE SAME SIZE AS THE PIT CHAMBER.
12. FOR PIPE SIZES GREATER THAN Ø300m
m, PIT FLOOR IS TO BE BENCHED TO FACILITATE FLOW.
13. GALVANISED STEP IRONS SHALL B
E PROVIDED AT 300 C
TS FOR PITS HAVING A DEPTH EXCEEDING
1200mm. SUBSOIL DRAINAGE PIPE SHALL B
E PROVIDED IN PIPE TRENCHES ADJACENT TO INLET PIPES.
(MINIMUM LENGTH 3m).
14. ALL S
UBSOIL PIPES SHALL B
E 100m
m SLOTTED PVC IN A FILTER SOCK, UNO, WITH 3m INSTALLED
UPSTREAM OF ALL P
ITS.
15. ALL P
IPEWORK SHALL H
AVE MINIMUM DIAMETER 100.
16. MINIMUM GRADE FOR ROOFWATER DRAINAGE LINES SHALL B
E 1%.
17. ALL P
IPE JUNCTIONS AND TAPER UP TO AND INCLUDING 300 D
IA. SHALL B
E VIA PURPOSE MADE
FITTINGS.
18. ALL R
OOF DRAINAGE TO BE INSTALLED IN ACCORDANCE WITH AS3500, P
ART 3. T
ESTING TO BE
UNDERTAKEN AND REPORTS PROVIDED TO THE SUPERINTENDENT.
19. LOCATION OF THE DIRECT DOWN PIPE CONNECTIONS MAY VARY ON SITE TO SUIT SITE CONDITIONS,
WHERE CONNECTION SHOWN ON LONG SECTIONS CHAINAGES ARE INDICATIVE ONLY.
20. PITS IN EXCESS OF 1.5 m
DEEP TO HAVE WALL A
ND FLOOR THICKNESS INCREASED TO 200m
m.
REINFORCED WITH N12@
200 CTS CENTRALLY PLACED BOTH WAYS THROUGHOUT U.N.O.ON SEPARATE
DESIGN DRAWINGS IN THIS SET. IF DEPTH EXCEEDS 5m CONTACT ENGINEER.
21. SUBSOIL DRAINAGE LINES FOR LANDSCAPE AREA NOT SHOWN ON THESE DRAWINGS. REFER TO
LANDSCAPING PLANS FOR DETAILS.
22. ALL S
TORMWATER PITS TO HAVE Ø100 uP
VC SLOTTED SUBSOIL PIPES CONNECTED TO THEM. THESE
SUBSOILS TO EXTEND 3m UPSTREAM OF THE PIT AT A MINIMUM GRADE.
TABLE 2
SIEVE SIZE (MM)
WEIGHT PASISNG (%)
19.0100
2.36100 T
O 50
0.6090 T
O 20
0.3060 T
O 10
0.1525 T
O 0
0.07510 T
O 0
TABLE 1
SIEVE SIZE (MM)
WEIGHT PASISNG (%)
75.0100
9.5100 T
O 50
2.36100 T
O 30
0.6050 T
O 15
0.07525 T
O 0
TABLE 3
SUPPORT TYPE
BED ZONE X
HAUNCH ZONE Y
BED AND HAUNCH
ZONES
COMPACTION
MAX BEDDING
FACTOR
HS1
100 IF D<=1500, O
R
150 IF D>=1500
0.1D50
2.0
HS2
0.3D60
2.5
HS3
0.3D70
4.0
-A2
01ISSUED FOR DA
MS
TD
23.06.2017
ON GRADE KERB INLET PIT WITH 1.8m
LINTEL AND HEAVY DUTY
GRATED LID CLASS "D" IN ACCORDANCE WITH BLACKTOWN CITY
COUNCIL'S REQUIREMENTS OR EQUAL APPROVED EQUIVALENT
THESE PITS TO BE INSTALLED WITH ENVIROPOD PIT BASKETS
AND OILSORBS.
-B2
-B3
-B5
-D2
-D3
-D4
-E1
-E2
-E3
-E4
-E5
-E5
-E6
-F1
-K1
-K2
-K3
-K4
-J1-H1
-H2
-H3
-H4
-H5
SAG INLET PIT WITH 3.0m
LINTEL AND HEAVY DUTY GRATED LID
CLASS "D" IN ACCORDANCE WITH BLACKTOWN CITY COUNCIL'S
REQUIREMENTS OR EQUAL APPROVED EQUIVALENT.
THESE PITS TO BE INSTALLED WITH ENVIROPOD PIT BASKETS
AND OILSORBS.
-D1-
A1a
-A4
INLET PIT WITH 900x900 H
INGED MEDIUM DUTY GRATED LID
CLASS "C" IN ACCORDANCE WITH BLACKTOWN CITY COUNCIL
BAY REQUIREMENTS.
-M1
-M2
INLET PIT WITH 900x900 H
INGED HEAVY DUTY V - GRATE LID
CLASS "D" IN ACCORDANCE WITH BLACKTOWN CITY COUNCIL
BAY REQUIREMENTS. THESE PITS TO BE INSTALLED WITH
ENVIROPOD PIT BASKETS AND OILSORBS.
-C3-
M3
-N1
JUNCTION PIT WITH 900x900 H
INGED HEAVY DUTY SEALED LID
CLASS "D" IN ACCORDANCE WITH BLACKTOWN CITY COUNCIL
REQUIREMENTS OR EQUAL APPROVED EQUIVALENT.
-C2
-A1
-W1
900x900 HINGED LIG
HT DUTY SEALED LID CLASS "B" IN
ACCORDANCE WITH BLACKTOWN CITY COUNCIL REQUIREMENTS
OR EQUAL APPROVED EQUIVALENT.
-O1
-W2
-W3
-W4
-W5
-W6
-W7
-W8
-Z1
-Z2
-Z3
-Z4
-Z5
-Z6
-Z7
-Z8
-Z9
SAG INLET PIT WITH 2.4m
LINTEL AND HEAVY DUTY GRATED LID
CLASS "D" IN ACCORDANCE WITH BLACKTOWN CITY COUNCIL'S
REQUIREMENTS OR EQUAL APPROVED EQUIVALENT.
THESE PITS TO BE INSTALLED WITH ENVIROPOD PIT BASKETS
AND OILSORBS.
-O2
-O3
-O4
-P3
-O5
-O6
-O7
-O8
-O10
-Q1
-Q2
-P4
-A3
-T1
-T2
-P5
-Q3
-011
-P6
THESE PITS TO BE INSTALLED WITH
ENVIROPOD PIT BASKETS AND OILSORBS.
