CABWATER
STANDARD DRAWINGS
GENERAL
Drawing No.
CAB-G01
CAB-G01-1
Rev.
B
X-orig.
Date
08/06
08/07
Description
Water and Sewerage Reticulation - As Constructed Details.
Sewerage Reticulation - Typical Design Plan Details
CAB-G01-2
X-orig.
08/07
Water / Recycle Reticulation - Typical Design Plan Details
CAB-G01-3
X-orig.
08/07
Sewerage Reticulation - Typical Longitudinal Section Details
CAB-G02
CAB-G03
A
08/07
X-orig. 10/03
Aluminium Access Lids - General Arrangement.
Aluminium Access Lids - Details.
CAB-G04
X-orig. 10/03
Aluminium Ladders - Details.
WATER
CAB-W01
B
08/06
CAB-W02
C
10/07
Typical Water Service & Conduit Details incl. Conduit Marker
Detail.
Water Meter Detail Greater than 50mm.
CAB-W03
X-orig. 10/03
Fire Hydrant Box and Valve Box - Detail Plan.
SEWERAGE
CAB-S01
B
08/06
Sewerage House Drain Connection - Detail Plan.
CAB-S01-1
X-orig.
08/07
Sewerage House Drain - Manhole Connection - Detail Plan
CAB-S02
E
10/07
Submersible Pump Station - Typical Site Plan Details & Notes.
CAB-S03
D
10/07
CAB-S04
C
07/07
2440 dia. Duplex Submersible Pump Station - Roof Slab Layout
& Pipe Arrangement Plan.
2440 dia. Duplex Submersible Pump Station - Sectional Details.
CAB-S05
E
10/07
CAB-S06
D
07/07
CAB-S07
B
02/07
CAB-S08
A
08/07
CAB-S09
A
08/06
ELECTRICAL
A
CAB-S20
01/08
CAB-S21
B
01/08
CAB-S22
B
01/08
CAB-S23
B
01/08
Simplex P.S. =<5.5Kw Equipment Schedule
CAB-S24
B
01/08
Simplex P.S. =<5.5Kw Panel Arrangement and Const. Notes
CAB-S25
X-orig.
01/08
CAB-S26
X-orig.
01/08
CAB-S27
X-orig.
01/08
CAB-S28
X-orig.
01/08
Duplex P.S. =<5.5Kw Equipment Schedule
CAB-S29
X-orig.
01/08
Duplex P.S. =<5.5Kw Panel Arrangement and Const. Notes
1800dia. "Simplex" Submersible Lift Station - General
Arrangement & Notes.
1800dia. "Simplex" Submersible Lift Station - Pipe Arrangement
Plan & Sectional Details.
Submersible Pump Station - General Details.
22/01/2008 2:31:29 PM, 1:1
Sewer Pressure mains Ø100 to Ø225 - Scour and Gas Release
Valve Details.
Sewer Rising Main Discharge to Gravity Sewer - Detail Plan
Amendment 01/08
7
50
Ø 1 VC
uP .54 1
78 P E H)
TY ( S E
8
SN
14
HCB CH12.0
OFFSET 0.7m
TYPE D
SL 11.302
IL 10.255
9
Ø
5m
1.
11
LOT 10
RP123456
HCB CH7.1
OFFSET 2.5m
TYPE E
SL 11.878
IL 10.644
REVISIONS
B REVISED NOTES, DIMENSIONS ADDED
A REVISED SINGLE CONDUIT CROSSING
ORIGINAL ISSUE
.96
L9
Ø1
uP 50
68 VC
.
3
T
S N Y PE 2
8(
SE 1
H)
12
SWABBING CHAMBER
PRESSURE REDUCING VALVE
NON-RETURN VALVE (REFLUX)
LEGEND - SEWERAGE
MANHOLE
HOUSE CONNECTION BRANCH
2
4
L8
DIL 8.835
m
5.07
LOT 17
RP123456
INIT
MANHOLE NUMBER
LINE NUMBER
.90
1m
SEWER NOTES:
2
7
HCB CH4.0
OFFSET 1.2m
TYPE E
SL 11.751
IL 9.623
5
8.79
LOT 16
RP123456
3.1
UIL
Ø150
uPVC
58.50
UIL 9.225
TYPE 1
SN8 (SEH)
3
HCB CH33.25
4.35m
OFFSET 1.0m
7
TYPE E
SL.13.425
SL 13.218
IL 9.873
CABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.
PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES.
FLUSHING POINT
7
DI
1m
STOP VALVE
LOT 1
RP123456
RESERVE FOR
PARK
HCB CH5.0
OFFSET 2.8m
TYPE D
SL 11.555
IL 9.987
3m
5.7
UI
3.3 1m
m
1.2
5
.25 m
L 9 4.21
DI
HCB CH2.52
OFFSET 1.3m
TYPE E
SL 13.106
IL 10.875
LOT 15
RP123456
LOT 9
RP123456
m HCB CH3.66
1.5
OFFSET 2.5m
TYPE E
SL 13.119
IL 11.667
FIRE HYDRANT
CONDUIT
5.1
50
Ø1 VC
uP .30
52 E 1 )
P
H
TY (SE
8m
8
3.9
SN
HCB CH21.58
OFFSET 1.2m
TYPE E
SL 13.284
IL 11.867
LEGEND - WATER
REDUCER
13
LOT 14
RP123456
m
13
8
LOT 11
RP123456
1.5
HCB CH44.0
OFFSET 2.6m
TYPE D
SL 11.345
IL 9.975
1.2m
1.5m
SL.13.757
10
SL.11.000
m
1.2
4
.60
7
L9
UI
4
HCB CH29.81
OFFSET 2.8m
TYPE D
SL 14.553
IL 12.777
4 .5
5m
LOT 8
RP123456
1.2m
19.57m
9.6
09
FLUSHING
POINT
6
DIL
1
95
16
CL
.2
10
PE
LOT 12
RP123456
HCB CH0.0m
OFFSET 2.7m
TYPE STUB
SL 13.757
IL 12.400
2 .8
8m
TYPICAL MANHOLE
(DIAGRAMMATIC)
L
DI
63
LOT 13
RP123456
4
2.42m
LOT 7
RP123456
2m
1.
SL.11.616
1. The identification number of any pump station
within the shire shall be indicated where
applicable.
1m
DATE
B.M. 8/06
B.M. 3/04
DW
NOT
TO
SCALE
Manager
Business &
Planning
Manager
Design
Engineer
AB
15/08/2007 2:34:06 PM, 1:1.00303
1.2m
m
2
LEVEL FOR "WORKS
AS CONSTRUCTED"
13
36
5.
1.2m
5
LENGTH FOR "WORKS AS CONSTRUCTED"
CL OF MANHOLE
LOT 6
RP123456
4m
Ø100 uPVC
CL16
2.3
HCB CH45.3
OFFSET 0.7m
TYPE D
SL 12.087
IL 10.791
3
LEVEL FOR "WORKS
AS CONSTRUCTED"
1
S WD
S WD
S WD
W
Sewerage Reticulation Notes
E
W
R
E
E
E
RW
RW
RW
S
R
W
S
R
W
SWD
E
E
S
10. All house connections joining to sewers deeper than 2.1m are to be
constructed of Suggden fittings.
RW
E
11. The location of existing services as shown are indicative only and the
contractor must confirm the location of all services before commencing
construction.
RW
SWD
E
W
159
E
S
W
S
W
W
156
W
E
SWD
SWD
E
W
R
RW
S
W
161
W
155
SWD
SWD
SWD
W
RW
S
SWD
RW
W
135
139
RW
RW
S
SWD
SWD
160
E
STAGE #
W
SWD
R
E
R
W
137
SWD
RW
W
D
SW
W
RW
154
SWD
SWD
W
RW
RW
RW
RW
RW
W
W
W
SWD
SWD
SWD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
RW
W
W
SWD
RW
RW
W
153
SWD
152
PATHWAY
SWD
W
SWD
W
SWD
W
SWD
W
W
W
SWD
151
S
185
186
188
189
INIT
191
192
193
163
164
B.M.
8/07
CABWATER
Cabwater
Manager
RW
SWD
DATE
NOT
TO
SCALE
ORIGINAL ISSUE
190
STAGE #
REVISIONS
CABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR
PERSONS WITH A DISABILITY. PLEASE ENSURE PROVISION
AND/OR REINSTATEMENT OF FACILITES.
W
187
Planning &
Design
Manager
Design
Engineer
STANDARD DRAWING
SEWERAGE RETICULATION
TYPICAL DESIGN PLAN DETAILS
SWD
DRAWING No.
REV.
CAB-G01-1
A3
15/08/2007 11:48:32 AM, 1:1
RW
162
136
SWD
W
RW
SWD
SWD
RW
138
150
E
S
W
148
147
RW
12. Pipe bedding and trench compaction to conform to WSA-02 Sewerage
Reticulation Code of Australia requirements.
SWD
SWD
SWD
R
134
E
146
149
Sewerage and roofwater connection points must be separated by at
least 3.0m
R
W
RW
S
W
157
W
W
RW
140
144
143
9.
R
W
145
142
Where sewers are located in adjoining properties, house connections
shall extend 1.5m into the property being served.
W
D
SW D
SW D
SW
W
8.
11
W
W
All house connection branches shall be provided with plastic locating
tape attached to the branch and brought 300mm minimum above
finished surface level.
S
RW
R
SWD
S
W
RW
S
S
S
SWD
D
SWD
7.
S
D
S
RW
RW
R
158
133
SW
All road crossings shall be backfilled with approved sand between
backs of kerbs.
E
E
RW
S
E
RW
W
SWD
6.
RW
SW
S
D
RW
D
SW D
SW D
SW
R
D
E
SW
W
194
SWD
The finished surface levels shown on longitudinal sections are indicative
only. Completed manhole tops shall conform to finished ground profile
and be in accordance with the following:
Manhole location
Height above finished ground level
Footpath
30mm
Private Property
75mm
114
W
SWD
132
141
RW
5.
E
RW
RW
SW
W
R
RW
Each lot shall be served by a 100mm dia. Class SN10/SEH house
connection branch located 1.0 to 1.5m upstream of allotment
boundaries.
E
RW
R
W
E
257
4.
W
W
131
195
123
S
D
SW D
SW D
SW
W
124
All sewer manholes are generally located 1.5m from front and rear
boundaries, 1.0m from side boundaries and will be pegged by the
project surveyor prior to commencement of construction.
115
R
130
EXISTING
STAGE #
125
3.
RW
126
S
S
E
129
127
W
E
116
W
D
SWWD
S WD
S
E
D
D
128
W
D
SWWD
S WD
S
E
SW
W
R
W
S
S
E
All 150 dia. pipes shall be uPVC Class SN8/SEH rubber ring jointed
unless shown otherwise. Non-metallic sewer mains to be installed with
detectable marker tape in accordance with Caboolture Shire Council
requirements.
W
SW
E
D
SW
W
R
W
R
E
2.
R
196
D
SW
D
W
R
D
SW
All work shall be constructed in accordance with the current Caboolture
Shire Council Design and Development manual and standard drawings,
and WSA-02 Sewerage Reticulation Code of Australia.
R
W
W
122
D
S
E
E
SW
D
E
SW
W W
R
W
R
SW
S SW
S W WD D
D
1.
117
S
W
E
W
W
R
W
120
121
W
S
SWD
W
W
119
W
E
S
E
RW
E
S
D
EXISTING
STAGE #
S
E
D
RW
E
S
W
R
RW
195
SW
R
W
W
S
RW
R
W
E
D
SW
W
R
RW
SW
E
W
R
E
RW
W W
R
D
S
E
196
SW
D
W
R
D
SW
D
D
E
SW
E
W
SW
W
R
W
SW
R
W
S
E
S
R
257
D
E
W
RW
S
SWD
S
141
RW
RW
W
W
S
E
R
E
SWD
W
R
E
S
W
S
RW
E
W
E
S
R
E
W
R
S
E
139
S
SWD
E
R
W
R
W
R
R
E
E
SWD
W
S
R
148
RW
149
W
W
E
E
W
RW
RW
146
STAGE #
S
W
R
144
W
145
143
SWD
SWD
RW
140
W
E
R
S
S
R
W
R
SWD
SWD
W
SWD
SW
D
R
W
R
SWD
S
RW
W
RW
SWD
S
RW
R
D
E
SW
R
194
142
W
S
E
SW
E
S
SWD
E
W
138
147
137
1
136
RW
SWD
R
R
RW
SWD
SWD
PATHW
AY
S
187
188
S
189
190
RW
S
191
192
SWD
SWD
RW
SWD
REVISIONS
CABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR
PERSONS WITH A DISABILITY. PLEASE ENSURE PROVISION
AND/OR REINSTATEMENT OF FACILITIES.
INIT
DATE
NOT
TO
SCALE
ORIGINAL ISSUE
B.M.
8/07
CABWATER
Cabwater
Manager
Planning &
Design
Manager
Design
Engineer
STANDARD DRAWING
WATER / RECYCLE RETICULATION
TYPICAL DESIGN PLAN DETAILS
DRAWING No.
REV.
CAB-G01-2
A3
15/08/2007 2:09:07 PM, 1:1
SWD
186
SWD
D
R
S
R
185
E
153
S
W
R
R
E
R
S
RW
SWD
W
R
R
E
R
S
S
151
152
RW
SWD
RW
R
RW
R
RW
SW
RW
R
RW
S
RW
150
CABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR
PERSONS WITH A DISABILITY. PLEASE ENSURE PROVISION
AND/OR REINSTATEMENT OF FACILITES.
INIT
DATE
NOT
TO
SCALE
ORIGINAL ISSUE
B.M.
8/07
CABWATER
Cabwater
Manager
Planning &
Design
Manager
Design
Engineer
STANDARD DRAWING
SEWERAGE RETICULATION
TYPICAL LONGITUDINAL SECTION DETAILS
DRAWING No.
REV.
CAB-G01-3
A3
15/08/2007 11:54:19 AM, 1:1
REVISIONS
1000 CLEAR OPENING
50
50
1000 CLEAR OPENING
50
NOTES
25
75
50
75
50
50
50
50
150 MIN.
50
HINGED SAFETY
GRATING 'SAFE HATCH'
BELOW ACCESS LIDS
WHERE SPECIFIED.
1000
1000
6mm THICK ALUMINIUM
CHEQUER PLATE LIDS
WITH BITUMINOUS
COATING TO TOP
B
RETRACTABLE HANDLES
A
B
1. All components to be fabricated from grade 6061-t6 aluminium (unless noted
otherwise).
2. All nuts, bolts, screw and washers to be grade 316 stainless steel.
3. All welding to be weld quality b in accordance with as1665.
4. All welds to be fillet continuous using filler alloy 4043.
5. Cover to be fabricated from grade 5251 aluminium chequer plate and have a
bituminous coating.
6. All surfaces to be embedded in concrete are to have two coats of bitumen
based paint.
7. Most welds have been omitted for clarity.
8. Cover dimensions may change to suit the size of openings.
9. To be read in conjunction with drawing CAB-G03
2000 CLEAR OPENING
50
100
50
1000
750
C
6mm THICK ALUMINIUM
CHEQUER PLATE LIDS
WITH BITUMINOUS
COATING TO TOP
WELD TO LID
WELD TO FRAME
50x50x6 ANGLE
STIFFENER
WELDED TO
UNDERSIDE OF LID
1000 CLEAR OPENING
HINGED SAFETY
GRATING 'SAFE HATCH'
BELOW ACCESS LIDS
WHERE SPECIFIED.
950
6 PLATE WELDED TO
UNDERSIDE OF LID
1000
1000 CLEAR OPENING
750
50x50x6 ANGLE WELDED TO
UNDERSIDE OF LID
50
25
WELD TO LID
WELD TO FRAME
WELD TO LID
50
50
50
WELD TO LID
1050
1075
PLAN
1100
PLAN
HANDGRIP
REFER DETAIL B
HINGE
REFER DETAIL C
PLAN
LID TO STRUT BRACKET
REFER DETAIL E
HINGE
REFER DETAIL C
FRAME TO
STRUT BRACKET
REFER DETAIL D
LID STRUT
REFER DETAIL A
LID STRUT
REFER DETAIL A
SECTION A-A
SECTION B-B
REVISIONS
CABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.
PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES.
A
C
23/08/2007 8:32:45 AM, 1:1.00303
2000 CLEAR OPENING
200
'SAFE HATCH' DETAILS ADDED
ORIGINAL ISSUE
INIT
B.M.
D.W.
30x6 ANCHORS
250 LONG @ 300 CRS
SECTION C-C
DATE
8/07
NOT
TO
SCALE
Manager
Business &
Planning
Manager
Design
Engineer
A
RP BOUNDARY
RP BOUNDARY
RECYCLED
WATERMAIN
Conduit 600mm (min. cover) below lip of kerb and channel
or 150 below bottom of box, whichever is greater.
300
600
POTABLE
WATERMAIN
1800
1200
BALL VALVE
300 DEEP
ELEVATION
BRASS SERVICE
CONDUIT MARKER DISC
FIXED TO KERB FACE
REC
YCL
200 MIN.
300
300
300
E SE
ES W
R
S
VICE
H IN
WIT
CON
DUIT
PLAN
READYTAP CONNECTOR
OR EQUIVILENT
POTABLE
RECYCLED
BALL VALVE
BOUNDARY
BALL VALVE
RECYCLED
POTABLE
R V IC
RECYCLED
POTABLE
DUIT
BOUNDARY
WA
SE
T ER
CON
CASH
#2
ITHIN
#1
CONDUIT TO
EXTEND 300 min.
PAST BACK OF
KERB
KERB & CHANNEL
CRESCENT
Readytap connector
(or equivalent) For
urban areas only
KERB & CHANNEL
RECYCLE MAIN
Recycle Water Main
WATERMAIN
300 min.
15°
Potable Water Main
BALL VALVE (TYP.)
#4
Marker tape
Refer Note 5.
SEALING PLUG
300 FROM
FRONT PROPERTY
BOUNDARY
MIN. 150 CLEARANCE
POTABLE
RECYCLED
White/Lilac peg at
end of Service.
Refer Note 13.
Ball valve
Refer note 12.
Polyethylene
Pipe
INDIVIDUAL SERVICES ARE
REQUIRED TO EVERY LOT
BOUNDARY
Marker tape
Refer Note 5.
#3
White/Lilac peg at
end of Service.
Refer Note 13.
FINISHED SURFACE LEVEL
Brass marker to be positioned
directly over service conduit
Ø25
6
Ball valve
Refer note 12.
300
100
Polyethylene
Pipe
85
1
-
16
15°
Ø3
LOCATION OF
BRASS MARKERS
BRASS SERVICE CONDUIT
MARKER DISC
REVISIONS
CABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.
PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES.
B
A
INIT
Sealing plug
Potable Water Main
300 FROM
FRONT PROPERTY
BOUNDARY
Recycled Water Main
WATER SERVICE CONNECTION DETAIL
DATE
RECYCLE SERVICE AND CONDUIT DETAILS ADDED B.M. 8/06
SINGLE CONDUIT CROSSING
B.M. 3/04
ORIGINAL ISSUE
T.C.
NOT
TO
SCALE
Manager
Business &
Planning
Manager
Design
Engineer
AB
15/08/2007 1:36:40 PM, 1:1.00291
NOTES
1. Water service conduits and 20mm dia services shall
be provided and installed in locations shown on the
project drawings.
2. The location of the conduits shall be indicated by
brass service conduit marker discs positioned in kerb &
channel directly above the conduit.
3. Temporary polystyrene or approved equivalent plugs
or stops shall be inserted in the end of the conduits to
prevent the entry of dirt or foreign matter.
4. Provide sand or rock bedding thoroughly compacted
up to the underside of the pavement box. Trench width
shall be 300mm as per specification.
5. A plastic tape (lilac for recycle) is to be provided
between the surface marker and the end of the conduit.
6. Where conduits cross roads on the diagonal they are
to be aligned on the extension of the property
boundary to the kerb.
7. Where possible Telstra and waters service conduits
are to be placed in a common trench, if such a
situation is unavoidable, a minimum horizontal
separation of 300mm is required, under no
circumstances are conduits to be placed on top of each
other.
8. All conduits are to have each end exposed for
inspection by Council's Inspector.
9. Electrical conduits are not to be placed in the same
trench as water conduits a minimum seperation of 1m is
required.
10. A 20mm service is to be provided using a
pre-tapped Readytap Connector (or approved
equivalent). Up to four services 20mm dia can be
provided off each connector (two for each side of the
road).
11. Two 20mm poly services are to be laid within
conduit, the service is to be PN16 black (lilac for
recycle) poly pipe.
12. The ball valve is the service connection termination,
which is to be left in the closed position after
construction and with the handle in the vertical position.
The ball valve shall have a sealing plug inserted and a
marker is to be placed to enable location from the
surface level.
13. A small WHITE painted marker peg is to be placed
at the end of all water services. A small LILAC painted
marker peg is to be placed at the end of all recycled
services.
14. Service conduit to be 100Ø PVC CL20
or SEH for residential A & rural residential and 200dia
for residential B & C Commercial & Industrial zones
Multiple services to be laid in conduits in residential
areas.
15. A minimum of 1m clear is required between a
water service connection point and and electrical pillar
box.
HOUSE CONNECTION
HOUSE CONNECTION
INSPECTION
OPENING
50 MIN
SEWER
50 MIN
SEWER
BEND AS REQUIRED
NATURAL SURFACE
300
MAX
BEND TO
SUIT
600 MIN.
1500 MAX.
GLUED CAP
(REFER NOTE 4.)
BEND TO SUIT
INSPECTION
OPENING
GLUED CAP
(REFER NOTE 4.)
45°
BEND
INSPECTION
OPENING
PIPE BEDDING
X
HOUSE CONNECTION
CONCRETE
INVERT LEVEL (I.L.) TO BE
SHOWN ON DESIGN AND
AS-CONSTRUCTED DRAWINGS
1000
INSPECTION
OPENING
GLUED CAP
(REFER NOTE 4.)
DEPTHS GREATER THAN 1.5m
45° RUBBER
RING JUNCTION
1000
CONCRETE
HOUSE DRAIN BY DRAINER
INCL. 45° 'Y' JUNCTION
INVERT LEVEL (I.L.) TO BE
SHOWN ON AS-CONSTRUCTED
DRAWINGS
HOUSE
CONNECTION
HOUSE DRAIN BY DRAINER
PIPE BEDDING
ELEVATION
0
M
IN
45° RUBBER
RING JUNCTION
(REFER NOTE 5)
TYPE D
(HOUSE CONNECTION WHEN SEWER LESS THAN 1.5m DEEP)
(EXTEND DIST X WHEN HOUSE CONNECTION LOCATED IN
ADJACENT BOUNDARY)
45° RUBBER
RING JUNCTION
(REFER NOTE 5)
1. Where internal drainage exists or is to be constructed as part of the
property connection works, inspection openings shall be finished off
with concrete surround, min. 50mm above finished surface level.
2. Contractor to bring location markers to surface.
3. Where noted Grade N20 concrete is required.
4. House Drainer to bring bolted trap screw to surface.
5. Connections < 2.1m deep do not require GRP heavy duty extended
drop junction.
HOUSE
CONNECTION
CONCRETE
HOUSE DRAIN BY DRAINER
INCL. 45° 'Y' JUNCTION
150 MIN COMPACTED
SAND SURROUND
INVERT LEVEL (I.L.) TO BE
SHOWN ON AS-CONSTRUCTED
DRAWINGS
GRP HEAVY DUTY EXTENDED DROP
JUNCTION "HARDIE IPLEX" OR
SIMILAR APPROVED. (REFER NOTE 5)
IF DEPTH UNDER 2.1m RUBBER
RING 45° Y-JUNCTION WITH 45°
BEND IS ACCEPTABLE.
(SEE INSERT A)
CONCRETE
CONCRETE
INSERT A
ELEVATION
(VERTICAL DROP WHEN SEWER GREATER THAN
1.5m DEEP AND LOCATED IN LOT BEING SERVICED)
(HOUSE CONNECTION WHEN SEWER IS OVER
1.5m DEEP AND LOCATED IN ADJACENT
BOUNDARY TO LOT BEING SERVICED)
REVISIONS
B DESIGN & AS-CONST. LEVEL NOTE ADDED
A REVISED REFERENCE NOTE 4
ORIGINAL ISSUE
INIT
DATE
B.M.
B.M.
DW
8/06
3/04
ELEVATION
TYPE F
TYPE E
CONSTRUCTION NOTES
CABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.
PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES.
45° BEND
10
> 2100 GRP JUNCTION REQUIRED
< 2100 Y JUNCTION WITH 45 BEND REQUIRED
300
MAX
CONCRETE
1.5m (MIN)
NATURAL SURFACE
1000
300
MAX
PIPE BEDDING
PROPERTY
CONNECTION
MARKER
INVERT LEVEL (I.L.) TO BE
SHOWN ON DESIGN DRAWINGS
NATURAL SURFACE
INSPECTION OPENING TO
SURFACE BY DRAINER
(REFER NOTE 1.)
INVERT LEVEL (I.L.) TO BE
SHOWN ON DESIGN DRAWINGS
NOT
TO
SCALE
Manager
Business &
Planning
Manager
Design
Engineer
AB
15/08/2007 1:43:19 PM, 1:1.00296
INSPECTION OPENING TO SURFACE
BY DRAINER (REFER NOTE 1.)
INSPECTION OPENING TO SURFACE
BY DRAINER (REFER NOTE 1.)
PROPERTY CONNECTION MARKER
300
MAX
PROPERTY
CONNECTION
MARKER
PLAN
PLAN
PROPERTY
BOUNDARY
PLAN
600 MIN.
1500 MAX.
BEND AS REQUIRED
600 MIN.
1500 MAX.
50 MIN
INSPECTION OPENING
INSPECTION
OPENING
INSPECTION
OPENING
SEWER
HOUSE CONNECTION
HOUSE CONNECTION
HOUSE CONNECTION
HOUSE CONNECTION
INSPECTION
OPENING
INSPECTION
OPENING
INSPECTION
OPENING
600 MIN.
1500 MAX.
CONCRETE
INVERT LEVEL (I.L.) TO BE
SHOWN ON DESIGN AND
AS-CONSTRUCTED
DRAWINGS
GLUED CAP
(REFER NOTE 4.)
HOUSE DRAIN BY DRAINER
INCL. 45° 'Y' JUNCTION
INVERT LEVEL (I.L.) TO BE
SHOWN ON
AS-CONSTRUCTED
DRAWINGS
HOUSE
CONNECTION
HOUSE DRAIN BY DRAINER
BENCH TO SUIT
HOUSE
CONNECTION
PIPE BEDDING
CONCRETE
ELEVATION
ELEVATION
END CAP
BENCH TO SUIT
HOUSE
CONNECTION
ELEVATION
M.H. STUB
(HOUSE CONNECTION WHEN MANHOLE LESS
THAN 1.5m DEEP AND MANHOLE IS LOCATED IN
LOT BEING SERVICED)
M.H. TYPE E
M.H. TYPE D
(HOUSE CONNECTION WHEN MANHOLE AND
SEWER CONNECTION IS OVER 1.5m DEEP AND
MANHOLE IS LOCATED IN ADJACENT BOUNDARY
TO LOT BEING SERVICED)
(HOUSE CONNECTION WHEN MANHOLE LESS THAN 1.5m DEEP)
(HOUSE CONNECTION LOCATED IN ADJACENT BOUNDARY)
CONSTRUCTION NOTES
M.H. TYPE F
(Refer WSA STD. DWG. SEW-1303)
1. Where internal drainage exists or is to be constructed as part of the
property connection works, inspection openings shall be finished off
with concrete surround, min. 50mm above finished surface level.
2. Contractor to bring location markers to surface.
3. Where noted Grade N20 concrete is required.
4. House Drainer to bring bolted trap screw to surface.
CABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.
PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES.
SEWER
MANHOLE
CONCRETE
100 MIN
HOUSE CONNECTION
INSPECTION
OPENING
(HOUSE CONNECTION WHEN MANHOLE IS MORE
THAN 1.5m DEEP AND MANHOLE IS LOCATED IN
LOT BEING SERVICED)
REVISIONS
INIT
DATE
NOT
TO
SCALE
ORIGINAL ISSUE
B.M.
Manager
Business &
Planning
Manager
Design
Engineer
23/08/2007 1:18:35 PM, 1:1.00291
PIPE BEDDING
1000
1500 MAX.
DEPTHS GREATER THAN 1.5m
CONCRETE
BEND TO
SUIT
INSPECTION
OPENING
PROPERTY
CONNECTION
MARKER
INVERT LEVEL (I.L.) TO BE
SHOWN ON DESIGN DRAWINGS
300
MAX
300
MAX
1000
GLUED CAP
(REFER NOTE 4.)
INSPECTION OPENING TO
SURFACE BY DRAINER (REFER
NOTE 1.)
1.5m (MIN)
NATURAL SURFACE
NATURAL SURFACE
1500 MAX.
PROPERTY CONNECTION
MARKER
600 MIN.
1500 MAX.
INSPECTION OPENING TO
SURFACE BY DRAINER
(REFER NOTE 1.)
PLAN
PROPERTY
BOUNDARY
1.5m (MIN)
PLAN
SEWER
MANHOLE
PROPERTY
BOUNDARY
PROPERTY CONNECTION
MARKER
SEWER
SEWER
SEWER
PLAN
SEWER
MANHOLE
END CAP
ROCKER PIPE
0.60m
ROCKER PIPE
0.60m
BENCH TO SUIT
HOUSE
CONNECTION
INSPECTION
OPENING
HANDGRIP 40Ø NB
HEAVY CLASS PIPE.
ALL HEAVY DUTY GALV.
(REFER PLATE DETAIL)
300
1200
SUITABLE STAINLESS STEEL SUPPORT/SAFETY CLIPS
ARE TO BE INSTALLED TO SEPERATELY ACCOMODATE
EACH PUMP'S MOTOR CABLE AND LIFTING CHAIN
EMERGENCY PUMPING POINT
Ø100 CAMLOK COUPLING
DISMANTLING
JOINT
TOP OF SLAB ("A")
300
75
300
MAX.
WELL WASHER
COLLECTOR
MAINTENANCE
HOLE
EXTENSION SPINDLE
BRACKETS OF APPROVED TYPE
@ 1500 MAX. CTRS. (2 No. MIN.)
PUMP INFORMATION
Ø100 FLOOR DRAIN WITH
WATER SEAL AND FLAP SEAL
PUMP MANUFACTURER
PUMP MODEL No.
S.S. KNIFE GATE VALVE
SUPPORT BEAM WITH
APPROVED BRACKET
DUTY POINT (FLOW @ HEAD)
STANDBY CUT-IN ("C1")
MOTOR SIZE
CUT-OUT
BWL
150
L.L. ALARM
1
1
FLOOR
1.5
1.5
mm
l/s @
m
kW
("D")
("E")
("F")
PUMPSTATION CONTROL LEVELS (A.H.D.)
A
B
C
C1
D
E
F
TOP OF SLAB
m
HIGH LEVEL ALARM
m
DUTY CUT-IN LEVEL
m
STANDBY CUT-IN LEVEL
m
CUT-OUT LEVEL
m
LOW LEVEL ALARM
m
FLOOR LEVEL
m
PUMP OPERATING LEVELS AND DEFAULT
SETTINGS SHALL BE AS PER THE
SEWAGE PUMPING STATION CODE OF
AUSTRALIA (WSA 04)
2440
PUMPS TO BE ANCHORED TO BASE
WITH S.S. BOLTS SET INTO BASE.
SIZE & MIN. EMBEDMENT OF BOLTS TO
PUMP MANUFACTURER'S SPECIFICATION.
SECTION A-A
REVISIONS
CABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.
PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES.
C
B
A
ROOFSLAB SAFETY CHAIN & POSTS REMOVED
WELL WASHER ADDED
REVISED DETAILS
ORIGINAL ISSUE
INIT
DATE
T.C. 7/07
T.C. 2/07
B.M. 8/06
DW
NOT
TO
SCALE
Manager
Business &
Planning
Manager
Design
Engineer
AB C
15/08/2007 1:49:27 PM, 1:1.00303
ALUMINIUM LADDER. REFER
CABWATER STD DRAWING
BENCHING
IMPELLOR Ø
H.L. ALARM ("B")
DUTY CUT-IN ("C")
TWL
HIGH DENSITY
POLYETHELENE PIPE
DROPPER PIPE
IMPELLOR TYPE (eg GRINDER)
MINIMUM CLEAR SPACE
FOR LADDER ACCESS
(REFER FIG 5.1 AS1657)
COLLECTOR
MAINTENANCE
HOLE
DISMANTLING
JOINTS
DISTANCES AS SPECIFIED BY
FLOWMETER MANUFACTURER
OVERFLOW
GRAVITY SEWER
PUMP DISCHARGE
MINIMUM CLEAR SPACE FOR
LADDER ACCESS
(REFER FIG 5.1 AS1657)
PRESSURE TEST POINT.
REFER WSA 04-2005 "PRESSURE
MAIN TAPPINGS"
HANDGRIP 40Ø NB HEAVY CLASS PIPE.
ALL HEAVY DUTY GALV. (REFER PLATE DETAIL)
CONCRETE SLAB
SUITABLE STAINLESS STEEL
SUPPORT/SAFETY CLIPS ARE TO BE
INSTALLED TO SEPERATELY
ACCOMODATE EACH PUMP'S MOTOR
CABLE AND LIFTING CHAIN
6000 HIGH TAPERED STEEL
VENT POLE. REFER TO DETAIL.
HANDGRIP 40Ø NB HEAVY CLASS PIPE.
ALL HEAVY DUTY GALV. (REFER PLATE DETAIL)
300
75
TOP OF SLAB ("A")
OUTFLOW
MAINTENANCE
HOLE
EXTENSION SPINDLE
BRACKETS OF APPROVED TYPE
@ 1500 MAX. CTRS. (2 No. MIN.)
COLLECTOR
MAINTENANCE
HOLE
OUTFLOW
MAINTENANCE
HOLE
O'FLOW ("G")
OVERFLOW
MAGNETIC FLOWMETER
(ABB FLOWMETER OR
EQUIVALENT
SPECIFICATION)
ALUMINIUM LADDER. REFER
CABWATER STD DRAWING
WELL WASHER
PUMP
DISCHARGE
S.S. KNIFE GATE VALVE
GRAVITY SEWER
H.L. ALARM ("B")
DISMANTLING
JOINTS
DUTY CUT-IN ("C")
TWL
HIGH DENSITY
POLYETHELENE PIPE
Ø100 FLOOR DRAIN WITH
WATER SEAL AND FLAP SEAL
BALL
VALVE
CUT-OUT
BWL
("D")
PUMP INFORMATION
PUMP MODEL No.
mm
l/s @
1800
REVISIONS
CABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.
PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES.
INIT
DW
("F")
TOP OF SLAB
m
HIGH LEVEL ALARM
m
DUTY CUT-IN LEVEL
m
CUT-OUT LEVEL
m
LOW LEVEL ALARM
m
FLOOR LEVEL
m
OVERFLOW LEVEL
m
PUMP OPERATING LEVELS AND DEFAULT
SETTINGS SHALL BE AS PER THE
SEWAGE PUMPING STATION CODE OF
AUSTRALIA (WSA 04)
DATE
NOT
TO
SCALE
ORIGINAL ISSUE
("E")
PUMPS TO BE ANCHORED TO BASE
WITH S.S. BOLTS SET INTO BASE.
SIZE & MIN. EMBEDMENT OF BOLTS TO
PUMP MANUFACTURER'S SPECIFICATION.
m
kW
FLOOR
1.5
1.5
IMPELLOR Ø
MOTOR SIZE
1
1
IMPELLOR TYPE (eg GRINDER)
DUTY POINT (FLOW @ HEAD)
L.L. ALARM
150
PUMP MANUFACTURER
A
B
C
D
E
F
G
Manager
Business &
Planning
Manager
Design
Engineer
A B C D
15/08/2007 11:25:03 AM, 1:1.00298
PUMPSTATION CONTROL LEVELS (A.H.D.)
3xM16 S.S. CHEMSET OR
MASONRY ANCHOR BOLTS
2 SLOTTED HOLES
IN BEAM ONLY;
Ø18x40 LONG
TELEMETRY ANTENNA
ALUMINIUM CLEAT
80x180x12 THICK
CONDUIT TABLE
MOTOR CAPACITY
CONDUIT SIZE
Ø150
100
22 kW MAX.
INDIVIDUALLY SIZED
TO SUIT PLUG SIZE
350
PACK WITH 3:1 CEMENT
MORTAR AFTER LEVELLING
150
Ø27 HOLES FOR Ø24
HOLDING DOWN BOLTS
50
Ø265 POLE BASE
BUTT WELD BOTH SIDES.
12
VENT BASE PLATE DETAIL
SECTIONAL ELEVATION
PLAN
BEAM SUPPORT BRACKET DETAIL
Ø18 HOLES
15
R117
.5
R97
0"
45
'
°0
°0
'0
"
45
210
45°0'0"
140
50
155
75
ALUMINIUM PLATE
12 THICK
50
175
NO WELD ON BEAM SIDE.
VENT DETAILS
50
6mm FILLET WELD
Ø170 HOLE FOR Ø150
uPVC VENT PIPE
125
Ø24 S.S. HOLDING DOWN BOLT
WITH S.S. HEX. NUTS AND 2 No.
S.S. WASHERS PER BOLT.
BOLTS TO BE 765 LONG.
PROVIDE 1 LEVELLING NUT
PER BOLT UNDER BASE PLATE.
BOLTS TO BE THREADED 90mm
AND COGGED MIN. OF 150mm
200x80 ALUMINIUM
PARALLEL FLANGE
CHANNEL SECTION
100
75
>22 Kw
MIN. 16 THICK F.M.S. BASE PLATE
PAINT UNDERSIDE WITH BITUMEN
Ø18 HOLES FOR
M16 S.S. BOLTS &
WASHERS TO SUIT
100
TAPERED SECTIONAL STEEL POWER
POLE MIN. 1.42mm THICK 100 ID AT
TOP, 265 ID AT BOTTOM; HOT DIP
GALVANISED AFTER FABRICATION
350
uPVC CABLE
CONDUIT IF
REQUIRED(REFER
TABLE)
SWITCHBOARD BOLTED TO
BRACKETS ON POLE.
50
Ø90 uPVC 'STORMWATER' VENT PIPE
OPTIONAL
LIGHTING
TOP OF
SWITCHBOARD
2100
6000 NOM. HEIGHT
MIN. 'ODOUR WARRIOR' VENT POLE
CAP (or equivalent) REQUIRED
2xM16 S.S. BOLTS
15
BUTT WELD
BOTH SIDES
50
50
Ø18 HOLE TO SUIT
M16 BOLT (150 LONG)
HANDGRIP ANCHOR PLATE DETAIL
CABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.
PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES.
B
A
75
325
150
PLAN
END
PIPE SUPPORT BRACKET (TYP. Ø150)
REVISIONS
INIT
DATE
TELEMETRY AND LIGHT ADDED TO VENT POLE
'ODOUR WARRIOR' VENT POLE CAP ADDED
ORIGINAL ISSUE
T.C.
B.M.
DW
2/07
8/06
NOT
TO
SCALE
Manager
Business &
Planning
Manager
Design
Engineer
A B
15/08/2007 11:27:00 AM, 1:1.00303
75
12 THICK PLATE
VENT POLE REFER
CABWATER STD
DRAWING
APPROVED CONCRETE
MAINTENANCE HOLE C/W
GAS TIGHT CAST IRON LID
APPROVED CONCRETE
MAINTENANCE HOLE C/W
GAS TIGHT CAST IRON LID
APPROVED GAS RELEASE VALVE.
SPECIAL DESIGN REQUIRED FOR
DUAL ORIFICE VALVE
APPROVED Ø100
CAMLOCK COUPLING
CONVIENENT TO OPENING
DUCTILE IRON THRUST
CONNECTOR
APPROVED INTERNAL
PROTECTIVE LINING TO
MAINTENANCE HOLE
400x400 SUMP
CONVENIENT TO OPENING
SCOUR TEE WITH
FLANGED BRANCH
Ø100 FLANGE-SOCKET
VALVE WITH SPINDLE RISER
SCOUR DETAIL
15/08/2007 11:37:21 AM, 1:1.00303
GAS RELEASE
DETAIL
400x400 SUMP
CONVENIENT TO OPENING
NOTES:
1. Short pipes as shown shall be 300mm minimum and
600mm maximum length. Care shall be taken to
ensure any concrete is kept clear of flexible joints.
2. All fittings to be DICL PN35 or otherwise approved.
REVISIONS
CABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.
PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES.
INIT
DATE
NOT
TO
SCALE
ORIGINAL ISSUE
DW
Manager
Business &
Planning
Manager
Design
Engineer
A
DISCHARGE MAINTENANCE HOLE WITH
LID AND VENT IN ACCORDANCE WITH
STANDARD DRAWING.
RETICULATION MAINTENANCE HOLE
WITH LID IN ACCORDANCE WITH
STANDARD DRAWING.
ACID RESISTANT
LINER
1200 MIN. TO
UNDERSIDE OF
ROOF SLAB
1100 MIN. TO
UNDERSIDE OF
ROOF SLAB
REAM
O WN-ST
IZE A S D W ER
E
S AM E S
S
Y
IT
G RA V
100mm MIN
SEWAGE LEVEL
225
50 FALL ACROSS M.H.
600
MAX.
600 MAX.
150
FLOW
GRAVITY SEWER
FLOW
INVERT LEVELS 1, 2 AND 3
TO BE PROVIDED FOR EACH
INDIVIDUAL PROJECT.
1m MIN. 10m MAX.
RISING
MAIN
150 MIN.
150
ANCHOR BLOCK SIZE
VARIES WITH PIPE SIZE.
90° ELBOW
FLEXIBLE JOINT
PART SECTIONAL ELEVATION
PRESSURE MAIN DISCHARGE
MAINTENANCE HOLE
1. Benching not shown for clarity.
2. Sewers downstream of pressure main discharge maintenance
hole shall be of non-corrosive pipe for the greater length of 100m
or the total length of the runs connecting the two maintenance
holes downstream of the discharge maintenance hole.
3. The discharge maintenance hole and the first and second
maintenance holes downstream of the discharge maintenance
hole, shall incorporate an acid resistant liner of a type approved by
Council.
4. The benching and underside of the top slab shall be approved
epoxy coated.
5. Vent at discharge maintenance hole required. refer C.S.C.
standard drawing.
6. Special approval required for discharge maintenance hole located
in private property.
90° BEND
600 MAX
FLEXIBLE
COUPLING
45° BEND
BENCH TO SUIT
FLOW
GRAVITY SEWER
RISING
MAIN
FLOW
PART SECTIONAL ELEVATION
PRESSURE MAIN DISCHARGE MAINTENANCE HOLE
FOR 'SIMPLEX' SUBMERSIBLE LIFT STATION
REVISIONS
CABOOLTURE SHIRE SUPPORTS FACILITIES AND ACCESS FOR PERSONS WITH A DISABILITY.
PLEASE ENSURE PROVISION AND/OR REINSTATEMENT OF FACILITIES.
A
DISCHARGE MAINTENANCE HOLE AMENDED
ORIGINAL ISSUE
INIT
B.M.
BM
DATE
8/06
NOT
TO
SCALE
Manager
Business &
Planning
Manager
Design
Engineer
A
15/08/2007 11:43:26 AM, 1:1.00293
NOTES: