HYDRAULIC SYMBOLS - WATER NETWORK HYDRAULIC LINES - …
Transcript of HYDRAULIC SYMBOLS - WATER NETWORK HYDRAULIC LINES - …
VALVES
GATE OR SLUICE VALVE
GATE OR SLUICE VALVE (NORMALLY CLOSED)
MOTORISED GATE OR SLUICE VALVE (NORMALLY CLOSED)
DISTRICT METER ZONE VALVE
STOP OR SCOUR VALVE (NORMALLY CLOSED ON SCOUR OR
DRAIN PIPE)
BUTTERFLY VALVE
SINGLE AIR RELEASE VALVE
DOUBLE AIR RELEASE VALVE
ENHANCED DOUBLE AIR RELEASE VALVE
FLOW RATE CONTROL VALVE
MOTORISED GATE VALVE
PRESSURE RELEF OR REDUCING VALVE
REFLUX VALVE (aka. CHECK VALVE)
ALTITUDE BUTTERFLY VALVE
ALTITUDE CONE VALVE
ALTITUDE GATE VALVE
ALTITUDE GLOBE VALVE
BACKUP ALTITUDE BUTTERFLY VALVE
BACKUP ALTITUDE GATE VALVE
BACKUP ALTITUDE GLOBE VALVE
BALL VALVE
BUTTERFLY VALVE (NORMALLY CLOSED)
MOTORISED BUTTERFLY VALVE (NORMALLY CLOSED)
CONE VALVE
DOUBLE CHECK VALVE
DUAL FLOW RATE CONTROL BUTTERFLY VALVE
FLOAT OPERATED VALVE
FLOW RATE ALTITUDE COMBINATION BUTTERFLY VALVE
FLOW RATE ALTITUDE COMBINATION GLOBE VALVE
FLOW RATE CONTROL BUTTERFLY VALVE
GLOBE VALVE
LEFT HAND OPENING VALVE (CLOCKWISE TO CLOSE)
MOTORISED BUTTERFLY VALVE
NEEDLE VALVE
OUTLET CONTROL GLOBE VALVE
PUMP CONTROL BUTTERFLY VALVE
PUMP CONTROL GLOBE VALVE
PRESSURE REDUCING GLOBE VALVE
PRESSURE SUSTAINING GLOBE VALVE
TEMPORARY ZONE VALVE
FITTINGS
TEE
DUAL SERVICE TEE
SERVICE TEE (40mm AND OVER)
MAIN COCK
CROSS CONNECTION
OPEN END
REDUCER / TAPER
END CAP
BLANK FLANGE
ORIFICE PLATE
MAINTENANCE HOLE
SAMPLING POINT
PRESSURE GAUGE OR RECORDING DEVICE
FLOW METER OR RECORDING DEVICE
GIBAULT JOINT
DISMANTLING JOINT
AIR GAP DEVICE
REDUCED PRESSURE ZONE DEVICE (RPZD)
AIR VESSEL
STOPCOCK
THRUST BLOCK
TRENCH / SCOUR STOP
HYDRANTS
FIRE HYDRANT OR SPRING HYDRANT
PILLAR HYDRANT
MILLCOCK HYDRANT
METERS
BILLING METER SMALL (<40mm)
BILLING METER LARGE (≥40mm)
FLOW ELEMENT
RESERVOIR PIPE CONNECTION POINTS
RESERVOIR INLET
RESERVOIR OUTLET
EXISTING MAINS LINE THICKNESS
BULK SUPPLY MAIN 0.25mm
DISTRIBUTION MAIN 0.25mm
RETICULATION MAIN 0.25mm
RISING MAIN 0.25mm
EXISTING MAINS TO BE DECOMMISSIONED 0.25mm
PROPOSED OR NEW MAINS LINE THICKNESS
BULK SUPPLY MAIN 0.70mm
DISTRIBUTION MAIN 0.70mm
RETICULATION MAIN 0.70mm
RISING MAIN 0.70mm
EXISTING SYSTEM PROTECTION LINES LINE THICKNESS
SCOUR LINE 0.25mm
OVERFLOW LINE 0.25mm
WASHDOWN LINE 0.25mm
DRAIN LINE 0.25mm
EXISTING LINES TO BE DECOMMISSIONED 0.25mm
PROPOSED OR NEW SYSTEM PROTECTION LINES LINE THICKNESS
DRAIN LINE 0.70mm
OVERFLOW LINE 0.70mm
SCOUR LINE 0.70mm
WASHDOWN LINE 0.70mm
EXISTING SERVICE LINES LINE THICKNESS
DOMESTIC SERVICE LINE 0.25mm
FIRE SERVICE LINE 0.25mm
EXISTING SERVICES TO BE DECOMMISSIONED 0.25mm
PROPOSED OR NEW SERVICE LINES LINE THICKNESS
DOMESTIC SERVICE LINE 0.70mm
FIRE SERVICE LINE 0.70mm
LINETYPE LINE THICKNESS
EXISTING FEATURES 0.25mm
EXISTING MAINS 0.25mm
EXISTING MAINS TO BE DECOMMISSIONED 0.25mm
PROPOSED OR NEW MAINS 0.70mm
FUTURE MAINS 0.50mm
STAGE BOUNDARY 1.00mm
ZONE BOUNDARY 0.70mm
eS
eW
X X
*
eT
OTHER
PIPE CROSSOVER
W W
W W
W W
eW
X X
eW
eW
X X
LINETYPE LINE THICKNESS
DOMESTIC WATER SERVICE 0.50mm
FIRE SERVICE 0.50mm
SPRINKLER SERVICE 0.50mm
W W
SW
S S
PLAN TYPE SCALE PAPER SIZE
WATER SUPPLY MASTER PLAN 1:2500 A1
HYDRAULICS KEY PLAN
1:1000, 1:2000,
1:2500
A1
HYDRAULIC ESTATE SERVICES PLAN
1:200, 1:500
A1
EXTERNAL SERVICES PLAN
1:200, 1:500 A3 (MIN)
TIE BOOK 1:500 A4
STANDARD DRAWING TYPES, SCALE RANGES AND PAPER SIZES
eSW
EXISTING ULTILITIES LINE THICKNESS
EFFLUENT REUSE MAIN (EFF)
0.25mm
ELECTRICITY (ELC)
0.25mm
GAS MAIN (GAS)
0.25mm
SEWER MAIN (SEW)
0.25mm
STORMWATER MAIN (STW)
0.25mm
TELECOMMUNICATIONS 0.25mm
DECOMMISSIONED 0.25mm
PROPOSED OR NEW ULTILITIES LINE THICKNESS
EFFLUENT REUSE MAIN (EFF)
0.70mm
ELECTRICITY (ELC)
0.70mm
GAS MAIN (GAS)
0.70mm
SEWER MAIN (SEW)
0.70mm
STORMWATER MAIN (STW)
0.70mm
TELECOMMUNICATIONS 0.70mm
FUTURE EXTENSION (F.EXT)
0.70mm
X X
G
T T
G
SW
LINETYPE LINE THICKNESS
SEWER MAIN 0.50mm
STORMWATER MAIN, MANHOLE & SUMP
0.50mm
WATER MAIN 0.50mm
W
ERM
S S
PUMPS
PUMP, PUMP STATION
SEWER STORMWATER
UPSTREAM INVERT LEVEL
PIPE DIAMETER / MATERIAL
PIPE GRADE
DOWNSTREAM INVERT LEVEL
PIPE LENGTH (m)
UPSTREAM INVERT LEVEL
PIPE DIAMETER / MATERIAL
DOWNSTREAM INVERT LEVEL
PIPE LENGTH (m)
*
ERM
SS
FS
F.EXT
eW
eW
eW
eW
eW
eW
X X
PIPE GRADE
L OF C
L OF C
LIMIT OF CONTRACT
M
M
M
M
INTERNAL/EXTERNALLINE THICKNESS
PIPE SPECIFICATION CHANGE POINT 0.50mm
RM
NOTES
1. ALL PIPES SHALL CONFORM WITH THE ICON WATER
DESIGN STANDARDS.
2. PIPELINE MAINS INSIDE LEASED BOUNDARIES TO BE
AS PER AS 3500.
HYDRAULIC SYMBOLS - WATER NETWORK
ALL SYMBOLS SHALL BE IN BLACK UNLESS OTHERWISE SHOWN
HYDRAULIC LINES - WATER NETWORK
FOR KEY AND HYDRAULIC (OR EXTERNAL) SERVICES PLANS
OTHER UTILITIES
FOR KEY AND HYDRAULIC (OR EXTERNAL) SERVICES PLANS
HYDRAULIC LINES AND OTHER UTILITIES
FOR DRAINAGE PLANS
HYDRAULIC LINES AND OTHER UTILITIES
FOR HYDRAULIC KEY PLANS AND MASTER PLANS
HYDRAULIC LINES AND OTHER UTILITIES
FOR TIE BOOKS
HYDRAULIC INFORMATION FOR ALL UTILITIES
PIPE MATERIALS
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_001.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
WATER NETWORK
DESIGN SYMBOLS AND NOTATION
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-001
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
3SMS, SVI, SVE, SVD ADDED
1/01/2000
2 PREPARED FOR TRANSLATION TO DXF/PDF1/09/1999
1 BVR, RP ADDED1/05/1998
Water.ctb
Standard Drawing
PLAN - TYPICAL Ø1050 MAINTENANCE HOLEWITH STAGGERED STEP IRONS
SCALE: 1 : 25
SECTION 1-1SCALE: 1 : 25
PLAN - TYPICAL Ø1200 AND Ø1500 MAINTENANCE HOLEWITH FIXED VERTICAL LADDER AND
INTERMEDIATE LANDINGSCALE: 1 : 25
SECTION 2-2SCALE: 1 : 25
SECTION 3-3SCALE: 1 : 25
STEP-IRON SET-OUT
STEP-IRON FIXING DETAIL (NOTE 6)SCALE: 1 : 10
DETAIL - LADDER CLEAT TO SUITCYLINDRICAL CHAMBER
SCALE: 1 : 2
VIEW 4-4SCALE: 1 : 2
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H HRev
Date:Drawn:
EngineeringChecked:
DesignAuthority:
Verified:
Designed:
A1No. DESCRIPTION DATE ENG CHECKED DESIGN AUTH
Current
STANDARD DRAWING
ACCESS LADDER (FIXED VERTICAL)
AND STAGGERED STEP-IRONS
DETAILS WSS-002 A
27/07/2016M. Matusiak
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
A ISSUED FOR USE AND TRANSITION TO WSAA CODES 28/10/2016 I. McRae P. Language
3 RATIONALISED DIMENSIONS WITH DRG. WSS 023 1/05/1999
2 ACCESS LADDER DETAILS MODIFIED 1/05/1999
1 SEPARATION OF STEP IRONS MADE MORE FLEXIBLE 1/05/1999
VERIFIED
The information contained within this drawing & associated electronic file shall remain the property of Icon Water and shall not be copied or used for any other purpose without express written permission from Icon Water. © Icon Water. 2016
Drawing Status:
Standard DrawingDrawing Type:
1
1
2
2
3 3
4
4
90
150 MIN.175 MAX.
80
200
300
150 24Ø
450TOP STEP-IRON
MIN.600 MAX.
TO TOP OF COVER
BOTTOMSTEP-IRON
300 MIN.500 MAX.
TO BENCHING
450
MIN
.60
0 M
AX.
600
MIN
.75
0 M
AX.
6TYP. LADDERSTILE
B-
C-
SCALE 1: 10 -DETAIL B
SCALE 1: 2 -DETAIL C
LADDER CLEATS
CLEA
T SP
ACIN
G15
00 C
RS
MAX
.
250 MIN.300 MAX.
(TYP)
375
LADDER RUNG.DN20 DEFORMED SS. BAR
WITH CRISS-CROSS PATTERNWELDED FOR SLIP RESISTANCE
LADDER STILE.75x12 SS. FL
(REFER: WSS-023)
STEP IRON.
24 SS. BARCONCRETE
CHAMBER WALL
SCALE 1: 10 -DETAIL A
A-
250
MIN
.30
0 M
AX.
LANDING(NOTE 4 & 5)
150LADDER SET-OUT TO TOP OF MH
FIXED VERTICAL RUNG LADDER(REFER WSS-023)
MAINTENANCE HOLESTRUCTURE(REFER WSS-053)
WATER SUPPLY & SEWERAGE NETWORK - ACCESS/EGRESS SCHEDULE FOR VALVE CHAMBERS AND MAINTENANCE HOLES (REF. NOTE 3DRAWING REFERENCEAPPROVED ACCESS/EGRESS TYPEDEPTH (H) (mm)NETWORK TYPECHAMBER OR MAINTENANCE HOLE TYPE
NOT APPLICABLEPORTABLE LADDER =3000mm MIN.≤2000WATER SUPPLYVALVE CHAMBER, ALL TYPES, CIRCULAR CONSTRUCTION
WSS-023FIXED VERTICAL RUNG LADDER C/W
EXTENDABLE STANCHIONS2000 < H < 6000WATER SUPPLYVALVE CHAMBER, ALL TYPES, CIRCULAR CONSTRUCTION
NOT APPLICABLEPROJECT SPECIFIC DESIGN. SEEK GUIDANCE FROM THE ICON WATER PRINCIPAL ENGINEER
≥6000WATER SUPPLYVALVE CHAMBER, ALL TYPES, CIRCULAR CONSTRUCTION
WSS-080FIXED INCLINED RUNG LADDER, C/W
EXTENDABLE STANCHIONS<6000WATER SUPPLYVALVE CHAMBER, ALL TYPES, RECTANGULAR CONSTRUCTION
NOT APPLICABLEPROJECT SPECIFIC DESIGN. SEEK GUIDANCE FROM THE ICON WATER PRINCIPAL ENGINEER
≥6000WATER SUPPLYVALVE CHAMBER, ALL TYPES, RECTANGULAR CONSTRUCTION
WSS-002 (1050 MH)STAGGERED STEP IRONS<6000SEWERAGEMAINTENANCE HOLE, ALL TYPES, CIRCULAR CONSTRUCTION
WSS-002 (1200-1500 MH)FIXED VERTICAL RUNG LADDER WITH
INTERMEDIATE LANDING(S)≥6000SEWERAGEMAINTENANCE HOLE, ALL TYPES, CIRCULAR CONSTRUCTION
NOTES:1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH WSS-023 AND WSS-080. 2. ALL DIMENSIONS ARE IN MILLIMETRES (mm) UNLESS NOTED OTHERWISE. 3. DEPTH (H) REFERS TO THE VERTICAL DISTANCE FROM THE TOP OF THE PIT OR MH COVER TO THE TOP OF THE BENCHING (IN THE CASE OF SEWER MH'S) OR THE TOP SURFACE OF THE CHAMBER FLOOR (IN THE CASE OF PITS.) 4. FOR SEWERAGE APPLICATIONS, ONLY STAINLESS STEEL GRADE 316L SHALL BE USED FOR LADDERS, RUNGS, LANDINGS AND FASTENINGS ETC. OTHER CORROSION RESISTANT MATERIALS (e.g. POLY-COATED STEP-IRONS) SHALL NOT BE USED UNLESS APPROVAL IN WRITING IS RECEIVED FROM THE ICON WATER PRINCIPAL ENGINEER. 5. ALL LADDERS, LANDINGS, HANDRAILS, STANCHIONS AND STEP-IRONS ETC. SHALL BE DESIGNED, FABRICATED AND INSTALLED IN ACCORDANCE WITH AS1657, WITH THE EXCEPTION OF THE TOP RUNG LOCATION REQUIREMENT AND MINIMUM LANDING REQUIREMENT WITHIN SEWER MAINTENANCE HOLES. 6. STEP-IRONS AND LADDER FIXINGS SHALL BE FIXED A MINIMUM DISTANCE OF 100mm FROM A CONSTRUCTION JOINT. 7. WHERE THE CLEAT IS POSITIONED IN THE TAPERED PART OF THE CHAMBER, THE LENGTH AND ANGLE OF CLEAT TO BE CALCULATED TO SUIT THE TAPER.
TYPICAL FRONT VIEW(LANDING OMITTED FOR CLARITY)
TYPICAL SIDE VIEW(SHOWN WITH LANDING)
MAINTENANCE HOLE STRUCTURE(REFER WSS-052)
INTERMEDIATE LANDING
LADDER
MH OPENING
STAGGEREDSTEP-IRONS
MH OPENING
STEP-IRONTYP.
1200
MIN
.21
00 M
IN.
HEA
DR
OO
MFR
OM
BEN
CHIN
G
LADDERRUNG
200 MIN.450 MAX.TO BENCHING
20
188
(NO
TE 7
)
35
49
75
25
102°
(NOTE 7)
=
75
30
=
14 HOLEM12 CHEMICAL ANCHOR100 MIN. EMBEDMENT
60° TYP.
BASE OF TRENCH
FINISHED LEVEL
SL81 MESH EF
(NOTE 4)
250 MIN 325
SO
CKET / FLAN
GE
CO
NN
ECTIO
N
FLAN
GE TO
FLAN
GE
CONCRETE THRUST BLOCK
(NOTE 5)
TH
RU
ST
CO
NN
ECTO
R
TH
RU
ST BLO
CK
SO
CKET / FLAN
GE
CO
NN
ECTIO
N
GATE VALVE
FLAN
GE TO
FLAN
GE
150 M
IN
SCALE 1:10
STOP VALVE SURFACE BOX
REFER WSS-016
SCALE 1:
SECTIONA
1:10
-
125
MIN
TRENCH WALL
CONCRETE THRUST BLOCK
(NOTE 5)
DICL PIPE
SCALE 1:10
PLAN
THRUST BLOCK FOR FLANGED VALVES
-
B
FLANGED GATE VALVE
250 MIN.
500 M
IN
. (TYP.)
PVC/DICL PIPE
PVC/DICL
PIPE
PUDDLE FLANGE
TRENCH WALL
-
A
FINISHED LEVEL
TRENCH WALL
BASE OF TRENCH
SL81 EF
NOTE 4)
4 N12 TRIMMERS
CENTRALLY PLACED (≥ ∅150)
(NOTE 7)
WATER MAIN
150 M
IN
.
500 MIN. 500 MIN.
SCALE 1:
SECTION B
1:10
-
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_011.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
WATER MAINS DN100 - DN225
GATE VALVE THRUST RESTRAINT
TYPICAL DETAILS
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-011
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
Water.ctb
Standard Drawing
THRUST BLOCK BEARING AREA
SIZE DN
MIN. BEARING AREA
(m²) (NOTE 1)
100 0.5
150 1.0
225 2.1
NOTES:
1. MINIMUM BEARING AREA IS BASED ON 50kPa ALLOWABLE HORIZONTAL BEARING
PRESSURE. THE MINIMUM BEARING AREA SHALL EXCLUDE DISTURBED AREAS OF SOIL.
2. FOR PIPES >DN225 THRUST BLOCKS SHALL BE DESIGNED BY STRUCTURAL ENGINEER
USING ASSESSED ALLOWABLE HORIZONTAL BEARING PRESSURE FOR THE SOIL WITH
A MINIMUM FACTOR OF SAFETY OF 1.5 APPLIED TO THE BEARING AREA. ANCHOR
BLOCKS SHALL BE DESIGNED FOR A TEST PRESSURE OF 1400kPa (140m HEAD).
UNLESS HIGHER PRESSURE RATED PIPE IS REQUIRED.
3. WHERE DICL PIPES AND FITTINGS WITH RESTRAINED JOINTS ARE SPECIFICALLY
APPROVED AND USED THRUST BLOCKS ARE NOT REQUIRED.
4. THRUST BLOCK REINFORCEMENT SHALL BE MINIMUM OF SL81 BOTH FACES
REINFORCING MESH TO AS/NZS 4671. MINIMUM CONCRETE COVER TO
REINFORCEMENT IS 75.
5. CONCRETE TO BE 32MPa POURED AGAINST UNDISTURBED GROUND AND FORM WORK
IN THE TRENCH.
6. THIS STANDARD DRAWING IS LIMITED TO HORIZONTAL PIPELINES WITH SLOPE LESS
THAN 20%.
7. 4N12 TRIMMER BARS SHALL BE USED IN THE CENTRE FOR DN150 AND DN225, THE
MINIMUM EMBEDMENT LENGTH OF THE N12 SHALL BE 400mm. TRIMMER BARS ARE
NOT REQUIRED FOR DN100.
8. FOR TRENCH BACKFILL DETAILS REFER TO ICON WATER STANDARD DRAWING:
WSS-012.
OD + 300
600 M
IN
CO
VER
75
100
150
20
OD +300
ZONE C
150
150
225
150
MIN
150
MIN
EXISTING SURFACE
OD + 300
(600 MIN)
150
NEW
W
ATER M
AIN
1.5
MIN 1
L
300
MIN
150
MIN
150
MIN
TRENCH WIDTH
150
MIN
EXISTING SURFACE
200
200
150
MIN
200
LEGEND ZONE DESCRIPTIONFILL ZONE
ZONE A
ZONE B
ZONE C
ZONE D
ZONE E
PAVEMENT
CONCRETE
PIPE GRADE (%)
ADDITIONAL TRENCH STABILISING
METHOD
MAXIMUM
SPACING (M)
5 TO 10 TRENCH STOP 12
11 TO 15 TRENCH STOP 8
5 TO 20 SCOUR STOP 20
21 TO 30 SCOUR STOP 10
31 TO 40 CONTINUOUS CONCRETE ENCASEMENT AND SCOUR STOP5
41 TO 50 CONTINUOUS CONCRETE ENCASEMENT AND SCOUR STOP 2
GREATER THAN 50 PROJECT SPECIFIC
GRAVEL BACKFILL - ROAD SUB-BASE MATERIAL WITH
PLASTICITY INDEX LESS THAN 12, COMPACTED TO AT LEAST
95% MODIFIED MAXIMUM DRY DENSITY IN LAYERS OF
THICKNESS SUCH THAT REQUIRED DENSITY IS ACHIEVED BUT
NOT EXCEEDING 300.
NOTES:
1. COVERS SHOWN ARE TO OUTSIDE OF PIPE SOCKET.
2. TRENCH AND SCOUR STOP DESIGN LINES ARE MEASUREMENT LINES FOR EXCAVATION AND
CONCRETE QUANTITIES.
3. CONCRETE ENCASING TO BE USED ONLY AT WATER COURSE CROSSINGS UNLESS OTHERWISE
PERMITTED BY ICON WATER
4. POLYETHYLENE WRAPPING TO BE USED STRICTLY AS SPECIFIED AND TO THE REQUIREMENTS OF AS
3680 AND AS 3681.
5. MARKING TAPE TO AS 2648 SHALL BE LAID IN A CONTINUOUS LENGTH ON TOP OF THE PIPE
EMBEDMENT MATERIAL 150mm ABOVE ALL MAINS.
6. PVC COATED COPPER TRACER WIRE (1mm) SHALL BE TAPED TO NON-METAL MAINS IN A
CONTINUOUS LENGTH. AT EVERY HYDRANT, SUFFICIENT SLACK SHALL BE LEFT TO ENABLE THE
WIRE TO BE BROUGHT TO THE SURFACE WITHIN EACH HYDRANT SURROUND, WOUND THREE TIMES
AROUND AND TAPED TO THE HYDRANT IMMEDIATELY BELOW HYDRANT HEAD.
7. ALL DIMENSIONS IN MILLIMETRES (mm) UNLESS OTHERWISE NOTED.
100
CROSS SECTION
OF SCOUR STOP
SCALE: NTS
LONGITUDINAL SECTION OF
CONCRETE SCOUR STOP DETAILS
SCALE: NTS
TOPSOIL - SURFACE LAYER OF SOIL CONTAINING ORGANIC
MATTER PREVIOUSLY STRIPPED PRIOR TO TRENCHING,
UNCOMPACTED.
NORMAL BACKFILL - TRENCH SPOIL FREE OF STONES LARGER
THAN 100, COMPACTED TO AT LEAST 90% OF THE MODIFIED
MAXIMUM DRY DENSITY IN ROAD VERGES OR 85% OF THE
MODIFIED MAXIMUM DRY DENSITY ELSEWHERE. LAYER
THICKNESS AS FOR ZONE B.
(1) FOR DICL SELECTED BACKFILL - MATERIAL AND
COMPACTION REQUIREMENTS EQUAL TO BEDDING (ZONE A)
BUT LAYER THICKNESS NOT TO EXCEED 300. (2)FOR UPVC PIPE
SIDE SUPPORT/OVERLAY - MATERIAL SAME AS SPECIFIED FOR
UPVC BEDDING (ZONE A), COMPACTED TO DENSITY INDEX OF
AT LEAST 70% BY WATERING AND THOROUGH RODDING WITH
TAMPING BARS, LAYER THICKNESS NOT TO EXCEED 150.
BEDDING - (1) FOR DICL - WELL GRADED GRANULAR
MATERIAL. FREE FROM ORGANIC MATTER, WITH 100%
PASSING 13.2 SIEVE. AT LEAST 85% PASSING 2.36 SIEVE. NOT
MORE THAN 5% PASSING 0.075 SIEVE. COMPACTED TO A
DENSITY INDEX OF AT LEAST 70%. (2) FOR UPVC - GRANULAR
MATERIAL SUCH AS COARSE RIVER SAND OR QUARRY FINES
FREE FROM ORGANIC MATTER AND ROCK OR OTHER HARD OR
SHARP OBJECTS, WITH 100% PASSING 13.2 SIEVE, AT LEAST
85% PASSING 2.36 SIEVE, NOT MORE THAN 5% PASSING 0.075
SIEVE, COMPACTED TO A DENSITY INDEX OF AT LEAST 70%.
PAVEMENTS FOR ROADS, TRACKS, FOOTPATHS OR DRIVEWAYS
EITHER EXISTING (TO BE REINSTATED) OR PROPOSED.
CONCRETE TO AS3600 GRADE N25:
- STRENGTH 25 MPa.
- MAXIMUM AGGREGATE 20.
- MAXIMUM SLUMP 80.
NOTE: IN AREAS SUBJECT TO POSSIBLE LANDSLIP OR SHALLOW GROUND WATER,
TRENCH DESIGN TO BE NOMINATED ON A PROJECT SPECIFIC BASIS.
12mm THICK
COMPRESSIBLE MEMBRANE
(FOR DICL PIPES MAINTAIN
POLYETHYLENE WRAPPING
THROUGH TRENCH STOP)
EXISTING SERVICE
PIPE/CONDUIT
BACKFILL FULL WIDTH OF
TRENCH WITH
ZONE E IF L > 300 OR
ZONE C IF L < or = 300
ZONE A
ZONE B
ZONE C OR E
WHICHEVER APPLICABLE
SUPPORT OF PIPES
CROSSING TRENCH
SCALE: NTS
12mm THICK COMPRESSIBLE
MEMBRANE (FOR DICL PIPES
MAINTAIN POLYETHYLENE
WRAPPING THROUGH CONCRETE
SCOUR STOP)
TRENCH DESIGN LINE
12mm THICK
COMPRESSIBLE MEMBRANE
SCOUR STOP
DESIGN LINE
DN100 PIPE DRAIN
WITH FILTER
CONCRETE CAST
AGAINST UNDISTURBED
GROUND
MARKING TAPE
SEE NOTE 5
ENCASING LENGTH AS REQUIRED.
EXTRA PIPE JOINTS TO BE PROVIDED
300 BEYOND EACH END OF CONCRETE
ENCASING. PROVIDE FLEXIBLE
DOWELLED JOINT AT EACH PIPE
SOCKET
PVC COATED TRACER
WIRE SEE NOTE 6
FOR DICL PIPES MAINTAIN
POLYETHYLENE WRAPPING
THROUGH CONCRETE ENCASING
(600 MIN FOR
DICL & MSCL)
ZONE D
CROSS SECTION OF
CONCRETE ENCASING DETAILS
SCALE: NTS
ZONE D
TOPSOIL, 75 MOUNDING OVER
TRENCH IN UNPAVED AREAS
ZONE C NORMAL BACKFILL
TRENCH EXCAVATION LAYBACK
WHERE PERMITTED (NOT PAYLINE
FOR EXCAVATION)
ZONE B
DICL & MSCL - SELECTED BACKFILL
UPVC - SIDE SUPPORT/OVERLAY
TRENCH DESIGN LINE
ZONE A
BEDDING TO INVERT OF PIPE
ZONE D
TOPSOIL, 75 MOUNDING OVER
TRENCH IN UNPAVED AREAS
ZONE C NORMAL BACKFILL
ZONE B
DICL & MSCL - SELECTED BACKFILL
UPVC - SIDE SUPPORT/OVERLAY
ZONE A
BEDDING TO INVERT OF PIPE
(600 MIN FOR
DICL & MSCL)
150 IN ROCK, 75 IN OTHER THAN ROCK
FOR DN80 TO DN300 PIPE 150 IN ANY
MEDIUM FOR DN375 TO DN750 PIPE
MARKING TAPE
SEE NOTE 5
PVC COATED
TRACER WIRE
SEE NOTE 6
POLYETHYLENE WRAPPED PIPE
(DICL ONLY, DN225 AND ABOVE)
TRENCH UNDER ROAD
OR OTHER PAVEMENT
TRENCH IN UNPAVED AREAS
CROSS SECTION OF
UNPAVED AREAS
SCALE: NTS
ZONE A BEDDING TO
INVERT OF PIPE
ZONE B
DICL & MSCL - SELECTED BACKFILL
UPVC - SIDE SUPPORT/OVERLAY
ZONE E GRAVEL
BACKFILL
ROAD OR OTHER
PAVEMENT
TRENCH AND BACKFILL DETAILS
LONGITUDINAL SECTION
SCALE: NTS
AS FOR
UNPAVED AREAS
MARKING TAPE
SEE NOTE 5
PVC COATED
TRACER WIRE
SEE NOTE 6
ROAD OR OTHER
PAVEMENT
ZONE E GRAVEL BACKFILL
TRENCH EXCAVATION LAYBACK
WHERE PERMITTED (NOT
PAYLINE FOR EXCAVATION)
ZONE B
DICL & MSCL - SELECTED BACKFILL
UPVC - SIDE SUPPORT/OVERLAY
TRENCH DESIGN LINE
ZONE A BEDDING TO
INVERT OF PIPE
SU
RFACE TO
FIN
ISH
ED
750 M
IN
CO
VER
ZONE D OR
PAVEMENT
WHICHEVER
APPLICABLE
ZONE C OR E
WHICHEVER
APPLICABLE
ZONE B
ZONE A
CROSS SECTION UNDER ROADS,
TRACKS, FOOTPATHS AND DRIVEWAYS
SCALE: NTS
LONGITUDINAL SECTION
OF TRENCH STOP
SCALE: NTS
CROSS SECTION
OF TRENCH STOP
SCALE: NTS
BAGS FILLED WITH CEMENT
STABILISED SAND
1 CEMENT : 4 SAND
DN100 PIPE DRAIN
U/S END WRAPPED IN
FILTER FABRIC
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_012.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
WATER MAINS DN100 - DN750
TYPICAL TRENCH DETAILS
EXCAVATION, BACKFILLING, SCOUR STOPS, TRENCH STOPS
PIPE SUPPORT AND CONCRETE ENCASING
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-012
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
9 SCOUR / TRENCH STOP TABLE AMENDED
11/01/2013
8 SCOUR AND TRENCH STOP DIMENSIONS REVISED5/01/2013
7DRAINAGE AT SCOUR STOPS REMOVED
5/01/2013
Water.ctb
Standard Drawing
THIS DRAWING IS TO BE READ
IN CONJUNCTION WITH DRAWING WSS-014
N
O
R
M
A
L
W
I
D
T
H
O
F
T
R
E
N
C
H
L
W
N
O
R
M
A
L
W
I
D
T
H
O
F
T
R
E
N
C
H
L
COMPACTED BEDDING AND
SELECTED BACKFILL
COMPACTED BEDDING AND
SELECTED BACKFILL
50
MIN
GH
50 MIN
DN/6
DN/6
50 MIN
DN/6
50
MIN
G
H
0
0
0
0
0
0
GH
50
MIN
50 MIN
COMPACTED BEDDING
AND SELECTED BACKFILL
50 MIN
50
MIN
H
G
L
50
MIN
50
MIN
NO
RM
AL W
ID
TH
OF TREN
CH
L
50
MIN
50
MIN
0
0
0
0
0
0
0
0
NORMAL WIDTH
OF TRENCH
L
NORMAL WIDTH
OF TRENCH
W
L
50 MIN
DN/6
DN/6
50
MIN
H
G
COMPACTED BEDDING
AND SELECTED BACKFILL
DN/6
DN/6
50 MIN
G
H
50
MIN
COMPACTED BEDDING AND
SELECTED BACKFILL
0
0
0
0
0
0
SCALE
SECTIONA
: NTS
-
THRUST BLOCKS FOR BENDS
(HORIZONTAL THRUST)
SCALE : NTS
PLAN
(TYPE 'A')
SCALE : NTS
PLAN
(TYPE 'B')
SCALE : NTS
SCALE
SECTIONB
: NTS
-
PLAN
(TYPE 'A')
SCALE : NTS
PLAN
(TYPE 'B')
SCALE : NTS
(COMPACTED BEDDING AND SELECTED BACKFILL)
SCALE
SECTION F
: NTS
-
SCALE
SECTION E
: NTS
-
-
A
-
B
-
F
-
E
THRUST BLOCKS FOR END CAPS AND PLUGS
(HORIZONTAL THRUST)
SCALE : NTS
-
C
-
D
PLAN
(TYPE 'A')
SCALE : NTS
PLAN
(TYPE 'B')
SCALE : NTS
SCALE
SECTION C
: NTS
-
SCALE
SECTION D
: NTS
-
THRUST BLOCKS FOR TEES
(HORIZONTAL THRUST)
SCALE : NTS
NO
RM
AL W
ID
TH
OF TREN
CH
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DRWWATERPROJECTSDBP\Projects\CX10999\Drawings\WSS_013.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
WATER MAINS DN100 - DN750
CONCRETE THRUST BLOCKS FOR BENDS,
TEES, CAPS AND PLUGS
MAXIMUM STATIC HEAD 144 METRES
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-013
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
Water.ctb
Standard Drawing
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE
NOTED.
11 1/4 DEG. (1/32)BENDS
100 3.2 A
A
A
A
0.06
0.03
0.02
0.01
200
200
200
200
170
110
110
110
130
130
160
160
150
225
250
300
375
450
500
600
6.8
14.5
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
0.14
0.07
0.04
0.02
0.29
0.14
0.07
0.04
0.35
0.18
0.09
0.04
A
A
A
A
A
A
A
A
A
A
A
A
400
200
200
200
500
300
200
200
600
300
200
200
200
200
150
150
380
280
180
180
380
380
190
190
160
160
190
190
200
200
230
230
200
200
240
240
0.51
0.26
0.13
0.06
0.78
0.39
0.20
0.10
1.11
0.55
0.28
0.14
1.35
0.68
0.34
0.17
1.92
0.96
0.48
0.24
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
700
500
480
270
240
240
1150
650
340
260
360
360
1400
800
400
300
400
400
1500 470 430
430330900
500 330 430
1800 510 500
480
480380
3801200
600
300
200
220
220
270
270
350
200
260
260
360
360
400
250
300
300
400
400
250 330 430
300 380 480
17.6
25.7
39.2
55.4
67.7
95.9
DEPTH
BELOW
CL (G)
HEIGHT
ABOVE
CL (H)
LENGTH
(L)
MIN.
BEARING
AREA
(sq m)
TYPE
MIN.
BEARING
PRESS
(kPa)
LOAD
(kN)
SIZE
DN
45 DEG. (1/8) BENDS
100 12.5 B
B
A
A
0.25
0.13
0.07
0.03
500
300
300
300
300
230
110
110
200
200
160
160
150
225
250
300
375
450
500
600
26.5
56.5
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
0.53
0.26
0.13
0.07
1.13
0.57
0.29
0.14
1.38
0.69
0.35
0.18
B
B
A
B
B
A
B
A
A
A
A
*
700
500
400
300
1000
600
500
300
*
800
600
400
460
320
150
150
610
550
350
240
*
480
350
210
300
200
190
190
500
400
230
230
*
400
240
240
2.01
1.00
0.50
0.25
3.06
1.53
0.77
0.38
4.33
2.16
1.08
0.54
5.28
2.64
1.32
0.66
7.49
3.74
1.87
0.94
*
B
*
B
*
*
*
*
A
*
*
*
A
A
A
A
A
B
B
B
*
1000
*
500
*
500
*
1400
*
540
*
460
*
*
*
*
*
*
* * *
***
1200 570 630
* * *
*
**
**
*
800
450
360
290
270
270
860
550
440
350
460
360
1200
650
500
450
400
400
750 470 430
1100 400 480
68.8
100.4
152.8
216.3
264.2
374.4
DEPTH
BELOW
CL (G)
HEIGHT
ABOVE
CL (H)
LENGTH
(L)
MIN.
BEARING
AREA
(sq m)
TYPE
MIN.
BEARING
PRESS
(kPa)
LOAD
(kN)
SIZE
DN
TEES, END CAPS AND PLUGS
100 16.3 B
B
A
A
0.33
0.16
0.08
0.04
600
400
300
200
320
300
150
120
230
130
160
160
150
225
250
300
375
450
500
600
34.6
73.8
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
0.69
0.35
0.18
0.09
1.48
0.74
0.37
0.18
1.80
0.90
0.45
0.22
B
B
A
B
B
A
B
A
A
A
A
*
800
500
400
300
1200
800
600
400
*
1000
700
400
500
450
260
140
650
575
390
220
*
590
400
300
360
250
190
190
600
350
230
230
*
400
240
240
2.62
1.31
0.66
0.33
3.99
2.00
1.00
0.50
5.65
2.83
1.42
0.71
6.90
3.45
1.73
0.86
9.78
4.89
2.45
1.22
*
B
*
*
*
*
*
*
*
*
*
*
A
A
A
A
A
B
B
B
*
1200
*
600
*
500
*
*
*
*
*
*
*
*
*
*
*
*
* * *
***
* * *
* * *
*
**
**
*
950
500
430
390
270
270
1200
700
480
350
360
360
1100
800
700
490
600
400
900 500 430
1200 530 480
89.9
131.2
199.7
282.6
345.2
489.2
NOTE: NOMINAL DIAMETER FOR TEES REFERS TO BRANCH SIZE
DEPTH
BELOW
CL (G)
HEIGHT
ABOVE
CL (H)
LENGTH
(L)
MIN.
BEARING
AREA
(sq m)
TYPE
MIN.
BEARING
PRESS
(kPa)
LOAD
(kN)
SIZE
DN
22 1/2 DEG (1/16)BENDS
100 6.4 A
A
A
A
0.13
0.06
0.03
0.02
400
200
200
200
200
170
110
110
130
130
160
160
150
225
250
300
375
450
500
600
13.5
28.8
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
0.27
0.13
0.07
0.03
0.58
0.29
0.15
0.07
0.70
0.35
0.18
0.09
A
A
A
B
B
A
A
A
A
A
A
B
600
400
300
200
800
500
300
200
900
600
400
250
300
180
150
150
380
280
270
180
400
330
210
190
160
160
190
190
350
300
230
230
380
250
240
240
1.02
0.51
0.26
0.13
1.56
0.78
0.39
0.19
2.21
1.10
0.55
0.28
2.69
1.35
0.68
0.34
3.82
1.91
0.96
0.48
B
B
B
B
B
B
*
A
A
*
A
A
A
A
A
A
A
A
A
A
1100
800
530
340
400
300
1300
900
700
500
500
360
1800
1200
630
520
600
400
* * *
4304501500
900 330 430
* * *
480
480380
6001800
1200
500
300
250
220
270
270
650
300
260
260
360
360
700
400
400
300
400
400
450 330 430
600 380 480
35.1
51.2
77.9
110.3
134.7
190.9
DEPTH
BELOW
CL (G)
HEIGHT
ABOVE
CL (H)
LENGTH
(L)
MIN.
BEARING
AREA
(sq m)
TYPE
MIN.
BEARING
PRESS
(kPa)
LOAD
(kN)
SIZE
DN
THIS DRAWING IS TO BE READ
IN CONJUNCTION WITH DRAWING WSS-013
* DENOTES THRUST BLOCKS DESIGNED TO SUIT SITE CONDITIONS
(REFER ALTERNATE DRAWINGS)
PIPES LARGER THAN DN600 ALSO REQUIRE THRUST BLOCK DESIGN.
90 DEG. (1/4) BENDS
100 23.1 B
B
A
A
0.46
0.23
0.12
0.06
900
670
400
300
310
220
150
110
200
130
160
160
150
225
250
300
375
450
500
600
48.9
104.4
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
50
100
200
400
0.98
0.49
0.25
0.12
2.09
1.04
0.52
0.26
2.54
1.27
0.64
0.32
B
B
B
B
B
B
B
B
B
A
A
*
1000
800
550
300
1600
1000
700
500
*
1500
920
550
600
350
270
210
600
600
420
300
*
350
240
240
400
250
190
190
700
400
330
230
*
350
240
240
3.71
1.86
0.93
0.46
5.65
2.83
1.42
0.71
7.99
4.00
2.00
1.00
9.76
4.88
2.44
1.22
13.84
6.92
3.46
1.73
*
*
*
*
*
*
*
*
*
*
*
*
A
A
A
A
A
B
B
B
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
* * *
***
* * *
* * *
*
**
**
*
1000
800
560
220
370
270
1200
900
620
440
560
360
1540
1100
700
510
600
400
1400 450 430
1500 670 480
127.2
185.3
282.5
399.7
488.2
691.8
DEPTH
BELOW
CL (G)
HEIGHT
ABOVE
CL (H)
LENGTH
(L)
MIN.
BEARING
AREA
(sq m)
TYPE
MIN.
BEARING
PRESS
(kPa)
LOAD
(kN)
SIZE
DN
NOTES:
1. THRUST BLOCK BEARING AREA TO BE EQUAL TO OR GREATER THAN THAT SHOWN IN THE TABLES.
2. THRUST BLOCK DIMENSIONS MAY BE VARIED ONLY WITH ICON WATER'S WRITTEN APPROVAL.
3. THRUST BLOCKS ARE FOR MAINS LAID TO STANDARD MIN. COVER (600) OR GREATER.
4. CONCRETE GRADE (F'c) TO BE 25MPa - 20 AGGREGATE IN ACCORDANCE WITH AS3600.
5. THRUST BLOCKS TO BE CAST AGAINST UNDISTURBED GROUND.
6. TRENCH WIDTH 'W' TO BE INCREASED WHERE NECESSARY AT THRUST BLOCKS TO KEEP ANGLE 0 LESS THAN 45 DEGREES.
7. POLYETHYLENE PIPE WRAPPING TO BE CONTINUOUS THROUGH THRUST BLOCKS
8. THRUST BLOCKS TO BE BASED ON 50kPa BEARING PRESSURE UNLESS OTHERWISE NOMINATED IN THE CONTRACT DOCUMENTS.
9. REFERENCE SHOULD BE MADE TO ICON WATER IF NOMINATED BEARING PRESSURE IS UNOBTAINABLE.
10. MIN. BEARING PRESSURE GUIDANCE
50kPa = SOIL (CLAY - SILT)
100kPa = SOIL (GRAVELLY)
200kPa = ROCK (WEATHERED)
400kPa = ROCK
11. THRUST BLOCKS FOR PIPE TAPER NOT SHOWN. REFER TO CONTRACT DRAWINGS WHERE APPLICABLE.
12. ALL DIMENSIONS IN MILLIMETRES (mm) UNLESS OTHERWISE NOTED.
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_014.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
WATER MAINS DN100 - DN600
CONCRETE THRUST BLOCKS FOR BENDS,
TEES, CAPS AND PLUGS
MAXIMUM STATIC HEAD 144 METRES
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-014
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
Water.ctb
Standard Drawing
FH
950 MIN.
WATERMAIN
WATERMAIN
950 MIN.
FH
EXISTING PIPE
TB
WATERMAIN
HCH
SERVICE EASEMENT
WATERMAIN
TB
EXISTING PIPE
EXISTING PIPE
EXISTING PIPE
950 MIN.
SPACER PIPE TO SUIT
280432
280
89
135
FL-FL SV
TB
FL-FL 90° BEND
FL-SOC CONNECTOR
FL-SP CONNECTOR
TB
HCH
TB
FL-SOC CONNECTOR
FL-SOC CONNECTOR
135
FL-SOC CONNECTOR
GIBAULT
SP-SOC CONNECTOR
SP-SOC HYDRANT TEE
FL-FL SV
FL-FL
EXISTING INSTALLATION
NEW INSTALLATION
EXISTING INSTALLATION
NEW INSTALLATION
TB
TB
TB
TB
TB
TB
FH FH
FH
SP-SOC HYDRANT TEE
SPACER PIPE TO SUIT
SOC-SOC 90° BEND
SOC (DUCKFOOT)
SPACER PIPE TO SUIT
(OVER EXISTING
SERVICES)
SP-SOC HYDRANT TEE
SPACER PIPE TO SUIT
SOC (DUCKFOOT)
SOC-SOC 90° BEND
WATERMAIN
EXISTING PIPE
SV (FL-FL)
TB
DN150 BRANCHLINE
EXISTING INSTALLATION
NEW INSTALLATION
SPACER PIPE TO SUIT
(OVER EXISTING
SERVICES)
FL-SOC CONNECTOR
FL-SOC CONNECTOR
FL-SP-SP TEE
FH
FH FH
HYDRANT BEND (DUCKFOOT)
FL-FL SV
FL-FL SV
HYDRANT BEND (DUCKFOOT)
TB
SP-SOC HYDRANT TEE
FL-SOC CONNECTOR
FL-SP CONNECTOR
TB
WATERMAIN
EXISTING PIPE
FL-FL SV
TB
FL-FL 90° BEND
FL-FL
FH
950 MIN.
FH
TB
SP-SOC HYDRANT TEE
SPACER PIPE TO SUIT
SOC (DUCKFOOT)
FL-SOC CONNECTOR
NEW INSTALLATIONEXISTING INSTALLATION
WATERMAIN
950 M
IN
.
HYDRANT BEND
SPACER PIPE TO SUIT
EXISTING PIPE
FL-FL SV
SOC-SOC HYDRANT TEE
EXISTING INSTALLATION
NEW INSTALLATION
TB
TB
SPACER PIPE TO SUIT
(OVER EXISTING
SERVICES)
FL-SOC CONNECTOR
FH
FH
SOC (DUCKFOOT)
NOTES:
1. BURIED FLANGES, BOLTS, NUTS, ETC TO BE CLEANED
AND PRIMED WITH PETROLATUM PASTE AND
WRAPPED WITH A DOUBLE THICKNESS OF
PETROLATUM IMPREGNATED SYNTHETIC CARRIER
TAPE PRIOR TO BACKFILLING.
2. ALL BOLTS, NUTS AND WASHERS TO BE HOT DIP
GALVANIZED IN ACCORDANCE WITH AS 1214 AND AS
1650.
3. IN PAVED AREAS INDICATOR PLATES, SHALL BE USED,
PLATE TO BE FIXED WITH EPOXY AND DRIVE PINS AT
EACH CORNER. (UNLESS NOTED OTHERWISE)
4. IN NATURE STRIPS OR RURAL AREAS, SEMI FLEXIBLE
OR FLEXIBLE MARKER POSTS OF STEEL
CONSTRUCTION SHALL BE USED. MARKER POSTS
HEIGHTS SHALL BE:
- 420mm WHEN IN NATURE STRIP
- 1400mm WHEN IN RURAL AREAS
5. CONCRETE SURROUNDS AND CONCRETE PIPE MUST
BE SUPPORTED BY BRICKS ON COMPACTED BACKFILL
AND BE CLEAR OF THE MAIN.
6. VALVES LARGER THAN DN450 ARE TO BE INSTALLED
IN A VALVE BOX.
7. FIRE HYDRANT SHALL BE SHOWN AS FH. SLUICE
VALVE SHALL BE SHOWN AS SV.
8. ALL DIMENSIONS IN MILLIMETRES (mm) UNLESS
OTHERWISE NOTED.
1000 MIN
THRUST BLOCK
BEDDING
FINISHED LEVEL
SPRING HYDRANT
HYDRANT RISER
FINISHED LEVEL
25 M
IN
SV INDICATOR PLATE
KERB LINE
BRICK SUPPORT
100
DN225 CONCRETE PIPE OR
APPROVED EQUIVALENT
600 OR
AS DIRECTED
BRICK SUPPORT
HYDRANT RISER
HYDRANT TEE
100
SPRING HYDRANT
FINISHED LEVEL
50 M
IN
200 M
AX
'A'
SLUICE VALVE SURFACE BOX
SCALE: NTS
'B'
SPRING HYDRANT SURFACE BOX
SCALE: NTS
'C'
SPRING HYDRANT ARRANGEMENT
FOR DEAD END MAINS
SCALE: NTS
KERB LINE
600 OR
AS DIRECTED
REPLACEMENT OPTION 1
TYPICAL DUAL HYDRANT ARRANGEMENT STANDARD REPLACEMENT
ADJACENT TO MAIN CROSSING EXISTING SERVICE EASEMENTS
SCALE: NTS
REPLACEMENT OPTION 2
TYPICAL DUAL HYDRANT ARRANGEMENT
ADJACENT TO MAIN
SCALE: NTS
REPLACEMENT OPTION 3
TYPICAL DUAL HYDRANT ARRANGEMENT ADJACENT
TO MAIN ALTERNATIVE VALVE LOCATION
SCALE: NTS
REPLACEMENT OPTION 4
TYPICAL DUAL HYDRANT ARRANGEMENT
STANDARD REPLACEMENT
SCALE: NTS
REPLACEMENT OPTION 5
TYPICAL DUAL HYDRANT ARRANGEMENT
150mm TO 225mm MAINS ONLY
SCALE: NTS
REPLACEMENT OPTION 5
TYPICAL INSTALLATION OF DUAL HYDRANTS
ON DN150 BRANCH LINE
SCALE: NTS
EXISTING "TYPE B"
HIGH CAPACITY HYDRANT ARRANGEMENT
SCALE: NTS
EXISTING "TYPE A"
HIGH CAPACITY HYDRANT ARRANGEMENT
SCALE: NTS
SLUICE VALVE MAX SIZE
DN 450 (SEE NOTE 6)
PRECAST CONCRETE OR
RECYCLED PLASTIC SURROUND
AND CAST IRON STOP VALVE BOX
AS PER STD DRG WSS024
PRECAST CONCRETE OR
RECYCLED PLASTIC SURROUND
AND CAST IRON HYDRANT BOX.
AS PER STD DRG WSS024
DN225 CONCRETE PIPE OR
APPROVED EQUIVALENT
CONCRETE KERB
AND GUTTER
WHERE APPLICABLE
CONCRETE KERB
AND GUTTER
WHERE APPLICABLE
SURROUND AS
PER DETAIL A
HYDRANT
BEND
SERVICE
COPPER TUBE
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_016.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
WATER MAINS DN100 - DN750
TYPICAL DETAILS
IN GROUND SLUICE VALVE
AND HYDRANT INSTALLATIONS
M. Barrett 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-016
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
4WSS 024 ADDED TO COVER DETAIL
11/01/2013
3 CLEARANCE TO TOP OF HYDRANT REVISED11/01/2013
2 CLEARANCE TO TOP OF HYDRANT ADDED1/08/1999
Water.ctb
Standard Drawing
PLAN PLAN
SECTION 1-1 SECTION 2-2
STOP PLATE DETAILSCALE: 1 : 1
EXTENDABLE STANCHION(TWO PER LADDER)
SCALE: 1 : 5
ELEVATIONSCALE: 1 : 10 SIDE ELEVATION
SCALE: 1 : 10
PLANLADDER CLEAT DETAIL (NOTE 5)
RUNG DETAILSCALE: 1 : 2
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
1 1 2 2
Rev
Date:Drawn:
EngineeringChecked:
DesignAuthority:
Verified:
Designed:
A1No. DESCRIPTION DATE ENG CHECKED DESIGN AUTH
Current
STANDARD DRAWING
ACCESS LADDER (FIXED, VERTICAL RUNG TYPE)
WITH EXTENDABLE STANCHION
DETAILS WSS-023 A
27/07/2016M. Matusiak
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
A ISSUED FOR USE AND TRANSITION TO WSAA CODES 28/10/2016 I. McRae P. Language
VERIFIED
The information contained within this drawing & associated electronic file shall remain the property of Icon Water and shall not be copied or used for any other purpose without express written permission from Icon Water. © Icon Water. 2016
Drawing Status:
Standard DrawingDrawing Type:
SCALE 1: 5 -DETAIL A
B-
C-
SCALE 1: 1 -DETAIL B
SCALE 1: 1 -DETAIL C
100
65
2250
1020
1150
1100
3 TYP.
3 TYP.
Ø12 BAR
END CAP & HANDLE TO BE PINNED
END CAP TO BE PINNED IN-SITU
25NB MEDIUM GAUGE PIPE
Ø12 BAR65 LONG
BOTTOMBRACKET
TOP BRACKET
15
20
70
30°
40
= =
3TYP.
40
10 STOP PLATES.20x6 FL x 20 LONG(SEE DETAIL)
75x10EA x90 LONG
40
40
75x10EA x90 LONG
20
20
5
5
NOTES:1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH WSS-002 AND ALL NOTES ON WSS-002 ARE APPLICABLE TO THIS DRAWING. 2. VERTICAL HEIGHT AND NUMBER OF RUNGS ETC. WILL BE SPECIFIC TO A PARTICULAR CHAMBER. 3. MATERIAL OF CONSTRUCTION HOT-DIP GALVANISED CARBON STEEL. ALL FASTENERS TO ALSO BE HOT DIP GALVANISED. "COLD GALVANISING" IS NOT ACCEPTABLE. THIS DESIGN IS ALSO APPLICABLE FOR STAINLESS STEEL CONSTRUCTION. 4. IF STAINLESS STEEL CONSTRUCTION IS TO BE USED, MINIMUM GRADE SHALL BE 316/316L. ALL BOLTS AND NUTS SHALL BE GRADE 50 STAINLESS STEEL 316 AND ALL NUTSSHALL BE MOLYBDENUM COATED TO PREVENT SEIZING. 5. IF LADDER IS TO BE INSTALLED IN A CYLINDRICAL CHAMBER e.g. A SEWER MANTINANCE HOLE, THE CLEAT IS TO BE DESIGNED TO SUIT THE SPECIFIC CHAMBER DIAMETER.
ELEVATIONLADDER CLEAT DETAIL
A-
250
MIN
.(N
OTE
2)
1020
50
150
(NO
TE 2
)
250
MIN
.(N
OTE
2)
250 MIN. TYP.RUNG SPACING
(NOTE 2)
237ON CLEAT
25 TYP.
75
45 TYP.
60° TYP.
LADDER STILE.75x12 FL
6TYP.
STI
LE
LADDER CLEAT.75x10 FL
75
==
245
Ø14 HOLE M12 CHEMICAL ANCHOR100 MIN. EMBEDMENT
33
6
Ø20 BAR
LADDER STILE.75x12 FL
375 MIN.525 MAX.
100
200
60
250
225
450
425
360
425
230
165
33
10
25
3
0
3
0
33
10
20
300
150
570
510
920
860
430 430
515
460
400 400
10
30
30
60
5
0
5
0
28
10
20
450
365
700
615
300
150
370
315
615
565
30
10
60
4
0
4
0
25
28
426
440275
500
345
225
260
35
500
500
SV
DEPTH TO SUIT
STOP VALVE BOX
1-R10 CENTRAL
30 COVER
500
1-R10 CENTRAL
30 COVER
H
500
DEPTH TO SUIT
FIRE HYDRANT BOX
NOTES:
1. PRECAST CONCRETE TO BE IN ACCORDANCE WITH AS 3600. GRADE 25 MPa, MAX SLUMP 80.
2. REINFORCEMENT TO BE IN ACCORDANCE WITH AS 1302 AND AS 1304 WHERE APPLICABLE
REINFORCEMENT FOR METER BOXES TO BE F41 FABRIC.
3. PLACED IN CENTRE OF WALLS AND COVERS. REINFORCEMENT FOR MARKER POSTS,
SURROUNDS AND BASES TO BE R 10 AS SHOWN. UNLESS NOTED OTHERWISE MINIMUM
COVER 25.
4. WM DENOTES WATER MAIN.
SV DENOTES SLUICE VALVE.
RV DENOTES REFLUX VALVE.
FH DENOTES FIRE HYDRANT.
5. FOR MARKER POST DETAILS, REFER TO NOTES 3 AND 4 ON DRAWING WSS-016. IN PAVED
AREAS, INDICATOR PLATE TO BE PLACED ON FACE OF KERB OR ADJACENT BUILDING BUT NOT
MORE THAN 3000 FROM VALVE OR HYDRANT.
6. FOR INSTALLATION DETAILS SEE DRG WSS-016.
7. METER BOX COVERS TO BE COLOURED AS FOLLOWS:
RECYCLED WATER - LILAC (COLOUR CODE P23 - AS2700-2011).
POTABLE WATER - JADE (COLOUR G21 - AS2700-2001).
8. ALL DIMENSIONS IN MILLIMETRES (mm) UNLESS OTHERWISE NOTED.
2
-
3
-
DETAIL
SCALE
2
-
: NTS
DETAIL
SCALE
3
-
: NTS
PLASTIC RECTANGULAR
METER BOX BASE
SCALE: NTS
SMALL RECTANGULAR
METER BOX BASE
SCALE: NTS
MEDIUM RECTANGULAR
METER BOX BASE
SCALE: NTS
LARGE RECTANGULAR
METER BOX BASE
SCALE: NTS
SLUICE VALVE SURROUND
SCALE: NTS
HYDRANT SURROUND
SCALE: NTS
PLASTIC RECTANGULAR
METER BOX COVER
SCALE: NTS
SMALL RECTANGULAR
METER BOX COVER
SCALE: NTS
MEDIUM RECTANGULAR
METER BOX COVER
SCALE: NTS
LARGE RECTANGULAR
METER BOX COVER
SCALE: NTS
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_024.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
TYPICAL DETAILS - PRECAST CONCRETE ELEMENTS
METER BOXES AND MARKER POSTS
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-024
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
2 FIRE HYDRANT, MARKER POST, INDICATOR PLATE AND BASE DETAILS REMOVED
1/04/1999
1 PLASTIC RECTANGULAR METER BOX REPLACES SMALL CONICAL1/03/1999
Water.ctb
Standard Drawing
L3
3
3
L2L2
L1
RESTRAINED JOINT
DICL PIPE
RESTRAINED JOINT
RESTRAINED CUT-IN
DN
100
150
300
356 110582
406135 682
610 170 956
508225155
824
DN
HORIZONTAL VERTICAL DOWN VERTICAL UP
11 1/4° 22 1/2° 45° 90° 11 1/4° 22 1/2° 45° 11 1/4° 22 1/2° 45°
(m) (m) (m) (m)(m) (m) (m)
(m)(m) (m)
(m)
100
150
300
0.8
1.1
1.9
1.6
2.2
3.9
3.3
4.6
8.1
8.0
11.2
19.6
2.4
3.4
6.1
4.9
6.9
12.4
10.1
14.3
25.9
0.8
1.1
1.9
1.6
2.2
3.9
3.3
4.6
8.1
24.4
34.6
62.4
2251.5
3.16.4 15.5
4.8 9.720.3
1.5 3.16.4 48.9
DNDN
LARGESMALL
PIPE PIPE
150
300
300
100
100
150
100
150
26.0
147.0
86.5
18.2
54.6
46.0
225
225
77.9
37.3
38.1
26.1
300 225
35.7
27.2
B
A
(SEE NOTE 5)
DICL PIPE
1 m MIN.
(SEE NOTE 5)
RESTRAINED JOINT
GASKET SEAT
BOTTOM OF SOCKET
RETAINER SEAT
PIPE SOCKET
PIPE SPIGOT
RESTRAINED JOINT
DICL PIPE
DESIGN PARAMETERS
MAXIMUM PRESSURE (INC. SURCHARGE) (MPa)
COVER (mm)
GREENSLEEVEY
600
1.4
DNDN
100
150
300
MIN. DISTANCE BETWEEN JOINTS 'A'
2 METRES
5.5 METRES11 METRES
100
100
150
100
150
225
100
150
300
20.3 13.1
1.7
17.57.0
30.4 23.1 11.5
0.2
22.7
9.3
0.20.2
8.4
0.2
58.150.5 38.5
225
13.4
26.6
44.6
0.2
15.8
37.1
0.2
0.2
25.3
14.730.440.4225
RESTRAINED JOINT
DICL PIPE
RESTRAINED JOINT
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETRES (mm) UNLESS OTHERWISE NOTED.
2. ALL RESTRAINED LENGTHS ARE APPLICABLE FOR BURIED PIPELINES ONLY THE MINIMUM OF
PIPELINE REQUIRED TO BE RESTRAINED IS CALCULATED FROM THE PIPE DIAMETER, FITTING TYPE,
STANDARD TRENCH CONDITIONS AND DESIGN PARAMETERS AS SHOWN.
3. THE LENGTH OF RESTRAINT REQUIRED IS THE AMOUNT OF PIPELINE THAT MUST BE ANCHORED
EITHER SIDE OF THE FITTING, INCLUDING THE FITTING JOINTS.
4. SPECIAL CONSIDERATION IS REQUIRED IF THE DESIGNATED RESTRAINED LENGTH FOR A FITTING
ENCROACHES, OR OVERLAPS, WITH THE DESIGNATED RESTRAINED LENGTH FOR ANOTHER FITTING.
THE MANUFACTURERS OR DESIGN CONSULTANT GUIDANCE SHOULD BE SOUGHT.
5. THE LENGTH OF RESTRAINT REQUIRED FOR TEES APPLIES TO THE BRANCH ONLY. THE 'MINIMUM
DISTANCE BETWEEN JOINTS' "A" IS THE MINIMUM DISTANCE BETWEEN THE NEAREST
UNRESTRAINED JOINT EITHER SIDE OF THE TEE, NOT INCLUDING THE TEE. RESTRAINT IS NOT
REQUIRED IN THE MAIN LINE SOCKETS OR GIBAULT JOINTS, UNLESS ENCROACHING (SEE NOTE 4).
HYDRANT TEES AND OTHER NON-THRUST BEARING FITTINGS DO NOT REQUIRE RESTRAINT.
6. FOR TAPERS, IF THE MINIMUM LENGTH OF THE ADJACENT SMALL PIPE SIZE OCCURS, WITHOUT
ENCROACHING ANOTHER FITTINGS RESTRAINT, THEN ONLY ONE RESTRAINED JOINT IS REQUIRED
IN THE LARGE SOCKET OF THE TAPER. IF THE MINIMUM LENGTH OF SMALL PIPE DOES OCCUR THEN,
FULL RESTRAINT IS REQUIRED.
7. FLUSHING BENDS SHALL BE TREATED AS A DEAD END.
8. SPECIAL DESIGN SHALL BE REQUIRED FOR 90 DEGREE VERTICAL BENDS.
9. IDENTIFICATION TAPE FOR IDENTIFICATION OF RESTRAINED SECTIONS OF THE PIPELINE, SHALL BE
PLACED ALONG THE TOP OF THE RESTRAINED PIPE LENGTHS AND FASTENED TO THE PIPE AT NOT
LESS THAN 3m CENTRES. THE IDENTIFICATION TAPE SHALL BE PINK COLOURED POLYETHYLENE
TAPE APPROXIMATELY 100mm WIDE WITH THE INSCRIPTION:
'WARNING - RESTRAINED PIPELINE - USE RESTRAINED FITTINGS ONLY'.
10. WHEN MAINTAINING OR CUTTING RESTRAINED SECTIONS OF PIPELINE IT IS ADVISED THAT THE
EFFECTIVE LENGTHS OF THE FITTINGS ARE MEASURED ON SITE TO CONFIRM THEIR COMPLIANCE
WITH THIS DRAWING.
11. RESTRAINED JOINTS MAY BE ASSUMED TO ACT THE SAME AS A FLANGED JOINT.
12. FOR THE DESIGN AND CONSTRUCTION OF THRUST BLOCKS AND ANCHOR BLOCKS FOR GATE VALVES
AND UN-RESTRAINED VERTICAL BENDS, REFER TO WSS-011 AND WSAA STANDARD DRAWING
WAT-1207 FOR GUIDANCE.
ASSEMBLY
A. JOINTING SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.
B. RESTRAINT VIA LOCKING GASKETS IS ONLY TO BE USED WITH DUCTILE IRON PIPES AND FITTINGS
FEATURING THE TYTON REGISTERED JOINT. DO NOT USE WITH OTHER DUCTILE IRON SOCKET
PROFILES, CAST IRON (GREY IRON) PIPES AND/OR FITTINGS OR PVC PIPES AND/OR FITTINGS.
C. IF THE MAXIMUM JOINT DEFLECTION IS DESIRED, PUSH THE SPIGOT TO THE FIRST WITNESS MARK
ONLY AND THEN DEFLECT THE JOINT. THE JOINT WILL NOT DEFLECT AFTER INSERTING THE SPIGOT
ALL THE WAY HOME.
DISASSEMBLY
A. JOINTS MAY BE DISASSEMBLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.
B. DO NOT REUSE RESTRAINED JOINT GASKETS.
PLAN
HORIZONTAL BEND
SCALE : NTS
ELEVATION
VERTICAL BEND - UPWARD THRUST
SCALE : NTS
ELEVATION
VERTICAL BEND - DOWNWARD THRUST
SCALE : NTS
PLAN
HORIZONTAL TEE
SCALE : NTS
RESTRAINED CUT-IN
SCALE : NTS
RESTRAINED JOINT SYSTEM
SCALE : NTS
RESTRAINED
LENGTH
'B' (m)
RESTRAINED
LENGTH
'B' (m)
RESTRAINED
LENGTH
'B' (m)
MIN. LENGTH OF
SMALL PIPE FOR
ONE RESTRAINT
(m)
MIN. LENGTH OF
LARGE PIPE FOR
FULL RESTRAINT
(m)
INSERT
L1
(mm)
CONNECTOR
L2
(mm)
OVERALL
L3
(mm)
BRANCH
PIPE
MAIN
PIPE
BENDS
(SEE NOTE 3)
TEES
(SEE NOTE 5)
TAPERS
(SEE NOTE 6)
DEAD
ENDS
D
O
W
N
W
A
R
D
T
H
R
U
S
T
U
P
W
A
R
D
T
H
R
U
S
T
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_025.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
RESTRAINED JOINT THRUST RESTRAINT FOR
DN100 TO DN300 DUCTILE IRON CEMENT LINED (DICL) MAINS
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-025
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
1 DN200 & DN250 PIPES AND POLYETHYLENE SLEEVING REMOVED
1/03/1999
Water.ctb
Standard Drawing
LOT A
LOT H
LOT B
LOT C
LOT D
LOT E
LOT F
LOT G
KERB LINE
PROPERTY BOUNDARY
PROPERTY BOUNDARY
FO
OTPATH
PROPERTY BOUNDARY
DN
63 PE M
AIN
DN100 MAIN
MAXIMUM NUMBER OF
PROPERTY SERVICE CONNECTIONS
TO DN63 MAINS
MAXIMUM LENGTH
OF DN63 MAIN
8
80 m
FINISHED SURFACE LEVEL
HYDRANT
CONCRETE SUPPORT RING
ANCHOR BLOCK
FINISHED SURFACE LEVEL
CONCRETE SUPPORT RING
SOCKETED HYDRANT TEE
DN100 DICL OR
PVC PIPE
HYDRANT
HYDRANT RISER
COVER AND SURROUND
AS PER ICON WATER REQUIREMENTS
ON STD DRG WSS024.
FINISHED SURFACE LEVEL
CONCRETE SUPPORT RING
HYDRANT
HYDRANT RISER
ANCHOR BLOCK
SEE NOTE 10
100 FLANGED SOCKET
PUSH FIT ADAPTOR
100 x DN 50 TAPPED FLANGE
63 X 50 MI
RESTRAINED JOINT
PUDDLE
DN 100 DICL PIPE
100 X DN 50 TAPPED FLANGE
RESTRAINED JOINT
100 FLANGED SOCKET
DN 100 DICL PIPE
FLANGE
MIN 1000
MIN 1000
80 X DN 50 TAPPED FLANGE
AS PER ICON WATER REQUIREMENTS
COVER AND SURROUND
ON STD DRG WSS024.
DN63 PE 100
PN16 PIPE
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETRES (mm) UNLESS OTHERWISE SHOWN.
2. PE PIPES SHALL BE PE100 PN 16 AND INSTALLED IN ACCORDANCE WITH WSA 01.
3. PE ELECTROFUSION FITTINGS SHALL BE CLASS PN 16.
4. PE PIPES EXCEEDING 12 MONTHS FROM THE DATE OF MANUFACTURE SHALL NOT
BE USED.
5. ALL PIPES SHALL BE EXAMINED FOR SURFACE DAMAGE IMMEDIATELY BEFORE
INSTALLATION. PIPES WITH SCORES OR SCRATCHES ON THE EXTERNAL
SURFACES DEEPER THAN 10% OF THE WALL THICKNESS ARE TO BE REJECTED.
6. ONLY ICON WATER APPROVED TOOLS AND MATERIALS ARE TO BE USED DURING
THE JOINTING OPERATION.
7. PE PIPES SHALL NOT BE PULLED TO A RADIUS OF LESS THAN 25 OD.
8. WHERE EVER POSSIBLE A SINGLE LENGTH OF PE PIPE SHOULD BE USED.
9. WHERE BACKING FLANGES ARE USED THEY SHALL BE MANUFACTURED FROM
STAINLESS STEEL AND ALL NUTS AND BOLTS SHALL BE OF 316 STAINLESS STEEL.
10. ANCHOR BLOCKS TO BE KEYED INTO SIDE OF TRENCH. CARE SHOULD BE TAKEN
TO ENSURE CONCRETE FOR ANCHOR BLOCKS DOES NOT COME INTO CONTACT
WITH SOCKET OF HYDRANT TEE.
11. WHERE THERE ARE A LARGE NUMBER OF PROPERTY SERVICE CONNECTIONS
(MORE THAN 15) THE DICL OR PVC MAIN CAN BE EXTENDED FURTHER ALONG
THE ROAD RESERVE PROVIDED THAT A HYDRANT IS INSTALLED PRIOR TO
TAPERING DOWN TO THE DN63 PE PIPE.
12. SEE PART 2 TABLE 2.3 Z- HYDRANT SPACING FOR FIRE RISK F6.
13. DRAWING NOT TO BE USED FOR NEW CONSTRUCTION. TO BE USED ONLY FOR
LEGACY ASSETS.
DETAIL
SCALE
2
-
: NTS
2
-
1
-
DETAIL
SCALE
1
-
: NTS
DETAIL
SCALE
1
-
: NTS
TYPICAL CUL-DE-SAC
SCALE: NTS
(ALTERNATIVE CONNECTION)
COVER AND SURROUND
AS PER ICON WATER
REQUIREMENTS ON
DRG WSS024.
PUSH FIT
ADAPTOR
63 X 50 MI
PUDDLE
FLANGE
ANCHOR BLOCK
SEE NOTE 10
DN63 PE 100
PN16 PIPE
DN 80 X 80
FLANGED TEE
FLUSHING BEND OR
SOC X SOC FL TEE
(AT MAIN)
DN63 PE 100
PN16 PIPE
PUSH FIT
ADAPTOR 63 X 50 MI
DN100 DICL OR
PVC PIPE
FLUSHING BEND OR
SOC X SOC FL TEE
(AT MAIN)
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_026.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
MAINLAYING - CUL DE SACS
DN63 POLYETHYLENE (PE) MAINS
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-026
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
2 DN63 PE CONNECTION DETAIL REMOVED
1/02/2000
1 NUMBER OF PROPERTIES REDUCED1/01/2000
Water.ctb
Standard Drawing
THIS DRAWING IS ONLY TO BE USED FOR THE MAINTENANCE
OF EXISTING DN63 POLYETHYLENE MAINS.
DO NOT USE DN63 POLYETHYLENE FOR NEW CONSTRUCTION.
KERB
KERB
100
MAIN
RO
AD
FH
FOR MARKER POSITION
REFER TO NOTE 6
KERB
KERB
KERB
KERB
100
100
100
WHITE MARKER
BLUE MARKER
MEDIAN
TRAFFIC FLOW
KERB
KERB
KERB
KERB
TRAFFIC FLOW
100
100
KERB
KERB
100
100
100
100
LOWER LEVEL
UPPER LEVEL
TRAFFIC FLOW
KERB
KERB
KERB
KERB
TRAFFIC FLOW
FH FH
FH
FH
FH
FH
FH
FH
FH FH
FH
FHFH
FIG. 1
SINGLE LANE ROADWAYS
SCALE: NTS
FIG. 2
MULTILANE ROADWAYS
SCALE: NTS
FIG. 4
CUL DE SACS
SCALE: NTS
FIG. 3
INTERSECTIONS
SCALE: NTS
FIG. 5
SPLIT LEVEL ROADS
SCALE: NTS
NOTES:
1. BLUE REFLECTIVE HYDRANT MARKERS ('CATS EYES' - 2-WAY BLUE) SHOULD BE ADHERED TO
THE ROAD SURFACE WITH BITUMINOUS RESIN.
2. THE MARKERS ARE TO BE ADHERED TO THE ROAD SURFACE IN LINE WITH THE HYDRANT, 100
OFF THE CENTRELINE OF THE ROAD TOWARDS THE SIDE ON WHICH THE HYDRANT IS
LOCATED. (FIG. 1)
3. WHERE THE CENTRE OF THE ROAD IS NOT MARKED, A NORMAL WHITE PAVEMENT MARKER IS
TO BE INSTALLED IN THE CENTRE OF THE ROAD AND THE BLUE MARKER ADJACENT TO IT AND
IN LINE WITH THE HYDRANT. (FIG. 1).
4. ON MULTILANE CARRIAGEWAYS MARKERS ARE TO BE INSTALLED 100 FROM THE LEFT AND
RIGHT HAND LANE DELINEATORS, TOWARDS THE SIDE ON WHICH THE HYDRANT IS LOCATED.
(FIG. 2).
5. WHERE A HYDRANT IS LOCATED AT AN INTERSECTION THE MARKER IS TO BE POSITIONED ON
BOTH ROADS, IN LINE WITH THE HYDRANT AND 100 OFF THE CENTRELINE OF THE ROAD
TOWARDS THE SIDE OF THE ROAD ON WHICH THE HYDRANT IS LOCATED. (FIG. 3).
6. IF A HYDRANT IS LOCATED IN A CUL DE SAC THE MARKER IS TO BE INSTALLED
APPROXIMATELY ONE METRE FROM THE CENTRE OF THE CUL DE SAC, OFF SET TOWARDS THE
POSITION OF THE HYDRANT. (FIG. 4).
7. IF A ROAD HAS ONE TRAFFIC LANE HIGHER THAN THE OTHER THE MARKER IS TO BE
INSTALLED IN LINE WITH THE HYDRANT 100 FROM THE KERB ON THE SIDE OF THE ROAD
TOWARDS THE HYDRANT. (FIG. 5).
8. FH DENOTES FIRE HYDRANT.
9. ALL DIMENSIONS IN MILLIMETRES (mm) UNLESS OTHERWISE NOTED.
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_027.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
HYDRANT MARKERS ON ROADS
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-027
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
2 FIGURE 1 DIMENSION AMENDED11/01/2013
1 REFERENCE ADDED TO FIGURE 411/01/2013
Water.ctb
Standard Drawing
VALVES
AIR RELEASE VALVE
BALL VALVE
GATE VALVE
PENSTOCK VALVE
PLUG VALVE
REFLUX VALVE (AKA CHECK VALVE)
SCOUR VALVE
STOP LOG
FITTINGS
BURIED VERTICAL RISER (BVR)
DEAD END
DISCHARGE POINT
GAUGING POINT (ACTIVE)
GAUGING POINT (NON-ACTIVE)
INSPECTION SHAFT (STANDARD 225mm)
MAINTENANCE HOLE
REDUCER
RODDING POINT
SCREEN
SERVICE POINT
SLOPE JUNCTION
SPECIAL INSPECTION SHAFT
STORAGE TANK (BURIED) OR SEWAGE OVERFLOW STRUCTURE
STORAGE TANK (NOT BURIED)
TEE
VENT (EDUCT)
VENT (INDUCT)
VERTICAL DROP
VORTEX DROP
WEIR
VERTICAL RISER
PUMPS
PUMP, PUMP STATION
EXISTING SEWER GRAVITY MAINS
RETICULATION MAIN
SIPHON MAIN
TRUNK MAIN
TUNNEL
EXISTING MAINS TO BE ABANDONED
PROPOSED OR NEW SEWER GRAVITY MAINS
RETICULATION MAIN
SIPHON MAIN
TRUNK MAIN
TUNNEL
EXISTING SEWER SERVICE LINES
SEWER TIE OR PROPERTY SERVICE LINE
EXISTING SERVICES TO BE ABANDONED
PROPOSED OR NEW SEWER PRESSURE MAINS
RISING MAIN
SCOUR MAIN
eSW
EXISTING ULTILITIES
EFFLUENT REUSE MAIN (EFF)
ELECTRICITY
GAS MAIN (GAS)
STORMWATER MAIN (STW)
TELECOMMUNICATIONS (TELESTRA / TRANSACT)
WATER MAIN (WAT)
ABANDONED
PROPOSED ULTILITIES
EFFLUENT REUSE MAIN (EFF)
ELECTRICITY (ELC)
GAS MAIN (GAS)
STORMWATER MAIN (STW)
TELECOMMUNICATIONS (TELSTRA / TRANSACT)
WATER MAIN (WAT)
FUTURE EXTENSION (F.EXT)
eW
X X
BVR
P
SL
PLUG
W
V
S
OTHER
PIPE CROSSOVER
EXISTING SEWER PRESSURE MAINS
RISING MAIN
SCOUR MAIN
EXISTING MAINS TO BE ABANDONED
X X
SVI
SVE
SVD
S
S
S
X X
SRM
eS
eS
eS
eS
eS
X X
RP
SMS
SIS
G G
W
SW
SEWER
T
D0.61m
1.83m
PLAN TYPE SCALE PAPER SIZE
SEWERAGE MASTER PLAN 1:2500 A1
HYDRAULICS KEY PLAN
1:1000, 1:2000,
1:2500
A1
HYDRAULIC ESTATE SERVICES PLAN
1:200, 1:500
A1
EXTERNAL SERVICES PLAN
1:200, 1:500 A3 (MIN.)
DRAINAGE PLAN
1:100, 1:200, 1:250,
1:500
A1, A2, A3, A4
TIE BOOK 1:500 A4
SEWER MAIN SEWER TIE STORMWATER MAIN
m
%
612.220
675 x
28.3
0.46
612.090
UPSTREAM INVERT LEVEL
PIPE DIAMETER
PIPE GRADE
DOWNSTREAM INVERT LEVEL
PIPE LENGTH (m)
UPSTREAM INVERT LEVEL
PIPE DIAMETER
PIPE GRADE
DOWNSTREAM INVERT LEVEL
PIPE LENGTH (m)
612.220
150 PE
28.3
0.46
612.090
LINETYPE
LINE THICKNESS
EXISTING FEATURES 0.25mm
EXISTING MAINS 0.25mm
EXISTING MAINS TO BE ABANDONED 0.25mm
PROPOSED OR NEW MAINS 0.70mm
FUTURE MAINS 0.50mm
STAGE BOUNDARY 1.00mm
WATER ZONE BOUNDARY 0.70mm
X X
LINETYPE
LINE THICKNESS
DOMESTIC WATER SERVICE 0.50mm
FIRE SERVICE 0.50mm
SPRINKLER SERVICE 0.50mm
W
SW
S S
LINETYPE
LINE THICKNESS
SEWER MAIN 0.50mm
STORMWATER MAIN, MANHOLE & SUMP
0.50mm
WATER MAIN 0.50mm
ERM ERM
W
SS
FS
L OF C
L OF C
LIMIT OF CONTRACT
PROPOSED OR NEW SEWER SERVICE LINES
SEWER TIE OR PROPERTY SERVICE LINE
SEWER TIE CONNECTED TO MAINS
SEWER TIE WITH BVR CONNECTED TO MAINS
BVR
TIE LENGTH (m)
TIE DEPTH (m)
SEWER SYMBOLS
SEWERAGE SYSTEM
ALL SYMBOLS SHALL BE IN BLACK UNLESS OTHERWISE SHOWN.
SEWER LINES
SEWERAGE MAINS AND SERVICE LINES FOR KEY AND
HYDRAULIC (OR EXTERNAL) SERVICES PLANS
OTHER UTILITIES FOR KEY AND HYDRAULIC
(OR EXTERNAL) SERVICES PLANS
HYDRAULIC LINES AND OTHER UTILITIES
FOR HYDRAULICS KEY PLANS AND MASTER PLANS
HYDRAULIC LINES AND OTHER UTILITIES
FOR DRAINAGE PLANS
HYDRAULIC LINES AND OTHER UTILITIES
FOR TIE BOOKS
HYDRAULIC INFORMATION BOXES FOR ALL UTILITIES
NOTES
1. ALL PIPES SHALL CONFORM WITH THE ICON WATER
DESIGN STANDARDS.
2. PIPELINES INSIDE LEASED BOUNDARIES TO BE AS
PER AS 3500.
STANDARD DRAWING TYPES, SCALE RANGES AND PAPER SIZES
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_030.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
SEWERAGE SYSTEM
DESIGN SYMBOLS AND NOTATION
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-030
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
Water.ctb
Standard Drawing
NOMINAL SIZE
OF INCOMING
BRANCH
(Db)
MINIMUM
SIZE OF
DROP PIPE
(d)
MINIMUM
DROP
(X)
150
225
300
375
150
150
225
300
450
450
560
680
MINIMUM DIAMETER AND HEIGHT
OF SEWER DROPS (NOTE 10)
LARGEST
INLET PIPE
(DN)
BENCHING
DEPTH
< OR = 375
450
> 450
BENCHING DEPTH
TO OBVERT LEVEL
(MAX. 400)
400 MINIMUM
1/2 D + 100
(MIN 400)
600 M
IN
.
1200 M
AX
DN600
DN1050
150
1 in
10
225
525
100
150
275
FO
R M
IN
. D
RO
P SEE TABLE
150
200
150
COVER TYPE SEE NOTE 8
150
150
FLO
W
50 x 50 FILLETS
150
150
"d"
525
150
150
R > or = 2.5 d"D"
FORMED BASE
TRENCH WALL
MAINTENANCE HOLES TO BE OFFSET AS SHOWN HERE OR
ON STANDARD DRAWING NO. WSS 062 OTHERWISE PLAN DETAILS
5 INTERIOR SURFACE WALLS OF MAINTENANCE HOLE
SHALL BE RUBBED BACK TO REMOVE FEATHERS,
DAGS OR SHARP GRIT ON SURFACE.
6 CONCRETE SHALL BE 32MPa.
NOTES
1. DN1050 MAINTENANCE HOLE CAN BE USED WHEN:
- OUTLET SEWER DIAMETER IS DN450 OR LESS; AND
- MAINTENANCE HOLE DEPTH <6.0M
2.DN1200 MAINTENANCE HOLE (REFER DRG WSS 053) TO BE
USED IN LIEU WHEN:
- SEWER SIZE IN THE RANGE DN 525 TO DN 675; OR
- SEWER DEPTH IN RANGE 6.0M TO 8.0M.
3.SPECIAL MAINTENANCE HOLE STRUCTURE (SEE PART 3, CLAUSE 5.1.9)
TO BE USED WHEN SEWER LARGER THAN DN 675 OR MAINTENANCE HOLE
DEEPER THAN 8.0M, OR WHEN DICTATED BY CHANNEL RADIUS
REQUIREMENTS.
ACCEPTABLE FALLS THROUGH MAINTENANCE HOLES AS PER.
PART 3 CLAUSE 5.1.6.
IRRESPECTIVE OF THE ABOVE REQUIREMENTS, THE GRADE
SHALL NOT BE REDUCED THROUGH THE MAINTENANCE HOLE.
7.
8.
FINISHED COVER LEVELS SHALL BE:9.
a) AS SHOWN ON DETAIL DRAWINGS;
c) 25 ABOVE FINISHED SURFACE IN LANDSCAPED AREAS
b) FLUSH WITH PAVEMENT IN PAVED AREAS, FOOTHPATHS
AND BICYCLE PATHS
d) ELSEWHERE 75 ABOVE FINISHED SURFACE LEVEL.
12.
PRECAST MAINTENANCE HOLES ARE AN ACCEPTABLE ALTERNATIVE
PROVIDED THEY ARE CONSTRUCTED IN CONFORMITY
WITH STANDARD DRAWING NOS WSS 057 AND WSS 058
NOTE THAT MAKE-UP NECK RINGS ARE TO BE
SELECTED SO THAT THE NECK LENGTH DOES NOT EXCEED 200.
PRECAST CONCRETE MAINTENANCE HOLES SHALL BE LIMITED TO
A DEPTH OF 6.0M.
13.
ALL DIMENSIONS IN MILLIMETRES(mm) UNLESS OTHERWISE NOTED.
- TO ACCOMODATE MINIMUM BENCHING CURVATURE
LARGER MAINTENANCE HOLES MAY BE REQUIRED.
- WHERE REQUIRED AS PER PART 3 CLAUSE 5.1.8.
TO BE PROVIDED FOR ICON WATER APPROVAL.
WHERE THE COVER IS LEFT ABOVE THE SURFACE AS PER c) AND d)
THE AREA AROUND THE COVER IS TO BE FILLED
AND COMPACTED AT A SLOPE OF 1 : 10 AWAY FROM THE COVER.
DN1050 MAINTENANCE HOLES SHALL NOT BE USED FOR DEPTHS
(TO BENCHING) GREATER THAN 6.0 METRES.
14.
15.
THESE NOTES ALSO APPLY TO STANDARD DRAWING NO. WSS 053.
MH COVER AND SEATING RING TO BE IN ACCORDANCE WITH
PART 3, CLAUSE 5.1.15 & 5.1.16. CLASS B CONCRETE COVERS
& SURROUNDS TO BE AS PER STD DRG WSS058.
10. FOR DROP INLETS TO MAINTENANCE HOLES, DN 'd' OF DROP
PIPE SHALL BE THE SAME SIZE OR ONE SIZE SMALLER THAN
INLET DN 'Db', EXCEPT WHEN HEIGHT OF DROP IS
LESS THAN 1500 OR 'Db' IS LESS THAN 225 WHERE
DROP DN IS TO BE THE SAME AS THE INLET DN.
11.
FOR BENCHING DEPTH DETAILS SEE ADJACENT TABLE.
4.WHERE NECESSARY TO IMPROVE FLOW STREAMLINING
PLAN
300 MIN.
600 MAX.
300 MIN.
600 MAX.
225
MIN
.
600 M
IN
.
1200 M
AX.
INLET IL
DN600
OUTLET IL
DN1050150 150
DICL SOCKET OPTIONAL
MAINTENANCE HOLE SEATING RING TO HAVE
MAXIMUM 1 IN 10 SLOPE AND FINISHED SURFACE
ADJACENT TO BE LEVELLED FOR REMOVED COVER
FOR DETAILS OF SEATING RING &
MAINTENANCE HOLE COVER SEE
NOTE 8
TOP STEP IRON
450 MIN. 600
MAX.
FOR MAINTENANCE HOLE COVER
TYPE AND CONNECTION OF COVER
SURROUND SEE TABLE ON
STANDARD DRG WSS 053
NECK
VARIABLE BETWEEN
100 & 200
USE 100 IN ROAD
PAVEMENTS
GRADE FILL AT
1 IN 10 TO
NATURAL SURFACE
COVER LEVEL
SEE NOTE 9
INTERFACE AT MH WALL
AS PER PART 3, CLAUSE 4.4
SURFACE OF BENCHING
TO BE SMOOTH WOOD
FLOAT FINISH
CAST AGAINST
UNDISTURBED &
SOLID EXCAVATION
FOR FALL THROUGH
MAINTENANCE HOLE SEE NOTE 7
CAST AGAINST
UNDISTURBED & SOLID
EXCAVATION
BOTTOM STEP IRON 300
MIN. 500 MAX. ABOVE
BENCHING
BENCHING DEPTH REFER
NOTE 11
RADIUS EDGE OF
BENCHING 10
"d" SEE
NOTE 10
& TABLE
TRIM PIPE
TO LENGTH
AT COLLAR
END
"Db" SEE NOTE 10
AND TABLE
SINGLE DICL PIPE ACROSS BACKFILL
AREA EXTENDING AT LEAST 1000
ONTO UNDISTURBED SURFACE
INVERT OF INLET PIPE TO
BE A MIN. OF 675 BELOW
BOTTOM OF TAPERED CONE
NECK
VARIABLE BETWEEN
100 & 200
USE 100 IN ROAD
PAVEMENTS
ALTERNATIVE
BASE CAST UP TO TRENCH WALL
STEP IRONS PLACED ABOVE
OUTLET PIPE.
FOR DETAILS SEE DRG WSS 002
FLOW
150
(TYP)
1455 M
IN
.
6000 M
AX. TO
BEN
CH
IN
G
-
A
PLAN
-
B
SCALE
SECTION A
-N.T.S.
-
MAINTENANCE HOLE WITH BRANCHES
SCALE
SECTION B
-N.T.S.
-
-
C
-
D
SCALE
SECTION C
-N.T.S.
-
MAINTENANCE HOLE WITH EXTERNAL DROP
SCALE
SECTION D
-N.T.S.
-
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_052.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
DN1050 CAST INSITU MAINTENANCE HOLE
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-052
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
7NECK HEIGHT IN ROADS REVISED
1/11/2001
6 DICL SOCKET AT MAINTENANCE HOLE WALL REVISED1/11/2001
5 NOTE 8 REVISED AND NOTE 10 REMOVED1/11/2001
Water.ctb
Standard Drawing
600 MINIMUM
200
O
R
A
S
D
E
T
E
R
M
I
N
E
D
B
Y
I
C
O
N
W
A
T
E
R
150
3
5
0
M
I
N
4
5
0
M
A
X
FLOW
4
5
0
150 MAX
500
NO
M
600 - 1200 (D
N 1200)
DN 600
DN 1200 - 1500
2100 M
IN
ABO
VE BEN
CH
300 MIN
600 MAX
300 MIN
600 MAX
350 MIN
FLOW
350 MIN
DN1950 MIN
1200 (D
N 1200)
INTERFACE AT MH WALL
AS PER PART 3, CLAUSE 4.4.
1
:1
0
1
:1
0
600 MINIMUM
1
:1
0
150
THIS DRAWING TO BE READ IN CONJUNCTION
WITH STANDARD DRG NO WSS-052
CONCRETE OR
BITUMEN PAVING.
(MIN. WIDTH 500)
COVER &
SURROUND
1:2 CEMENT, SAND
MORTAR PAD.
COVER AND SURROUND
APPROVED POLYURETHANE
SEALANT, THICKNESS NOT
TO EXCEED 10mm
SURFACE TO BE DRY BRUSHED
AND PRIMED PRIOR TO
APPLICATION OF SEALANT
COVER AND SURROUND
COMPACTED SOIL
EPOXY MORTAR PAD
THICKNESS NOT TO
EXCEED 50mm.
MORTAR PAD
BONDED CONCRETE
RING
COVER AND SURROUND
30 CHAMFER
COMPACTED SOIL
LANDING : CONSTRUCT OF SERRATED PLATE
GRATING WITH FLOOR PLATE NOSING. SUPPORT ON
ANGLE FIXED TO WALL WITH CHEMICAL ANCHOR
STUDS. OFFSET LANDING (WHERE REQUIRED) TO BE
SITED TO AVOID OVERFLOW FROM ANY VERTICAL
DROP. LANDINGS SHALL BE STAINLESS STEEL
(SS316L) UNLESS APPROVED OTHERWISE.
NOTES:
1. FOR GENERAL NOTES ON MAINTENANCE HOLES SEE STANDARD DRG NO WSS-052.
2. MORTAR, EPOXY MORTAR OR POLYURETHANE SEALANT TO BE APPLIED IN A MANNER TO ENSURE A CONTINUOUS CONTACT
SURFACE WITH A WIDTH OF NO LESS THAN 80mm.
3. CEMENT USED SHALL BE TYPE SR AS PER AS 2280.
CAST AGAINST UNDISTURBED
AND SOLID FOUNDATION
FOR FALL THROUGH
MAINTENANCE HOLE
SEE NOTE 7 ON
WSS052
DESIGNED TO PREVENT
FLOATATION AS PER AS 1170
FOR SEWER SIZES DN600 TO DN675 LADDER TO BE
LOCATED OVER BENCHING. MAINTENANCE HOLE TO BE
OFFSET TO PROVIDE 150 BENCH WIDTH ON SIDE
OPPOSITE LADDER.
WALL THICKNESS SHALL BE 150 FOR
MAINTENANCE HOLE DEPTH LESS THAN 6000
AND DN NOT EXCEEDING 1200, 225 FOR
MAINTENANCE HOLE DEPTH BETWEEN 6000
AND 8000. FOR LARGER DIAMETERS
STRUCTURE TO BE DESIGNED IN
ACCORDANCE WITH AS 1170 AND AS 3735
WHERE DEPTH IS GREATER THAN 6000 TO
BENCHING, INTERMEDIATE LANDINGS TO BE
PROVIDED AT 6000 LIFTS. LADDER RUNG TO BE
LEVEL WITH TOP FACE OF LANDING SEE DRG
WSS-002. WHERE A DROP PIPE IS LOCATED > 2000
FROM TOP OF BENCHING, AN INTERMEDIATE
LANDING IS REQUIRED. SEE ICON WATER FOR
DETAILS OF REQUIREMENTS.
A LADDER SHALL BE USED FOR DEPTHS
GREATER THAN OR EQUAL TO 6000. STEP
IRONS SHALL BE USED FOR DEPTHS LESS
THAN 6000. FOR DETAILED
REQUIREMENTS SEE DRG WSS-002
FOR EXTERNAL DROPS SEE
STANDARD DRG NO WSS-052
100 D.I. PIPE JOINED TO PVC
PIPE WITHIN CONCRETE
MAINTENANCE HOLE WALL
IF VENTILATION REQUIRED
SHOW LOCATION ON
RETICULATION DRAWINGS
VENTILATOR SHALL BE FINISHED
WITH 100 CI ASHDOWN VENT
COVER AS PER PART 3, CLAUSE 5.1.15
AND 5.1.16 OF ICON WATER'S WATER
SUPPLY AND SEWERAGE STANDARDS.
COVER LEVELS SEE
NOTE 9 ON WSS052
NECK VARIABLE BETWEEN
100 AND 200 USE 100 IN
ROAD PAVEMENTS
REFER FIXING
DETAILS BELOW
BENCH GRADED 1 IN
10 TO CHANNEL
4 X M12 SS BOLT AND NUT
(SPACED RADIALLY)
INSITU CAST OR EPOXY
GROUTED INTO MH WALL
METAL COVER AND
METAL SURROUND
1:2 CEMENT, SAND
MORTAR PAD
LEVELLING SPACER
MINIMUM COVER TO
REINFORCING 40
1:2 CEMENT
MORTAR FILL
OPTIONAL REBATE
DURING CASTING
100 MINIMUM SUBJECT
TO LOAD BEARING
APPROVED
POLYURETHANE SEALANT
OR EPOXY MORTAR
TYPE 1
SCALE: NTS
TYPE 2
SCALE: NTS
TYPE 3
SCALE: NTS
TYPE 4
SCALE: NTS
TYPE 5
SCALE: NTS
TYPE 6
FLUSH FINISH
SCALE: NTS
TYPE 6
ABOVE GROUND FINISH
SCALE: NTS
MAINTENANCE HOLE
SCALE: NTS
-
A
SCALE
SECTION A
: NTS
-
CONCRETE SURROUND
300 x 300 x 150 DEEP
PROPERTY POLYURETHANE SEALANT EPOXY MORTAR
MAXIMUM THICKNESS 10 mm 50 mm
TEMPERATURE STABILITY -30°C AND 60°C -30°C AND 60°C
TEMPERATURE RESISTANCE -40°C AND 90°C -40°C AND 90°C
CONCRETE BOND (MINIMUM)1.0 N/mm² 1.0 N/mm²
TENSILE STRENGTH (MINIMUM)1.0 N/mm²
40 MPa
MINIMUM FLEXIBILITY (COMPRESSION OR EXTENSION)
20% MINIMUMN/A
WATER PERMEABILITY
LESS THAN 1 x 10 ^10 m/s LESS THAN 1 x 10 ^10 m/s
WORKABILITY 20 MINUTES MINIMUM AT 25°C 20 MINUTES MINIMUM AT 25°C
MINIMUM CURING RATE
80% IN 24 HOURS, 95% IN 7 DAYS 80% IN 24 HOURS, 95% IN 7 DAYS
MH COVER & SURROUND FIXING DETAILS
TYPE DESCRIPTION
TYPE 1
MORTAR PAD, THICKNESS NOT TO EXCEED 50mm
TYPE 2
POLYURETHANE SEALANT, THICKNESS NOT TO EXCEED 10mm
TYPE 3
EPOXY MORTAR, THICKNESS NOT TO EXCEED 50mm
TYPE 4 MORTAR PAD PLUS BONDING CONCRETE RING
TYPE 5 TYPE 1 WITH 4 X M12 BOLTS
TYPE 6 SURROUNDS CAST INSITU AS PART OF CONCRETE SLABS
LOCATION
METAL COVER &
METAL SURROUND
CONCRETE COVER &
CONCRETE SURROUND
IN PAVED NON-TRAFFICABLE AREASN/A
TYPE 1
IN PAVED TRAFFICABLE AREAS TYPE 1
N/A
CAST INTO SEWERAGE STRUCTURES TYPE 6N/A
IN COMMERCIALLY MOWED OPEN SPACE AREAS TYPE 4 OR 5 TYPE 4
IN RESIDENTIAL DRIVEWAYS TYPE 1N/A
IN COMMERCIAL DRIVEWAYS
TYPE 1 (IF PAVED)
TYPE 4 OR 5 (IF UNPAVED)
N/A
INSTALLED BELOW 1:100 ARITYPE 5
N/A
INSTALLED ON OVERLOADED SEWERS (LIKELY
TO SURCHARGE ABOVE OVERT OF PIPE)
TYPE 5N/A
INSTALLED IN POORLY VENTILATED
ENVIRONMENTS EG. BASEMENTS
TYPE 4 OR 5
N/A
INSTALLED WITHIN 100M OF RECEIVING POINT
OF SEWER RISING MAIN.
TYPE 4 OR 5
N/A
ALL OTHER LOCATIONS
TYPE 2, 3 OR 4 TYPE 2, 3 OR 4
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_053.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
DN1200 - 1500 CAST INSITU MAINTENANCE HOLES
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-053
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
1 MAINTENANCE HOLE COVER AND SURROUND FIXING DETAILS ADDED
1/05/1999
Water.ctb
Standard Drawing
PLUG.
CLIP.
MAX. 20.0m TO
MAINTENANCE HOLE
ANCHOR BLOCK COMPRISING
STANDARD SCOUR STOP KEYED
TO SIDES AND BASE OF TRENCH.
FORM FACE OF ANCHOR BLOCK
WITH FIBRE CEMENT SHEET.
SEE NOTE 6
MIN GRADE 2%
300
FOR SEWER DEPTH LESS THAN 3500
900 D
EEP
1200
1
0
0
M
I
N
METAL STAR PICKET 600 LONG
TO ENABLE FUTURE DETECTION
PVC
PRO
PERTY LIN
E
OR EASEM
EN
T LIN
E
2500 M
AX
30 DEGREE BEND
100 MIN
F S L
PRO
PERTY LIN
E
OR EASEM
EN
T LIN
E
SCREW CAP
600
2%
2%
PROPERTY LINE
PRO
PERTY LIN
E
MAIN
SEW
ER PIPE
30 DEGREE BEND
60 DEGREE SLOPE JUNCTION
FLO
W
PRO
PERTY LIN
E
1000
PROPERTY LINE
MAIN SEWER PIPE
MAIN
SEW
ER PIPE
MAINTENANCE
HOLE
FLO
W
EASEMENT
FLO
W
DN 150 OR 100 PIPE AS REQUIRED
0 MIN
DRY PREMIX
CONCRETE OR COMPACTED
CONCRETE OR COMPACTED
DRY PREMIX
HOUSE DRAINAGE
MIN GRADE 2%
SEE NOTE 3
NATURAL SURFACE
45 DEGREE BEND
45 DEGREE BEND
5000 M
AX
3500 M
IN
FOR MIN DEPTH
SEE NOTE 4
300
ORIGINAL COMPACTED
TRENCH BASE
UNDISTURBED
TRENCH WALL
MINIMUM COVER AS PER
PART 3, CLAUSE 6.2.1
600 MAX
0 M
IN
600 M
AX
0 MIN
600 MAX
PLASTIC LOCATING TAPE TIED TO SOCKET
AND BROUGHT TO PEG ON SURFACE.
SEE NOTE 6.
OR EASEM
EN
T LIN
E
CUT PIPES NOT PERMITTED
SEE NOTE 1
0 MIN
600 MAX
1000 NOM (ACTUAL
FIELD DIMENSION
TO BE RECORDED)
SERVICE TIE TO BE
LOCATED PAST BOUNDARY
AND SOCKET SEALED
SEE NOTES 1 & 2
WID
TH
O
F JU
NCTIO
N O
R
WID
TH
O
F SERVICE TIE
BED
DIN
G IF BED
DIN
G IS
CO
NCRETE
2 X 600 SHORT LENGTH
IF VC MAIN
ACCEPTABLE ALTERNATIVE SERVICE
TIE LOCATION IF SIDE
BOUNDARY EXISTS
1000 N
OM
(ACTU
AL
FIELD
D
IM
EN
SIO
N
TO
BE RECO
RD
ED
)
NOTES
1. ONLY ONE FIELD CUT TO BE PERMITTED ON FULL PIPE LENGTHS BETWEEN
CONSECUTIVE SEWER TIES & MH'S, WITH THE EXCEPTION OF SHORT PIPE LENGTHS
BEING USED TO SATISFY FLEXIBILITY REQUIREMENS ADJACENT TO RIGID
STRUCTURES AS PER PART 3, CLAUSE 4.4. OTHERWISE CONTRACTORS MUST USE
STANDARD LENGTHS TO OBTAIN NECESSARY DIMENSIONS.
2. SOCKET AT END OF SERVICE TIE TO BE SEALED WITH V.C. PLUG, RUBBER RING AND
GALVANIZED WIRE RETAINING CLIP.
3. IF SPACE IS INSUFFICIENT IN PUBLIC LAND FOR 45 DEGREE JUMP-UP OR DEPTH OF
MAIN >5000, THEN JUNCTION TO BE A MAINTENANCE HOLE WITH OUTSIDE DROP OR
BY B V R.
4. AN ACCEPTABLE DESIGN WILL HAVE THE FOLLOWING MINIMUM DEPTHS:
AS PER PART 3 CLAUSE 6.2.1.
FOR RESIDENTIAL BLOCKS, CALCULATED ON THE BASIS OF A MININUM COVER OF
600 AND A MAXIMUM POSSIBLE LENGTH OF HOUSE DRAIN AT A GRADE OF 1 IN 60
FOR INDUSTRIAL AND COMMERCIAL BLOCKS, CALCULATED ON THE BASIS THAT THE
WHOLE OF THE BUILDING ZONE IS EXCAVATED TO THE LOWEST LEVEL OF THE
BUILDING ZONE, AND WITH THE MINIMUM COVER, LENGTHS AND GRADE AS ABOVE.
WHERE THE EFFECT OF PROVIDING THE EXCAVATION REQUIREMENT INVOLVES
SUBSTANTIAL LOWERING OF THE SEWER (eg GREATER THAN 1.0m FOR MORE THAN
500M DOWNSTREAM), THEN THE MATTER SHALL BE REFERRED TO ICON WATER FOR
RESOLUTION.
750mm OF COVER IF LOCATED IN ROAD RESERVES, OR 600 OF COVER IF LOCATED
WITHIN BLOCKS.
A MAXIMUM PERMISSIBLE DEPTH OF A SEWER TIE IS 2.5m.
5. SERVICE TIE MAY BE ANGLED UP TO SUIT, MAX. 100% GRADE (VIZ 1:1)
6. SERVICE TIE LOCATIONS SHALL BE IDENTIFIED WITH AN APPROVED PLASTIC TAPE.
THE TAPE SHALL BE NOMINALLY 75 WIDE AND COLOURED "CREAM" TO AS 2700 (2011)
IN ACCORDANCE WITH AS 2648 PART 1 (1995). THE TAPE SHALL BE SECURED TO THE
END OF THE TIE AND BROUGHT VERTICALLY TO THE SURFACE AND ATTACHED TO A
MARKER STAKE. THE MARKER STAKE SHALL PROTRUDE 300 ABOVE THE FINISHED
SURFACE.
7. ALL DIMENSIONS IN MILLIMETRES (mm) UNLESS OTHERWISE STATED.
THIS DRAWING TO BE READ
IN CONJUNCTION WITH
STANDARD DRG NO WSS-056
45 DEGREE JUMP UP DIRECT CONNECTION
TO SEWER OUTSIDE LEASE
FOR SEWER DEPTHS BETWEEN 3500 AND 5000
BEDDING UNDER TIES
AS PER DRG No WSS 056
ALL COMPONENTS TO BE
FULL LENGTHS OF PIPE.
SEE NOTE 1
COMPACTED
TRENCH BASE
SERVICE TIE TO BE LOCATED
INSIDE PROPERTY LINE
SEE NOTE 1
SEAL SOCKET
SEE NOTE 2
PROPERTY LINE OR
EASEMENT LINE
CONCRETE OR COMPACTED
DRY PREMIX
60 DEGREE SLOPE JUNCTION
(RILEY JUNCTION)
ORIGINAL COMPACTED
TRENCH BASE
BEDDING UNDER TIES
AS PER DRG No WSS 056
MAX. 100% GRADE
SEE NOTE 5
FOR MINIMUM &
MAXIMUM DEPTH
SEE NOTE 4
PROPERTY LINE OR
EASEMENT LINE
PLAN
SEWER DEAD END DETAIL
(ONLY TO BE USED FOR FUTURE UPSTREAM CONNECTIONS)
BURIED VERTICAL RISER (B V R)
PLAN
PLAN
SEWER WITHIN LEASE
PREFERRED SERVICE TIE LOCATION
SERVICE TIE TO BE LOCATED
INSIDE PROPERTY LINE.
SEE NOTE 1
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_054.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
TYPICAL HOUSE CONNECTIONS (SERVICE TIES)
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-054
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
5UPDATED TITLE BLOCK
1/05/2001
4 SLOPE JUNCTION AND TIE BEDDING DETAILS REVISED1/05/2001
3 TIE TO EXTEND TO EASEMENT BOUNDARY1/05/1999
Water.ctb
Standard Drawing
150
75
MIN
.
50 ADDITIONAL EXCAVATION
REQUIRED FOR ROCK
150
MIN.
(TYP)
BACKFILL
MATERIAL
GRANULAR
SURROUND
FILTER
FABRIC
(NOTE 8)
BEDDING TYPE 3
GRANULAR BEDDING AND SURROUND
(PVC, PE, ABS AND GRP PIPES)
150
100
MIN
.
150
MIN.
(TYP)
BACKFILL
MATERIAL
BEDDING TYPE 4
PLAIN OR REINFORCED CONCRETE BEDDING
(VC AND RCP PIPES)
DN/4
SURFACE LEVELSURFACE LEVEL
GRANULAR
SIDE SUPPORT
AND OVERLAY
CONCRETE
BEDDING
150
MIN
.
150
MIN
.
150
MIN.
(TYP)
BACKFILL
MATERIAL
SURFACE LEVEL
CONCRETE
SURROUND
BEDDING TYPE 5
PLAIN OR REINFORCED CONCRETE SURROUND
(VC, DICL, RCP AND GRP PIPES)
330 LAP
MIN
.
F81 MESH
75 COVER MIN.
PIPE SADDLE
WHERE
APPLICABLE
PIPE SADDLE
WHERE
APPLICABLE
A
-
FLEXIBLE JOINTS FOR CONCRETE BEDDING AND SURROUND
CAPPED HALF OF DOWEL
BITUMEN COATED
GALVANISED R16 DOWEL
(REFER NOTE 10 FOR
NUMBER OF DOWELS)
12 THK COMPRESSIBLE
MEMBRANE
CONCRETE
SURROUND
PRECAST SADDLE
WHERE APPLICABLE
300 300
12 THK COMPRESSIBLE
MEMBRANE
CONCRETE
BEDDING
PRECAST SADDLE
WHERE APPLICABLE
DN
PRECAST CONCRETE SADDLES FOR CONCRETE BEDDING AND SURROUND
(DICL AND VC PIPE)
DN
/4
12 THK
BEARING
PAD
100
MIN
.
PRECAST CONCRETE
SADDLE
MAX. SPACING 1500
MIN OF 1 PER PIPE
200
120°
TYPICAL TRENCH INSTALLATION
GRANULAR BEDDING
SURFACE LEVEL
PIPE
BED
DIN
G
PIPE O
VERLAY &
SID
E SU
PPO
RT
BACKFILL
FILTER
FABRIC
(NOTE 8)
150
MIN
.
BEDDING ALLOWANCE
75 MIN, 150 IN ROCK
DEPTH
TO
IN
VERT
(N
OTE 5)
CO
VER
ZO
NE O
F
EM
BED
MEN
T
SURFACE RESTORATION TO
INDIVIDUAL CONTRACT
REQUIRMENTS
MATERIAL SPECIFICATION COMPACTION METHOD DEGREE OF COMPACTION
UNDER ROADS, TRACKS, FOOTPATHS AND
DRIVEWAYS - ROAD SUB BASE WITH PLASTICITY
INDEX LESs THAN 12. ELSEWHERE - MATERIAL
OBTAINED FROM EXCAVATIONS OF THE PIPE TRENCH
OR ELSEWHERE, FREE OF STONES LARGER THAN 100
SUITABLE PLATE COMPACTOR IN LAYERS NOT EXCEEDING
150 THICKNESS.
UNDER ROADS, AS PER ROAD PAVEMENT DESIGN.
- 90% MODIFIED MAXIMUM DRY DENSITY IN ROAD VERGES;
OR
- 85% MODIFIED MAXIMUM DRY DENSITY ELSEWHERE.
PIPE OVERLAY AND SIDE SUPPORT MATERIAL TO BE
SAME AS SPECIFIED FOR BEDDING
GRANULAR MATERIAL FOR PIPE SIDE SUPPORT AND
OVERLAY SHALL BE WETTED AND THOROUGHLY RODDED
WITH TAMPING BARS. PIPES SHALL BE LAID SO THAT THE
GRANULAR BEDDING MATERIAL UNIFORMLY SUPPORTS THE
BARREL OF THE PIPE BUT IS CLEAR OF THE PIPE SOCKET
OF RIGID WALL PIPES BY NO MORE THAN 12. THICKNESS
OF EACH LAYER TO BE COMPACTED NOT TO EXCEED 150.
DENSITY INDEX SHALL BE NOT LESS THAN 70%
BEDDING SHALL CONSIST OF GRANULAR MATERIAL
OF LOW PLASTICITY SUCH AS QUARRY FINES, OR
COARSE RIVER SAND FREE FROM ORGANIC MATTER
WITH 100% PASSING 13.2, MINIMUM OF 85%
PASSING THE 2.36 AND LESS THAN 5% PASSING THE
0.075 SIEVE.
12 THK LOW DENSITY
FOAM SPACER
END CAP
DOWEL BAR
DETAIL
SCALE 1:
A
-
1
TABLE 1 - CONCRETE BEDDING LOCATIONS
(BEDDING TYPE 4 AND 5)
TYPE OF BEDDING AND
SURROUNDS
LOCATIONS
SCOUR STOPS AND TRENCH STOPS AS PER DETAILS ON WSS-012
LOW SLUMP CONCRETE BEDDING
a) GRADES EXCEEDING 15% AND UPTO 50%
PLAIN CONCRETE SURROUND
(MAINTENANCE FREE CONCRETE)
a) GRADES EXCEEDING 50%
b) LESS THAN MINIMUM COVER IN LIGHTLY
TRAFFICKED AREAS
REINFORCED CONCRETE SURROUND
a) LESS THAN MINIMUM COVER IN HEAVY
TRAFFICKED AREAS
b) EXCESSIVE DEPTHS
c) RAILWAY CROSSINGS
d) CREEK CROSSINGS (NOTE 5)
NOTES:
1. PIPE CLASS SHALL BE DETERMINED AND SPECIFIED ASSUMING WIDE TRENCH
EXCAVATION CONDITIONS.
2. THE PIPES INSTALLED ADJACENT TO A RIGID STRUCTURE, SUCH AS A CONCRETE
ENCASED SECTION, SHALL BE A SHORT PIPE (300 - 600 LONG) TO ALLOW FOR
MOVEMENT.
3. MINIMUM CLEAR PIPE COVER, MEASURED FROM TOP OF PIPE TO FINAL SURFACE LEVEL,
SHALL BE 900 UNDER MINOR SEALED ROADS, 1.2M UNDER SEALED ARTERIAL ROADS
OR UNSEALED ROADS, 750 IN ROAD VERGES AND 600 IN ALL OTHER CASES (UNLESS
DEPTH NEEDED TO SERVE WHOLE ADJACENT BLOCK HAS NOT BEEN MET). REFER
PART 3 CLAUSE 4.2.
4. WHERE PIPES ARE LAID ACROSS CREEKS, AREAS OF POOR SUBGRADE SUPPORT OR
AREAS WHERE MINIMUM COVER CAN NOT BE OBTAINED, REINFORCED CONCRETE
SURROUND IS TO BE USED. IT IS PREFERRED THAT DICL PIPES BE USED IN THESE
AREAS.
REINFORCED CONCRETE SURROUND SHALL EXTEND 5000 PAST THE POINT WHERE
MINIMUM COVER IS RESTORED OR UP TO THE 1:2 YEAR ARI FLOODLINE. WHERE
MINIMUM COVER CAN NOT BE OBTAINED PIPE SECTIONS SHALL BE DESIGNED AS
STRUCTURAL PIPE BRIDGES TAKING INTO ACCOUNT ALL RELEVANT HYDRAULIC
FORCES. THE UNDER SIDE OF A PIPE BRIDGE SHALL BE ABOVE 1:1y A R I. THE
CEMENT MORTAR LINING TO DICL PIPES SHALL COMPLY WITH AS 2280 AND BE TYPE SR
CEMENT.
5. IN GENERAL THE PIPE DESIGN SHALL ASSURE THAT PIPES ARE 5. NOT LAID DEEPER
THAN 5000. WHERE CIRCUMSTANCES WARRANT PIPES DEEPER THAN 5000 WILL HAVE
TO BE APPROVED BY ACTEW PRIOR TO FINAL DESIGN. IN THESE CASES ACTEW MAY
INSIST ON THE CONDUITS BEING LAID AS MAINTENANCE FREE CONDUITS WITH A
PLAIN CONCRETE SURROUND.
6. ALL CONCRETE USED IN BEDDING AND SURROUNDS SHALL BE TO AS 3600 GRADE N25
- STRENGTH 25 MPa
- MAXIMUM AGGREGATE 20
- MAXIMUM SLUMP 80
7. FOR SCOUR AND TRENCH STOP DETAILS SEE STANDARD DRAWING NO WSS-012
8. IN POOR SOIL CONDITIONS, THE TRENCH SHALL BE LINED WITH APPROVED FILTER
FABRIC. THE FABRIC SHALL SURROUND THE EMBEDMENT AND OVERLAP BY AT LEAST
500 mm.
9. ALL DIMENSIONS IN MILLIMETRES (mm) UNLESS OTHERWISE NOTED.
10. PROVIDE 6 DOWELS EVENLY SPACED FOR PIPES ≤450
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_056.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
STANDARD BEDDING DETAILS FOR SEWERS
DN100 - DN300
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-056
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
5MATERIAL SPECIFICATION DETAIL REVISED
5/01/2005
4 DEGREE OF COMPACTION DETAILS REVISED5/01/2005
3 CHANGE TO TITLE TO INCLUDE SMALL DIAMETER SEWERS1/05/2000
Water.ctb
Standard Drawing
17
+0
-2
17
+0
-2
16
+0
-2
TAPERED MAKE-UP RING
ACKNOWLEDGMENT
Icon Water acknowledges previous
publications and contributions made by the
Department of Public Works NSW, Sydney Water
Board and the Hunter Water Board to the
development of the content of this drawing
originally published on Drg GSS 1380
FINISHED SURFACE LEVEL
SQUAT CONE
SHAFT SECTION
SHAFT SECTION
300
DN630
DN600
DN1014
TYPE P1 - MAINTENANCE HOLE
SEE NOTE 2
C
L
SEE NOTE 5
SEE NOTE 5
SEE NOTE 6
DN600
DN630
600
ACCESS CH
AM
BER CO
MPO
NEN
T D
EPTH
6 000 M
AXIM
UM
DN1014
FINISHED SURFACE LEVEL
SHAFT SECTION
SHAFT SECTION
TYPE P2 - MAINTENANCE HOLE
SEE NOTE 3
TYPICAL MAINTENANCE HOLE INSTALLATIONS
D
N
7
1
2
+3
-3
+6
-6
+3
-3
+0
-2
+3
-3
DETAIL A
D
N
6
0
0
DN600
DN630
+3
-3
DETAIL A
L
+3
-3
+6
-6
+6
-6
90
142
C
C
L
L
L
D
N
6
3
0
60
DETAIL B
125
100
DETAIL B
192
DETAIL C
DETAIL C
DN1014
9
0
6
+
-
90±6
SQUAT CONE
APPROXIMATE MASS - 180Kg
D
N
6
0
0
LIFTING INSERT
2 REQUIRED
DETAIL C
DETAIL C
DN1014
125
SHAFT SECTION
D
N
1
0
1
4
DETAIL D
125
DETAIL D
LIFTING
INSERT
L
C
L
C
L
C
17
+0
-2
19
+
+
-
-
0
2
0
2
+0
-2
DETAIL D
+0
-2
+0
-2
18
+0
-2
19
+0
-2
+0
+0
-2
-2
L
C
L
C
L
C
L
C
C
LL
C
LL
C
LL
C
LL
C
LL
C
LL
C
LL
DEPTH
"L"
75 100 150 200
APPROX.
MASS kg
40 55 80 110
MAKE-UP RING
DEPTH
"L"
350 525 700 1050 1400 2100
APPROX.
MASS kg
260 390 520 780 1040 1600
DETAIL BDETAIL A STRAIGHT BACK TAPER DETAIL C
100
MIN
.
200
MAX.
COVER & FRAME
SEE WSS058
MAKE-UP RING
(75,100,150,200
OR TAPERED)
RUBBER RING OR
MASTIC JOINTING
ACCESS CH
AM
BER CO
MPO
NEN
T D
EPTH
1200 M
AXIM
UM
150
MIN
.
0 TO
700 M
AXIM
UM
MIN
150
100
MIN
.
200
MAX.
350
MIN
TO
SU
IT
(IN
350 IN
CREM
EN
TS)
COVER & FRAME
SEE WSS 058
MAKE-UP RING
(75,100,150,200
OR TAPERED)
STRAIGHT
BACK TAPER
RUBBER RING OR
MASTIC JOINTING
90 mm FOR
150 & 200 MAKE-UP
RINGS ONLY, SEE NOTE 4
LADDER
ATTACHMENT INSERT
2 REQUIRED
LIFTING INSERT
2 REQUIRED
LADDER
ATTACHMENT INSERT
2 REQUIRED
LIFTING INSERT
2 REQUIRED
LIFTING INSERT
2 REQUIRED
LIFTING INSERT
2 REQUIRED
NOTES
1. ALL DIMENSIONS ARE IN MILLIMETRES (mm) UNLESS
OTHERWISE NOTED.
2. TYPE P1 ACCESS CHAMBERS TO BE USED FOR COMPONENT
DEPTHS OF BETWEEN 450 TO 1200mm.
3. TYPE P2 ACCESS CHAMBERS TO BE USED FOR COMPONENT
DEPTHS OF BETWEEN 1200 TO 1600mm.
WHERE STEP IRONS ARE USED, BOTTOM SHAFT
SECTION DEPTH SHALL BE 350 mm MINIMUM.
WHERE A MONORAIL ACCESS LADDER IS USED,
BOTTOM SECTION DEPTHS SHALL BE 350mm, 700mm
AND 1050mm.
4. LADDER ATTACHMENT INSERTS SHALL BE PROVIDED ON 150
AND 200mm DEEP MAKE-UP RINGS ONLY.
5. FOR CONNECTION DETAILS SEE STANDARD DRG NO.
WSS-053.
6. LOWEST SECTION TO BE CAST AT LEAST 200 mm INTO MH
CONCRETE BASE.
7. REFER TO STANDARD DRG NO. WSS 052 FOR MH BASE
DETAILS.
∅810±3∅712±3∅700±3∅630 ±3
∅1118 ±3∅1136 ±3
∅885 ±3∅712 ±3∅700 ±3∅630 ±3
∅885 ±3∅712 ±3∅700 ±3∅630 ±3
∅810
∅885 ±3
∅810 ±3600±3
90±6
∅1194±3 ∅1194 ±3
∅1136
∅1118
∅1014 ±3
∅630 ±3
∅700 ±3
∅712 ±3
∅810 ±3
∅1136
∅1118
∅1014 ±3
∅1194 ±3
∅1118
∅1136
DN1014
∅1194 ±3
90±6
90±6
∅810 ±3
300±3
90±6
∅712
∅810
∅90
∅75
∅125
∅1194±3
9
0
±
6
L±3
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_057.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
PRECAST CONCRETE
MAINTENANCE HOLE COMPONENTS
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-057
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
Water.ctb
Standard Drawing
+1
-1
+1
-1
DETAIL 1
LIFTING BOSS
MATERIAL - CAST IRON TO AS 1830, GRADE T220
TYPICAL SECTION - LIGHT DUTY FRAME
APPROXIMATE MASS - 87 KG
+1
-2
+1
-2
+3
600
+2
-3
+3
-1
+3
-1
FRAME DETAILS
C
L
C
L
PLAN OF
LIGHT DUTY FRAME
+1
+1
+1
-2
-2
-2
NON-SLIP FINISH
WOOD FLOAT FINISH
TYPICAL SECTION - LIGHT DUTY COVER
APPROXIMATE MASS - 75 KG
MAINTENANCE HOLE COVER DETAILS
LIGHT DUTY TYPE
(CLASS B EQUIVALENT)
ACCESS COVER
FRAME
WOOD FLOAT FINISH
GENERAL ARRANGEMENT OF
MAINTENANCE HOLE COVER AND FRAME
PLAN OF
LIGHT DUTY COVER
C
C
L
L
NOTES
1. ALL DIMENSIONS ARE IN MILLIMETRES (mm) UNLESS OTHERWISE NOTED.
TOLERANCES ON CIRCLE DIAMETER ARE MEASURED FROM A
CONCENTRIC CIRCLE CENTRE COMMON TO ALL DIAMETERS SHOWN
2.
ON RESPECTIVE SECTION.
A MINIMUM RADIUS OF 3 mm OR A SUITABLE CHAMFER IS TO BE
PROVIDED ON ALL CORNERS.
3.
MANUFACTURER TO SELECT REINFORCING AND CONCRETE STRENGTH
SUFFICIENT TO MEET LOAD REQUIREMENTS AS PRESCRIBED UNDER
4.
AS 3996 FOR CLASS B COVERS.
REFERENCE DRAWINGS
WSS 052 DN1050 INSITU MAINTENANCE HOLE
WSS 057 PRE-CAST CONCRETE MAINTENANCE HOLE
LIFTING BOSS
SEE DETAIL 1
LIFTING INSERT (2
REQUIRED PER FRAME)
85
MIN
3 RADIUS OR SUITABLE CHAMFER
ON ALL CORNERS
LIFTING BOSS
SEE DETAIL 1
3 RADIUS OR
SUITABLE CHAMFER
ON ALL CORNERS.
FIT PLASTIC PLUG
TO SEAL HOLE.
DN 855 MINIMUM
725
700
625
80
600
DN 895 MINIMUM
∅114
∅89
∅83
∅11
∅16
∅57
∅83
∅25
70
DN 855 MINIMUM
DN 720
DN 600
DN 885 MINIMUM
150
∅720
∅695
80
80
15
35
6
15
15
13
44
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_058.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
CLASS B CONCRETE MAINTENANCE HOLE COVER
AND SURROUND
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-058
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
3UPDATED TITLE BLOCK
29/04/2016
2 LIFTING RECESS DETAIL REMOVED11/01/2013
1 CLASS D CONCRETE COVER REMOVED5/01/2013
Water.ctb
Standard Drawing
500 MIN
HANDLE
50 MIN
200
115 MIN
200
1:1
0
50 MIN
SH
AFT
200
D
N
TO
P O
F
360 min
1/2 DN
4
5
M
A
X
50 Clear
200
50 CLEARANCE AROUND
CONCRETE FOR DRAINAGE
45° SOCKET-SPIGOT
BEND
CONCRETE BEDDING
COMPACTED DRY
PREMIX SUITABLE
LAST PROPERTY TIE
APPROVED CLASS B METAL
COVER & SURROUND
WEBFORGE DN 370 SHOWN
END ELEVATION
SCALE: NTS
FILL
DN 150 OR
DN 100
COMPACTED TRENCH FILL
(TRENCH FILL WITHIN 500mm
OF SHAFT TO BE FREE OF
ROCK > 20mm.)
END ELEVATION
SCALE: NTS
RODDING POINTS AT DEAD ENDS (RP)
(NON - TRAFFICKED AREAS)
SCALE: NTS
INSPECTION COVER
APPROVED CLASS B METAL
COVER & SURROUND,
WEBFORGE DN370 SHOWN
TEMPORARY PACKER TO
MAINTAIN 50 CLEARANCE
FOR DRAINAGE REMOVE
AFTER CONCRETE IS SET
12mm CRUSHED ROCK
4 x CONCRETE BRICK ON
EDGE (USED FOR
LEVELING OF COVER)
ROAD BASE COURSE
APPROVED CLASS D METAL
COVER AND SURROUND,
WEBFORGE DN430 SHOWN
N15 CONCRETE
FILL ALL
AROUND
COVER FLUSH WITH
ROADWAY OR PAVEMENT
SCALE
SECTION A
: NTS
-
CONCRETE THRUST BLOCK
OR COMPACTED DRY PREMIX
(SIDE BRANCHES
NOT PERMITTED)
NO BRANCH SEWERS PERMITTED
WITH THE EXCEPTION OF DN 100
PROPERTY SERVICE
CONNECTIONS
200 M
IN
350 M
AX
TOP SOIL
CONCRETE COVER & SURROUND.
REFER NOTE 4.
(NON TRAFFICABLE LOCATION)
DN 450 RCP OR DN375 PVC / PE
(SN 4 MIN GRADE) 600 LONG
COMPACTED TRENCH FILL
(TRENCH FILL WITHIN 500mm
OF SHAFT TO BE FREE OF
ROCK > 20mm.)
225mm ACCESS SHAFT
RUBBER RING SEAL
EMBEDMENT AS FOR
PIPELINE FULL
TRENCH WIDTH
CONCRETE SUPPORT
(COMPACTED DRY PREMIX
SUITABLE)
SCALE
SECTION B
: NTS
-
COVER AND SURROUND DETAILS
S M S OR RP UNDER ROADWAYS
(S M S COVER SHOWN)
SCALE: NTS
-
B
REFER NOTE 7
CAP SEE NOTE 5
PIPE
ADAPTOR
REFER NOTE 7
SEWER MAINTENANCE SHAFT (S M S)
TYPICAL ARRANGEMENT
(FOR SEWER MAINS DN150 & DN225 ONLY)
-
A
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETRES (mm) UNLESS OTHERWISE NOTED.
2. SHAFT MANUFACTURED FROM PVC (SOLVENT WELDED) OR PE (AS SINGLE UNIT).
3. MINIMUM DEPTH TO INVERT 1150. MAXIMUM 7000.
4. FOR ACCESS COVER DETAILS REFER TO WSS-058.
5. ONLY DN 100 PROPERTY SERVICE CONNECTIONS ALLOWED (NO BRANCH SEWERS).
6. JOINTING SYSTEMS TO SUIT CONNECTING SEWERS.
7. PERMITTED EXTERNAL BENDS ARE:
- MAXIMUM OF 2 x 5° BENDS, ONE AT INLET ONE AT OUTLET.
- BENDS ARE TO BE ADJACENT TO SHAFT.
8. RODDING POINTS SHALL BE SHOWN AS R P AND SEWER INSPECTION SHAFTS AS S M S.
9. ACCEPTABLE DESIGN SHALL ALSO CONCUR WITH PART 3, CLAUSE 5.2.
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_061.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
SEWER MAINTENANCE SHAFT (SMS) AND
RODDING POINTS
TYPICAL ARRANGEMENT
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-061
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
4 SHAFT BASE SUPPORT AND TRENCH FILL DETAILS REVISED
1/11/2001
3 SEWER MAINTENANCE SHAFT (SMS) AND RODDING POINT (RP) DETAILS REVISED1/05/2001
2SHAFT BASE SUPPORT AND TRENCH FILL DETAILS REVISED
1/05/2001
Water.ctb
Standard Drawing
CENTRE OF
MAINTENANCE
HOLE
1
:
1
0
1
:
1
0
OFFSET
"Z"
O
F
F
S
E
T
"
Z
"
IP
PIPE BEND
R
>
2
.5
D
N
D
E
F
L
E
C
T
I
O
N
DN
D
N
FLO
W
DEFLECTION THROUGH MANTENANCE HOLE
SCALE 1:10
-
B
-
B
IP
PIPES
CENTRE OF
MAINTENANCE
HOLE
1
:
1
0
1:10
1
:
1
0
D
E
F
L
E
C
T
I
O
N
DN1
MAIN
SEWER
D
N
2
B
R
A
N
C
H
S
E
W
E
R
FLO
W
+ Δ X- Δ X
+ Δ Y
- Δ Y
R
>
2
.
5
D
N
2
SIMPLE BRANCH JUNCTION
SCALE 1:10
CENTRE OF
MH = PIPE IP
1
:
1
0
1
:
1
0
30° MIN.
90° MAX.
(TYP.)
FLO
W
R
>
2
.
5
D
N
2
R
>
2
.
5
D
N
2
1
:
1
0
1
:
1
0
-
A
-
C
DN1
DN
2
DN
2
TWO BRANCH JUNCTION
SCALE 1:10
CENTRE OF
MH = PIPE IP
1:10
30° MIN.
90° MAX.
(TYP.)
FLO
W
R
>
2
.
5
D
N
2
R
>
2
.
5
D
N
2
1
:
1
0
1
:
1
0
-
C
DN1
DN
2
DN
2
-
B
-
B
"T" - INTERSECTION
SCALE 1:10
TABLE 1
DN1050 MAINTENANCE HOLE
PIPE
DN
OFFSET "Z" FOR DEFLECTION ANGLE OF:
15° 30° 45° 60° 75° 90° 100°
110° (MAX)
150
0 0 100 150 200 300 300 400
225
0 0 100 150 200 82° MAX. 150 OFFSET
300
0 0 100 150 60° MAX. 150 OFFSET
375
0 100 150 45° MAX. 150 OFFSET
450
0 0 38° MAX. 0 OFFSET
TABLE 2
DN1200 MAINTENANCE HOLE
PIPE
DN
OFFSET "Z" FOR DEFLECTION ANGLE OF:
15° 30° 45° 60° 75° 90° 100°
110° (MAX)
150
0 0 100 150 200 300 300 400
225
0 0 100 150 200 300
300
0 0 100 150 65° MAX. 150 OFFSET
375
0 100 150 50° MAX. 150 OFFSET
450
0 0 40° MAX. 100 OFFSET
TABLE 4
MINIMUM MH ID FOR SIMPLE JUNCTIONS
STANDARD OFFSETS AS PER TABLE 3
DN1
(MAIN SEWER
DIAMETER)
DN2 (BRANCH SEWER DIAMETER)
NOTES
150 225 300
150
1050N/A N/A
225
1050 1200N/A
300
1200 1200 1500
375
1200 1200 1500
450
1200 1200 1500
TABLE 3
STANDARD MH OFFSETS FOR SIMPLE JUNCTIONS
INTERMEDIATE VALUES TO BE INTERPOLATED
DEFLECTION Δ X Δ Y NOTES
(MIN.) 30° 80 340
45°
100 220
60°
120 130
75°
150 80
90°
170 -50
(MAX.) 110° 200 -180 DN150 ONLY
TABLE 5
MINIMUM MH ID FOR "T" AND TWO BRANCH JUNCTIONS
DN1
(MAIN SEWER
DIAMETER)
DN2 (BRANCH SEWER DIAMETER)
NOTES
150 225 300
150
1050N/A N/A
225
1050 1500
N/A
300
1200 1500 1500
375
1200 1500 1500
450
1500 1500 1800
1:10
1:10
1:10
1:10
30
1:10
1:10
30 30
NOTE 7
(TYP.)
SCALE 1:
SECTION A
10
-
SCALE 1:
SECTION B
10
-
SCALE 1:
SECTION C
10
-
D
N
D
N
D
N
GENERAL NOTES
1. CONFIGURATIONS OF MAINTENANCE HOLES ON THIS SHEET REPRESENT
THE MOST COMMON FOUND IN THE SEWERAGE SYSTEM. STANDARD
CONFIGURATIONS INCLUDE :-
A. DEFLECTIONS WITHIN LIMITS OF TABLE 1 AND 2.
B. SIMPLE BRANCH JUNCTIONS AS PER TABLE 3 AND TABLE 4
C. SMALL DIAMETER 'T' OR TWO BRANCH JUNCTIONS AS PER
TABLE 5.
2. THERE MAY BE OTHER CONFIGURATIONS WHICH ARE ACCEPTABLE.
CONFIGURATIONS OTHER THAN THOSE COVERED BY THIS DRAWING
SHALL BE DESIGNED IN ACCORDANCE WITH PART 3 CLAUSE 5.1.12.
PLAN VIEW OF EACH NON-STANDARD MAINTENANCE HOLE SHOULD BE
PLOTTED OUT AT A SCALE OF 1:20 AND INCLUDED IN DESIGN
SUBMISSION 2.
3. MAXIMUM DEFLECTION ON THE MAIN SEWER (DN1) THROUGH A SIMPLE
JUNCTION OR A TWO BRANCH INTERSECTION IS LIMITED TO FIVE
DEGREES. CONFIGURATIONS INVOLVING MAIN SEWER DEFLECTION
GREATER THAN FIVE DEGREES SHALL BE DESIGNED IN THE CONTEXT
OF NOTE 2 ABOVE.
4. MINIMUM RADIUS OF CURVATURE OF BENCHING ON THE INSIDE OF
THE CURVE WILL BE 2.5 TIMES THE DIAMETER.
5. WHERE CURVATURE GREATER THAN 2.5 TIMES THE DIAMETER IS
ACHIEVABLE THE CENTRELINE OF THE CHANNEL IS TO DESCRIBE A
SMOOTH CONSTANT RADIUS CURVE FROM INLET PIPE TO OUTLET.
6. ALL DIMENSIONS IN MILLIMETRES (mm) UNLESS OTHERWISE NOTED.
7. ALL SHARP EDGES TO BE ROUNDED CHAMFERS.
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_062.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
STANDARD OFFSETS FOR SIMPLE
MAINTENANCE HOLE CONFIGURATIONS
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-062
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
2NOTE 2 SCALE ERROR CORRECTED
27/10/2002
1 NOTE 7 CHANGED1/02/2000
Water.ctb
Standard Drawing
PUMP SCOUR CHAMBERSCALE: 1 : 10
SECTIONAL ELEVATION A-ASCALE: 1 : 10
SCOUR CONNECTION TYPE ASCALE: 1 : 10
SCOUR CONNECTION TYPE BSCALE: 1 : 10
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H HRev
Date:Drawn:
EngineeringChecked:
DesignAuthority:
Verified:
Designed:
A1No. DESCRIPTION DATE ENG CHECKED DESIGN AUTH
Current
STANDARD DRAWING
WATER MAINS DN100-DN750
SCOUR INSTALLATIONS
GENERAL ARRANGEMENTS AND DETAILS WSS-071 A
27/07/2016M. Matusiak
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
A ISSUED FOR USE AND TRANSITION TO WSAA CODES 28/10/2016 I. McRae P. Language
VERIFIED
The information contained within this drawing & associated electronic file shall remain the property of Icon Water and shall not be copied or used for any other purpose without express written permission from Icon Water. © Icon Water. 2016
Drawing Status:
Standard DrawingDrawing Type:
A A
F.S.L.
SCOUR FLOW TO AUTHORISEDDISCHARGE POINTOR SCOUR CHAMBER
F.S.L.
SCOUR FLOW TO AUTHORISEDDISCHARGE POINTOR SCOUR CHAMBER FLOW FROM TYPE A
SCOUR CONNECTION(NOTE 5)
150
PRE-CAST CONCRETE OR RECYCLED PLASTIC SURROUND
AND CAST IRON VALVE BOX(REFER: WSS-024)
MARKER POST(REFER: WSS-016)
OUTFALLPIPE ON FALLING GRADE
(NOTE 3)SCOUR VALVE(REFER TABLE ON
THIS DRAWING FOR SIZING)
THRUST BLOCK(REFER WSS-014)
VALVE KEY SHAFT RISER AND BLOCK SUPPORT
(REFER: WSS-016)
900
MAX
.
15050 MIN.
MAX.
50
NON TRAFICABLE AREAS:WEBFORGE GALV. STEEL "C SERIES"
GRATING, PADLOCKABLE C/W KEEPERPLATES (REFER DETAILS ON WSS-079)
TRAFFICABLE AREAS:PRE-CAST CONCRETE OR CAST IRON(CONCRETE INFILL) COVER WITHLOAD (CLASS) RATING TO SUIT LOCATION
25 IN URBAN AREAS
SCOUR TEE
SCOUR TEE
TEE (REFER TABLE ON THISDRAWING FOR SIZING)
RISER TO SUIT
OUTFALLPIPE ON FALLING GRADE(NOTE 3)
MARKER POST (REFER: WSS-016)
100 IN RURAL AREAS
20 STONE OR GRAVEL
SELECTED COMPACTED FILLTO UNDERSIDE OF CHAMBER
VALVE KEY SHAFT RISER (REF. WSS-016)
THRUST BLOCK(REFER WSS-014)
SCOUR VALVE(REFER TABLE ON THIS DRAWINGFOR SIZING)
PRE-CAST REINFORCEDCONC. RISER
MIN. SIZE: 750 OR 750 SQ.MAX. SIZE: 900 SQ.
1800
SQ
.
==
DISCHARGE PIPE GRADED TO AUTHORISED DISCHARGE POINT(MIN SIZE = 1.5 x INLET DIA.)
CLASS B GATIC COVERAND SURROUND.
(MIN. OPENING 600x600)
CAST IRON SURFACE BOX FOR SV CONCRETE SLAB
PRE-CAST OR CAST IN-SITU
50
600
MIN
. CO
VER
3000
MAX
(N
OTE
6)
VERTICAL RUNG LADDERC/W EXTENDABLE STANCHIONS(REFER WSS-002 AND WSS-023)
GATE VALVERESILIENTSEALED
300
MIN
.
EXTENSIONSPINDLE TO WSA PS-26250
0
500
PRE-CAST OR CAST IN-SITU MAINTENANCE SHAFT
AND BASE. MIN. INTERNAL DIA. 1200AND MIN. WALL THICKNESS 150
"ROCKER" PIPE L=400 MIN. TO 600 MAX.
GIBAULTCOUPLING
25 IN URBAN AREAS100 IN RURAL AREAS
NOTES:1. BURIED FLANGES, BOLTS, NUTS ETC. ARE TO BE CLEANED AND PRIMED WITHPETROLATUM PASTE AND WRAPPED WITH A DOUBLE LAYER OF PETROLATUMIMPREGNATED SYNTHETIC CARRIER TAPE PRIOR TO BACKFILLING.
2. ALL BOLTS, NUTS AND WASHERS TO BE HOT DIP GALVANISED INACCORDANCE WITH AS 1214 AND AS/NZS 4680.
3. DEPTH OF OUTLET PIPE IS SITE/ LOCATION DEPENDENT.
4. THIS DRAWING IS TO BE READ IN-CONJUCNTION WITH WSS-016 ANDWSS-024.
5. REFER TO THE TABLE ON THIS DRAWING FOR SIZING AND ENSURE SCOURCONNECTION IS WITHIN 50 METERS OF PUMP SCOUR CHAMBER.
6. FOR CHAMBER DEPTHS GREATER THAN 3.0m REFER TO THE ICON WATERPRINCIPAL ENGINEER FOR GUIDANCE.
7. ALL PIPE PENETRATIONS THROUGH THE CHAMBER WALL ARE TO BE SEALEDWITH AN APPROVED WATERSTOP (e.g. HYDROTITE).
8. THRUST BLOCKS NOT REQUIRED FOR FULLY RESTRAINED (e.g. FLANGED)PIPE.
SCOUR OUTLET PIPEWORK SIZING SCHEDULEMAINS DIA. (DN) SCOUR VALVE (DN) TEE (DNxDN) OUTFALL PIPE (DN)
150-200 80 80x80 80
225-300 100 100x100 100
375-600 150 150x100 100
750 225 225x150 150
PUDDLE FLANGE(FACTORY FITTED)
150MIN.
EXTENSION SPINDLESUPPORT BRACKET
SIDE ELEVATIONSCALE: 1 : 5
ISOMETRIC BREAK OUT(LID SHOWN OPEN)
SCALE: 1 : 5
PLAN(LID AND CONCRETE FOOTING
NOT SHOWN FOR CLARITY)SCALE: 1 : 5 DETAIL - SPOUT (ITEM 13)
SCALE: 1 : 2
DETAIL - ACCESS PLATE (ITEM 5)SCALE: 1 : 2
VIEW A-AACCESS PLATEINSTALLATION
SCALE: 1 : 5
CONNECTION TO WATER MAINS (NOTE 4)SCALE: 1 : 20
DETAIL - FIXING TABS FORACCESS PLATE (ITEM 18)
SCALE: 1 : 1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H HRev
Date:Drawn:
EngineeringChecked:
DesignAuthority:
Verified:
Designed:
A1No. DESCRIPTION DATE ENG CHECKED DESIGN AUTH
Current
STANDARD DRAWING
WATER NETWORK
WATER SAMPLING POINT
WSS-072 A
27/07/2016M. Matusiak
M. Matusiak
I. McRae 6/12/2016
K. Danenbergsons 7/12/2016
A ISSUED FOR USE AND TRANSITION TO WSAA CODES 28/10/2016 I. McRae K. Danenbergsons
VERIFIED
The information contained within this drawing & associated electronic file shall remain the property of Icon Water and shall not be copied or used for any other purpose without express written permission from Icon Water. © Icon Water. 2016
Drawing Status:
Standard DrawingDrawing Type:
F.S.L.
PARTS LISTQTYDESCRIPTIONITEM
0.1m³ Approx500mm SQ x 500mm DEEP CONCRETE FOOTING111.6PL SS CAST IN BASE (FOLDED RECTANGULAR SECTION) WITH 300x250x5PL SS FLANGE 211.6PL SS SAMPLE POINT BODY (FOLDED RECTANGULAR SECTION) WITH 300x250x5PL SS FLANGE 311.6PL SS SAMPLE POINT LID WITH 40mm (FOLDED RECTANGULAR SECTION)411.6PL SS SAMPLE POINT ACCESS PLATE (AS PER DETAIL ON THIS DRAWING)5175x150x1.6PL SS PLATE WELDED INSIDE TUBE WITH CENTRALLY PLACED HOLE TO SUIT BULKHEAD FITTING6140mm SS UNDRILLED PIANO HINGE (150mm LENGTH)71DN15 BALL VALVE, BRASS BODY, BALL CERTIFIED TO WATER MARK CIM 11CR81DN15 INLINE BALL VALVE, COMPACT HANDLE, BRASS BODY, BALL CERTIFIED TO WATER MARK CIM 11CR93DN15 THREADED COMPRESSION FITTING101DN15 BULKHEAD COMPRESSION FITTING111DN15 UNION COMPRESSION FITTING121SPOUT - DN15 COPPER TUBE AS PER AS1432, TYPE B (AS PER DETAIL ON THIS DRAWING)13
2m ApproxDN15 COPPER TUBE AS PER AS1432, TYPE B142m ApproxARMAFLEX SOLAR LAGGING 15mm THK, WEATHER RESISTANT, PRE-FORMED FOR DN15 TUBE15
4M10x30 SS SOCKET HEAD BOLTS AND M10 NUTS WITH LOCKING WASHERS164M6x16 SS COUNTERSUNK SCREWS17420x20x3PL SS TAB WITH M6 SS "NUTSERT" (AS PER DETAIL ON THIS DRAWING)181PVC "ADAPTABLE BOX" 211x108x81mm (CLIPSAL OR SIMILAR)19
0.02m³ ApproxSAND BACKFILL20A
A
F.S.L.
40x40x5mm SS PL LOCK TABWITH Ø18 HOLE FOR LOCK(2 OFF WELDED TO EACH PART)
50 (TYP.)
25x2FL SS ON SIDES AND 35x2FL SS ON FRONT
TO COVER JOINT(WELDED TO LID ONLY)
NOTES: 1. ALL EXPOSED STAINLESS STEEL SURFACES SHALL HAVE A BEAD BLASTED FINISH. 2. COPPER PIPE TO BE LAGGED AND NOT TO BE IN DIRECT CONTACT WITH ANY STEEL SECTIONS OF THE INSTALLATION. 3. A LABEL WITH SAMPLE POINT NUMBER ASSIGNED BY ICON WATER. LABEL SHALL BE ENGRAVED 50mm HIGH BLACK LETTERING IN WHITE BACKGROUND TRAFFOLYTE LABEL RIVETED TO THE LID ON THE SAME SIDE AS THE LOCKING TAB. AS PER THE REQUIRMENTS OF ICON WATER WORK INSTRUCTION WI05.14-04. 4. REFER TO NOTES 7, 10, 13 AND 19 ON DRAWING WSS-100 FOR ADDITIONAL REQUIREMENTS FOR WATER MAIN CONNECTIONS TO THE SAMPLE POINT. 5. ALL EXPOSED CONCRETE EDGES TO HAVE 20 CHAMFER.
LID IN OPEN POSITION
10
3
1
2
12
4
11
8
10
5
13
16
17
18
200 (INT.)
150
(IN
T.)
7
R20 (TYP.)
250
R10 (TYP.)
203
223
6
400
330
4075
110
20
R45
161
91
148
174
5 X 5 CHAMFER (TYP.)9
6mm CS HOLE(TYP.)
FOLD OUT ENDSOF SECTION
TO SECURE INTOCONCRETE
50(TYP.)
SEAL AROUND ACCESS PLATE WITH SIKA-SIKASIL PRO (GREY)
OR EQUIVALENT(AFTER INSTALLATION)
40
75
18
45°
45°
32
140
31
WATER MAIN(PRE-TAPPEDCONNECTOR)
DN15 COPPER PIPE
WATER MAIN ISOLATION BALL VALVEWITH PRESS FIT ADAPTER
SAMPLE POINT ENCLOSURE
146
139
147
10
20
380
850
30
500
R2 (TYP.)
10
2010
20
WALL OF BODYSECTION
2
3
3
9.6 HOLEFOR M6 "NUTSERT"
M6 SS "NUTSERT"
50
19
9
14
15
15
14
DN15 BALL VALVE IN PVC BOX.
400
50 M
IN. C
OVE
R
SCALE 1:20
TYPICAL AIR VALVE INSTALLATION
(PRE-CAST CHAMBER)
LANDING AREA
TYP.
900x600 (LxW)
INCLINED RUNG LADDER WITH
EXTENDABLE STANCHIONS TO
WSS-080 AND INSTALLATION
CLEARANCES TO AS 1657 TYP.
DIM "C"
BYPASS TO BE BURIED EXTERNAL
TO PIT IF MINIMUM DIM "C"
IS NOT POSSIBLE OR IF
INSUFFICIENT LANDING AREA FOR
LADDER. ALTERNATIVELY CHOOSE
VALVE WITH INTERNAL BYPASS
SCALE 1:20
TYPICAL STOP VALVE INSTALLATION
WITH BYPASS
(CAST IN-SITU CHAMBER WITH PUDDLE FLANGES)
PUDDLE FLANGE
TYP.
DIM "C"
SLUICE VALVE DETAILS
TO BE AS PER WSS-016
150 MIN.
DIM "C"
DISMANTLING
JOINT
PIPE PENETRATIONS TO
INCORPORATE A SUITABLE WATER STOP
(HYDROTITE OR APPROVED EQUIVALENT)
SCALE 1:20
TYPICAL REFLUX VALVE INSTALLATION
(CAST IN-SITU CHAMBER WITH PUDDLE FLANGES)
DIM "C"
DISMANTLING JOINT
THRUST BLOCK WITH
PUDDLE FLANGE
(REF. WSS-011)
THRUST BLOCK WITH
PUDDLE FLANGE
(REF. WSS-011)
SLUICE VALVE DETAILS
TO BE AS PER WSS-016
TYP. (NOTE 6)
HYDRANT RISER
(UPSTREAM SIDE OF
REFLUX VALVE)
SLUICE VALVE DETAILS
TO BE AS PER WSS-016
TYP. (NOTE 6)
SCALE 1:20
TYPICAL REFLUX VALVE INSTALLATION
(PRE-CAST CHAMBER)
DIM "C"
150 MIN.
FLOW
DISMANTLING
JOINT
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_075.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
VALVE CHAMBER
TYPE C INSTALLATION
ARRANGEMENTS FOR VARIOUS VALVE TYPES
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-075
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
Water.ctb
Standard Drawing
NOTES:
1. ARRANGEMENTS SUITABLE FOR ALL VALVE TYPES WITHIN THE WATER
SUPPLY NETWORK WHEN THE SIZE OF THE ITEMS PRECLUDES THE USE OF
THE TYPE A OR TYPE B VALVE INSTALLATION.
2. DIM "C" EQUALS PIPE DN+150 AND IS TO BE A MINIMUM OF 300mm
CLEARANCE FROM VALVE TO ALL SIDES OF CHAMBER UNLESS WRITTEN
APPROVAL IS OBTAINED FROM THE ICON WATER PRINCIPAL ENGINEER.
3. ALL PIPE PENETRATIONS THROUGH CHAMBER TO BE SEALED WITH A
SUITABLE WATER STOP. (e.g. HYDROTITE OR SIMILAR)
4. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH WSS-076.
5. CHAMBER COVER PANELS AND REMOVABLE SUPPORT BEAM (IF REQUIRED)
NOT SHOWN FOR CLARITY. REFER TO WSS-077.
6. SLUICE VALVE IS ONLY REQUIRED (FOR ISOLATION) WHEN THERE IS NO
EXISTING VALVE WITHIN 50 METRES OF THE VALVE CHAMBER, WHEN THE
VALVE CHAMBER IS BEING USED FOR A REFLUX VALVE OR IF THERE ARE
SERVICES AND/OR BRANCHES BETWEEN THE REFLUX VALVE AND THE
SYSTEM VALVE.
PLAN(COVER PANELS REMOVED)
SCALE: 1 : 10
SECTIONAL ELEVATION A-ASCALE: 1 : 10
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H HRev
Date:Drawn:
EngineeringChecked:
DesignAuthority:
Verified:
Designed:
A1No. DESCRIPTION DATE ENG CHECKED DESIGN AUTH
Current
STANDARD DRAWING
VALVE CHAMBER
TYPE C INSTALLATION
GENERAL ARRANGEMENT WSS-076 A
27/07/2016M. Matusiak
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
A ISSUED FOR USE AND TRANSITION TO WSAA CODES 28/10/2016 I. McRae P. Language
VERIFIED
The information contained within this drawing & associated electronic file shall remain the property of Icon Water and shall not be copied or used for any other purpose without express written permission from Icon Water. © Icon Water. 2016
Drawing Status:
Standard DrawingDrawing Type:
THIS VALVE CHAMBER ARRANGEMENT IS SUITABLE FOR ALL VALVETYPES INSTALLED WITHIN ICON WATER'S WATER SUPPLY AND
SEWERAGE NETWORK WHEN THETYPE A, TYPE B AND TYPE D ARRANGEMENTS ARE NOT PRACTICAL.
A A
MIN. LANDING AREA900x600 (LxW)
WATER MAIN
NOTES:1. DIM "C" EQUALS DN+150 AND SHALL BE 300mm MIN. UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE ICON WATER PRINCIPAL ENGINEER. 2. ARRANGEMENT SHOWN IS FOR A DN300 REFLUX VALVE (ValvCheQ FIG. DC03). THIS ARRANGEMENT IS SUITABLE FOR OTHER VALVE TYPES AS PER WSS-075. 3. FOR CHAMBER DEPTHS LESS THAN 2000mm PORTABLE LADDERS MAY BE USED IN LIEU OF FIXED LADDERS IF TIE-OFF POINTS AND/OR LADDER HOLDERS ARE PROVIDED. FOR DEPTHS GREATER THAN 2000mm A FIXED INCLINED RUNG LADDER WITH EXTENDABLE STANCHIONS IS TO BE INSTALLED. 4. WHERE THIS DIMENSION EXCEEDS THE MAX. DIMENSION SHOWN. A SITE SPECIFIC RISK ASSESSMENT SHALL BE CONDUCTED TO DETERMINE IF GUARD RAILING IS REQUIRED. 5. WHERE INCLINED LADDERS ARE USED, THEY SHALL BE FIXED AT THE CHAMBER BASE IN ACCORDANCE WITH WSS-080. FOR CHAMBERS WITH GRAVEL FLOORS, A PRE-CAST OR CAST IN-SITU RC SLAB MAY BE USED. IF PORTABLE LADDERS ARE USED, A LADDER HOLDER OR TIE OFF FIXINGS SHALL BE INSTALLED. 6. IF A FULL RC SLAB IS USED AT THE BASE OF THE CHAMBER THEN A MEANS OF DRAINING THE CHAMBER SHALL BE PROVIDED. THE MINIMUM DRAIN SIZE/TYPE SHALL BE DN80 PVC. 7. BEDDING AND BACKFILL DETAILS SHALL BE CHOSEN TO SUIT THE SPECIFIC SITE AND PIPELINE SIZING DETAILS. 8. FOR PRECAST CONSTRUCTION REFER TO THE ICON WATER APPROVED PRODUCTS LIST. 9. MINIMUM PIT DEPTH (DIM "H") TO BE 2100 FOR WATER MAINS DN650 AND ABOVE, TO ALLOW SUFFICIENT HEADROOM FOR MAINTENANCE ACTIVITIES.
DIM
"C"DISMANTLING JOINT
COVER SUPPORT BEAM
FIXED INCLINED RUNG LADDER WITHEXTENDABLE STANCHIONS AS PER WSS-080SHOWN WITH CLEARANCES TO AS1657-2013
(NOTE 3)
DIM
"D
1"
DIM
"H
" (N
OTE
9)
300
100
MIN
. M
AX.
PREFERED(NOTE 4)
LADDER (NOTE 3)
COVER SUPPORT BEAM(MIN FLANGE WIDTH 100mm)
RC SLAB OR GRAVEL FLOOR
(NOTES 5) DRAIN (NOTE 6)
BEDDING AND BACKFILL(NOTE 7)
GROUND LEVEL
RC VALVE CHAMBER CAST IN-SITU (SHOWN) OR
PRE-CAST CONSTRUCTION(NOTE 2)
1500 MIN.
1500
MIN
.
DIM
"C"
250 MIN. (TYP.)
CONCRETE PIPESUPPORT
VALVE CHAMBER COVER(REFER TO ARRANGEMENT AND DETAILS ON WSS-077)
WATER MAIN
PLAN - HINGED COVER ARRANGEMENT FOR TYPE "C" VALVE INSTALATIONS
SCALE: 1:5
PLAN - COVER PANEL 2 GALV. STEEL WBFORGE C SERIES GRATING MPG BANDED
(COVER PANEL 1 SIMILAR)SCALE: 1 : 5
ELEVATIONSCALE: 1 : 5
PLAN - COVER PANEL 3 & 4 GALV. STEEL WBFORGE C SERIES GRATING MPG BANDED
SCALE: 1 : 5
ELEVATIONSCALE: 1 : 5
DETAIL BKEEPER PLATE
SCALE: 1 : 2DETAIL ALOCKING PLATE
SCALE: 1 : 2
SECTIONAL ELEVATIONSCALE: 1 : 2
DETAIL - VALVE OPEN/CLOSE INDICATOR PLATESCALE: 1 : 2
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H HRev
Date:Drawn:
EngineeringChecked:
DesignAuthority:
Verified:
Designed:
A1No. DESCRIPTION DATE ENG CHECKED DESIGN AUTH
Current
STANDARD DRAWING
VALVE CHAMBER COVER
TYPE C INSTALLATION
GENERAL ARRANGEMENT AND DETAILS WSS-077 A
27/07/2016M. Matusiak
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
A ISSUED FOR USE AND TRANSITION TO WSAA CODES 28/10/2016 I. McRae P. Language
VERIFIED
The information contained within this drawing & associated electronic file shall remain the property of Icon Water and shall not be copied or used for any other purpose without express written permission from Icon Water. © Icon Water. 2016
Drawing Status:
Standard DrawingDrawing Type:
HINGED COVER 1
HINGEDCOVER 4
HINGEDCOVER 3
HINGED COVER 2
X
Y
DETAIL B
DETAIL A
NOTE: ALL MISSING DIMENSIONS TO SUIT COVER SIZE/DIMENSIONSSELECTED FOR SPECIFIC PROJECT
150
60 50 MIN.
CHAMFER 20 X 20TYP.
5ONLY WELDTO ONE PANEL
KEEPER PLATE LIFTING HANDLE TYP.(SHOWN IN RESTING POSITION)
REF. NOTE 1
HINGE LUG TYP(REFER DETAIL WSS-106)
100 100
9 - 05+TYP. GAP
==
1200
160 TYP
160
TYP.
100100
COVER PANELS TYP.GALV. STEEL WEBFORGE GRATINGC SERIES MPG BANDED
SUPPORT BEAM
HINGES 2 PER COVER PANEL TYP.(REFER WSS-106)
KEEPER PLATEWELDED TO COVER 2 SO THAT COVER 4CANNOT OPEN UNLESS COVER 2 ISALREADY OPEN
KEEPER PLATEWELDED TO COVER 1 SO THAT COVER 3CANNOT OPEN UNLESS COVER 1 ISALREADY OPEN
CUT-OUT (BANDED) FOR VALVE SPINDLE EXTENSION, LOCATION TO SUIT SPECIFIC VALVE ARRANGEMENT
40GAP TYP.
COVER PANEL 2
COVER PANEL 1
WELDED TO COVER PANEL 1ONLY
COVER PANEL 2COVER PANEL 1 27
.5
18 HOLE305 5
3PL TREAD PLATE
120
120
20
45
CHAMFER 20 X 20 TYP.
NOTES:1. COVER PANEL MASS TO BE 32kg MAX. TWO HANDLES REQUIRED FOR COVER PANELS GREATER THAN 20kg OTHERWISE ONLY ONE HANDLE PER PANEL IS REQUIRED. REFER TO WSS-106 FOR HANDLE DETAILS. 2. FOR VALVE CHAMBERS WHERE THE INTERNAL DIMENSION IN THE X-DIRECTION IS GREATER THAN 1600mm, ADD MORE COVERS, ENSURING THAT THE MAXIMUM WEIGHT OF AN INDIVIDUAL PANEL DOES NOT EXCEED 32kg. 3. ALTERNATIVE COVER PANEL MATERIALS MAY BE SUBSTITUTED (E.G. ALUMINIUM OR STAINLESS STEEL) DEPENDING ON THE PROJECT TYPE, LOCATION AND WHETHER THE SITE IS WITHIN A SECURITY FENCED AREA. 4. ALTERNATIVES TO THE WEBFORGE PRODUCT NUMBER/TYPE SPECIFIED MAY BE USED UPON APPROVAL BY THE ICON WATER PRINCIPAL ENGINEER. PANELS TO BE CAPABLE OF SUSTAINING A UNIFORMLY DISTRIBUTED LOAD OF 2.5kPa WITH A MAX. CENTRE-SPAN DEFLECTION OF 5mm. 5. ALL ITEMS TO BE HOT-DIP GALVANISED IF GALVANISED WEBFORGE GRATING IS USED. THE USE OF "COLD GALVANISING" IS NOT ACCEPTABLE. 6. VALVES IN THE WATER SUPPLY NETWORK OPERATE ANTI-CLOCKWISE TO CLOSE, WHILE VALVES IN THE SEWERAGE NETWORK OPERATE CLOCKWISE TO CLOSE.
50 M
IN.
25 25
50
==
100
200
25 TYP.
25 T
YP
200
R50
SECURING PLATE3 THICK SS PLATE WITH 2-10 HOLES
(SECURED TO THE BOTTOM OF GRATING)
TOP PLATE 3 THICK SS PLATE WITH 2-10 HOLES FOR M8 SS BOLTS (SECURED TO THETOP OF GRATING)
LASER CUT VALVEOPEN/CLOSE INDICATOR
(NOTE 6)
OPENING FORVALVE SPINDLE
VALVE OPEN/CLOSEINDICATOR PLATE
TYPE A - AIR VALVE INSTALLATION(URBAN AREAS, UNPAVED)
SCALE: 1 : 10
TYPE B - AIR VALVE INSTALLATION(RURAL AREAS)
SCALE: 1 : 10
DETAIL C - OFFSET CONNECTION(FOR MAINS DN300 AND LARGER)
SCALE: 1 : 10
DETAIL A - IN LINE CONNECTIONSCALE: 1 : 10
DETAIL B - OFFSET CONNECTION(FOR MAINS DN250 AND SMALLER)
SCALE: 1 : 5
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H HRev
Date:Drawn:
EngineeringChecked:
DesignAuthority:
Verified:
Designed:
A1No. DESCRIPTION DATE ENG CHECKED DESIGN AUTH
Current
STANDARD DRAWING
VALVE CHAMBER TYPE A AND TYPE B AND CONNECTION TO SUPPLY MAINS
AIR VALVES
DETAILS WSS-078 B
27/07/2016M. Matusiak
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
B AMENDMED VALVE ANNOTATION AND CHAMBER NOTES 5/01/2017 K. Danenbergsons K. Danenbergsons
A ISSUED FOR USE AND TRANSITION TO WSAA CODES 28/10/2016 I. McRae P. Language
VERIFIED
The information contained within this drawing & associated electronic file shall remain the property of Icon Water and shall not be copied or used for any other purpose without express written permission from Icon Water. © Icon Water. 2016
Drawing Status:
Standard DrawingDrawing Type:
600
MAX
. (N
OTE
7)
50 MIN.150 MAX.
GALV. DROP-IN GRATE(NOTE 3 & 4) PRE-CAST CONCRETE
SURROUND
FLANGED BALL VALVEOR WAFER LUGGED BUTTERFLY VALVE(BALL VALVE SHOWN)
INLINE OR OFFSET CONNECTION
CONCRETE SUPPORT
PRE-CAST GRC OR RC CHAMBER(NOTE 2)
CONNECTION TO NEARBY DRAIN
BEDDING AND BACKFILL REQUIRMENTSTO BE SITE SPECIFIC
F.S.L.
375
MIN
.60
0 M
AX.
GALV. DROP IN GRATE(NOTE 3)
50 MIN.150 MAX.
FLANGED BALL VALVE ORWAFER LUGGED
BUTTERFLY VALVE(BUTTERFLY SHOWN)
INLINE RISER
80 DRAIN HOLE ON LOW SIDE(NOTE 5)
PRE-CAST GRC OR RC CHAMBER (NOTE 2)
BEDDING AND BACKFILL TO BE SITE/LOCATION SPECIFIC
F.S.L.
DIM "D2"
DIM
"H
"
DIM "D1"(SUPPLY MAIN NOM. DIA)
DIM "D1"(SUPPLY MAIN NOM. DIA)
DIM "D2"
DIM "D2"
DIM "D1"(SUPPLY MAIN NOM. DIA)
DIM "H"
FINAL RISER DIA. TO SUITAIR VALVE NOM. DIAMETER
FINAL PIPE DIA. TO SUITAIR VALVE NOM. DIAMETER
NOTES: CHAMBERS 1. “TYPE A” INSTALLATION TO BE USED IN NON-TRAFFICABLE URBAN AREAS. “TYPE B” INSTALLATION TO BE USED IN RURAL AREAS. 2. CHAMBER CONSTRUCTED FROM PRECAST GRC OR RC PITS AND RISERS TO SUIT REQUIRED DEPTH. APPROVED MINIMUM SIZE IS 900x900 (INTERNAL DIMS.) RISERS TO COME WITH "SWIFT LIFT" LIFTING ANCHORS OR SIMILAR. 3. GALVANISED GRATE TO BE PAD-LOCKABLE AND BOLTED IN PLACE USING KEEPER PLATES TO PREVENT UNAUTHORISED ACCESS.32kg MAX. WEIGHT, CAPABLE OF MAX. MIDSPAN DEFLECTION OF 5mm @UDL = 2.5kPa 4. TOP OF COVER TO SIT 25-35mm ABOVE FINISHED GROUND LEVEL. 5. CHAMBER MUST BE SELF DRAINING. DRAIN HOLE MUST BE SITUATED BELOW THE AIR VALVE INLET/OUTLET NOZZLE, TO AVOID AIR VALVE BEING MADE INOPERABLE DUE TO FLOODING. 6. CHAMBERS TO BE LOCATED A MINIMUM CLEARANCE OF 6.0m AWAY FROM ROADWAYS. SEEK ADVICE FROM ICON WATER PRINCIPAL ENGINEER IF THIS CLEARANCE IS NOT ACHIEVABLE. 7.IF ISOLATION VALVE HANDLE TIP EXCEEDS MAXIMUM DIMENSION STATED, ISOLATION VALVE WITH GEARBOX SHALL BE INSTALLED. COVER TO INCLUDE A BANDED HOLE TO ALLOW AN EXTENSION SPINDLE TO MANUALLY OPERATE THE VALVE. IF THIS IS NOT PRACTICAL LOCATE THE VALVE SO THAT A “TYPE C” INSTALLATION CAN BE EMPLOYED. (REFER WSS-076 AND WSS-077 FOR “TYPE C” DETAILS). CONNECTION TO SUPPLY MAINS 8. NOMINAL RISER DIAMETER “D2” SHALL BE A MINIMUM OF HALF THE SUPPLY MAIN DIAMETER “D1” EXCEPT WHERE “D1” EXCEEDS DN750, THEN “D2” SHALL BE DN300. 9. DIM “H” SHALL BE A MINIMUM OF HALF OF THE SUPPLY MAINS NOMINAL DIAMETER.
AIR VALVE CHAMBER DETAILS
AIR VALVE CONNECTION TO SUPPLY MAINDETAILS
600
MAX
. (N
OTE
7)
AIR VALVE
AIRVALVE90
0 M
AX.
900
MAX
.
TYPE D - AIR VALVE INSTALLATION(RURAL AREAS)
COVER PANELS PARTIALLY SHOWN FOR CLARITYSCALE: 1 : 10
SECTION A-ASCALE: 1 : 10
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H HRev
Date:Drawn:
EngineeringChecked:
DesignAuthority:
Verified:
Designed:
A1No. DESCRIPTION DATE ENG CHECKED DESIGN AUTH
Current
STANDARD DRAWING
VALVE CHAMBER - TYPE D
AIR VALVES
GENERAL ARRANGEMENT AND DETAILS WSS-079 B
27/07/2016M. Matusiak
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
B REPLACED BUTTERFLY VALVE WITH RISING SPINDLE GATE VALVE 5/01/2017 K. Danenbergsons K. Danenbergsons
A ISSUED FOR USE AND TRANSITION TO WSAA CODES 28/10/2016 I. McRae P. Language
VERIFIED
The information contained within this drawing & associated electronic file shall remain the property of Icon Water and shall not be copied or used for any other purpose without express written permission from Icon Water. © Icon Water. 2016
Drawing Status:
Standard DrawingDrawing Type:
A A
F.S.L.
NOTES: 1. “TYPE D” AIR VALVE INSTALLATIONS ARE FOR USE IN RURAL OR SEMI-RURAL AREAS. 2. CHAMBER MUST BE SELF DRAINING. DRAIN HOLE MUST BE SITUATED BELOW THE AIR VALVE INLET/OUTLET NOZZLE, TO AVOID AIR VALVE BEING MADE INOPERABLE DUE TO FLOODING. 3. CHAMBERS TO BE LOCATED A MINIMUM CLEARANCE OF 6.0m AWAY FROM ROADWAYS. SEEK ADVICE FROM ICON WATER PRINCIPAL ENGINEER IF THIS CLEARANCE IS NOT ACHIEVABLE. 4. FOR CONNECTION TO SUPPLY MAIN DETAILS REFER TO DRAWING WSS-078 5. COVER PANELS HAVE BEEN DESIGNED TO BE LESS THAN 32kg EACH AND CAPABLE OF SUPPORTING 2.5kPa UDL WITH A MAX. MIDSPAN DEFLECTION OF 5.0mm
25050 MIN.150 MAX.
375
MIN
.60
0 M
AX.
900
MIN
.11
00 M
AX.
80 DRAIN HOLEON LOW SIDE OF PIT (NOTE 2)
GRATING135
5
M12 x 110 BOLT, WASHERS, NUT AND LOCK-NUT
125 100
32
KEEPER BRACKET65x8 FLAT
SCALE 1: 1:5 -DETAIL 3
3-
4-
SCALE 1: 1:5 -DETAIL 4
DN1350 CLASS 2"FLUSH JOINT" RC PIPEID=Ø1372 OD=Ø1524
AIR VALVE
REFER TO WSS-078 FOR RISER AND MAINS CONNECTION DETAILS
BEDDING AND BACKFILL TO BE SITE/LOCATION SPECIFIC
LOCKING TABREFER DETAIL 4
80° TYP.
KEEPER BRACKET TYP. x3REFER DETAIL 3
COVER PANEL 2REFER DETAIL 2
COVER PANEL 1REFER DETAIL 1
10 GAP BETWEEN COVER PANELS 5-
SCALE 1: 1:2 -DETAIL 5
85
125
20
60
6PL LOCK PLATEWELDED TO
COVER
==
R720
1070
920
200
KEEPER PLATE TYP. x275x75x6 GMS WITH 20 CHAMFER WELDEDTO COVER
R720
510
==
320 TO CTR HANDLE
123
SCALE 1: 1:5 -DETAIL 1 SCALE 1: 1:5 -
DETAIL 2
COVER PANEL 1MATERIAL: GMS WEBFORGE C323 MPG BANDED ALL ROUNDQUANTITY: 1 OFFMASS: 30kg
COVER PANEL 2MATERIAL: AS PER PANEL 1QUANTITY: 1 OFFMASS: 15kg
25
LIFTING HANDLE TYP. x2 PLACESREFER DETAIL ON WSS-106
KEEPER BRACKETLOCKING TAB
LOCKING PLATE
15 HOLE FOR LOCK
16
1632
TO S
UIT
25
GRATING
LOCKING TAB32 x 8 FLAT
M12 x 110 BOLT, WASHERS,NUT AND LOCK-NUT
FLANGED GATE VALVE(WITH RISING SPINDLE)
ELEVATIONSCALE: 1 : 20
SIDE ELEVATIONSCALE: 1 : 20
PLAN PLAN
SECTION 1-1SCALE: 1 : 5
PLAN
SECTION 2-2 SECTION 3-3
STOP PLATE DETAILSCALE: 1 : 1
RETRACTABLE STANCHION(TWO PER LADDER)
SCALE: 1 : 5
RUNG DETAILSCALE: 1 : 2
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
1
1
2 2 3 3
Rev
Date:Drawn:
EngineeringChecked:
DesignAuthority:
Verified:
Designed:
A1No. DESCRIPTION DATE ENG CHECKED DESIGN AUTH
Current
STANDARD DRAWING
ACCESS LADDER (FIXED, INCLINED RUNG TYPE)
WITH EXTENDABLE STANCHIONS
DETAILS WSS-080 A
27/07/2016M. Matusiak
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
A ISSUED FOR USE AND TRANSITION TO WSAA CODES 28/10/2016 I. McRae P. Language
VERIFIED
The information contained within this drawing & associated electronic file shall remain the property of Icon Water and shall not be copied or used for any other purpose without express written permission from Icon Water. © Icon Water. 2016
Drawing Status:
Standard DrawingDrawing Type:
B-
A-
SCALE 1: 5 -DETAIL B
SCALE 1: 5 -DETAIL A
C-
D-
SCALE 1: 1 -DETAIL C
SCALE 1: 1 -DETAIL D
455
25 GROUT
12 12455
365
45 TYP.
6 TYP.
FLOOR CONNECTION DETAIL
6TYP
CLEAT.75x10EA x75 LONG
22 HOLE FOR M20CHEMICAL ANCHOR
= =
RUNG.Ø20 BAR
6
33
6TYP.
S
TILE
240(ON CLEAT )
25 TYP.
75
45 TYP.
405
35 TYP.
60° TYP.
LADDER STILE75x12 FL
LADDER CLEAT.75x10 FL
Ø14 HOLEM12 CHEMICAL ANCHOR100 MIN. EMBEDMENT
75
==
245
50
150
1020
(NO
TE 2
)
75°
250 MIN.-300 MAX(NOTE 2)
250 MIN.-300 MAX. TYP.RUNG SPACING(NOTE 2)
250 MIN.-300 MAX.(NOTE 2)
100
65
2250
1020
1150
1100
3 TYP.
3 TYP.
Ø12 BAR
END CAP & HANDLE TO BE PINNED
END CAP TO BE PINNED IN SITU
25NB MEDIUM GAUGE PIPE
Ø12 BAR65 LONG
BOTTOMBRACKET
TOP BRACKET
15
20
70
30°
40
= =
3TYP.
40
10 STOP PLATES.20x6 FL x 20 LONG(SEE DETAIL)
75x10EA x90 LONG
40
40
75x10EA x90 LONG
20
20
5
5
NOTES:1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH WSS-002 AND ALL NOTES ONWSS-002 ARE APPLICABLE TO THIS DRAWING.
2. VERTICAL HEIGHT AND NUMBER OF RUNGS ETC. WILL BE SPECIFIC TO A PARTICULARCHAMBER.
3. MATERIAL OF CONSTRUCTION HOT-DIP GALVANISED CARBON STEEL. ALL FASTENERSTO ALSO BE HOT DIP GALVANISED. "COLD GALVANISING" IS NOT ACCEPTABLE. THISDESIGN IS ALSO APPLICABLE FOR STAINLESS STEEL CONSTRUCTION.
4. IF STAINLESS STEEL CONSTRUCTION IS TO BE USED, MINIMUM GRADE SHALL BE316/316L. ALL BOLTS AND NUTS SHALL BE GRADE 50 STAINLESS STEEL 316 AND ALL NUTSSHALL BE MOLYBDENUM COATED TO PREVENT SEIZING.
ELEVATION
LADDER STILE
GENERAL NOTES
1. THE WATER SERVICE CONNECTIONS SUB-SET CONTAINS THE FOLLOWING DRAWINGS:
WSS-100 WATER SERVICE CONNECTIONS, COVER SHEET & NOTES
WSS-101 WATER SERVICE CONNECTIONS, DN20 TO DN40 METERS
WSS-102 WATER SERVICE CONNECTIONS, METERS ≥ DN50, BELOW GROUND
WSS-103 WATER SERVICE CONNECTIONS, SINGLE FIRE SERVICE, BELOW GROUND
WSS-104 WATER SERVICE CONNECTIONS, DUAL FIRE SERVICE, BELOW GROUND
WSS-105 WATER SERVICE CONNECTIONS, METER PIT COVER ARRG'TS
WSS-106 WATER SERVICE CONNECTIONS, METER PIT COVER DETAILS
WSS-107 NOT USED
WSS-108 WATER SERVICE CONNECTIONS, TYP. ABOVE GROUND METER ARRGT'S
2. THE SIZE OF THE PROPERTY SERVICE CONNECTION IS DEFINED BY THE SIZE OF THE METER AND ICON WATER SHALL DETERMINE THE WATER
METER SIZE DURING DESIGN APPROVAL.
3. WHERE WATER SERVICES PENETRATE THROUGH RETAINING WALLS OR FENCE FOOTINGS, THE MAINS-TO-METER PIPE SHALL BE LAID IN A
POLYETHYLENE SLEEVE PIPE THROUGH SUCH A RETAINING WALL OR FOOTING. THE SLEEVE PIPE SHALL BE SIZED TO PROVIDE SUFFICIENT
CLEARANCE SO THAT THE MAINS-TO-METER PIPE CAN BE INSTALLED (OR REMOVED) AFTER THE RETAINING WALL OR FENCE FOOTING HAS BEEN
CONSTRUCTED WITHOUT CAUSING UNNECESSARY DAMAGE TO THE RETAINING WALL OR FOOTING. A CONTINUOUS TRACER WIRE SHALL BE
INSTALLED.
4. THE PIPE PROTECTION ENVELOPES IN THE ICON WATER “WATER SUPPLY AND SEWERAGE INSTALLATION RULES” SHALL BE COMPLIED WITH AT
ALL TIMES.
5. THRUST BLOCKS SHALL COMPLY WITH DRAWINGS WSS-013.
WATER SERVICE CONNECTIONS & METER BOXES - DN20 TO DN40
6. ACCEPTED “MAIN-TO-METER PIPE AND FITTINGS” FOR DN20 TO DN40 SERVICE CONNECTIONS:
TYPE B HARD DRAWN COPPER PIPE TO AS 1432 WITH BRAZED JOINTS. ALL BRAZED JOINTS TO COMPLY WITH SILVER ALLOY BRAZING
DESIGNATION B4 OF AS 1169.1 TABLE 2.
TYPE B HARD DRAWN COPPER PIPE TO AS 1432 WITH “VIEGA” COPPER-ALLOY PRESS-FIT FITTINGS IN ACCORDANCE WITH AS 3688
SECTION 10.1(B).
PN16 PE100 POLYETHYLENE (PE) PIPE AND FITTINGS IN ACCORDANCE WITH AS/NZS 4130 AND AS/NZS 4129 RESPECTIVELY. PE PIPE
SHALL BE SUPPLIED ONE SIZE LARGER THAN COPPER DUE TO ITS THICKER WALL AND SHALL BE LAID IN ONE CONTINUOUS LENGTH
(i.e. NO JOINTS) FROM THE ISOLATING BALL VALVE AT THE MAIN THROUGH TO THE COPPER RISER AT THE METER BOX
7. ALL TRENCH, BEDDING AND BACKFILL DETAILS FOR BURIED MAIN-TO-METER PIPE RUNS SHALL BE IN ACCORDANCE WITH ICON WATER'S
STANDARD.
8. PE PIPE SHALL ONLY BE CONNECTED TO COPPER RISER PIPES AND BRASS ISOLATION VALVES USING ADAPTER COUPLINGS WHICH HAVE BRASS
OR COPPER-ALLOY THREADS. THREADED PLASTIC FITTINGS SHALL NOT BE USED.
9. TRACER WIRES FOR PE MAIN-TO-METER PIPE RUNS:
A 1 mm PVC-COATED TRACER WIRE SHALL BE TAPED TO THE PE PIPE AND WOUND AT LEAST THREE TIMES AROUND THE COPPER
RISER.
TERMINATION AT METER BOX : THE TRACER WIRE SHALL TERMINATE BY ATTACHING IT TO THE UNDERSIDE OF THE METER ISOLATION
VALVE USING A COPPER OR BRASS CLAMP.
TERMINATION AT THE WATER MAIN (NON-METALLIC): THE TRACER WIRE SHALL TERMINATE WITH A BARED AND TWISTED
CONNECTION MADE WITH THE WATER MAIN TRACER WIRE
TERMINATION AT THE WATER MAIN (METALLIC) : THE TRACER WIRE SHALL TERMINATE AT THE MAIN ISOLATION BALL VALVE. IF A
DICL MAIN HAS BEEN TAPPED WITH A BRASS ADAPTER, THE TRACER WIRE SHALL BE TERMINATED AT THE ADAPTER.
THE ELECTRICAL CONDUCTIVITY MUST BE TESTED BY THE INSTALLER PRIOR TO BACKFILLING TO ENABLE THE FUTURE LOCATION OF
THE BURIED MAINS-TO-METER PIPE RUN.
10. MARKING TAPE IN ACCORDANCE WITH AS 2648 SHALL BE LAID 150 mm ABOVE THE MAINS-TO-METER PIPE RUN. THE TAPE SHALL BE BROUGHT
TO THE SURFACE AT THE METER BOX AND IT SHALL BE TIED DIRECTLY BELOW THE METER ISOLATION VALVE AT THE COPPER RISER.
11. MAINS-TO-METER PIPE RUNS SHALL ENSURE A MINIMUM HORIZONTAL CLEARANCE OF 500 mm FROM BURIED ELECTRICAL SERVICES.
12. WATER SHALL NOT BE DRAWN FROM THE NETWORK UNTIL THE WATER METER ASSEMBLY HAS BEEN INSTALLED BY A LICENSED PLUMBER. A
TEMPORARY APPROVAL TO DRAW WATER FROM THE NETWORK PRIOR TO THE WATER METER ASSEMBLY BEING INSTALLED MAY BE GRANTED
UPON RECEIPT OF A WRITTEN REQUEST OUTLINING THE REASONS WHY SUCH APPROVAL IS REQUIRED. REFER TO ICON'S “WATER SUPPLY AND
SEWERAGE INSTALLATION RULES”.
13. NEW CONNECTIONS AND DISCONNECTIONS TO THE ICON WATER MAINS SHALL BE COMPLETED BY ICON WATER PERSONNEL AT THE
INSTALLATION CONTRACTOR'S EXPENSE.
14. PLASTIC METER BOX AND LIDS FOR 20mm METERS ONLY ARE AVAILABLE FREE FROM ICON WATER.
15. VALVES:
WATER MAIN ISOLATION VALVE : BALL TYPE, COPPER ALLOY.
METER ISOLATION VALVE(S ): FOR DN20 AND DN25 METERS - BALL TYPE, 90 DEGREES, LOCKABLE, COPPER ALLOY WITH ON/OFF INDICATION
CAST INTO LEVER, FEMALE THREADED INLET AND MALE THREADED OUTLET.
FOR DN32 AND DN40 METERS - GATE TYPE VALVES TO AS 1628 WITH FEMALE THREADED ENDS, HANDWHEEL AND
INSIDE SCREW- TYPE STEM. WATERMARK CERTIFICATION ALSO REQUIRED.
16. ITEMS SUCH AS PRESSURE LIMITING VALVES SHALL NOT BE INSTALLED IN THE SAME METER BOX AS THE WATER METER. ICON WATER
SUPPLIED METER BOXES ARE ONLY SIZED FOR THE ITEMS SHOWN ON THE ICON WATER DRAWINGS.
17. A MINIMUM CLEARANCE OF 40 mm SHALL BE PROVIDED BETWEEN ALL VALVES/FITTINGS AND THE METER BOX INNER WALLS AND THE
UNDERSIDE OF THE METER BOX LID.
18. THE TOP OF THE WATER METER SHALL BE LOCATED NO MORE THAN 200 mm BELOW THE UNDERSIDE OF THE METER BOX LID TO ENABLE EASY
READING OF THE METER.
19. TAPPING CONNECTIONS:
CONNECTIONS TO NEW MAINS : ONLY PRE-TAPPED CONNECTORS SHALL BE USED IN ALL NEW WATER MAINS. DIRECT TAPPING
CONNECTIONS, COPPER ALLOY TAPPING BANDS, PLASTIC TAPPING BANDS AND SINGLE BOLT TAPPING BANDS SHALL NOT BE USED.
CONNECTIONS TO EXISTING MAINS : REFER TO THE ICON WATER HYDRAULIC ACCEPTANCE TEAM FOR A LIST OF APPROVED
(PROJECT/LOCATION SPECIFIC) TAPPING BANDS.
20. UPON SUCCESSFUL INSTALLATION AND TESTING, ICON WATER'S SUPPLY RESPONSIBILITY IS UP TO AND INCLUDING THE UNION COUPLING
IMMEDIATELY DONWSTREAM OF THE WATER METER.
21. DUE TO THE VARIETY OF COPPER PIPE PRESS-FIT CONNECTIONS AVAILABLE WHICH REQUIRE PROPRIETARY TOOLING FOR INSTALLATION, ICON
WATER WILL ONLY ACCEPT SILVER SOLDERED JOINTS, UNION COUPLING JOINTS OR “VIEGA” COPPER-ALLOY PRESS-FIT FITTINGS IN
ACCORDANCE WITH AS 3688 SECTION 10.1(B) FOR PIPEWORK WITHIN ICON WATER'S RESPONSIBILITY OR FITTINGS CONNECTING DIRECTLY TO
ICON WATER'S PIPEWORK RESPONSIBILITY.
22. BACKFLOW PREVENTION SHALL BE INSTALLED AS REQUIRED AS PER AS3500.
23. A MINIMUM CLEARANCE OF 1000mm SHALL BE MAINTAINED AT ALL TIMES BETWEEN THE METER ISOLATION VALVE AND ANY CONCRETE/PAVED
SURFACE. (e.g. DRIVEWAY OR FOOTPATH).
WATER SERVICE CONNECTIONS - DN50 AND ABOVE
24. FOR NON-RESIDENTIAL WATER METERS (INCLUDING METERS FOR FIRE SERVICES) OF SIZES DN50 AND ABOVE, IT IS ICON WATER'S PREFERENCE
TO HAVE WATER METERS LOCATED IN ABOVE-GROUND (ENCLOSED) CABINETS WHICH ARE READILY ACCESSIBLE FOR ICON WATER METER
READERS. REFER TO DRAWING WSS-108 FOR A TYPICAL ARRANGEMENT.
25. ACCEPTED “MAIN-TO-METER PIPE AND FITTINGS” FOR DN50 (AND ABOVE) SERVICE CONNECTIONS:
COPPER (SIZES DN50 TO DN80) :
PIPE: TYPE B HARD DRAWN COPPER PIPE TO AS 1432.
FITTINGS: COPPER OR COPPER-ALLOY FITTINGS BRAZED USING SILVER ALLOY BRAZING DESIGNATION B4 OF AS 1169.1 TABLE 2.
ALTERNATIVELY, COPPER OR COPPER-ALLOY PRESS-FIT FITTINGS COMPLYING WITH AS 3688 (INCLUSIVE OF EPDM O-RING TO
AS/NZS 4020) MAY BE USED.
FLANGES: COPPER OR COPPER ALLOY PIPE FLANGES TO AS4087 PN16 SHALL BE INSTALLED WHERE SHOWN ON THE ICON WATER
DRAWINGS. ALL FLANGE BOLTS AND NUTS TO BE GRADE 4.6 HOT-DIP GALVANISED STEEL. 3mm EPDM GASKET TO BE
INSTALLED BETWEEN MATING FLANGE FACES.
USAGE LIMITS: BURIED FLANGES MAY ONLY BE USED TO CONNECT TO BURIED VALVES. ALL BURIED FLANGES AND FLANGE BOLTS ARE TO BE
WRAPPED IN PETROLATUM-BASED TAPE.
PE100 POLYETHYLENE (SIZES DN50 AND DN63) :
PIPE: PE100 PN16 POLYETHYLENE (PE) TO AS/NZS 4130. PE PIPE SHALL BE SUPPLIED ONE SIZE LARGER THAN COPPER PIPE DUE TO
ITS THICKER WALL.
FITTINGS: PN16 PE ELECTRO-FUSION OR BUTT-WELD FITTINGS TO AS/NZS 4129.
FLANGES: PN16 PE STUB-TYPE WITH LOOSE GALV. STEEL BACKING RINGS. ALL FLANGE NUTS AND BOLTS TO BE GRADE 4.6HOT-DIP
GALVANISED STEEL. 3 mm EPDM GASKET TO BE INSTALLED BETWEEN MATING FLANGE FACES.
USAGE LIMITS: WITHIN ICON WATER'S PIPEWORK RESPONSIBILITY, PE PIPE AND FITTINGS ARE ONLY TO BE USED FOR BURIED SERVICES AND
SHALL NOT BE USED WITHIN METER PITS. BURIED FLANGES MAY ONLY BE USED TO CONNECT TO BURIED VALVES. ALL BURIED
FLANGES AND FLANGE BOLTS ARE TO BE WRAPPED IN PETROLATUM-BASED TAPE.
DUCTILE IRON CEMENT LINED (SIZES DN100 AND ABOVE) :
PIPE: PN20 (MIN PN RATING) DUCTILE IRON CEMENT LINED (DICL) PIPE TO AS/NZS 2280.
FITTINGS: PN16 SPIGOT-SOCKET (SP-SO) TO AS/NZS 2280 FOR BURIED SERVICES.
FLANGES: DI FLANGES TO AS4087 PN16. ALL FLANGE NUTS AND BOLTS TO BE GRADE 4.6 GALVANISED STEEL. 3 mm EPDM GASKET TO BE
INSTALLED BETWEEN MATING FLANGE FACES.
USAGE LIMITS: BURIED FLANGES MAY ONLY BE USED TO CONNECT TO BURIED VALVES. ALL BURIED FLANGES AND FLANGE BOLTS ARE TO BE
WRAPPED IN PETROLATUM-BASED TAPE.
PVC-M OR PVC-O (SIZES DN100 AND ABOVE)
PIPE: PVC-M SERIES 2 SP-SO PIPES TO AS/NZS 4756; OR PVC-O SP-SO SERIES 2
FITTINGS: NO FITTINGS - REFER TO USAGE LIMITS. RUBBER RING JOINTS (RRJ) ONLY.
FLANGES: NO FLANGES - REFER TO USAGE LIMITS.
USAGE LIMITS: PVC-M AND PVC-O PIPE IS ONLY TO BE USED IN BURIED MAINS-TO-METER PIPE RUNS BETWEEN DUCTILE IRON FITTINGS AND
IS NOT TO BE USED WITHIN METER PITS.
26. ALL TRENCH, BEDDING AND BACKFILL DETAILS FOR BURIED MAIN-TO-METER PIPE RUNS SHALL BE IN ACCORDANCE WITH ICON WATER'S
STANDARD.
27. TRACER WIRES FOR PE, PVC-U, PVC-O AND PVC-M MAIN-TO-METER PIPE RUNS:
A 1 mm PVC-COATED TRACER WIRE SHALL BE TAPED TO THE PIPE.
TERMINATION AT METER PIT : THE TRACER WIRE SHALL BE BROUGHT THROUGH THE METER PIT WALL AND NEATLY TERMINATED
WITH A CRIMPED LUG ON A SUITABLE FLANGE NUT (OUTSIDE THE PRESSURE NUT) ON THE FIRST FLANGE INSIDE THE PIT.
TERMINATION AT THE WATER MAIN (NON-METALLIC): THE TRACER WIRE SHALL TERMINATE WITH A BARED AND TWISTED
CONNECTION MADE WITH THE WATER MAIN TRACER WIRE
TERMINATION AT THE WATER MAIN (METALLIC) : THE TRACER WIRE SHALL TERMINATE AT THE MAIN ISOLATION VALVE. IF A DICL
MAIN HAS BEEN TAPPED WITH A BRASS ADAPTER, THE TRACER WIRE SHALL BE TERMINATED AT THE ADAPTER.
THE ELECTRICAL CONDUCTIVITY MUST BE TESTED BY THE INSTALLER PRIOR TO BACKFILLING TO ENABLE THE FUTURE LOCATION OF
THE BURIED MAINS-TO-METER PIPE RUN.
28. MARKING TAPE IN ACCORDANCE WITH AS 2648 SHALL BE LAID 150 mm ABOVE THE MAINS-TO-METER PIPE RUN. THE TAPE SHALL TERMINATE
AT THE METER PIT CONCRETE ANCHOR BLOCK.
29. MAINS-TO-METER PIPE RUNS SHALL ENSURE A MINIMUM HORIZONTAL CLEARANCE OF 500 mm FROM BURIED ELECTRICAL SERVICES.
30. WATER SHALL NOT BE DRAWN FROM THE NETWORK UNTIL THE WATER METER ASSEMBLY HAS BEEN INSTALLED BY A LICENSED PLUMBER. A
TEMPORARY APPROVAL TO DRAW WATER FROM THE NETWORK PRIOR TO THE WATER METER ASSEMBLY BEING INSTALLED MAY BE GRANTED
UPON RECEIPT OF A WRITTEN REQUEST OUTLINING THE REASONS WHY SUCH APPROVAL IS REQUIRED. REFER TO ICON'S “WATER SUPPLY &
SEWERAGE INSTALLATION RULES”.
WATER SERVICE CONNECTIONS - DN50 AND ABOVE (CONTINUED)
31. NEW CONNECTIONS AND DISCONNECTIONS TO THE ICON WATER MAINS SHALL BE COMPLETED BY ICON WATER PERSONNEL AT THE
INSTALLATION CONTRACTOR'S EXPENSE.
32. ALL STOP VALVES (FOR BOTH BURIED AND METER PIT INSTALLATIONS) SHALL BE PN16 RESILIENT SEATED GATE VALVES TO AS/NZS 2638.2
WITH THE FOLLOWING REQUIREMENTS:
FLANGED TO AS 4087 PN16
ANTI-CLOCKWISE TO CLOSE
DUCTILE IRON BODY/BONNET WITH A FUSION BONDED EPOXY COATING TO AS 4158
WATERMARK APPROVED AND WSAA ACCREDITED
SUPPLIED WITH HANDWHEEL FOR VALVES INSTALLED IN METER PITS OTHERWISE OPERATED BY EXTENSION KEY IF BURIED. VALVES
INSTALLED IN METER PITS SHALL BE LOCKABLE. AND SHALL BE CLEARLY MARKED AS TO THE DIRECTION OF OPENING AND SHUT-OFF
33. ITEMS SUCH AS PRESSURE LIMITING VALVES MAY BE INSTALLED IN THE SAME METER PIT, THE SIZE OF THE PIT SHALL BE ADJUSTED AT THE
DESIGN STAGE TO SUIT AND TO MEET THE MINIMUM CLEARANCE REQUIREMENTS SHOWN ON WSS-075.
34. THE METER PIT PRIMARY ACCESS ZONES SHOWN ON THE ICON WATER DRAWINGS MUST BE KEPT FREE OF RUBBISH AND OTHER MATERIALS.
35. BY DEFAULT, CONNECTIONS TO THE WATER MAIN WILL BE MADE USING FLANGED REDUCING TEES (FL-FL-FL) IN-BETWEEN FLANGE-SOCKET
(FL-SO) CONNECTING SPOOLS. HOWEVER, PRE-TAPPED CONNECTORS MAY BE USED FOR DN50 CONNECTIONS ON NEW WATER MAINS. TAPPING
BAND CONNECTIONS SHALL NOT BE USED UNLESS APPROVED IN WRITING BY ICON WATER FOR A SPECIFIC PROJECT.
36. UPON SUCCESSFUL INSTALLATION AND TESTING, ICON WATER'S SUPPLY RESPONSIBILITY IS UP TO AND INCLUDING THE DOWNSTREAM FLANGE
OF EACH WATER METER.
MANDATORY METER PIT DESIGN DETAILS - FOR DN50 METERS AND ABOVE
37. METER PITS SHALL BE CONSTRUCTED OF REINFORCED CONCRETE BY EITHER CAST IN-SITU METHODS OR THE INSTALLATION OF PRE-CAST SLAB
AND RISER SECTIONS
38. THE DETAILS SHOWN ON THE ICON WATER DRAWINGS RELATING TO METER PITS AND METER PIT COVERS ARE MINIMUM MANDATORY
REQUIREMENTS. NO ATTEMPT HAS BEEN MADE BY ICON WATER TO PROVIDE A DETAILED STRUCTURAL DESIGN. EACH METER PIT WILL
REQUIRE A STRUCTURAL ENGINEER TO DESIGN SPECIFICALLY FOR THE PROJECT CONDITIONS TO BE ENCOUNTERED. THE STRUCTURAL
ENGINEER SHALL TAKE INTO ACCOUNT DETAILS SUCH AS, BUT NOT LIMITED TO: GEOTECHNICAL DATA, BUOYANCY AND FLOTATION, PIPE
THRUST LOADS, PIPE PENETRATIONS, PIPE SUPPORT LOADS, CONSTRUCTION JOINTS AND WATER STOPS, PIT WALL AND SLAB REINFORCEMENT,
PIT COVER DESIGN LOADS AND PIT COVER ALLOWABLE DEFLECTION ETC. REINFORCED CONCRETE STRUCTURES SHALL HAVE A MINIMUM
DESIGN LIFE OF 100 YEARS AND STRUCTURAL STEEL COMPONENTS SHALL HAVE A MINIMUM DESIGN LIFE OF 50 YEARS.THE STRUCTURAL
ENGINEER SHALL PROVIDE A CERTIFICATE STATING THAT ALL STRUCTURAL ITEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH ICON WATER
REQUIREMENTS AS DETAILED IN ICON WATER'S DESIGN INFRASTRUCTURE STANDARDS AS WELL AS THE RELEVANT AUSTRALIAN STANDARDS
AND CODES OF PRACTICE.
39. THE MAXIMUM DEPTH OF EACH METER PIT SHALL BE LIMITED TO 1500mm SO THAT PORTABLE LADDERS CAN BE USED TO ACCESS THE PIT. THE
METER PIT PIPEWORK DEPTH CAN BE ADJUSTED TO SUIT AS PER THE DEEP PIT CONNECTION DETAIL LOCATED ON DRAWING WSS-103.
40. METER PITS SHALL HAVE A 3.0 METRE WIDE ACCESS CORRIDOR PROVIDED ALONG AT LEAST ONE (LONG) SIDE FOR ICON WATER MAINTENANCE
VEHICLES. THIS ACCESS CORRIDOR MAY BE A SHARED USE AREA SUCH AS A DRIVEWAY OR PARKING SPACE AS LONG AS THE SPACE CAN BE
QUICKLY AND EASILY CLEARED IF ICON WATER IS REQUIRED TO PERFORM MAINTENANCE WORK IN THE METER PIT.
41. THE TOP OF THE METER PIT SHALL FINISH 50 TO 100 mm ABOVE FINISHED SURFACE LEVEL (FSL) TO AVOID THE PIT FLOODING DURING HEAVY
RAIN EVENTS. HOWEVER, IF THE METER PIT IS TO BE LOCATED IN AN AREA SHARED WITH VEHICLES, REMOVABLE VEHICLE BOLLARDS (WITH
BASES EMBEDDED IN A CONCRETE FOOTING) SHALL BE INSTALLED AS APPROPRIATE. ALTERNATIVELY, THE TOP OF THE METER PIT SHALL
FINISH 300 TO 400 mm ABOVE FSL AND THE METER PIT COVERS SHALL BE DESIGNED FOR THE APPROPRIATE VEHICLE LOADS. REFER TO NOTE
41 FOR FURTHER DETAILS.
42. A DN100 PVC-U DRAIN PIPE SHALL BE CAST IN TO THE METER PIT SO THAT THE DRAIN PIPE INVERT IS FLUSH WITH THE LOWEST POINT IN THE
METER PIT FLOOR SLAB. THE DRAIN SHALL BE CONNECTED TO THE STORMWATER SYSTEM.
MANDATORY METER PIT COVERS DESIGN DETAILS - FOR DN50 METERS AND ABOVE
43. COVERS MUST BE CAPABLE OF A MID-SPAN DEFLECTION OF LESS THAN 5 mm WHEN SUBJECTED TO A UNIFORMLY DISTRIBUTED LOAD (UDL) OF
2.5 kPa. THE SAME DEFLECTION CRITERIA APPLIES IF THE COVERS ARE DESIGNED FOR VEHICLE LOADS. ANY COVER PANEL SUPPORT BEAMS (IF
REQUIRED) MUST BE EASILY REMOVED (i.e. THEY SHALL NOT TO BE CAST-IN).
44. THE MAXIMUM WEIGHT OF EACH COVER PANEL SHALL BE 32 kg. FOR COVER PANELS ≤ 20 kg, ONLY ONE LIFTING HANDLE IS REQUIRED,
OTHERWISE TWO LIFTING HANDLES SHALL BE PROVIDED PER COVER PANEL.
45. APPROVED PIT COVER MATERIALS AND COMPONENTS:
METER PITS LOCATED IN, OR CLOSE TO PUBLIC AREAS : WEBFORGE “WEBPLATE” (i.e. CHEQUERPLATE AND GRATING COMBINED) OR
EQUIVALENT CONSTRUCTED OF GALVANISED STEEL OR ALUMINIUM. ALTERNATIVELY CHEQUERPLATE (MINIMUM THICKNESS OF 6 mm)
AND SUITABLY STIFFENED WITH GALVANISED STEEL OR ALUMINIUM ANGLE AS APPROPRIATE. HINGE BOLTS SHALL BE SPOT-WELDED
AFTER INSTALLATION OF THE COVERS TO PREVENT UNAPPROVED REMOVAL BY THE PUBLIC.
METER PITS LOCATED AWAY FROM PUBLIC AREAS : WEBFORGE “C STYLE” GRATING CONSTRUCTED OF GALVANISED STEEL OR
ALUMINIUM, BANDED ALL-ROUND (INCLUDING CUT-OUTS) OR EQUIVALENT. HINGE BOLTS SHALL NOT BE SPOT WELDED.
GALVANISED FASTENERS SHALL BE USED FOR GALVANISED COVER COMPONENTS. GRADE 4.6 GALVANISED STEEL HINGE BOLTS SHALL
BE USED FOR BOTH GALVANISED STEEL AND ALUMINIUM COVER PANEL HINGES. ALL OTHER FASTENERS IN ALUMINIUM COVER
COMPONENTS (IF REQUIRED) SHALL BE STAINLESS STEEL.
46. A HINGED INSPECTION COVER SHALL BE INSTALLED OVER THE COVER PANEL CUT-OUT LOCATED DIRECTLY OVER EACH WATER METER. THE
CUT-OUT IN THE COVER PANEL SHALL BE LOCATED SO THAT ITS CENTRE IS DIRECTLY OVER THE MIDDLE OF THE WATER METER DISPLAY
LOCATED BELOW.
TYPICAL DESIGN DETAILS FOR METERS INSTALLED IN ABOVE-GROUND CABINETS - ALL SIZES
47. A PROPERTY SERVICE ISOLATION VALVE SHALL BE INSTALLED WITHIN 1.0 METRE OF THE PROPERTY BOUNDARY REGARDLESS OF THE LOCATION
OF THE METER. EACH MAIN-TO-METER SERVICE REQUIRES ITS OWN INDIVIDUAL ISOLATION.
48. DRAWING WSS-108 PROVIDES MINIMUM MANDATORY INFORMATION AND SHALL BE READ IN-CONJUNCTION WITH DRAWINGS WSS-101 TO 104
AS APPLICABLE.
49. THE MAINTENANCE ACCESS ZONE MUST BE FREE OF RUBBISH AND MATERIALS. IT MAY BE LOCATED IN A PARKING SPACE ON THE PROVISO
THAT VEHICLES MUST BE REMOVED WHEN THE METER REQUIRES READING OR WHEN MAINTENANCE WORK IS REQUIRED. SAFE ACCESS TO AND
FROM THE METER INSTALLATION MUST BE PROVIDED.
50. WHILST ICON WATER IS RESPONSIBLE FOR PROVIDING A WATER SERVICE UP TO THE RESPONSIBILITY LIMIT SHOWN ON DRAWING WSS-108,
ICON WATER CANNOT BE HELD RESPONSIBLE FOR MAIN-TO-METER PIPE RUNS THAT ARE INACCESSIBLE. IN SUCH CASES, THE INACCESSIBLE
PIPEWORK SHALL BE THE LEASEHOLDERS RESPONSIBILITY.
51. PIPE SUPPORTS SHALL BE LOCATED TO CATER FOR LOADS SUCH AS SELF WEIGHT AS WELL AS THRUST LOADS. THE DETERMINATION OF THE
CORRECT SUPPORT TYPE AND SUPPORT SPACING SHALL BE DETERMINED BY A COMPETENT ENGINEER.
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DRWWATERPROJECTSDBP\Projects\CX10999\Drawings\WSS_100.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
WATER SERVICE CONNECTIONS
GENERAL NOTES AND SIZING SCHEDULE
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-100
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
Water.ctb
Standard Drawing
WATER METER SIZING SCHEDULE
METER SIZE
(mm)
METER MAKE AND MODEL
CURRENTLY SUPPLIED / IN STOCK
METER LENGTH
(mm)
INSTALLATION REQUIREMENTS
CONNECTION TYPE
NOM. FIRE SERVICE
METER SPOOL LENGTH
(mm)
DIRT BOX LENGTH (mm)
*SENSUS ONLY
BACKFLOW PREVENTION
MAXIMUM CONTINUOUS
FLOW (l/s)
20 ELSTER V100 153 THREADED BSP INTEGRATED DUAL-CHECK VALVE 0.69
25 ELSTER V100 177 THREADED BSP INTEGRATED SINGLE-CHECK VALVE 0.97
32 ELSTER V100 189 FLANGE 2 BOLT INTEGRATED SINGLE-CHECK VALVE 1.67
40 ELSTER V100 231 FLANGE 2 BOLT INTEGRATED SINGLE-CHECK VALVE 2.78
50 ELSTER V300 300 FLANGE 2 BOLT 4.17
50 SENSUS MEISTREAM PLUS
300 (ISO) 311 (AS)
FLANGE 4 BOLT FIGURE B5
1020 (AS)200 / 311
9.72
80 SENSUS MEISTREAM PLUS
350 (ISO) 413 (AS)
FLANGE 4 BOLT FIGURE B5
1465 (AS)200 / 225* / 413
17.50
100 SENSUS MEISTREAM PLUS
350 (ISO) 483 (AS)
FLANGE 4 BOLT FIGURE B5
1765 (AS) 250 / 483
27.78
150 SENSUS MEISTREAM PLUS
300 (ISO) 500 (AS)
FLANGE 4 BOLT FIGURE B5
2200 (AS)300 / 500
69.44
600±50
TO METER
ISOLATION VALVE
600(TYP.)
B
-
C
-
METER BOX
(METER NOT SHOWN)
TO PREMISES
COPPER RISER
BLUE METAL 10mm SIZE
LAID 20-40mm BED DEPTH
COUPLING
TRACER WIRE AND
MARKER TAPE
(NOTE 9)
400±50
MIN
. CO
VER
600 M
IN
. CO
VER
7
5
°
M
I
N
.
TYPICAL MAIN TO METER (SINGLE) PROPERTY SERVICE
FOR METERS < DN40
SCALE - N.T.S.
TOP OF METER BOX TO BE 50 - 100
ABOVE F.S.L. WHEN LOCATED IN
GARDEN BEDS AND FLUSH WITH
F.S.L. WHEN LOCATED IN GRASSED
OR PAVED AREAS
FINISHED SURFACE LEVEL (F.S.L.)
KERB LIN
E
LEASE BO
UN
DARY
WATER MAIN ISOLATION
BALL VALVE
PRE-TAPPED CONNECTOR
A
-
℄ W
ATER M
AIN
NORMAL
BUILDING
BLOCK
SERVICE LOCATED TO WITHIN
ONE METRE OF MIDWAY
BETWEEN SIDE BOUNDARIES
NARROW
FRONTAGE
BUILDING
BLOCK
SID
E PRO
PERTY BO
UN
DARY
SID
E PRO
PERTY BO
UN
DARY
LEASE BOUNDARY
WATER MAIN
KERB LINE
SERVICE LOCATED 300
FROM SIDE BOUNDARY
FOR DUAL BATTLE-AXE BLOCKS
POSITION SERVICE ADJACENT TO
THEIR NON-COMMON BOUNDARY
PLAN
ACCEPTABLE DOMESTIC SERVICE LOCATIONS
SCALE - N.T.S.
PE SLEEVING SHEET
(ON DICL PIPE)
ADHESIVE TAPE
(ON DICL PIPE SLEEVINGS)
DICL PIPE
AND SLEEVINGS
ADHESIVE TAPE
(ON DICL PIPE SLEEVINGS)
SOCKET - SOCKET
PRETAPPED CONNECTOR
(SEE NOTE 12)
PE SLEEVING FOR DICL MAINS
DN225 AND ABOVE
DETAIL
SCALE
A
-
- N.T.S.
25 M
IN.
25 M
IN.
40
METER ISOLATION VALVE
(90° BALL VALVE - LOCKABLE)
90° ELBOW
METER SUPPORT
(BRICK, MASONRY BLOCK OR
TREATED HARDWOOD TYP.)
ICON WATER
RESPONSIBILITY
(FROM UNION COUPLING)
LEASE HOLDER
RESPONSIBILITY
UNION COUPLING TO BE INSTALLED
(BOTH SIDES OF METER)
METER BOX AND LID
(PLASTIC CONSTRUCTION)
REFER WSS-024
F.S.L.
DETAIL
SCALE
B
-
N.T.S.
DN20 AND DN25 METER INSTALLATION
FROM MAINS TO PREMISES
F.S.L.
FROM MAINS TO PREMISES
DETAIL
SCALE
C
-
N.T.S.
DN32 AND DN40 METER INSTALLATION
METER ISOLATION VALVES 2-OFF
(BALL VALVES)
UNION COUPLINGS TO BE INSTALLED
(BOTH SIDES OF METER)
ICON WATER
RESPONSIBILITY
(FROM UNION COUPLING)
LEASE HOLDER
RESPONSIBILITY
40
40 M
IN
.
40 M
IN
.
METER BOX AND COVER
CONC. CONSTRUCTION (BOX)
6mm TREAD PLATE GALV. (COVER)
90° ELBOW90° ELBOW
METER SUPPORT
(BRICK, MASONRY BLOCK OR
TREATED HARDWOOD TYP.)
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DRWWATERPROJECTSDBP\Projects\CX10999\Drawings\WSS_101.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
WATER SERVICE CONNECTIONS
DN20 TO DN40 METERS
ARRANGEMENT AND CONNECTION DETAILS
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-101
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
Water.ctb
Standard Drawing
NOTES
a. REFER DRAWING WSS-100 FOR WATER SERVICE CONNECTION NOTES.
b. METER BOXES FOR DN25 METERS AND LARGER ARE CUSTOMER SUPPLIED.
FLANGE - SOCKET
CONNECTORS
REFER NOTE 31
FLANGE - SOCKET
CONNECTORS
FLANGE - SOCKET OR
CONNECTOR SPIGOT
WATER M
AIN
PUDDLE FLANGE
PRECAST CONCRETE OR
RECYCLED PLASTIC SURROUNDS
ON CAST IRON STOP VALVE BOX
VALVE KEY SHAFT DN225 RC PIPE AS
4139 CLASS 2 OR PVC PRESSURE PIPE
AS 1477 SERIES 1 PN16
BRICK SUPPORT
650 M
IN
.
DIRT BOX STRAINER
DN
+
150
(300 M
IN
.)
WATER METER,
REFER SCHEDULE
ON WSS-100
DN100 DRAIN CONNECT TO
STORMWATER
(NOTE 42)
REINFORCED
CONCRETE SLAB
FINISHED SURFACE LEVEL (F.S.L)
DN
+
150
(300 M
IN
.)
STOP VALVE ON
WATER SERVICE
(NOTE 32)
CONCRETE
ANCHOR BLOCK,
NOTE 38
600 TYP. DISTANCE
FROM KERB LINE
5 x PIPE DIA.
ICON WATER ACCEPTED
DISMANTLING JOINT
PRIMARY ACCESS
ZONE, NOTE 34
GATE VALVE
(NOTE 32)
250 MIN. 3 x PIPE DIA.250 MIN.
LEASE BOUNDARY
ICON WATER
RESPONSIBILITY
LEASE HOLDER
RESPONSIBILITY
COPPER PIPE
(NOTE 25)
FLANGE - SOCKET
CONNECTOR
(NOTE 25)
REINFORCED CONCRETE METER PIT
(PRE-CAST OR CAST IN-SITU CONSTRUCTION)
PROPERTY
SERVICE
PIT COVER (INDICATIVE) REFER DRAWING
WSS-105 AND WSS-106 FOR COVER DETAILS .
1500 M
AX.
NO
TE 39
50 MIN. 100 100 MAX
NOTE 39
250 MIN.
THRUST BLOCK
REFER NOTE 5
KERB MARKER 'SV' FOR
EACH STOP VALVE
FALL TO DRAIN
VALVE\METER SUPPORT (TYP.)
BRICK OR CONCRETE BLOCK
100 M
AX. (TYP.)
GATE VALVE
(NOTE 32)
W M
W M
-
A
SCALE
SECTION A
-N.T.S.
-
PLAN - PROPERTY SERVICE CONNECTION
>DN50
SCALE -N.T.S.
PROPERTY
SERVICE
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_102.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
WATER SERVICE CONNECTIONS
WATER METERS DN50 AND LARGER (BELOW GROUND)
ARRANGEMENT AND CONNECTION DETAILS
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-102
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
Water.ctb
Standard Drawing
NOTES:
a. REFER DRAWING WSS-100 FOR WATER SERVICE CONNECTIONS, COVER SHEET & NOTES.
b. REFER DRAWING WSS-103 FOR DEEP PIT CONNECTION DETAILS WHICH ARE TO BE USED
FOR DEEP MAIN CONNECTIONS OR FOR WHEN ADEQUATE CLEARANCES TO OTHER
BURIED SERVICES MUST BE MAINTAINED.
PUDDLE FLANGE
ISOLATION
VALVE
WATER METER,
REFER NOTE 2
5 x PIPE Dia.
ISOLATION VALVE
(LOCKABLE)
FLANGED TEE
250 MIN.
250 MIN.
ISOLATION VALVE
(LOCKABLE)
3 x PIPE Dia.
FIRE
SERVICE
PROPERTY
SERVICE
ISOLATION
VALVE
PRIMARY ACCESS ZONE,
NOTE 34
DIRT BOX STRAINER
FLANGE - SOCKET
CONNECTOR
REFER NOTE 25
250 MIN.
ICON WATER
RESPONSIBILITY
LEASE HOLDER
RESPONSIBILITY
LEASE BOUNDARY
REINFORCED CONCRETE METER PIT
(PRE-CAST OR CAST IN-SITU CONSTRUCTION)
CONCRETE ANCHOR BLOCK
NOTE 38
-
A
-
B
W M
ICON WATER ACCEPTED
DISMANTLING JOINT
SPOOL PIECE
(REFER SCHEDULE ON WSS-100)
DN
+
150
(300 M
IN
.)
DN
+
150
(300 M
IN
.)
650 M
IN
.
PLAN - PROPERTY SERVICE CONNECTION
WITH FIRE SERVICE
SCALE -N.T.S.
BACK FLOW
PREVENTION DEVICE
THRUST BLOCK,
REFER NOTE 5
STOP VALVE ON WATER MAIN,
IF REQUIRED BY ICON WATER
FLANGE - SOCKET
CONNECTORS
STOP VALVE ON WATER MAIN,
REFER TO ICON'S WATER
SUPPLY STANDARDS
FLANGE - SOCKET
CONNECTORS
FLANGE - SOCKET
CONNECTOR
STOP VALVE ON
WATER SERVICE
(NOTE 32)
WATER M
AIN
PLAN - CONNECTION TO MAIN
SCALE -N.T.S.
-
C
-
D
PIT COVER (INDICATIVE)
REFER DRAWING WSS-105 AND WSS-106
FOR METER PIT COVER DETAILS .
FINISHED SURFACE LEVEL (F.S.L)
DN100 DRAIN CONNECT TO
STORMWATER (NOTE 42)
REINFORCED
CONCRETE SLAB
VALVE SUPPORT (TYP.)
BRICK OR CONCRETE BLOCK
100 MAX. (TYP.)
SCALE
SECTION A
-N.T.S.
-
DN
+
150
(300 M
IN
.)
PROPERTY
SERVICE
CONTINUES
(REFER
SECTION B)
FALL TO DRAIN
FIRE
SERVICE
1500 M
AX.
NO
TE 39
FINISHED SURFACE LEVEL (F.S.L)
W M
FIRE SERVICE PIPE WORK (BEHIND)
NOT SHOWN FOR CLARITY
(REFER SECTION A)
100 MAX. (TYP.)
UNISTRUT AND PIPE CLAMP (TYP.)
(CLEAR OF FLANGE BOLTS AND NUTS)
SCALE
SECTION B
-N.T.S.
-
FALL TO DRAIN
PROPERTY
SERVICE
THRUST BLOCK
(NOTE 5)
PRECAST CONCRETE OR
RECYCLED PLASTIC
SURROUNDS ON CAST
IRON STOP VALVE BOX
VALVE SHAFT DN225 RC PIPE AS
4139 CLASS 2 OR PVC PRESSURE
PIPE AS 1477 SERIES 1 PN16
BRICK SUPPORT
600
TYPICAL DISTANCE
OF WATER MAIN
FROM KERB LINE
FINISHED SURFACE LEVEL (F.S.L)
KERB MARKER
'SV FOR EACH
STOP VALVE
SCALE
ELEVATIONC
-N.T.S.
-
SHALLOW MAIN CONNECTION
600
TYPICAL DISTANCE OF WATER
MAIN FROM KERB LINE
FINISHED SURFACE LEVEL (F.S.L)
THRUST BLOCK
(NOTE 5)
BRICK SUPPORT
PRECAST CONCRETE OR
RECYCLED PLASTIC
SURROUNDS ON CAST
IRON STOP VALVE BOX
VALVE SHAFT DN225 RC PIPE
AS 4139 CLASS 2 OR PVC
PRESSURE PIPE AS 1477
SERIES 1 PN16
SCALE
ELEVATIOND
N.T.S.
-
DEEP MAIN CONNECTION
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_103.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
WATER SERVICE CONNECTIONS
SINGLE FIRE SERVICE
BELOW GROUND
ARRANGEMENT AND CONNECTION DETAILS
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-103
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
Water.ctb
Standard Drawing
NOTES:
a. REFER DRAWING WSS-100 FOR WATER
SERVICE CONNECTIONS NOTES.
ICON WATER ACCEPTED
DISMANTLING JOINT
PUDDLE FLANGE
ISOLATION
VALVE
WATER METER,
REFER NOTE 2
5 x PIPE Dia.
ISOLATION VALVE
(LOCKABLE)
FLANGED TEE
250 MIN.
250 MIN.
ISOLATION
VALVE
(LOCKABLE)
3 x PIPE Dia.
FIRE
SERVICE
PROPERTY
SERVICE
ISOLATION
VALVE
PRIMARY ACCESS ZONE,
NOTE 34
DIRT BOX STRAINER
FLANGE - SOCKET
CONNECTOR
REFER NOTE 25
250 MIN.
ICON WATER
RESPONSIBILITY
LEASE HOLDER
RESPONSIBILITY
LEASE BOUNDARY
REINFORCED CONCRETE METER PIT
(PRE-CAST OR CAST IN-SITU CONSTRUCTION)
CONCRETE ANCHOR BLOCK
NOTE 38
WSS-103
A
WSS-103
B
W M
SPOOL PIECE
(REFER SCHEDULE ON WSS-100)
DN
+
150
(300 M
IN
.)
650 M
IN
.
PLAN - PROPERTY SERVICE CONNECTION
WITH DUAL FIRE SERVICE
SCALE -N.T.S.
BACK FLOW
PREVENTION DEVICE
THRUST BLOCK
REFER NOTE 21
STOP VALVE
FLANGE - SOCKET
CONNECTORS
STOP VALVE ON WATER MAIN
(REFER ICON'S WATER
SUPPLY STANDARDS)
FLANGE - SOCKET
CONNECTOR
WATER M
AIN
THRUST BLOCK
REFER NOTE 21
STOP VALVE
FLANGE - SOCKET
CONNECTOR
250 MIN.
250 MIN.
FIRE
SERVICE
FLANGE - SOCKET
CONNECTOR
REFER NOTE 25
250 MIN.
ICON WATER ACCEPTED
DISMANTLING JOINT
FLANGE-FLANGE CONNECTOR
LENGTH VARIES TO MAINTAIN
CLEARANCE BETWEEN SERVICE LINES
(REFER TABLE 1)
650 M
IN
.
DN
+
150
(300 M
IN
.)
WSS-103
C
WSS-103
D
PLAN - CONNECTION TO MAIN
SCALE -N.T.S.
WSS-103
A
TABLE 1 - FLANGE-FLANGE
CONNECTOR
MAINDIA.
SERVICEDIA.
CONNECTORLENGTH
10050 50080 500
100 500
150100 500150 500
20080 500
100 500150 500
22580 500
100 500150 500
25080 300
100 300150 500
30080 300
100 300150 300
375100 200150 300
450100 200150 200
500100 n/a150 200
600100 n/a150 n/a
Rev
Date:
REVISIONNo.
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
CADD File Name:C:\temp\BC-Workspace\MRMATUSIAK\M-Seappsprd37,D-DrwWaterdbP\Standards\WSS\WSS_104.dwg
Date Plotted:14/11/2016
Plot Style: Plotted by: Matusiak, Matthew
ENG CHECKEDDATE DESIGN AUTH
Drawn:
Designed:
Engineering
Checked:
Verified:
Design
Authority:
© Icon Water.
Drawing Type:
Drawing Status:
VERIFIED
2016
Current
STANDARD DRAWING
WATER SERVICE CONNECTIONS
DUAL FIRE SERVICE
BELOW GROUND
ARRANGEMENT AND CONNECTION DETAILS
M. Matusiak 27/07/2016
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
WSS-104
A
A ISSUED FOR USE AND TRANSITION TO WSAA CODES28/10/2016 I. McRae P. Language
Water.ctb
Standard Drawing
NOTES:
a. REFER DRAWING WSS-100 FOR WATER SERVICE CONNECTION NOTES
b. ICON WATER SHALL PROVIDE AN "EARLY CONNECTION" FOR ALL DUAL
FIRE SERVICE CONNECTIONS TO MAINS.
c. FOR SECTIONS AND ELEVATIONS REFER TO WSS-103 FOR TYPICAL
DETAILS.
PLAN - TYPICAL LARGE DIAMETER METER PIT COVERSCALE: 1 : 10
TYPICAL COVER >20kg AND <32kg(GRATING WITH TREADPLATE TYP.)
SCALE: 1 : 5
ELEVATIONSCALE: 1 : 5
DETAIL AKEEPER PLATE AND WEATHERSTRIP
(COVER WITH TREADPLATE)SCALE: 1 : 2
ELEVATIONSCALE: 1 : 2
TYPICAL COVER ≤20kg(STEEL FRAME WITH PLATE TOP)
SCALE: 1 : 5
ELEVATIONSCALE: 1 : 5
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H HRev
Date:Drawn:
EngineeringChecked:
DesignAuthority:
Verified:
Designed:
A1No. DESCRIPTION DATE ENG CHECKED DESIGN AUTH
Current
STANDARD DRAWING
WATER SERVICE CONNECTIONS
METER PIT COVER
FOR METERS LARGER THAN 50mm
GENERAL ARRANGEMENT AND DETAILS WSS-105 A
27/07/2016M. Matusiak
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
A ISSUED FOR USE AND TRANSITION TO WSAA CODES 28/10/2016 I. McRae P. Language
VERIFIED
The information contained within this drawing & associated electronic file shall remain the property of Icon Water and shall not be copied or used for any other purpose without express written permission from Icon Water. © Icon Water. 2016
Drawing Status:
Standard DrawingDrawing Type:
AVARIES
TO SUIT LENGTH OF PIT
100 TYP. 100 TYP.
LIFTING HANDLE(x2 FOR COVERS >20kg)(REFER DETAIL: WSS-106)
WEBFORGE WEBPLATE OR EQUIVALENTBANDED ON ALL SIDESGALV. STEEL OR ALUMINIUM
LIFTING HANDLE(REFER DETAIL: WSS-106)
VARIESTO SUIT LENGTH OF PIT
100 TYP. 100 TYP.
160 TYP.
160
TYP.
160
TYP.
STEEL PLATE WITH ANGLE FRAME AND STIFFENERS WHEREREQUIRED
HINGE LUG TYP.(REFER DETAIL: WSS-106)
5 25x755 25x75
THIS COVER PANEL ONLY
110
50
10 TYP. GAP BETWEEN COVERS
KEEPER PLATE AND WEATHER STRIPFABRICATED FROM SAME TREADPLATE MATERIAL AS PER COVER PANEL. WELD (INTERMITTENT) TO ONLY ONE COVER PANEL(i.e. THE PANEL ON THE OPPOSITE SIDE TO THE CHAMFER)
COVER PANEL
COVER PANEL
CHAMFER 20 X 20TYP.
10-12 GAP TYP.BETWEEN COVER PANEL AND
VERT. FACE OF CAST IN ANGLE
KEEPER PLATE/WEATHERSTRIP
KEEPER PLATEREFER DETAIL WSS-106
LIFTING HANDLE TYP.(SHOWN IN EXTENDED POSITION)LIFTING HANDLE
(SHOWN IN DEFAULT (RESTING) POSITION)
HINGE TYP.REFER DETAIL: WSS-106(TWO PER COVER PANEL)
HINGED METER READING COVER TYPREFER DETAIL: WSS-106
SUPPORT BEAM (REMOVABLE)
UNDERNEATH COVERS
SUPPORT BEAM
CAST IN ANGLEREFER DETAIL:WSS-106
LOCKING LUG TYP.REFER DETAIL: WSS-106
40 TYP. GAPBETWEEN PANELS
10 TYP. GAP BETWEEN PANELS
CONCRETE PIT STRUCTURENOTES 35 & 36 (WSS-100)
KEEPER PLATE/WEATHERSTRIP
100x100 NOM.VENTILATION HOLEWITH GRATE (TYP.)
VENTILATION HOLEIN EACH CORNER TYP.
PLANSCALE: 1 : 1
SECTIONAL ELEVATIONTYPICAL HINGE DETAIL
SCALE: 1 : 1
PLANSCALE: 1 : 1
SECTIONAL ELEVATIONLOCKING TAB DETAILS
SCALE: 1 : 1
SECTIONAL ELEVATIONCAST IN ANGLE DETAIL
SCALE: 1 : 2
PLANSCALE: 1 : 2
SECTIONAL ELEVATIONHINGED INSPECTION COVER DETAILS
SCALE: 1 : 2
SECTIONAL ELEVATIONLIFTING HANDLE DETIAL
SCALE: 1 : 2
PLANSCALE: 1 : 2
KEEPER PLATESCALE: 1 : 2
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H HRev
Date:Drawn:
EngineeringChecked:
DesignAuthority:
Verified:
Designed:
A1No. DESCRIPTION DATE ENG CHECKED DESIGN AUTH
Current
STANDARD DRAWING
VALVE AND METER PIT COVERS
TYPICAL DETAILS WSS-106 A
27/07/2016M. Matusiak
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
A ISSUED FOR USE AND TRANSITION TO WSAA CODES 28/10/2016 I. McRae P. Language
VERIFIED
The information contained within this drawing & associated electronic file shall remain the property of Icon Water and shall not be copied or used for any other purpose without express written permission from Icon Water. © Icon Water. 2016
Drawing Status:
Standard DrawingDrawing Type:
11
NOTE: ALL MISSING DIMENSIONS TO SUIT COVER SIZE/DIMENSIONSSELECTED FOR SPECIFIC PROJECT.
NOTE: UNEQUAL ANGLE DIMENSIONS TO SUIT COVER PANEL SIZE/DIMENSIONS FORSPECIFIC PROJECT
NOTE: LIFTING HANDLE SHOWNIN EXTENDED POSITION
150
50
200
MIN
. CLE
ARCU
T-O
UT
IN G
RATI
NG
LOCATE HINGED INSPECTION COVERDIRECTLY OVER WATER METER
CUT-OUT BANDEDON ALL SIDES
100 BUTT HINGE
SPACER PLATE(OF EQUAL THICKNESS TO HINGED COVER)
WELDED TO COVER PANEL
COVER PANEL AND/OR GRATING
200 MIN. CLEARCUT-OUT RECTANGULAR HOLE IN COVER PANEL/GRATINGAND BAND ALL-ROUND
10 TYP. OVERLAP (ALL ROUND)
HINGED INSPECTION COVER(SAME THICKNESS MATERIAL
AS COVER PANEL TREAD PLATE)
15
30 55R15
18
SUPPORT BEAM (REMOVABLE)
PADLOCK TO ICON WATER SECURITY POLICY
(IF REQUIRED)
HINGED COVER PANELHINGED COVER PANEL
5
5
10PL LOCKING TAB TYP.WELDED TO ONE COVERON EACH SIDE OF SUPPORT BEAM
2 G
AP T
YP.
SUPPORT
BEAM
2 GAP TYP.
10PL CLEAT (WELDED TO FRAME)
WITH 18 HOLE FOR M16x45 BOLT AND NUT
10PL CLEAT(WELDED TO COVER PANEL)
WITH 18 HOLE
30 55
18
CAST IN ANGLE(SIZE TO SUIT COVER THICKNESS)
5
5
5
R10 CAST IN LUGS@600 CENTRES
CAST IN ANGLE (UNEQUAL)FLANGE CUT TO DEPTH OF COVER PANEL
REINFORCEDCONCRETE PIT
5 TYP
2x M12 NUTS EACH END
160
150
COVER PANEL
R15 TYP. 12 ROD WITH ENDS THREADED40 LONG EACH END
20025 25
40
==
6PL WITH 2x 14 HOLES
DIMENSION TO SUIT COVER PANEL THICKNESS
SO THAT IT SITS FLAT WHEN FULLY OPENED
60 50 MIN
150
CHAMFER 20 X 20TYP.
ONLY WELD TOONE PANEL
6PL
COVER PANEL
FRONT ELEVATION(DOORS OMITTED FOR CLARITY)
SCALE: 1 : 10
SECTIONAL PLAN A-ASCALE: 1 : 10
SECTION B-BSCALE: 1 : 10
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H HRev
Date:Drawn:
EngineeringChecked:
DesignAuthority:
Verified:
Designed:
A1No. DESCRIPTION DATE ENG CHECKED DESIGN AUTH
Current
STANDARD DRAWING
WATER SERVICE CONNECTIONS
TYPICAL ABOVE GROUND METER
ARRANGEMENT AND CONNECTION DETAILS
WSS-108 A
27/07/2016M. Barrett
K. Danenbergsons
I. McRae 4/11/2016
P. Language 9/11/2016
A ISSUED FOR USE AND TRANSITION TO WSAA CODES 28/10/2016 I. McRae P. Language
VERIFIED
The information contained within this drawing & associated electronic file shall remain the property of Icon Water and shall not be copied or used for any other purpose without express written permission from Icon Water. © Icon Water. 2016
Drawing Status:
Standard DrawingDrawing Type:
A AB
B
ACCESS ZONEFOR MAINTENANCE AND
METER READING(NOTE 47)
FROM MAINSFIRE SERVICE
PROPERTYSERVICE NOTES:
a. INDICATIVE ABOVE GROUND METER CABINET BASED ON A SINGLE FIRE SERVICE AND SINGLE WATER SERVICE OF SIZES DN100 AND DN50 RESPECTIVELY. b. REFER TO WSS-100 FOR WATER SERVICE CONNECTION NOTES. c. INSULATION OR PIPE TRACING TO BE PROVIDED (DEPENDING UPON SERVICE SIZE FOR A MIN. DESIGN TEMPERATURE OF -10.0°C)
UNISTRUT PIPE SUPPORT30mm INSULATION BOARD
METER CABINET TO BE CONSTRUCTED OFGALVANISED MILD STEEL POWDER COATEDIN ENVIRONMENTAL GREEN TO AS2700UNLESS NOTED OTHERWISE.
(250
Min
)
(250
Min
)
(250 Min)
261(250 Min)
WATER METER
FIRE SERVICE
(150 Min)
300
( M
in)
WATER SERVICE
(120
0 M
ax T
O T
OP
OF
MET
ER)
400
( M
in)
RAISED CONCRETE PLINTH
100
WATER METER
12mm THK COMPRESSIBLEMEMBRANE BETWEEN PIPEAND CONCRETE SLAB TYP.
FIRE SERVICE VALVESTO BE LOCKABLE
UNISTRUT PIPE SUPPORT
PAD LOCKABLE SWING DOORSx2 OFF c/w DOOR STAY.
PADLOCK TO ICON WATERSECURITY POLICY (IF REQUIRED)