PROPOSED CHILDCARE FACILITY - HOWLONG, NSW 2643
HYDRAULIC SERVICES
A.C.
AIR CONDITIONER.
R.P.Z.D.
REDUCED PRESSURE ZONE DEVICE.
DENOTES WARM WATER RETICULATION.
ABOVE FINISHED FLOOR LEVEL.
R.S.V.
RELIEF STACK VENT.
DENOTES HOT WATER RETICULATION.
B
BASIN.
R.W.
RAINWATER (NON POTABLE).
DENOTES NON-POTABLE WATER RETICULATION.
B.B.
BABY BATH.
S.F./S.R.
SOLAR WATER FLOW/RETURN.
DENOTES RAIN WATER PIPEWORK.
B.M.
BAINE MARIE.
SHR.
SHOWER.
DENOTES FIRE HYDRANT PIPEWORK.
BTH.
BATH.
SHOWER/BATH.
DENOTES GAS RETICULATION.
A.F.F.L.
SH/BTH
BUCKET TRAP FLOOR WASTE.
S.I.P.
SURFACE INLET PIT.
DENOTES SEWER RETICULATION.
B.T.
BOUNDARY TRAP.
S.O.P.
SURFACE OUTLET PIT.
DENOTES TRADE WASTE RETICULATION.
B.W.
BOTTLE WASHER.
S.P.V.
STANDARD PROPERTY VERTICAL.
DENOTES STORMWATER PIPEWORK.
B.W.U.
BOILED WATER UNIT.
S.S.
STAINLESS STEEL.
DENOTES SUB SOIL PIPEWORK.
C.D.
CHEMICAL DISPENSER.
S/S.T.
SOIL SEWER STACK.
DENOTES REDUNDANT PIPEWORK.
C.M.
COFFEE MACHINE.
S.T.
SEWER STACK.
DIRECTION OF FLOW.
C.O.S.
CLEAR OUT SINK.
S.V.P.
SEWER VENT PIPE.
SERVICE CONNECTION.
C.O.
COMBI OVEN.
S.W.
STORM WATER.
CAPPED END.
C.S.
CLEANERS SINK.
T/A
TO ABOVE.
DENOTES PIPE DROPPER. (ELBOW)
C/W
COMPLETE WITH.
T/B
TO BELOW
DENOTES PIPE DROPPER. (TEE)
D.F.
DRINK FOUNTAIN.
T.B.C.
TO BE CONFIRMED.
PIPE RISER/DROPPER.
D.I.C.L.
DUCTILE IRON CEMENT LINED.
T.F.G.L.
TO FINISHED GROUND LEVEL.
PIPE PENETRATING SLAB.
D.I.L.
DOWNSTREAM INVERT LEVEL.
T.G.L.
TO GROUND LEVEL.
TUNDISH.
D.P.
DOWN PIPE.
TGH.
TROUGH.
PIPE RISER TO TUNDISH.
D.W.
DISHWASHER.
T.M.V.
THERMOSTATIC MIXING VALVE.
WATERLESS TRAP.
D.W.V.
DRAINAGE, WASTE, VENT.
T.P.R.
TEMPERATURE, PRESSURE, RELIEF.
WATER METER.
E.C.
EVAPORATIVE COOLER.
U.I.L.
UPSTREAM INVERT LEVEL
CHECK VALVE.
E.S.
EMERGENCY SHOWER.
V.J.U.
VERTICAL JUMP UP.
DUAL NON-RETURN VALVES.
E.W.
EYE WASH.
V.P.
VANDAL PROOF.
REDUCED PRESSURE ZONE DEVICE.
E.W.P.
EARTHENWARE PIPE.
W.C.
WATER CLOSET.
ISOLATING VALVE.
E.V.
EDUCT VENT.
W.M.
WASHING MACHINE.
ISOLATING VALVE LOCKED OPEN.
F/A
FROM ABOVE.
W.W.
WARM WATER.
VALVE IN PATH BOX.
F/B
FROM BELOW.
F.F.L.
FINISHED FLOOR LEVEL.
DENOTES EXPANSION VALVE.
F.H.R.
FIRE HOSE REEL.
DENOTES PRESSURE, TEMPERATURE & VACUUM RELIEF VALVE.
F.G.L.
FINISHED GROUND LEVEL.
WATER FILTER/STRAINER.
F.S.
FIRE SERVICE.
DENOTES PUMP.
F.W.
FLOOR WASTE.
G/S.T.
GREY WATER SEWER STACK.
H.D.P.E.
HIGH DENSITY POLYETHYLENE.
H.H.W.B.
HEATING HOT WATER BOILER.
H.L.
HIGH LEVEL.
H.T.
HOSE TAP.
H.T.V.P.
SOLENOID VALVE.
RV
REFLUX VALVE.
MS
MAINTENANCE SHAFT.
MH
MAN HOLE.
T
THERMOSTATIC MIXING VALVE.
TW
HOT WATER TEMPERING VALVE.
HOT WATER.
H.W.F.
HOT WATER FLOW.
H.W.R.
HOT WATER RETURN.
H.W.S.
HOT WATER SERVICE.
H.W.U.
HOT WATER UNIT.
I.L.
INVERT LEVEL.
I.M.
ICE MACHINE.
I.O.
INSPECTION OPENING.
J.U.
JUMP UP.
K.S.
KITCHEN SINK.
L.S.
LAB SINK.
L.T.
LAUNDRY TUB.
N.G.
NATURAL GAS.
NON POTABLE RAIN WATER.
O/F
OVER FLOW.
O.H.T.
OUTSIDE HOSE TAP.
O.R.G.
OVERFLOW RELIEF GULLY.
P.C.W.
POTABLE COLD WATER.
HAWKIN
S STRE
ET
LOCALITY
PLAN
NOT TO SCALE
DRAWING
SCHEDULE:
DRAWING NO.
TITLE
6783-H00
6783-H01
6783-H02
6783-H03
6783-H04
6783-H05
6783-H06
COVER PAGE - LEGEND & GENERAL NOTES
SITE SERVICES - SITE PLAN
SANITARY DRAINAGE - FLOOR PLAN
WATER & GAS SERVICES - FLOOR PLAN
ROOF DRAINAGE & PENETRATIONS - ROOF PLAN
FIRE TANK & PUMP DETAIL PAGE
FIRE HYDRANT / HOSE REEL COVERAGES & TESTING REQUIREMENTS
GAS REGULATOR/METER ASSEMBLY.
HOSE TAP VANDAL PROOF.
H.W.
N.P.R.W.
S
B.T.F.W.
AREA OF WORKS
ET
DENOTES COLD WATER RETICULATION.
STRE
RAINWATER OUTSIDE HOSE TAP (NON POTABLE).
HIGH
R.O.H.T.
STRE
E
AIR ADMITTANCE VALVE.
HUME
A.A.V.
T
LEGEND.
ABBREVIATIONS.
EQUIVALENT PIPE SIZES
D.N.
C.U.
P.E.
P.B.
15
15
16
18
18
18
20
20
20
20
25
22
25
25
32
28
32
32
40
40
40
40
50
50
50
50
63
63
65
65
75
N/A
80
80
110
N/A
100
100
125
N/A
150
150
200
N/A
REFERENCE TABLE 1.1 IN AS 3500 PART 1.2 WATER
X.L.P.E.
16
20
25
32
40
50
63
N/A
N/A
N/A
N/A
SUPPLY
DENOTES PIPEWORK RISER/DROPPER, SERVICE &
PIPESIZE.
FIRE HYDRANT.
GROUND SPRING BALL HYDRANT COUPLING.
DENOTES TWIN HEAD FIRE HYDRANT STANDPIPE.
FHR
FIRE HOSE REEL.
FHB
FIRE HYDRANT BOOSTER ASSEMBLY.
FIRE BLANKET.
1,2,3,4,5
FIRE EXTINGUISHER:
1: WATER TYPE
2: FOAM TYPE
3: WET CHEMICAL TYPE
4: DRY CHEMICAL POWDER TYPE
5: CO2 TYPE
NOT FOR CONSTRUCTION
T1
05-02-2019 J.V.
DATE
CHANGE NOTE
TENDER ISSUE
REV
DENOTES GAS REGULATOR.
H.W.
65
TENDER ISSUE
REVISION DESCRIPTION
ADADRA
Building Services Group
NOTES:
THE HYDRAULIC SPECIFICATION & DESIGN DRAWINGS SHALL BE READ IN CONJUNCTION WITH
THE ARCHITECTURAL DESIGN DRAWINGS AND GENERAL REQUIREMENTS IN THE ARCHITECTURAL
SCHEDULE. THE HYDRAULIC SERVICE COMPONENTS NOMINATED HEREIN SHALL BE INSTALLED IN
ACCORDANCE WITH SPECIFICATION AND ALL RELEVANT AUTHORITIES HAVING JURISDICTION
OVER THE SITE. THE HYDRAULIC CONTRACTOR SHALL COMPLY WITH THE BUILDING CODES OF
AUSTRALIA "BCA", AUSTRALIAN STANDARDS/GUIDE LINES IN PARTICULAR AS-3500, AS-5601,
AS-2419, AS-2441 AND ALL OTHER RELEVANT GUIDELINES ASSOCIATED WITH THE WORKS
WITHIN THIS CONTRACT.
THE DESIGN DRAWINGS ARE DIAGRAMMATIC ONLY AND DO NOT SHOW ALL ARCHITECTURAL
AND STRUCTURAL DETAILS. ALL LEVELS AND GRADIENTS SHALL BE CONFIRMED ON-SITE
PRIOR TO COMMENCEMENT OF WORKS.
THE DESIGN DRAWINGS PROVIDE APPROXIMATE LOCATIONS AND MIX OF SANITARY FIXTURES
AND ADDITIONAL ITEMS REQUIRING CONNECTION TO HYDRAULIC SERVICES. ALLOWANCE SHALL
BE MADE FOR ALL DIVERSIONS AND MINOR ADJUSTMENTS OF PIPE WORK AND EQUIPMENT
THAT MAY BE NECESSARY TO COMPLETE THE WORKS. THE HYDRAULICS CONTRACTOR SHALL
LIAISE WITH ALL ASSOCIATED CONTRACTORS TO ENSURE THAT ANY POTENTIAL CLASHES OF
EQUIPMENT OR SERVICE IS SUITABLY AVOIDED.
ALL OF THE WORK SHALL BE CARRIED OUT BY, OR UNDER THE FULL SUPERVISION OF, A
FULLY LICENSED PLUMBER IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION.
REVIEWED AND APPROVED BY THE PROJECT MANAGER AND ALL RELEVANT AUTHORITIES
HAVING JURISDICTION OVER THE SITE.
THE HYDRAULICS CONTRACTOR SHALL CARRY OUT NECESSARY LIAISON AND CO-ORDINATION
WITH ALL RELEVANT AUTHORITIES AND THE PROJECT MANAGER TO ENSURE SATISFACTION
OF THEIR REQUIREMENTS. IF ANY UNCERTAINTY EXISTS AS TO A SECTION OF THE DESIGN
BEING ABLE TO COMPLY WITH THE APPROPRIATE STANDARD, THE PROJECT MANAGER SHALL
BE NOTIFIED AND WRITTEN OBTAINED PRIOR TO THE COMMENCEMENT OF ANY WORK. NO
CLAIMS FOR REDUNDANT WORKS SHALL BE CONSIDERED IF THE CONTRACTOR FAILS TO
NOTIFY THE PROJECT MANAGER AND OBTAIN WRITTEN APPROVAL PRIOR THE COMMENCEMENT
OF SUCH WORKS.
ABN: 98 951 924 766
ALL PIPE DIMENSIONS SHOWN ON DESIGNS REPRESENT A NOMINAL BORE REQUIREMENT AS
FOR COPPER TUBE. ALTERNATIVE PIPING MATERIALS WITH A GREATER WALL THICKNESS
MUST BE SIZED TO MAINTAIN THE INTENDED NOMINAL BORE REQUIREMENT.
THE CONTRACTOR SHALL ALLOW FOR ALL NECESSARY SAFETY SYSTEMS FOR THE
PROPOSED WORKS WITHIN THIS CONTRACT TO COMPLY WITH THE OCCUPATIONAL HEALTH
AND SAFETY ACT, INCLUDING BUT NOT LIMITED TO VEHICULAR AND PEDESTRIAN TRAFFIC
MANAGEMENT, SAFE HANDLING OF MATERIALS, HOT WORKS, CONFINED SPACES, EXCAVATION
AT DEPTH, WORKING AT HEIGHTS.
THE CONTRACTOR SHALL PROVIDE TESTING, COMMISSIONING AND MAINTENANCE OF THE ENTIRE
INSTALLATION, INCLUDING ALL SPECIFIED AND REQUIRED PROCEDURES DURING THE
CONSTRUCTION PERIOD AND FOR THE DURATION OF THE MAINTENANCE PERIOD. THE
CONTRACTOR SHALL SERVICE THE SYSTEM AT THEIR OWN EXPENSE DURING THE DEFECTS
LIABILITY PERIOD AND CONSTRUCTION PERIOD.
FIRE STOPPING: PIPES PASSING THROUGH ANY FIRE RATED ELEMENT SHALL BE
APPROPRIATELY FILLED USING A SEALANT OF APPROVED MATERIAL AND FITTED WITH AN
APPROVED FIRE STOP COLLAR CAPABLE OF COMPLETELY SEALING PIPE PENETRATION UNDER
FIRE CONDITIONS.
INTERNAL EXPOSED PIPING ADJACENT TO PLUMBING FIXTURES, INCLUDING TRAPS AND FITTINGS
SHALL BE CHROMIUM PLATED FINISHED AND WHERE PASSING THROUGH A FINISHED WALL,
FLOOR OR CEILING, SHALL BE FITTED WITH APPROVED CHROME PLATES, UNLESS DIRECTED
OTHERWISE BY THE SITE SUPERINTENDENT.
PRIOR TO PRACTICAL COMPLETION THE CONTRACTOR SHALL PROVIDE AN INDEPENDENT
CERTIFICATION REPORT PREPARED BY A FIRE SERVICES CERTIFIER; AND AN INSTALLATION
COMPLIANCE STATEMENT FOR THE WORKS AS INSTALLED FOR COMPLIANCE WITH LOCAL
GOVERNMENT, FRNSW AND THE BCA.
Albury
558 Hume Street, Albury NSW 2640
Ph: 02 60214580 Fax: 02 60235489
Darwin
Suite 4, 60 Winnellie Road, Winnellie NT 0821
Ph: 08 89844246 Fax: 08 89843847
BUILDING SERVICES CONSULTING ENGINEERING GROUP
MECHANICAL
ELECTRICAL
HYDRAULIC
FIRE
OTHER
Client
ROB PICKETT DESIGN
Project
PROPOSED CHILDCARE FACILITY
89-93 HAWKINS STREET, HOWLONG NSW 2643
Title
HYDRAULIC SERVICES
COVER PAGE
LEGEND & GENERAL NOTES
Drawn
J.V.
Scale
Date
18-12-2018
N.T.S. @ A1
Drawing Reference
6783 - HYD LAYOUT
Plotted Date
05-02-2019
Drawing Number
6783-H00
Revision
T1
D1
45
.0
EX. AUTHORITY NATURAL GAS MAIN
EX. uPVC í150 AUTHORITY SEWER MAIN
AH
BOUNDARY 28.35m
BOUNDARY 28.35m
í100 B.B. AUTHORITY WATER MAIN
AHD 145.00
HAWKINS STREET
EX.
G.B.F.H.
BOUNDARY 100.37m
GATE REQUIRED FOR FIRE BRIGADE ACCESS TO ACHIEVE COVERAGE TO
BUILDING. GATE SHALL BE ACCESSIBLE & LOCKED WITH 003 LOCKS.
PROPOSED BOUNDARY 100.37m
I.L. 144.055
INSTALL NEW í100 TAPPING TO THE EXISTING í100 AUTHORITY WATER MAIN.
CONTRACTOR SHALL LIAISE WITH FEDERATION COUNCIL & PAY ALL ASSOCIATED
COSTS TO FACILITATE THE INSTALLATION. CONTRACTOR SHALL LOCATE & CONFIRM
EXISTING WATER MAIN SIZE & TYPE PRIOR TO COMMENCEMENT OF WORKS.
S.W. PIT
H03
H02
H02
í100 SEWER
H02
H03
I.L. 144.487
í100 FIRE SERVICE
01
F.H.R
U.I.L. 144.241
D.I.L. 143.907
í100 FIRE SERVICE
í100 SEWER @ 1.65%
EX. AUTHORITY NATURAL GAS MAIN
T2
FHB
í40 N.G. @ 2.75 kPa
í100 FIRE SERVICE
í100 SEWER @ 1.65%
J.U.
CONTRACTOR SHALL LIAISE WITH APA GROUP & PAY ALL
ASSOCIATED COSTS TO FACILITATE THE SUPPLY &
INSTALLATION OF THE NATURAL GAS METER/REGULATOR
ASSEMBLY & SUPPLY OF NATURAL GAS TO SITE.
TOTAL GAS LOAD: 530mJ/hr
EX. uPVC í150 AUTHORITY SEWER MAIN
25,000L (EFFECTIVE CAPACITY) FIRE WATER BREAK TANK (í3.90m x 2.90m HIGH) C/W
RING BEAM FOUNDATION TO MANUFACTURER SPECIFICATIONS COMPLYING TO AS 2304-2011.
í100 B.B. AUTHORITY WATER MAIN
SINGLE FIRE PUMP SKID PACKAGE C/W JACKING PUMP WITHIN ENCLOSURE.
REFER DRAWING H05 FOR DETAIL.
í100 SEWER @ 1.65%
1.2m WALKWAY
í40 N.G. @ 2.75 kPa
AHD 145.0
INSTALL NEW í100 DUAL FIRE BRIGADE BOOSTER ASSEMBLY
C/W í150 BOLLARD PROTECTION.
REFER DETAIL 9 ON DRAWING H04.
I.L. 143.900
F/B
T/A
I.L. 144.783
OUTDOOR
PLAY AREA
í25 F.S. @ H.L.
í40 P.C.W. @ H.L.
EX. AUTHORITY SEWER
N.G. BY APA GROUP
S.P.V. I.O.
T.F.G.L.
I.L. 144.616
H02
í40 P.C.W.
SEWER DRAINAGE BY FEDERATION COUNCIL.
I.L. 143.470
í100 F.S.
í100 SEWER
BOUNDARY 32.00m
MH
í25 F.S. T/B SUPPLYING FIRE HOSE REEL WITHIN CABINET.
FIRE HOSE REEL SHALL BE INSTALLED NO MORE THAN 4.0m
FROM BUILDING EGRESS IN ACCORDANCE WITH NCC (BCA) 2016)
REFER DETAIL 8 ON DRAWING H02.
OUTDOOR
PLAY AREA
í100 SEWER @ 1.65%
BOUNDARY 32.00m
SEWER DRAINAGE CONNECTING SITE SEWER TO THE AUTHORITY
SEWER MAIN SHALL BE PROVIDED BY FEDERATION COUNCIL. SEWER
PROPERTY VERTICAL SHALL BE THE DEMARCATION FOR WORKS.
PIT
í40 N.G. @ 2.75 kPa
EX. AUTHORITY SEWER
01
F.H
H02
DUAL HEAD FIRE HYDRANT C/W í150 BOLLARD PROTECTION.
REFER DETAIL 12 ON DRAWING H05.
í100 SEWER @ 1.65%
í20 P.C.W.
I.L. 144.774 OUTDOOR
PLAY AREA
í20 P.C.W.
O.H.T.
í100 FIRE SERVICE
í40 P.C.W.
MH
BOUNDARY 100.37m
T2
AHD 146.2
AHD 146.0
AHD 145.8
AHD 145.6
AHD 145.4
AHD 145.2
INSTALL NEW í32 SITE WATER METER ASSEMBLY
TO FEDERATION COUNCIL REQUIREMENTS.
AHD 145.4
AHD 145.2
AHD 145.07
INSTALL NEW FIRE í100 ISOLATION & DOUBLE DETECTOR CHECK VALVE
ASSEMBLY C/W í25 METERED BYPASS TO FEDERATION COUNCIL REQUIREMENTS.
REFER DETAIL 7 ON DRAWING H02.
T2
T1
EX.
G.B.F.H.
REV
SITE
SERVICES - SITE PLAN
SCALE: 1:200 @ A1
08-02-2019 J.V.
05-02-2019 J.V.
DATE
CHANGE NOTE
TENDER ISSUE
TENDER ISSUE
REVISION DESCRIPTION
ADADRA
Building Services Group
ABN: 98 951 924 766
Albury
558 Hume Street, Albury NSW 2640
Ph: 02 60214580 Fax: 02 60235489
h
Nort
100
FIRE SERVICE TRENCHING DETAIL
DETAIL
NOT TO SCALE
1
-
100 MIN
SEWER TRENCHING DETAIL
DETAIL
NOT TO SCALE
2
-
DETECTABLE MARKING TAPE.
100
BEDDING AND SURROUND TO
BE COMPACTED PACKING
SOUND. CLEARANCES AS
SHOWN.
GAS TRENCHING DETAIL
DETAIL
NOT TO SCALE
3
-
F.G.L.
TOP SOIL FOR OPEN GROUND
OR ROAD BASE FOR
PAVEMENT.
RIVER GRAVEL OR SAND
COMPACTED IN 200mm LAYERS.
DETECTABLE MARKING TAPE.
100
100 200 150
MIN
500 MIN
150
F.G.L.
TOP SOIL FOR OPEN GROUND
OR ROAD BASE FOR
PAVEMENT.
RIVER GRAVEL COMPACTED IN
200mm LAYERS.
DETECTABLE MARKING TAPE.
BEDDING AND SURROUND TO
BE COMPACTED 7mm MINUS
GRIT. CLEARANCES AS
SHOWN.
200
DIA. D MIN
DETECTABLE MARKING TAPE.
BEDDING AND SURROUND TO
BE COMPACTED PACKING
SAND. CLEARANCES AS
SHOWN.
75 MIN
100 MIN
750 MIN
DIA. D 200 200
F.G.L.
COMPACTED RIVER GRAVEL
OR SAND BACKFILL MAXIMUM
75mm STONE.
TOP SOIL FOR OPEN GROUND
OR ROAD BASE FOR
PAVEMENT.
F.G.L.
COMPACTED RIVER GRAVEL
OR SAND COMPACTED IN
200mm LAYERS
750 MIN
100 300 MIN 150
TOP SOIL FOR OPEN GROUND
OR ROAD BASE FOR
PAVEMENT.
BEDDING AND SURROUND TO
BE COMPACTED PACKING
SAND. CLEARANCES AS
SHOWN.
WATER TRENCHING DETAIL
DETAIL
NOT TO SCALE
4
-
TENDER ISSUE
NOT FOR CONSTRUCTION
USE DIAL BEFORE YOU DIG
INFORMATION. LOCATE ALL
SERVICES BY HAND PRIOR TO
EXCAVATION AS LOCATIONS ARE
APPROXIMATE ONLY. NOTIFY
RELEVANT UTILITY/SERVICE
AUTHORITIES AS NECESSARY OF
ANY WORKS TO BE CONDUCTED.
THE CONTRACTOR SHALL PROVIDE FOOTPATH
REINSTATEMENT TO FEDERATION COUNCIL
REQUIREMENTS AND APPROVAL AND PAY ALL
FEES AND COSTS FOR FOOTPATH OPENING AND
REINSTATEMENT. POTHOLE LOCATE ALL
SERVICES WITH HIGH PRESSURE WATER VACUUM
EXCAVATION BEFORE COMMENCEMENT OF WORKS.
NO MECHANICAL EXCAVATION SHALL BE
ALLOWED OVER OR AROUND COMMUNICATION,
GAS AND ELECTRICAL SERVICES. HIGH PRESSURE
WATER VACUUM EXCAVATION ONLY.
Darwin
Suite 4, 60 Winnellie Road, Winnellie NT 0821
Ph: 08 89844246 Fax: 08 89843847
BUILDING SERVICES CONSULTING ENGINEERING GROUP
MECHANICAL
ELECTRICAL
HYDRAULIC
FIRE
OTHER
Client
ROB PICKETT DESIGN
Project
PROPOSED CHILDCARE FACILITY
89-93 HAWKINS STREET, HOWLONG NSW 2643
Title
HYDRAULIC SERVICES
SITE SERVICES
SITE PLAN
Drawn
J.V.
Scale
Date
18-12-2018
1:200 @ A1
Drawing Reference
6783 - HYD LAYOUT
Plotted Date
08-02-2019
Drawing Number
6783-H01
Revision
T2
SITE BOUNDARY
PIT
L.T.
S.V.P.
50
B.
FOYER
I.L. 144.900
I.L. 143.900
K.S.
K.S.
S.V.P.
50
TGH.
I.O.
100
MIN
100x75 D.P.
2.44 L/sec
C.O.P.
W.C.
100x75 D.P.
2.44 L/sec
100x75 D.P.
2.44 L/sec
100
MIN
100x75 D.P.
2.44 L/sec
C.O.P.
W.C.
BATHROOM 2
OFFICE
C.O.P.
W.C.
100x75 D.P.
1.65 L/sec
OUTDOOR
PLAY AREA
í25 ISOLATION
VALVE.
í100
F.W.
C.O.P.
W.C.
PLAN
ROOM 5 (4-5yr)
MEALS AREA /
T2
ROOM 4 (4-5yr)
STORE 2
ROOM 3 (3-4yr)
RECEPTION
PLANNING
100x75 D.P.
2.44 L/sec
800 MIN
T2
I.L. 144.783
F.F.L. 145.400
í100 D.P.
5.24 L/sec
370 MIN
I.O.
í100 SEWER @ 1.65%
KITCHEN
í100
F.W.
K.S.
50
MAX
CLEANERS
L'DRY
O.R.G.
900 - 1100 A.F.F.L.
1400 - 2400 A.F.F.L.
1773 - 2773 A.F.F.L.
B.
CLEARANCE SHALL COMPLY
WITH AS 2441-2005
T.O.P. 9.750
ROOM 1 (2-3yr)
I.L. 144.900
100
MIN
W.M.
100x75 D.P.
2.44 L/sec
BOTTLE
K.S.
PROVIDE BRACKET TO MOUNT HOSE
REEL TO ENSURE 50mm FROM
FRONT OF HOSEREEL TO BACK OF
DOOR.
í25 P.C.W.
í100
F.W.
K.S.
100
MIN
W.M.
í100
F.W.
C.S.
TGH.
S.V.P.
50
W.C.
C.O.P.
STORE
BATHROOM 1
SLEEPING
STAFF
BATH
í100
F.W.
I.L. 144.900
J.U.
I.O.
T.F.G.L.
PORCH
C.O.P.
W.C.
2x í50 WASHING MACHINE WASTE TRAP C/W A.A.V.
REFER DETAIL 12 ON DRAWING
DRYER
COVERED EATING AREA
U.I.L. 144.241
D.I.L. 143.907
I.L. 144.824
100x75 D.P.
2.44 L/sec
STORE 1
í100 SEWER @ 1.65%
S.V.P.
50
DIS. W/C
H01
m WALKWAY
B.
I.O.
C.O.P.
W.C.
B.B.
STAFF
K.S.
I.O.
W.C.
C.O.P.
B.
I.L. 144.616
I.O.
í100
SHR.
K.S.
100x75 D.P.
2.44 L/sec
I.L. 143.900
100x75 D.P.
2.44 L/sec
W.C.
C.O.P.
BIN STORE AREA
í100
SHR.
I.O.
100x75 D.P.
2.44 L/sec
I.O.
OUTDOOR
í100 SEWER
@ 1.65%
PLAY
AREA
100
MIN
í100 SEWER @ 1.65%
I.L. 144.151
I.O.
ROOM 2 (0-2yr)
I.L. 144.055
I.L. 144.353
545
T2
GATE REQUIRED FOR FIRE BRIGADE ACCESS TO ACHIEVE COVERAGE TO
BUILDING. GATE SHALL BE ACCESSIBLE & LOCKED WITH 003 LOCKS.
í100
SHR.
I.O.
100x75 D.P.
2.44 L/sec
I.L. 144.774
í100 SEWER @ 1.65%
F.F.L.
OUTDOOR
PLAY AREA
ELEVATION
FIRE HOSE REEL IN CABINET
STORE
I.L. 144.487
DETAIL
NOT TO SCALE
8
-
SITE BOUNDARY
SANITARY DRAINAGE - FLOOR PLAN
BOUNDARY 100.37m
h
Nort
SCALE: 1:100 @ A1
HYDRAULIC CONTRACTOR SHALL LIAISE WITH MECHANICAL
CONTRACTOR TO FACILITATE INSTALLATION OF A.C. TUNDISHES.
ALL TUNDISHES SHALL BE COMPLETE WITH WATERLESS TRAP
WHEN NOT DISCHARGING TO A FIXTURE.
TENDER ISSUE
ISOLATION VALVES LOCKED
OPEN AND TAGGED TO COMPLY
WITH AS.2419-2005.
DR.
25
DR.
DR.
DR.
SIZE
MWWP 1600 kPa
TEMP 1° to 90°C
.RD
OUTLET
INLET
1200
í150 N.B. HEAVY DUTY
GALVANIZED PIPE SET IN
CONCRETE.
TOP OF CUPBOARD
PRESSURE GAUGE.
450x450x450 CONCRETE SURROUND.
CONCRETE TO FINISH 25mm ABOVE F.G.L.
Darwin
Suite 4, 60 Winnellie Road, Winnellie NT 0821
Ph: 08 89844246 Fax: 08 89843847
2000
í100 EPOXY LINED CAST IRON PIPE
RISER WRAPPED WITH DENSO TAPE.
800
1000
DUCK FOOT BEND
WRAPPED IN DENSO TAPE.
(TYPICAL)
WASHING MACHINE DISCHARGE TRAP DETAIL
-
ELECTRICAL
HYDRAULIC
FIRE
OTHER
Client
ROB PICKETT DESIGN
Project
DETAIL
NOT TO SCALE
6
-
PROPOSED CHILDCARE FACILITY
89-93 HAWKINS STREET, HOWLONG NSW 2643
CONCRETE THRUST BLOCK.
í100 WATER SUPPLY TO
FIRE HYDRANTS.
í100 FROM TOWNS
MAIN SUPPLY.
5
CHANGE NOTE
ABN: 98 951 924 766
MECHANICAL
í50 WASHING MACHINE
WASTE TRAP.
F.F.L.
DETAIL
DATE
Albury
558 Hume Street, Albury NSW 2640
Ph: 02 60214580 Fax: 02 60235489
TABLE 'E' FLANGE. (TYPICAL)
NOT TO SCALE
REVISION DESCRIPTION
BUILDING SERVICES CONSULTING ENGINEERING GROUP
W.M.
í150mm BOLLARD
05-02-2019 J.V.
Building Services Group
F.G.L.
í600
08-02-2019 J.V.
ADADRA
P
WASHINE MACHINE FLEXIBLE WASTE PIPE INSTALLED
TO MANUFACTURER'S GUIDELINES TO BE LEVEL WITH
TOP OF WASHING MACHINE.
TENDER ISSUE
TENDER ISSUE
REV
VENTS
FILL PIPE WITH CONCRETE.
í50 A.A.V.
100mm CLEARANCE
FROM UNDERSIDE BENCH
T2
T1
í100 GALVANISED PIPE.
BACKFLOW PREVENTER
AS/NZS 2845.1 Lic 1324
DR.
PIPEWORK UPSTREAM OF
CHECK VALVE SHALL NOT BE
GALVANISED STEEL IN
ACCORDANCE WITH AS 3500.
NOT FOR CONSTRUCTION
í100 DOUBLE DETECTOR CHECK VALVE
C/W í25 METER BYPASS AND DUAL
CHECK VALVE TO FEDERATION
COUNCIL REQUIREMENTS.
FLANGE/SOCKET JOINT TO
WATER SUPPLY.
FLANGE/SOCKET JOINT
TO WATER SUPPLY.
í100 FIRE SERVICE ISOLATION & DOUBLE
DETECTOR CHECK VALVE ASSEMBLY DETAIL
DETAIL
NOT TO SCALE
7
-
FIXTURE WASTE SCHEDULE
FIXTURE
W.C.
BASIN
SHOWER
KITCHEN SINK
TRAP SIZE WASTE SIZE
í100
í100
í40
í40
í100
í100
í50
í50
LAUNDRY TROUGH
í50
í50
WASHING MACHINE
í50
-
CLEANER'S SINK
WASH TROUGH.
FLOOR WASTE
í50
í50
í100
í50
í50
í100
A.C./H.W.S.
TUNDISHES
N/A
í40
DESCRIPTION
SET-OUT T.B.C.
RISER IN-WALL
í100 FLOOR GRATE
INCLUDE WASTE STRAINER
DISCHARGING TO OVERFLOW
RELIEF GULLY.
DISCHARGING TO LAUNDRY
TROUGH.
DISCHARGING TO FLOOR WASTE.
í100 FLOOR GRATE
WATERLESS TRAP REQUIRED
WHEN NOT DISCHARGING TO
FIXTURE TRAP.
Title
HYDRAULIC SERVICES
SANITARY DRAINAGE
FLOOR PLAN
Drawn
J.V.
Scale
Date
18-12-2018
1:100 @ A1
Drawing Reference
6783 - HYD LAYOUT
Plotted Date
08-02-2019
Drawing Number
6783-H02
Revision
T2
H01
í40 N.G.
í32 P.C.W. @ H.L.
í25 H.W.F. @ H.L.
í25 H.W.
í25 P.C.W.
L'DRY
L.T.
T2
í15 HOT WATER TEMPERING VALVE WITHIN
RECESSED WALL BOX C/W LOCKABLE
ACCESS PANEL @ MAX. 1800 A.F.F.L.
SUPPLYING BASIN ONLY.
B.
TW
í20 P.C.W.
T/B
í32 P.C.W. @ H.L.
í25 H.W.F. @ H.L.
í20 P.C.W. @ H.L.
í25 H.W.F. @ H.L.
K.S.
K.S.
T/B
TGH.
í25 H.W.F. @ H.L.
T2
O.H.T.
BATHROOM 2
í25 H.W.F. @ H.L.
W.C.
T
T2
T1
W.C.
W.C.
SHR.
O.H.T.
08-02-2019 J.V.
05-02-2019 J.V.
DATE
CHANGE NOTE
TENDER ISSUE
TENDER ISSUE
REV
T/B
í20 P.C.W. @ H.L.
T/B
H01
H.T.
í25 P.C.W. @ H.L.
í25 H.W.F. @ H.L.
í25 H.W.F. @ H.L.
í15 THERMOSTATIC MIXING VALVE WITHIN RECESSED
WALL BOX C/W LOCKABLE ACCESS PANEL BELOW
BENCH WITHIN CUPBOARD.
PRE-SET @ MAX. 40.5øC.
í15 VANDAL PROOF HOSE TAP C/W VACUUM
BREAKER HOSE CONNECTION @ 600 A.F.F.L.
í20 P.C.W. @ H.L.
1
T2
ROOM 4 (4-5yr)
STORE 2
í32 P.C.W. @ H.L.
í25 H.W.F. @ H.L.
ROOM 3 (3-4yr)
PLANNING
í15 P.C.W.
í15 H.W.
K.S.
í32 P.C.W. @ H.L.
í20 H.W. @ H.L.
í32 P.C.W. @ H.L.
í25 H.W.F. @ H.L.
OFFICE
í40 P.C.W.
T/B
COVERED EATING AREA
í40 P.C.W. @ H.L.
í25 H.W.F. @ H.L.
RECEPTION
í40 P.C.W. @ H.L.
í100 FIRE SERVICE
í100 SEWER @ 1.65%
í100 FIRE SERVICE
í100 SEWER @ 1.65%
T/B
W.M.
í32 H.W.F.
í32 P.C.W.
T/B
í15 H.W.
í20 P.C.W.
T/B
W.C.
H01
í20
í25
4
í20 NATURAL GAS ISOLATION VALVE FOR COOKTOP.
GAS LOAD: 130mJ/hr
í25 F.S. T/B SUPPLYING FIRE HOSE REEL WITHIN CABINET.
FIRE HOSE REEL SHALL BE INSTALLED NO MORE THAN 4.0m
FROM BUILDING EGRESS IN ACCORDANCE WITH NCC (BCA) 2016)
F/B
C.S.
í15
í20
í32 H.W.F. @ H.L.
í20 H.W.R. @ H.L.
í32 P.C.W. @ H.L.
í15 THERMOSTATIC MIXING VALVE WITHIN
RECESSED WALL BOX C/W LOCKABLE
ACCESS PANEL @ MAX. 1800 A.F.F.L.
PRE-SET @ MAX. 40.5øC.
T
í25 H.W.F. @ H.L.
í25 P.C.W. @ H.L.
FOYER
B.
T/B
í20 P.C.W.
í15 H.W.
1
STORE 1
DIS. W/C
W.C.
í40 N.G. @ 2.75 kPa
STORE
í20 H.W.R. @ H.L.
H.W.S H.W.S
W.M.
í32 H.W.F. @ H.L.
í32 P.C.W. @ H.L.
í25 H.W.F. @ H.L.
T2
1
01
F.H.R
í25 F.S. @ H.L.
K.S.
í25 H.W.F. @ H.L.
K.S.
T/B
T/B
í20 VANDAL PROOF OUTSIDE HOSE TAP C/W
VACUUM BREAKER HOSE CONNECTION @ 800 A.F.G.L.
(TYPICAL)
ROOM 5 (4-5yr)
MEALS AREA /
STAFF
í100 FIRE SERVICE
í100 SEWER @ 1.65%
í25 H.W.F. @ H.L.
í40 P.C.W. @ H.L.
TGH.
í15 THERMOSTATIC MIXING VALVE WITHIN
RECESSED WALL BOX C/W LOCKABLE
ACCESS PANEL @ MAX. 1800 A.F.F.L.
PRE-SET @ MAX. 40.5øC.
í15 H.W.
í20 P.C.W.
K.S.
INSTALL NEW NATURAL GAS BOOSTED CONTINUOUS
FLOW HOT WATER MULTI-PAK (2x BURNERS) C/W
SECONDARY CIRCULATING PUMP & FLUE KIT.
GAS LOAD: 400mJ/hr (200mJ EACH)
O.H.T.
í20 P.C.W.
KITCHEN
B.
F/B
W.C.
BOTTLE
T
T/B
B.
ROOM 2 (0-2yr)
SLEEPING
í20 H.W.
í20 P.C.W.
T/B
W.C.
T/B
T
K.S.
STAFF
BATH
T/B
PORCH
B.B.
í20 P.C.W. @ H.L.
í15 W.W. @ H.L.
BIN STORE AREA
SHR.
DRYER
í20 N.G. @ 2.75kPa
í20 H.W.R. @ H.L.
í32 P.C.W. @ H.L.
W.C.
ROOM 1 (2-3yr)
í15 THERMOSTATIC MIXING VALVE WITHIN RECESSED
WALL BOX C/W LOCKABLE ACCESS PANEL BELOW
BENCH WITHIN CUPBOARD.
PRE-SET @ MAX. 40.5øC.
BATHROOM 1
H01
O.H.T.
T/B
O.H.T.
SHR.
CLEANERS
W.C.
REVISION DESCRIPTION
ADADRA
Building Services Group
ABN: 98 951 924 766
í20 VANDAL PROOF OUTSIDE HOSE TAP C/W
VACUUM BREAKER HOSE CONNECTION @ 800 A.F.G.L.
(TYPICAL)
Albury
558 Hume Street, Albury NSW 2640
Ph: 02 60214580 Fax: 02 60235489
Darwin
Suite 4, 60 Winnellie Road, Winnellie NT 0821
Ph: 08 89844246 Fax: 08 89843847
í15 W.W. @ H.L.
BUILDING SERVICES CONSULTING ENGINEERING GROUP
MECHANICAL
ELECTRICAL
HYDRAULIC
FIRE
OTHER
Client
WATER & GAS SERVICES - FLOOR PLAN
ROB PICKETT DESIGN
SCALE: 1:50 @ A1
Project
PROPOSED CHILDCARE FACILITY
89-93 HAWKINS STREET, HOWLONG NSW 2643
WATER SERVICHOTES WATER
SCHEDULE
COLD WATER
FIXTURE
W.C.
BASIN
SHOWER
KITCHEN SINK
DISHWASHER
WASHING MACHINE
LAUNDRY TROUGH
BABY BATH
CLEANER'S SINK
WASH TROUGH
MINI-STOP MINI-STOP
N/A
í15
í15 (W.W.)
í15
í15 FLICK MIXER (W.W.)
í15
í15
N/A
í15
í15
í15
í15
í15
í15 (W.W.)
í15
í15
í15
N/A
í15
Title
DESCRIPTION
200 A.F.F.L. (T.B.C. ON-SITE)
600 A.F.F.L.
950 A.F.F.L.
600 A.F.F.L.
600 A.F.F.L.
WALL BREACH 1,000 A.F.F.L.
500 A.F.F.L.
600 A.F.F.L.
600 A.F.F.L.
200 A.F.F.L.
HYDRAULIC SERVICES
WATER & GAS SERVICES
FLOOR PLAN
h
Nort
Drawn
J.V.
Scale
Date
18-12-2018
1:50 @ A1
Drawing Reference
6783 - HYD LAYOUT
Plotted Date
08-02-2019
Drawing Number
Revision
TENDER ISSUE
NOT FOR CONSTRUCTION
6783-H03
T2
ROOF D
T2
100x75 D.P.
2.44 L/sec
ROOF C
ROOF E
ROOF A1
100x75 D.P.
2.44 L/sec
100x75 D.P.
2.44 L/sec
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
ROOF A1
100x75 D.P.
2.44 L/sec
ROOF B1
2x H.W.S. FLUE
ROOF B1
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
ROOF B2
S.V.P.
50
100x75 D.P.
2.44 L/sec
S.V.P.
50
1 OFF í65 HYDRANT VALVE
C/W HYDRANT LOCKING WHEEL
(PLASTIC) + 003 LOCK.
1600mm
S.V.P.
50
100x75 D.P.
1.65 L/sec
ROOF F
500mm
ROOF A2
150
MIN
ROOF G
ROOF 1b
ROOF L
100x75 D.P.
2.44 L/sec
1600mm
ROOF H
S.V.P.
50
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
= 5m²
= 15ø
= 135mm/hr/5min
= 0.21 L/sec
= 100x75mm
= 10,186mm
(200 HALF ROUND)
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
100x75 D.P.
2.44 L/sec
AREA:
SLOPE:
A.R.I. (1:100yr):
FLOW:
DOWNPIPES:
BOX GUTTER (WxD):
SUMP (WxLxD):
OVERFLOW:
LOC:
1500mm MINIMUM
100x75 D.P.
2.44 L/sec
100x75 D.P.
2.44 L/sec
100x75 D.P.
2.44 L/sec
= 96m²
= 15ø
= 135mm/hr/5min
= 4.08 L/sec
= 100x75mm
= 10,186mm
(200 HALF ROUND)
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
=
=
=
=
=
=
=
=
=
= 16m²
= 15ø
= 135mm/hr/5min
= 4.25 L/sec
= 100x75mm
= 10,186mm
(200 HALF ROUND)
= 2m²
= 15ø
= 135mm/hr/5min
= 0.09 L/sec
= 100x75mm
= 10,186mm
(200 HALF ROUND)
ROOF F
= 2m²
= 15ø
= 135mm/hr/5min
= 0.09 L/sec
= 100x75mm
= 10,186mm
(200 HALF ROUND)
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
= 80m²
= 15ø
= 135mm/hr/5min
= 3.40 L/sec
= 100x75mm
= 10,186mm
(200 HALF ROUND)
ROOF J
= 34m²
= 15ø
= 135mm/hr/5min
= 1.45 L/sec
= 100x75mm
= 10,186mm
(200 HALF ROUND)
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
= 88m²
= 15ø
= 135mm/hr/5min
= 3.74 L/sec
= 100x75mm
= 10,186mm
(200 HALF ROUND)
ROOF L
= 14m²
= 15ø
= 135mm/hr/5min
= 0.60 L/sec
= 100x75mm
= 10,186mm
(200 HALF ROUND)
ROOF 1a
30m²+60m²+9m²
5ø
175mm/hr/5min
5.24 L/sec
1x í100
400 x 110mm
400 x 600 x 150mm
í100
27mm
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
= 60m²
= 15ø
= 135mm/hr/5min
= 2.55 L/sec
= 100x75mm
= 10,186mm
(200 HALF ROUND)
ROOF 1b
ROOF 2
AREA:
= 9m²
SLOPE:
= 10ø
A.R.I. (1:20yr):
= 135mm/hr/5min
FLOW:
= 0.29 L/sec
DISCHARGING TO ROOF 1a
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
= 41m²
= 8ø
= 135mm/hr/5min
= 1.65 L/sec
= 1x 100x75mm
= 7,107mm
(150 HALF ROUND)
T2
ROOF
DRAINAGE & PENETRATIONS - ROOF PLAN
SCALE: 1:100 @ A1
F.G.L.
ROOF C
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
= 51m²
= 15ø
= 135mm/hr/5min
= 2.17 L/sec
= 100x75mm
= 10,186mm
(200 HALF ROUND)
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
BOOSTER
ROOF K
ROOF B2
ROOF H
100x75 D.P.
2.44 L/sec
ROOF J
FIRE HYDRANT
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
ROOF K
ROOF A3
FH
AREA:
= 60m²
SLOPE:
= 15ø
A.R.I. (1:20yr):
= 135mm/hr/5min
FLOW:
= 4.25 L/sec
DISCHARGING TO ROOF 1a
ROOF E
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
ROOF 2
ROOF A3
AREA:
SLOPE:
A.R.I. (1:20yr):
FLOW:
DOWNPIPES:
GUTTER X-SECTION:
ROOF G
í100 D.P. + SUMP
5.24 L/sec
100mm DUAL BOOSTER HEAD.
= 98m²
= 15ø
= 135mm/hr/5min
= 4.17 L/sec
= 100x75mm
= 10,186mm
(200 HALF ROUND)
ROOF D
ROOF 1a
450
MINIMUM CLEARANCE
= 8m²
= 15ø
= 135mm/hr/5min
= 4.25 L/sec
= 100x75mm
= 10,186mm
(200 HALF ROUND)
ROOF A2
CONCRETE BASE.
í100 FROM TOWNS MAIN
SUPPLY.
THRUST BLOCK
í100 WATER SUPPLY TO
FIRE HYDRANTS.
CLOSED CABINET
CEILING
710
360
1 OFF í65 HYDRANT VALVE
C/W HYDRANT LOCKING WHEEL
(PLASTIC) + 003 LOCK.
350
230
COLD WATER ISOLATING VALVE.
295
60
60
NOTICE OF TEST/WORKING
PRESSURES.
202
100
í100 WATER SUPPLY TO
FIRE HYDRANTS.
20
T.W. P.C.W. P.C.W.
OUT OUT IN
38
75
FRONT VIEW
SIDE VIEW
THERMOSTATIC MIXING VALVE C/W COLD
WATER BYPASS WITHIN WALL BOX DETAIL.
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
9
-
CHANGE NOTE
ABN: 98 951 924 766
Albury
558 Hume Street, Albury NSW 2640
Ph: 02 60214580 Fax: 02 60235489
GAS
Darwin
Suite 4, 60 Winnellie Road, Winnellie NT 0821
Ph: 08 89844246 Fax: 08 89843847
100
140
230
650
10
BUILDING SERVICES CONSULTING ENGINEERING GROUP
MECHANICAL
ELECTRICAL
HYDRAULIC
FIRE
OTHER
Client
ROB PICKETT DESIGN
-
Project
PROPOSED CHILDCARE FACILITY
89-93 HAWKINS STREET, HOWLONG NSW 2643
INTERNAL HOT WATER MULTI-PAK DETAIL (2x BURNERS)
NOT TO SCALE
í100 SINGLE FIRE HYDRANT BOOSTER ASSEMBLY
C/W SINGLE CHECK VALVE WITHIN CABINET DETAIL
DATE
Building Services Group
DETAIL
OPEN CABINET
REVISION DESCRIPTION
ADADRA
HOT WATER
COLD WATER
260
400
530
620
75
415
77.5
08-02-2019 J.V.
05-02-2019 J.V.
TENDER ISSUE
TENDER ISSUE
REV
STAGING
VALVE
260
í150 VALVE LOCKED IN THE
FULLY OPEN POSITION C/W
003 LOCKS.
CONCRETE BASE.
THRUST BLOCK
77.5
COLD WATER BYPASS VALVE
H.W.
IN
í100 SINGLE CHECK VALVE
T2
T1
1800
STAINLESS STEEL RECESSED
WALL BOX C/W STAINLESS
STEEL LOCKABLE ACCESS
PANEL.
230
350
100mm DUAL BOOSTER HEAD.
660
570
750mm - 1200mm
MIN 450mm
F.G.L.
í100 FROM TOWNS MAIN
SUPPLY.
HOT WATER ISOLATING VALVE.
í25 LOCKED DRAIN VALVE.
750mm MINIMUM - 1200mm MAXIMUM
BLOCK PLAN OF SITE
PRESSURE GAUGE.
11
Title
HYDRAULIC SERVICES
ROOF DRAINAGE & PENETRATION
ROOF PLAN
-
h
Nort
Drawn
J.V.
Scale
Date
18-12-2018
1:100 @ A1
Drawing Reference
6783 - HYD LAYOUT
Plotted Date
08-02-2019
Drawing Number
Revision
TENDER ISSUE
NOT FOR CONSTRUCTION
6783-H04
T2
í150 BOLLARDS. REFER DETAIL 5 ON DRAWING H02.
(TYPICAL)
T2
FIRE PUMP COOLANT DISCHARGING TO GRATED STORM WATER PIT.
CONNECT STORM WATER PIT TO SITE STORM WATER.
í100 FIRE BRIGADE SINGLE BOOSTER ASSEMBLY WITHIN
WEATHERPROOF CABINET ON CONCRETE SLAB.
REFER DETAIL 9 ON DRAWING H04.
PROVIDE STORAGE TANK ACCESS LADDER TO COMPLY WITH AS
2304-2011.
FIRE TANK WATER LEVEL INDICATOR VISIBLE FROM FIRE BRIGADE
BOOSTER ASSEMBLY.
PUMP RUN SENDER TO SMS AUTO DIALLER. CONNECTION INTERFACED
TO LOCAL ALARM/SECURITY.
SINGLE FIRE PUMP SKID PACKAGE C/W JACKING PUMP WITHIN ENCLOSURE.
1 OFF SINGLE DIESEL FIRE HYDRANT PUMP & 1 OFF ELECTRIC JACKING
PUMP COMPLYING TO AS-2941-2013.
CONNECT PUMPSET CONTROLLER TO ELETRICAL SUPPLY AT SITE MAIN
ELECTRICAL SWITCHBOARD.
100% PUMP DUTY: 5 L/sec @ 850 kPa
130% PUMP DUTY: 6.5 L/sec @ 680 kPa
MINIMUM INTERNAL DIMENSIONS: 2.80m x 1.00m x 2.10m (HIGH)
MINIMUM CLEARANCE OF 1.00m REQUIRED AROUND FIRE PUMP ENCLOSURE.
HATCHED AREA DENOTES INLET DISCHARGE RESTRICTION ZONE FOR
TANK SUCTION. NO INLET SHALL BE INSTALLED WITHIN THIS ZONE IN
ACCORDANCE WITH AS 2304-2011.
2 OFF BERMAD FAST FILL INLET VALVES & 1 OFF MANUAL INLET VALVE
DISCHARGING INTO TANK @ HIGH LEVEL.
900 x 600
ACCESS
HATCH
í150 STORAGE TANK OVERFLOW PIPEWORK DISCHARGING TO S.W. PIT.
í100 FIRE PUMP DISCHARGE PIPE SHALL HAVE A PRESSURE GAUGE,
í100 CHECK VALVE, & í100 ISOLATION VALVE LOCKED OPEN &
TAGGED TO COMPLY WITH AS 2941.
TANK
VENT
25,000L (EFFECTIVE CAPACITY) FIRE WATER BREAK TANK (í3.90m x 2.90m
HIGH) C/W RING BEAM FOUNDATION TO MANUFACTURER SPECIFICATIONS
COMPLYING TO AS 2304-2011.
PUMP ENCLOSURE SKID FRAME SECURELY MOUNTED TO
MANUFACTURER'S INSTALLATION GUIDELINES TO A REINFORCED
CONCRETE GROUND SLAB & PATH SURROUND.
DIMENSIONS: 3.10m x 1.30m x 150mm THICK OR TO STRUCTURAL
ENGINEER'S DETAIL.
CONCRETE TANK BASE / RING BEAM TO MANUFACTURER'S SPECIFICATIONS.
í100 FIRE ISOLATION VALVE & DOUBLE DETECTOR CHECK VALVE C/W í25
METERED BY-PASS SUPPLYING FIRE BREAK TANK & BOOSTER ASSEMBLY.
í150 TANK SUCTION OS&Y VALVE LOCKED OPEN & TAGGED TO
COMPLY WITH AS 2419. (TYPICAL)
100mm MINIMUM CLEARANCE
REQUIRED AROUND HYDRANT
VALVE HANDLE.
BOUNDARY FENCE
PLAN
T2
í65 HYDRANT VALVE 'FRNSW'
STORTZ CONNECTIONS WITH
CHAIN AND CAP. HYDRANT
LOCKING WHEEL AND 003 LOCKS.
HORIZONTAL OR SLOPING
NOT MORE THAN 35ø.
í100 GALVANISED TEE.
750 - 1200
í100 FIRE SERVICE
í40 P.C.W.
WATER METER
750
MIN
CL
ELECTRICAL POWER CONDUIT TO M.S.B. BY MAIN ELECTRICAL CONTRACTOR.
COMMUNICATION LANDLINE CONNECTION CONDUIT BY MAIN ELECTRICAL CONTRACTOR.
í100 FROM MAIN
750
MIN
í150 BOLLARD PROTECTION
REFER DETAIL 5.
100
MIN
REMOVABLE DOOR PANELS C/W VENTILATION FOR PUMP OPERATION.
350
1 OFF 125x100 LARGE BORE SUCTION CONNECTION.
2 OFF 65 SMALL BORE SUCTION CONNECTION.
1500
CL
í100 GALVANIZED IRON
HYDRANT RISER.
MINIMUM 1.00m CLEARANCE AROUND FIRE PUMP ENCLOSURE.
PIPE WRAPPED WITH DENSO
TAPE.
F.G.L.
í80 ANNUBAR TEST PIPE DISCHARGING INTO TANK @ HIGH LEVEL C/W
ISOLATION VALVE LOCKED CLOSED (003) & í15 FLOW TEST PAP ON PIPE
RISER MINIMUM 1.00m FROM ANY CHANGE IN DIRECTION FOR HYDRANT
SYSTEM TESTING.
PROVIDE SIGNAGE ADJACENT VALVE DENOTING "ANNUBAR TEST VALVE".
FIRE WATER BREAK TANK & PUMP SET DETAIL
SCALE: 1:100 @ A1
DUCK FOOT BEND DENSO
WRAPPED.
450x450x450 CONCRETE
SURROUND.
CONCRETE TO FINISH 25mm
ABOVE F.G.L.
CONCRETE THRUST BLOCK.
TABLE "E" FLANGE (TYPICAL).
ELEVATION
í100 TANK INLET BOX. (TYPICAL)
300 CL 300
300 CL 300
TANK VENT INSTALLED ON ROOF OF TANK IN
ACCORDANCE WITH AS2304 - CLAUSE 7.4.1.
900x600
ACCESS HATCH
STORAGE TANK ACCESS
LADDER TO COMPLY
WITH AS 2304-2011.
í100 TANK SUPPLY
í100 TANK SUPPLY
í100 TANK SUPPLY
FIRE HYDRANT TANK
25 000 LITRES
EFFECTIVE CAPACITY
QUICK
FILL
VALVE
E
í150
O/F
WATER LEVEL FLOAT. (TYPICAL)
QUICK
FILL
VALVE
í100 BERMAD FAST FILL. (TYPICAL)
í100 MANUAL FILL VALVE.
1x í65 LANDING VALVE LOCKED CLOSED
FOR INFLOW TESTING. (003 LOCKS)
í100 GEAR OPERATED BUTTERFLY VALVE LOCKED
IN THE FULLY OPEN POSITION (003 LOCKS).
í150 OS&Y
VALVE
900
F
05-02-2019 J.V.
REVISION DESCRIPTION
DATE
CHANGE NOTE
Building Services Group
ABN: 98 951 924 766
í150
Albury
558 Hume Street, Albury NSW 2640
Ph: 02 60214580 Fax: 02 60235489
135
F.S.L.
F.G.L.
í50 SLUDGE VALVE.
08-02-2019 J.V.
ADADRA
í150-200 REDUCER.
150
F.S.L.
TENDER ISSUE
TENDER ISSUE
REV
135
150
1 OFF 125x100 LARGE BORE SUCTION
CONNECTION C/W BUTTERFLY VALVE.
LOCKED CLOSED (003)
450
í150
í150 OVERFLOW
1200
400
2 OFF 65mm SMALL BORE SUCTION
CONNECTIONS C/W ISOLATION VALVES.
LOCKED CLOSED (003)
T2
T1
100
MIN
CL
1200
í600
ACCESS HATCH
-
FIRE TANK WATER LEVEL INDICATOR VISIBLE FROM
FIRE BRIGADE BOOSTER ASSEMBLY.
1/2
í100 GEAR OPERATED BUTTERFLY VALVE LOCKED
IN THE FULLY OPEN POSITION (003 LOCKS).
12
í400
WATER LEVEL
í25 ANNUBAR PAP CAPPED.
MIN. 10x PIPE DIAMETER FROM
NEAREST BEND. (TYPICAL)
DETAIL
NOT TO SCALE
í80 ANNUBAR TEST PIPE TANK DISCHARGE.
í15 FLOAT SUPPLY
SIGNAGE TO COMPLY WITH
AS 2419.1 CLAUSE 11.3.3.1
FIRE HYDRANT RISER & BOLLARDS DETAIL
í400 VORTEX PLATE C/W MINIMUM
150mm CLEARANCE BELOW.
(TYPICAL)
í80 ANNUBAR
í150 SUCTION
í150 OVERFLOW
í150 OVERFLOW
í100 TANK SUPPLY
í100 TANK SUPPLY
TO PUMP
Darwin
Suite 4, 60 Winnellie Road, Winnellie NT 0821
Ph: 08 89844246 Fax: 08 89843847
F.G.L.
BUILDING SERVICES CONSULTING ENGINEERING GROUP
450 x 450 x 450 (NOMINAL DEPTH) STORMWATER
PIT PRE-CAST CONCRETE OR POURED IN-SITU C/W
HEAVY DUTY CLASS D GALVANISED GRATED LID.
MECHANICAL
ELECTRICAL
HYDRAULIC
FIRE
OTHER
Client
í150 STORMWATER DISCHARGING TO SITE STORM
WATER. REFER CIVIL DOCUMENTATION.
ROB PICKETT DESIGN
Project
í150 TANK OVERFLOW DISCHARGING TO S.W. PIT.
PROPOSED CHILDCARE FACILITY
89-93 HAWKINS STREET, HOWLONG NSW 2643
FIRE WATER BREAK TANK ELEVATION SCHEMATIC DETAIL
Title
HYDRAULIC SERVICES
FIRE TANK & PUMP DETAIL PAGE
NOT TO SCALE @ A1
h
Nort
Drawn
J.V.
Scale
Date
18-12-2018
N.T.S. @ A1
Drawing Reference
6783 - HYD LAYOUT
Plotted Date
08-02-2019
Drawing Number
Revision
TENDER ISSUE
NOT FOR CONSTRUCTION
6783-H05
T2
LEGEND.
PROPOSED CHILDCARE FACILITY - HOWLONG, NSW 2643
DENOTES FIRE HYDRANT COVERAGE (MAX. 60m)
DENOTES INTERNAL FIRE HYDRANT COVERAGE (MAX. 30m)
DENOTES FIRE HOSE REEL COVERAGE (MAX. 36m)
FIRE HYDRANT / HOSE REEL COVERAGES & TESTING REQUIREMENTS
SCALE 1:200 @ A1
DENOTES HOSE FROM HYDRANT TO TRUCK (MAX. 20m)
05-02-2019
DENOTES AREA NOT COVERED.
DENOTES SPRAY (MAX. 10m F.H./4m F.H.R.)
FIRE HYDRANT.
DENOTES TWIN HEAD FIRE HYDRANT
STANDPIPE C/W NSW STORZ COUPLINGS.
FHR
BOUNDARY 100.37m
AH
D
GATE REQUIRED FOR FIRE BRIGADE ACCESS.
GATE SHALL BE LOCKED (003 LOCKS).
145
BOUNDARY 28.35m
BOUNDARY 28.35m
í100 B.B. AUTHORITY WATER MAIN
AHD 145.00
HAWKINS STREET
EX.
G.B.F.H.
FIRE HOSE REEL.
.0
PROPOSED BOUNDARY 100.37m
SITE BOUNDARY
PIT
01
F.H
56.0m F.H. COVERAGE
10
.0
m
OUTDOOR
PLAY AREA
M
IN
IM
CLEANERS
STORE
KITCHEN
L'DRY
ROOM 1 (2-3yr)
. CO
VER
AGE
F.H.
R
36.0
m
STORE 1
COVERED EATING AREA
ROOM 5 (4-5yr)
MEALS AREA /
ROOM 4 (4-5yr)
STORE 2
OUTDOOR
PLAY AREA
h
Nort
BATHROOM 2
í100 B.B. AUTHORITY WATER MAIN
36.0m F.H.R. COVERAGE
47.0m F.H. COVERAGE
ROOM 3 (3-4yr)
PLANNING
OFFICE
AHD 145.0
FIRE BRIGADE BOOSTER ASSEMBLY.
BATHROOM 1
BOTTLE
ROOM 2 (0-2yr)
SLEEPING
DIS. W/C
F.H.R
RECEPTION
PORCH
01
FOYER
STAFF
BOUNDARY 32.00m
1.2m WALKWAY
BOUNDARY 32.00m
STAFF
BATH
BIN STORE AREA
UM
FHB
TENDER ISSUE
FIRE PUMPSET.
NOT FOR CONSTRUCTION
OUTDOOR
PLAY AREA
STORE
T2
T1
BOUNDARY 100.37m
05-02-2019 J.V.
REVISION DESCRIPTION
DATE
CHANGE NOTE
Building Services Group
ABN: 98 951 924 766
AHD 146.2
AHD 146.0
AHD 145.8
AHD 145.6
AHD 145.4
T2
08-02-2019 J.V.
ADADRA
AHD 145.2
AHD 145.4
AHD 145.2
AHD 145.07
EX.
G.B.F.H.
REV
SITE BOUNDARY
FIRE TANK.
TENDER ISSUE
TENDER ISSUE
Albury
558 Hume Street, Albury NSW 2640
Ph: 02 60214580 Fax: 02 60235489
Darwin
Suite 4, 60 Winnellie Road, Winnellie NT 0821
Ph: 08 89844246 Fax: 08 89843847
BUILDING SERVICES CONSULTING ENGINEERING GROUP
MECHANICAL
ELECTRICAL
HYDRAULIC
FIRE
OTHER
Client
ROB PICKETT DESIGN
FLOW TESTING REQUIREMENTS:
EQUIPMENT REQUIRED:
- 1x MACROMETER/APPROVED TESTING DEVICE PER 10 L/SEC REQUIRED TO FLOW.
- 1x PRESSURE GAUGE
Project
PROPOSED CHILDCARE FACILITY
89-93 HAWKINS STREET, HOWLONG NSW 2643
Title
HYDRANT TESTING METHOD:
1) CONNECT INDIVIDUAL MACROMETER/APPROVED TESTING DEVICE TO HYDRANT 01 LANDING VALVES.
FIRE HYDARNT / HOSE REEL COVERAGES
& TESTING REQUIREMENTS
SITE PLAN
2)
LOCATE PRESSURE GAUGE AT FIRE ISOLATION & CHECK VALVE ASSEMBLY TO MEASURE RESIDUAL.
Drawn
J.V.
3)
RUN HYDRANT 01 LANDING VALVES TO 10 L/sec EACH (20 L/sec TOTAL) & MEASURE THE RESIDUAL PRESSURE.
Scale
HYDRANT SYSTEM MUST ACHIEVE:
- 10 L/sec @ 700 kPa (BOOSTER)
- 5 L/sec @ 700 kPa (100% PUMP DUTY)
Date
18-12-2018
1:200 @ A1
Drawing Reference
6783 - HYD LAYOUT
Plotted Date
08-02-2019
Drawing Number
6783-H06
Revision
T2