legend - ceilings legend notes · 2019. 9. 20. · lp gas pipe above ground cross linked...
TRANSCRIPT
TOW-LOW
RL. 4.580
MAIN FLOOR
RL. 0.580
TOW-HIGH
RL. 6.540
HEAD HEIGHT
RL. 2.980
C50.01
D50.01
B50.00
NEW METAL ROOFING,FLASHINGS
& CAPPINGS
NEW METAL GUTTERS
& DOWNPIPES
RESTORE EXISTING
EXPOSED TRUSSES (TYP).
REPAIR /REINSTATE ORIGINAL
TIMBER FLOORING
THROUGHOUT (TYP.)
NEW FC SHEETING
LINING ON RESILIENT MOUNTS
NEW FC SHEETING
LINING TO SOFFIT
THROUGHOUT (REQ. TO ACHIEVE
WARRANTY TO ROOF SHEET)
NEW INSULATION
NEW INSULATION
& FC LININGS
NEW ACOUSTIC PANELS
NEW INSULATION
MARBLE TERRAZO TREADS
TO BE CLEANED & REPAIRED
MARBLE TERRAZO TREADS
TO BE CLEANED & REPAIRED
BA-2
BA-2
NEW MEMBERS
REFER TO STRUCT. ENG.
DETAILS(TYP.)
AC PLANT TO BE RESIZED TO SUIT NEW EQUIP.
TRUSSES TO BE RECTIFIED.
NEW LINING TO INTERIOR TO ISOLATE PLANT NOISE.
REFER MECH. ENG. FOR DETAILS
FEATURE CORNICE
TO BE RE-MEDIATED
PLANT
ROOM
NEW SOFFIT
6mm FC SHEET BETWEEN TRUSSES
PAINTED BLACK
REQ. TO ACHIEVE WARRANTY TO ROOF SHEETING (TYP.)
EXISTING ROOF COWLS HAVE BEEN REMOVED.
NEW ROOF COWLS TO BE FABRICATED TO MATCH
ORIGINAL IN S/STEEL (PAINTED)
E50.03
FB1 FB1 FB1 FB1FB2
D02
D08
D07 COL-E
DP-E
RWH
JUDGEABBOTT ST VERANDAH COURT ROOM EASTERN ENTRY
VERANDAH
BA-1
BA-2
BA-2BA-2
BA-2
NEW ROOF
COWL
TOW-LOW
RL. 4.580
MAIN FLOOR
RL. 0.580
TOW-HIGH
RL. 6.540
HEAD HEIGHT
RL. 2.980
A50.00
F50.03
NEW METAL ROOFING,
FLASHINGS & CAPPINGS
NEW METAL GUTTERS
NEW FC SHEETING
LINING ON RESILIENT MOUNTSNEW FC SHEETING
LINING TO SOFFIT
THROUGHOUT(REQ. TO ACHIEVE
WARRANTY TO ROOF SHEET)NEW INSULATION
NEW INSULATION
& FC LININGS
NEW ACOUSTIC PANELS
NEW INSULATION
NEW FANS
NEW MEMBERS
REFER TO STRUCT. ENG.
DETAILS(TYP.)
NEW LIGHTING CHANNEL
'ERCO' FLANGE TRACK'
D10
D11
D09
FHR-E
SU
RWH
DP-E
DP-E
RWH
DP-E
DP-EDP-E
FAN
02
20.03
FHR-ECOL-ECOL-E
COURT ROOMNORTH VERANDAH SOUTH VERANDAH
BA-1
BRICK ARCH REVEAL TO BE REMOVED TO
PROVIDE ACCESS FOR NEW MECH. SUPPLY(TYP.)
ALUM. VENT P/COATED TO MATCH WALL COLOUR
S
N
E
W
A1DATEAMENDMENTS DO NOT SCALE DRAWINGS.
USE FIGURED DIMENSIONS ONLY.
DIMENSIONS SHOWN ARE NOMINAL. ALLOWANCE
TO BE MADE FOR FINISHED SIZES. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCING WORK. THIS DOCUMENT IS AND SHALL REMAIN THE PROPERTY OF CLARKE AND
PRINCE PTY LTD. UNAUTHORISED USE OF THIS DOCUMENT IN ANY WAY IS PROHIBITED.
DRAWN
APPROVED
SCALE
DATE
SIZE PROJECT
DWG
DWG No.
FOR
STAMP ISSUEclarkeandprince ARCHITECTS|
3 Scott Street|CAIRNS|QLD 4870
p. 07 4051 4088
w. www.clarkeandprince.com.au
| f.07 4051 1080
DI MAY 2019
DD
1 : 100
P124
/05/2
019
1:3
3:5
0 P
M
SECTIONS - SHEET 4
1414 - DA ISSUE
CAIRNS COURTHOUSE RE-FURBISHMENT
38-40 ABBOTT STREET, CAIRNS.
CAIRNS REGIONAL COUNCIL
50.03
P1 DA ISSUE 23-05-2019
SCALE - 1 : 10010.02
SECTION FF
SCALE - 1 : 10010.02
SECTION EE
LEGENDCOL-E EXISTING COLUMN
DP-E EXISTING DOWNPIPE
FAN CEILING FAN
FB1 FLOOR BOX
FB2 FLOOR BOX
FHR-E EXISTING FIRE HOSE REEL
RWH SELECTED RAINWATER HEAD
SU SUMP
1. ALL DOWNPIPES & SPREADERS TO BE REMOVED & REPLACED WITH P/COATED / COLORBOND S/STEEL.
2. ALL REDUNDANT SURFACE MOUNTED SERVICES TO BE REMOVED.3. ALL REMOVED FIXINGS TO BE PLUGGED & PATCH READY FOR PAINTING.
NOTES:
SECTIONS:
LEGEND - CEILINGSBA-1 12mm QUITESPACE CUT TO
APPEAR LIKE T&G BOARD.T&G @SPACES TO MATCH EXISTING
BA-2 12mm QUITESPACE ON 90mmFRAME.INSULATION FILLED CAVITY
Agenda – Ordinary Meeting 25 September 2019 - #6165597
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Placed Image
0460.15
0360.15
0360.15
LANDING
1540
1:14 MAX
5180
LANDING
2500
9220
COLD RM
RN.16
RAMP 1(CONC)
NORTH VERANDAH
RN.18
520
50 50
1780 50 50
0260.15
0260.15
COL-E COL-ECOL-E
-370
HR
HR
HR
HR
600 300
TGSI TGSI
300 600
-40
50
CLEAR
1615
5085
2572 1980
1800
RAMP
REINF. CONCCRETE
REFER TO ENG. DETAILS
HANDRAILS
50Dia. GALV. STEEL SLAB
REINF. CONCRETE
REFER TO ENG. DETAILS
-40
50 50 1780 50 50MAIN FLOOR
RL. 0.580
HEAD HEIGHT
RL. 2.980
0460.15
HR
1000
6575
HR
TGSI
TGSI
RAMP 1
HR
1000
300
LANDING
2500
1:14 MAX
5180
LANDING
1540
COL-ECOL-ECOL-E
900
5050
900
5050
COL-E
RAMP
REINF. CONCRETE
REFER TO ENG. DETAILS
HANDRAILS
50Dia. GALV. STEEL
GUARD RAIL
GALV. STEEL
STANCHIONS
GALV. STEEL
SLAB
REINF. CONCRETE
REFER TO ENG. DETAILS
WALLS
C.M BLOCK
REFER TO ENG. DETAILS
MAIN FLOOR
RL. 0.580
0460.15
TGSI
HR
TGSI
LANDING
1540
1:14 MAX
5180
LANDING
2500
1000
5050
900
300RAMP 1
370
1000
600300600 300
7565
RAMP
REINF. CONCRETE
REFER TO ENG. DETAILS
HANDRAILS
50Dia. GALV. STEEL
GUARD RAIL
GALV. STEEL
STANCHIONS
GALV. STEEL
SLAB
REINF. CONCRETE
REFER TO ENG. DETAILS
WALLS
C.M BLOCK
REFER TO ENG. DETAILS
MAIN FLOOR
RL. 0.580
HEAD HEIGHT
RL. 2.980
0360.15
0260.15
7565
50950
1000
COL-E
NORTH VERANDAHRAMP 1
HANDRAILS
50Dia. GLAV. STEEL
GUARD RAIL
GALV. STEEL
STANCHIONS
GLAV. STEEL
SLAB
REINF. CONCRETE
REFER TO ENG. DETAILS
WALLS
C.M BLOCK
REFER TO ENG. DETAILS
S
N
E
W
A1DATEAMENDMENTS DO NOT SCALE DRAWINGS.
USE FIGURED DIMENSIONS ONLY.
DIMENSIONS SHOWN ARE NOMINAL. ALLOWANCE
TO BE MADE FOR FINISHED SIZES. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCING WORK. THIS DOCUMENT IS AND SHALL REMAIN THE PROPERTY OF CLARKE AND
PRINCE PTY LTD. UNAUTHORISED USE OF THIS DOCUMENT IN ANY WAY IS PROHIBITED.
DRAWN
APPROVED
SCALE
DATE
SIZE PROJECT
DWG
DWG No.
FOR
STAMP ISSUEclarkeandprince ARCHITECTS|
3 Scott Street|CAIRNS|QLD 4870
p. 07 4051 4088
w. www.clarkeandprince.com.au
| f.07 4051 1080
DI MAY 2019
DD
1 : 50
P124
/05/2
019
10:0
8:5
1 A
M
ROOM LAYOUTS - RAMP 1
1414 - DA ISSUE
CAIRNS COURTHOUSE RE-FURBISHMENT
38-40 ABBOTT STREET, CAIRNS.
CAIRNS REGIONAL COUNCIL
60.15
SCALE - 1 : 5010.02
FLOOR PLAN - RAMP 101SCALE - 1 : 5050.02
SECTION - RAMP 102
SCALE - 1 : 5050.02
SECTION - RAMP 103SCALE - 1 : 5060.15
SECTION - RAMP 104
LEGENDCOL-E EXISTING COLUMN
HR HANDRAIL
TGSI TACTILE INDICATORS
P1 DA ISSUE 23-05-2019
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Placed Image
2.0
2.0
2.0 2.2
2.2
2.2
2
.
2
2
.
2
2.2
2
.4
2.4
2.4
2.42.4
2
.
4
2
.
4
2
.4
2
.
4
2
.
4
2
.
4
2
.
4
2
.
4
2
.
6
2.6
2.6
2
.
6
2
.
6
2.6
2.6
2.6
2.6
2
.
6
2
.
6
2
.
6
2
.
6
2
.
6
2
.
6
2
.
6
2
.
6
2
.
6
2.8
2.8
2
.8
2
.
8
2.8
Bin
Bin
B
i
n
LP
S
SS S S S S S
SS
S
S SS S S S S S
S
S
S
S
S
SS
S
S
S
SS
SS
S
S
S
S
S SS SSS S
// //// // // //
////
////
////
////
////
////
////
////
// //// // // //// //// // // //
Pool
Bico
CarparkRamp up
B
i
n
LP
ALL REDUNDANT PITS & ORG'S
TO BE REMOVED.STUMP
LINE OF EXISTING KERB & CHANNEL
1:21 WALKWAY
SCULPTURAL ELEMENTREFERENCING THE HISTORICAL ANDCULTURAL VALUES OF THE SITE
CONCRETE TROUGH
FLAG POLE TOBE RETAINED
CONCEALEDTREAD TOBE EXPOSED
L1.0101
L1.0102
Level 3.015
Level 2.375
Level 2.575
Level 2.465
Level 2.360
CONCRETESTEPPING PADS
PROPOSED PALMREFER PLANT SCHEDULE
PLANTING AREA TYPE 1 (PA1) -GENERAL PLANTING AREAS AS SPECIFIEDPA1
NEW TURF OVER TOPSOIL & CULTIVATEDSUBGRADE AS SPECIFIED
WASHED RIVER GRAVEL AS SPECIFIED
PROPOSED TREE.REFER PLANT SCHEDULE
PAVEMENT TYPE 1 - COLOURED CONCRETELIGHT WASH FINISHED AS SPECIFIEDPT1
EXISTING PALM TO BE RETAINED
NEW CONCRETE EDGE AS SPECIFIED
HERITAGE CONCRETE EDGE TO BE RETAINED
HERITAGE CONCRETE EDGE TO BE REMOVED
SCALEBUILDING INTERFACE
1:2001
BUIL
DIN
G
CONCRETE TROUGH
PLANTING
EXPOSE EXISTING HERITAGE EDGING
SCALETYPICAL EDGING TREATMENT
1:2002
EXPOSED AGGREGATE CONCRETE PATH
100
PLANTING
daterev. no description
client
project
drawn
dateapproved
rev
project number
drawing number
title
drawn
scale
northpoint
p 0439 005 294 | e [email protected] | PO Box 781 Bungalow 4870
(AT A1 SIZE SHEET) 0
CAIRNS COURTHOUSE RE-FURBISHMENT
ABBOTT STREET CAIRNS
SURFACE TREATMENT PLAN
D.E. S.M. 23/05/2019
1903-025/CD
L1.01 02
01 PRELIMINARY 10/05/2019 DE
02 FOR APPROVAL 23/05/2019 SM
1:150
LEGEND:
PLANT PALETTE
BLECHNUM 'SILVER LADY'
GARDENIA AUGUSTUS
ZEPHRANTHES CANDIDA
PLUMERIA PUDICA
PHILODENDRON XANADU
ARCHONTOPHOENIX ALEXANDRAE LAGERSTROEMIA INDICA
DESIGN INTENTThe intent of the design is to referencethe original gardens laid out after theCourthouse building was constructed.The original kerbs will be excavated andhighlighted with gravel edging.
The planting palette, although slightlydifferent to the original in order toachieve satisfactory maintenance andsuitability to location, was referencedfrom the original. The front boundarycontains existing palms that areproviding minimal aesthetic value.These shall be replaced with maturehealthy albeit younger specimens.
Historic photos of the original plantingdesign were examined and the originalplantings appeared not to include thetwo palms that are currently in front ofthe building. The photo shows whatappears to be Tree ferns which weremore than likely planted when theoriginal large Fig tree shaded thecourtyard. The proposed plantings withreference the ferns however not utilisethem as they are no longer suited to thelocation.
Agenda – Ordinary Meeting 25 September 2019 - #6165597
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Placed Image
·········
·
·
·
··
··
··
·
··
··
·
GILBOYHYDRAULICSOLUTIONS
FIRE HYDRANT FIREMAIN PIPE IN GROUND 100/150 PN16 PVC-M SERIES 2 RUBBER RING JOINTED TO AS2419 & AS4765 BEDDED WITH A MINIMUM OF 75mm OF COMPACTED SAND/FINE GRAINED SOIL TO AS3500.1 & AS2419
FIRE HYDRANT FIREMAIN PIPE ABOVE GROUND 100/150 MEDIUM GRADE GALVANISED STEEL PIPE & FITTINGS TO AS2419, AS1074 & AS4792 TO BE RETAINED IN POSITION BY BRACKETS, CLIPS OR HANGERS TO AS3500.1 & AS2419
COLD WATER PIPE IN GROUND PN20 PE100 POLYETHYLENE PIPE & FITTINGS TO AS4130 & AS4129 BEDDED WITH A MINIMUM OF 75mm OF COMPACTED SAND/FINE GRAINED SOIL TO AS3500.1 CLAUSE 5.10
COLD WATER PIPE IN WALL/CEILING/BULKHEAD CROSS LINKED POLYETHYLENE PE-Xa TO AS2492 & AS2537 / COPPER TYPE 'B' TO AS1432 TO BE RETAINED IN POSITION BY BRACKETS, CLIPS OR HANGERS TO AS3500.1 CLAUSE 5.6
HOT/TEPID WATER PIPE IN WALL/CEILING/BULKHEAD CROSS LINKED POLYETHYLENE PE-Xa TO AS2492 & AS2537 / COPPER TYPE 'B' TO AS1432 TO BE RETAINED IN POSITION BY BRACKETS, CLIPS OR HANGERS TO AS3500.1 CLAUSE 5.6
LP GAS PIPE INGROUND SDR11 PE100 POLYETHYLENE PIPE & FITTINGS TO AS4130 & AS4129 / COPPER TYPE 'B' TO AS1432 BEDDED WITH A MINIMUM OF 75mm OF COMPACTED SAND/FINE GRAINED SOIL TO AS2601
LP GAS PIPE ABOVE GROUND CROSS LINKED POLYETHYLENE PE-XA-AL-PE TO AS5601 & AS4176 / COPPER TYPE 'B' TO AS1432 TO BE RETAINED IN POSITION BY BRACKETS, CLIPS OR HANGERS TO AS2601
CONDENSATE PIPEWORK LAGGING IN WALL/CEILING/BULKHEAD 25mm THICK ARMAFLEX FRV CLOSED CELL FOAM INSULATION WITH GLUED & TAPED JOINTS TO AS4859 TO BE RETAINED IN POSITION BY BRACKETS, CLIPS OR HANGERS TO AS3500.2 CLAUSE 10.2
DRAINAGE PIPEWORK IN GROUND 100/150 PVC-U CLASS DWV SN8 TO AS1260 / 150/225 CORRUGATED POLYPROPELENE 'SEWERPRO'CLASS SN10 OR EQUAL TO AS5065
WHEN PASSING THROUGH CONCRETE FOOTINGS SHALL BE WRAPPED WITH AN IMPERMEABLE FLEXIBLESHEATH NOT LESS THAN 6mm THICK OR AS SPECIFIED BY ENGINEER. BEDDED WITHIN A MINIMUM OF75mm OF COMPACTED SAND/FINE GRAINED SOIL TO AS3500.2 CLAUSE 5.4
SANITARY DRAINAGE PIPEWORK IN WALL/CEILING/BULKHEAD 40/50/65/80/100/150 PVC-U CLASS DWV TO AS1260 TO BE RETAINED IN POSITION BY BRACKETS, CLIPS OR HANGERS TO AS3500.2 CLAUSE 10.2
TRADE WASTE DRAINAGE IN GROUND HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE TO AS4401 & AS5065WHEN PASSING THROUGH CONCRETE FOOTINGS SHALL BE WRAPPED WITH AN IMPERMEABLE FLEXIBLESHEATH NOT LESS THAN 6mm THICK OR AS SPECIFIED BY ENGINEER. BEDDED WITHIN A MINIMUM OF75mm OF COMPACTED SAND/FINE GRAINED SOIL TO AS3500.2 CLAUSE 5.4
TRADE WASTE DRAINAGE ABOVE GROUND HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE TO AS4401 & AS5065 TO BE RETAINED IN POSITION BY BRACKETS, CLIPS OR HANGERS TO AS3500.2 CLAUSE 10.2
A R C H I T E C T S
ANDPRINCEPTY. LTD.
CLARKE
Agenda – Ordinary Meeting 25 September 2019 - #6165597
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AutoCAD SHX Text
NOTE : BUILDER AND/OR PLUMBING CONTRACTOR ARE TO MARK THE PENETRATIONS ON THE FLOOR & ENGAGE & PAY FOR THE SERVICES OF A STRUCTURAL ENGINEER PRIOR TO ANY CORE HOLES OR CUTTING OF SLAB WHATSOEVER. THE FINAL WRITTEN APPROVAL & ACCEPTANCE OF PENETRATIONS IS TO BE SOUGHT BY THE BUILDER AND/OR PLUMBING CONTRACTOR & THE FINAL RESPONSIBILITY OF THE EXISTING STRUCTURAL CHANGES IS THAT OF THE STRUCTURAL ENGINEER.
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
CAIRNS COURTHOUSE HOTEL REFURBISHMENT, ABBOTT STREET, CAIRNS
AutoCAD SHX Text
HYDRAULIC SERVICES
AutoCAD SHX Text
DRAWING INDEX:
AutoCAD SHX Text
183474-HS001 COVER SHEET, NOTES & LEGEND COVER SHEET, NOTES & LEGEND 183474-HS002 SITE SERVICES DEMOLITION SITE SERVICES DEMOLITION 183474-HS003 SANITARY PLUMBING & DRAINAGE DEMOLITION SANITARY PLUMBING & DRAINAGE DEMOLITION 183474-HS004 WATER & LP GAS SERVICES DEMOLITION WATER & LP GAS SERVICES DEMOLITION 183474-HS005 ROOF PLAN DEMOLITION ROOF PLAN DEMOLITION 183474-HS006 SITE SERVICES PLAN SITE SERVICES PLAN 183474-HS007 SANITARY PLUMBING & DRAINAGE SANITARY PLUMBING & DRAINAGE 183474-HS008 WATER & LP GAS SERVICES RETICULATION WATER & LP GAS SERVICES RETICULATION 183474-HS009 ROOF PLANROOF PLAN
AutoCAD SHX Text
LOCALITY PLAN NTS
AutoCAD SHX Text
NOTE: FIRE SERVICES INSTALL THRUST BLOCKS AT ALL BENDS, JUNCTIONS, PIPE TERMINATIONS, VALVES, PIPE REDUCERS, CHANGES OF DIRECTION, GRADES LARGER THAN 1:5 & TO MANUFACTURERS SPECIFICATIONS IN ACCORDANCE WITH AS 3500.1 CLAUSE 5.9.2
AutoCAD SHX Text
AREA OF WORKS
AutoCAD SHX Text
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mm TO INVERT LEVEL & SHALL BE ALL PIPES LAID UNDER GROUND IN LANDSCAPING TO BE MINIMUM DEPTH OF 400mm TO INVERT LEVEL & SHALL BE 100mm DIA. U.N.O. 8. WATER SERVICE PIPEWORK SIZES SHOWN AS NOMINAL BORE. ANY ALTERNATIVES USED MUST EQUAL OR EXCEED THOSE WATER SERVICE PIPEWORK SIZES SHOWN AS NOMINAL BORE. ANY ALTERNATIVES USED MUST EQUAL OR EXCEED THOSE SHOWN. 9. CONTRACTOR TO PROVIDE AS CONSTRUCTED DOCUMENTS TO THE SUPERINTENDENT ON COMPLETION OF THE CONTRACT. AS CONTRACTOR TO PROVIDE AS CONSTRUCTED DOCUMENTS TO THE SUPERINTENDENT ON COMPLETION OF THE CONTRACT. AS CONSTRUCTED DOCUMENTS TO BE AUTOCAD DWG FORMAT ON SHEET SIZES TO MATCH CONTRACT DOCUMENTS. 10. CONTRACTOR TO PROVIDE OPERATION & MAINTENANCE MANUALS TO COVER ALL HYDRAULIC SERVICES ITEMS ON COMPLETION CONTRACTOR TO PROVIDE OPERATION & MAINTENANCE MANUALS TO COVER ALL HYDRAULIC SERVICES ITEMS ON COMPLETION OF PROJECT IN SENSICAL PDF DIGITAL FORMAT. 11. THE CONTRACTOR SHALL ALLOW FOR THE SUPPLY OF ALL LABOUR, MATERIALS & PLANT NECESSARY FOR THE THE CONTRACTOR SHALL ALLOW FOR THE SUPPLY OF ALL LABOUR, MATERIALS & PLANT NECESSARY FOR THE INSTALLATION, TESTING & COMMISSIONING OF THE WORKS AS DESCRIBED ON THE DRAWINGS & IN THE SPECIFICATION. THE WORKS SHALL BE COMPLETE WITH FULL ALLOWANCE FOR ALL MINOR & INCIDENTAL ITEMS REQUIRED THOUGH NOT SPECIFICALLY MENTIONED OR DETAILED. THE CONTRACTOR SHALL ALSO ALLOW FOR ALL WORK REQUIRED TO MAKE GOOD. 12. ALL MATERIALS SHALL BE NEW, PROVEN IN SERVICE & SUITABLE FOR THE INTENDED PURPOSE. ALL MATERIALS SHALL BE NEW, PROVEN IN SERVICE & SUITABLE FOR THE INTENDED PURPOSE. 13. TESTING & COMMISSIONING SHALL BE CARRIED OUT PRIOR TO PRACTICAL COMPLETION TO CLEARLY DEMONSTRATE & RECORD TESTING & COMMISSIONING SHALL BE CARRIED OUT PRIOR TO PRACTICAL COMPLETION TO CLEARLY DEMONSTRATE & RECORD THAT THE WORKS EFFICIENTLY MEET THE SPECIFIED PERFORMANCES & HAVE BEEN SUCCESSFULLY COMMISSIONED AS A COMPLETE & INTEGRATED INSTALLATION. 14. REFER TO ARCHITECTURAL DRAWINGS & SPECIFICATION FOR DETAILS OF TYPES & FINISHES OF SANITARY, FIXTURES, REFER TO ARCHITECTURAL DRAWINGS & SPECIFICATION FOR DETAILS OF TYPES & FINISHES OF SANITARY, FIXTURES, FITTINGS, TAPWARE & THE LIKE. 15. EXISTING REDUNDANT SERVICES & PIPEWORK SHALL BE BLANKED OFF & REMOVED WHERE PRACTICABLE. MAKE GOOD TO EXISTING REDUNDANT SERVICES & PIPEWORK SHALL BE BLANKED OFF & REMOVED WHERE PRACTICABLE. MAKE GOOD TO ALL SERVICES. 16. DO NOT SCALE FROM DRAWINGS. DO NOT SCALE FROM DRAWINGS. HOT & COLD WATER 1. PIPES LOCATED IN MASONRY WALLS OR CONCRETE SLABS ARE TO BE CONDUITED IN ACCORDANCE WITH AS 3500. PIPES LOCATED IN MASONRY WALLS OR CONCRETE SLABS ARE TO BE CONDUITED IN ACCORDANCE WITH AS 3500. 2. LOCATIONS OF CONTROL VALVES ARE SHOWN DIAGRAMMATICALLY ONLY. LOCATE ON SITE IN ACCESSIBLE POSITIONS IN LOCATIONS OF CONTROL VALVES ARE SHOWN DIAGRAMMATICALLY ONLY. LOCATE ON SITE IN ACCESSIBLE POSITIONS IN ACCORDANCE WITH AS 3500. 3. HOT & COLD WATER PIPEWORK IS SHOWN DIAGRAMMATICALLY ONLY. HOT & COLD WATER PIPEWORK IS SHOWN DIAGRAMMATICALLY ONLY. 4. ALL HOT & COLD WATER LINES TO INDIVIDUAL FIXTURES TO BE MINIMUM 15mm NOMINAL BORE & 20mm NOMINAL BORE ALL HOT & COLD WATER LINES TO INDIVIDUAL FIXTURES TO BE MINIMUM 15mm NOMINAL BORE & 20mm NOMINAL BORE TO TWO OR MORE FIXTURES OR AS SHOWN ON THE DRAWINGS. 5. MATERIALS: MATERIALS: COLD WATER MAINS: POLYETHYLENE PN20 PIPE & FITTINGS TO AS 4130 OR EQUAL. COLD WATER SERVICE: CROSS LINKED POLYETHYLENE TO AS 2492 / COPPER TYPE 'B' TO AS 1432 OR EQUAL. HOT WATER SERVICE: CROSS LINKED POLYETHYLENE TO AS 2492 / COPPER TYPE 'B' TO AS 1432 LAGGED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS & SPECIFICATIONS & LOCAL AUTHORITY REQUIREMENTS. 6. COMMERCIAL HOT WATER USED FOR SANITIZATION PURPOSES TO BE STORED & DELIVERED AT A MINIMUM TEMPERATURE OF COMMERCIAL HOT WATER USED FOR SANITIZATION PURPOSES TO BE STORED & DELIVERED AT A MINIMUM TEMPERATURE OF 77°C.7. HOT WATER SUPPLY FOR PERSONAL HYGIENE PURPOSES IS TO BE STORED AT A MINIMUM OF 60 C & SUPPLIED TO HOT WATER SUPPLY FOR PERSONAL HYGIENE PURPOSES IS TO BE STORED AT A MINIMUM OF 60°C & SUPPLIED TOSANITARY OUTLETS USED PRIMARILY FOR PERSONAL HYGIENE PURPOSES AT TEMPERATURES THAT SHALL NOT EXCEED: 45°C FOR CHILD CARE CENTRES, SCHOOLS, NURSING HOMES OR DISABLED FACILITIES, VIA THERMOSTATIC MIXING VALVES.50°C IN ALL OTHER BUILDING CLASSES 1-4, VIA A TEMPERING VALVE TO SUIT THE HOT WATER SYSTEM TYPE.8. HOT WATER UNITS TO BE CAPABLE OF ATTAINING & MAINTAINING TEMPERATURES IN EXCESS OF THOSE REQUIRED AT THEIR HOT WATER UNITS TO BE CAPABLE OF ATTAINING & MAINTAINING TEMPERATURES IN EXCESS OF THOSE REQUIRED AT THEIR POINT OF USE & INSTALLED IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS. 9. ALL HC's SHALL BE FITTED WITH APPROVED BACKFLOW PREVENTION DEVICES ALL HC's SHALL BE FITTED WITH APPROVED BACKFLOW PREVENTION DEVICES 10. INSTALL THE FOLLOWING AS REQUIRED: INSTALL THE FOLLOWING AS REQUIRED: BACKFLOW PREVENTION DEVICES IN ACCORDANCE WITH AS 3500. EXPANSION JOINTS. AIR RELEASE MECHANISM(S). WATER FLOW REGULATORS TO ALL SHOWER OUTLETS, BATHS, BASINS & KITCHEN FACILITIES. SANITARY PLUMBING & DRAINAGE 1. ALL DRAINAGE SHALL BE 100mm DIA. UPVC RUN AT MINIMUM GRADE OF 1:60 U.N.O. ALL DRAINAGE SHALL BE 100mm DIA. UPVC RUN AT MINIMUM GRADE OF 1:60 U.N.O. 2. ALL VENT PIPES TO TERMINATE IN ACCORDANCE WITH AS 3500.2 CLAUSE 6.7.4 WHERE NECESSARY OR AS DIRECTED. ALL VENT PIPES TO TERMINATE IN ACCORDANCE WITH AS 3500.2 CLAUSE 6.7.4 WHERE NECESSARY OR AS DIRECTED. 3. ALL I.O.'s UNDER CONCRETE TO BE TAKEN TO SURFACE LEVEL & FITTED WITH APPROVED BRASS SCREW CAP. ALL I.O.'s UNDER CONCRETE TO BE TAKEN TO SURFACE LEVEL & FITTED WITH APPROVED BRASS SCREW CAP. 4. ALL FWG's SHALL HAVE 100mm DIA. RISERS & REMOVABLE METAL SCREW GRATES CHROME PLATED WHERE EXPOSED. ALL FWG's SHALL HAVE 100mm DIA. RISERS & REMOVABLE METAL SCREW GRATES CHROME PLATED WHERE EXPOSED. 5. ALL ORG RISERS SHALL EXTEND TO AN APPROVED REMOVABLE GRATE SET AT 150mm BELOW THE LOWEST FIXTURE ALL ORG RISERS SHALL EXTEND TO AN APPROVED REMOVABLE GRATE SET AT 150mm BELOW THE LOWEST FIXTURE CONNECTED TO THE DRAIN & BE 75mm ABOVE FINISHED GROUND LEVEL IN ACCORDANCE WITH AS 3500.2. 6. WHERE PVC PIPES PENETRATE OR ARE BUILT INTO WALLS OR SLABS THE PIPES SHALL BE LAGGED WITH APPROVED WHERE PVC PIPES PENETRATE OR ARE BUILT INTO WALLS OR SLABS THE PIPES SHALL BE LAGGED WITH APPROVED MATERIAL IN ACCORDANCE WITH AS 3500. 7. MAXIMUM DISTANCE OF UNVENTED BRANCH DRAIN TO FIXTURES, DG's & ORG's IS 10 METRES. MAXIMUM DISTANCE OF UNVENTED BRANCH DRAIN TO FIXTURES, DG's & ORG's IS 10 METRES. 8. MATERIALS: MATERIALS: WASTE & VENT PIPES & FITTINGS: UPVC CLASS 'DWV' TO AS 1260 FITTED WITH FIRESTOP COLLARS AS REQUIRED. HOUSE DRAINAGE: UPVC CLASS 'DWV' TO AS 1260. TRADE WASTE DRAINAGE: HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE HIGH TEMPERATURE PUSH FIT TO MP 52. 9. ALL WC's TO BE SCREW FIXED TO FLOOR WITH NYLON PLUGS & NON-CORROSIVE METAL SCREWS. ALL WC's TO BE SCREW FIXED TO FLOOR WITH NYLON PLUGS & NON-CORROSIVE METAL SCREWS. 10. ALL DISCHARGE PIPES RECEIVING CONDENSATE WASTE INCLUDING TRAPS SHALL BE INSULATED. ALL DISCHARGE PIPES RECEIVING CONDENSATE WASTE INCLUDING TRAPS SHALL BE INSULATED. 11. UNO ANY PIPE OR FITTING BUILT INTO A WALL OR FOOTING SHALL BE WRAPPED WITH A SUITABLE FLEXIBLE MATERIAL NOT UNO ANY PIPE OR FITTING BUILT INTO A WALL OR FOOTING SHALL BE WRAPPED WITH A SUITABLE FLEXIBLE MATERIAL NOT LESS THAN 6mm THICK, OR PASS THROUGH A SLEEVE PROVIDING A CLEAR ANNULAR SPACE OF NOT LESS THAN 6mm RADIUS, TO PERMIT THE PIPE TO BE SEALED IN POSITION WITHOUT RESTRICTING IT'S AXIAL MOVEMENT. WATER MANAGEMENT SYSTEM 1. ALL WC PANS SHALL BE FITTED WITH A 6/3 LITRE DUAL FLUSH TYPE CISTERN WITH A MINIMUM 4-STAR WELS RATING & ALL WC PANS SHALL BE FITTED WITH A 6/3 LITRE DUAL FLUSH TYPE CISTERN WITH A MINIMUM 4-STAR WELS RATING & BE COMPATIBLE WITH THE SIZE OF THE TOILET BOWL TO ALLOW FOR PROPER FUNCTION OF THE TOILET 2. ALL TAPWARE OUTLETS FOR SINKS, TUBS, BASINS TO HAVE A NOMINATED MINIMUM 3-STAR WELS RATING & OPERATE AT AN ALL TAPWARE OUTLETS FOR SINKS, TUBS, BASINS TO HAVE A NOMINATED MINIMUM 3-STAR WELS RATING & OPERATE AT AN AVERAGE FLOW RATE OF MORE THAN 7.5 LIT/MIN BUT NOT MORE THAN 9 LIT/MIN 3. ALL SHOWER OUTLETS TO BE FITTED WITH ROSES HAVING A NOMINATED MINIMUM 3-STAR OR HIGHER WELS RATING & ALL SHOWER OUTLETS TO BE FITTED WITH ROSES HAVING A NOMINATED MINIMUM 3-STAR OR HIGHER WELS RATING & OPERATE AT AN AVERAGE FLOW RATE OF MORE THAN 7.5 LIT/MIN BUT NOT MORE THAN 9 LIT/MIN 4. ALL WATER CONSERVATION & WATER SAVINGS TARGETS WILL BE CARRIED OUT IN ACCORDANCE WITH THE QUEENSLAND ALL WATER CONSERVATION & WATER SAVINGS TARGETS WILL BE CARRIED OUT IN ACCORDANCE WITH THE QUEENSLAND DEVELOPMENT CODE MP4.1 FIRE SERVICES 1. FIRE HOSE REELS SHALL BE MOUNTED AT A SPINDLE HEIGHT SO THAT THE HAND CONTROL VALVE IS 1000mm AFFL & FIRE HOSE REELS SHALL BE MOUNTED AT A SPINDLE HEIGHT SO THAT THE HAND CONTROL VALVE IS 1000mm AFFL & INSTALLED IN ACCORDANCE WITH AS 2441. 2. FIRE HOSE REEL ASSEMBLIES SHALL COMPLY WITH AS 1221. FIRE HOSE REEL ASSEMBLIES SHALL COMPLY WITH AS 1221. 3. MATERIALS: MATERIALS: FIRE SERVICE PIPEWORK INGROUND: PN16 PVC-M & GRIPTITE DICL FITTINGS WITH RUBBER RING JOINTS. FIRE SERVICE PIPEWORK INTERNALLY: MEDIUM GRADE GALVANISED STEEL PIPE WITH VICTAULIC ROLLED GROOVE JOINTS. 4. FIRE MAIN TO BE 100 UNLESS SHOWN OTHERWISE. FIRE MAIN TO BE 100 UNLESS SHOWN OTHERWISE.5. SPECIAL FIRE SERVICES REFERRED TO ARE FIRE MAINS, FIRE HYDRANTS, FIRE HOSE REELS. SPECIAL FIRE SERVICES REFERRED TO ARE FIRE MAINS, FIRE HYDRANTS, FIRE HOSE REELS. 6. FIRE HYDRANT COVERAGE IS ACHIEVED BY A NEW ONSITE HYDRANT USED AS AN ATTACK HYDRANT THROUGH A BOOSTER FIRE HYDRANT COVERAGE IS ACHIEVED BY A NEW ONSITE HYDRANT USED AS AN ATTACK HYDRANT THROUGH A BOOSTER ASSEMBLY (LOCATED ON THE ESPLANADE) 7. AFTER INSTALLATION OF FIRE SERVICE & PRIOR TO COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL CARRY OUT A AFTER INSTALLATION OF FIRE SERVICE & PRIOR TO COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL CARRY OUT A FLOW TEST ON THE MOST DISADVANTAGED FIRE HYDRANT TO ENSURE THAT FIRE COVERAGE IN ACCORDANCE WITH AS 2419.1 IS AVAILABLE. 8. CONTRACTOR TO PROVIDE CERTIFICATION THAT THE INSTALLATION OF THE PIPEWORK & THE FLOW & PRESSURES AVAILABLE CONTRACTOR TO PROVIDE CERTIFICATION THAT THE INSTALLATION OF THE PIPEWORK & THE FLOW & PRESSURES AVAILABLE ARE IN ACCORDANCE WITH AS 2419, BCA & THE QFRS. LP GAS SERVICES 1. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH AS 5601-2012 & AS 1596-2014 ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH AS 5601-2012 & AS 1596-2014 2. IDENTIFICATION OF PIPEWORK SHALL BE IN ACCORDANCE WITH AS 1596 APPENDIX 'E' IDENTIFICATION OF PIPEWORK SHALL BE IN ACCORDANCE WITH AS 1596 APPENDIX 'E' 3. MATERIALS: MATERIALS: LP GAS SUPPLY SERVICE: COPPER TYPE 'B' TO AS 1432 4. ALL WORK TO BE CARRIED OUT BY A LICENSED GAS INSTALLER ALL WORK TO BE CARRIED OUT BY A LICENSED GAS INSTALLER 5. IT IS NOTED THAT THERE IS AN EXISTING GAS INSTALLATION ON THIS SITE. THE GAS WORKS SHOWN ON THESE DRAWINGS IT IS NOTED THAT THERE IS AN EXISTING GAS INSTALLATION ON THIS SITE. THE GAS WORKS SHOWN ON THESE DRAWINGS REFLECT ONLY THE SCOPE OF WORKS INVESTIGATED & REQUIRED WITHIN THE AREA OF WORKS FOR THIS CONTRACT. REFERENCE IS MADE TO THE PETROLEUM AND GAS ACT 2004 - SECTION 734(A) FOR THE GAS INSTALLER TO BE RESPONSIBLE FOR CERTIFICATION OF THE EXISTING LP GAS SERVICES & ALLOW FOR RECTIFICATION WORKS AS A SEPARABLE TENDER ITEM.
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ESPLANADE
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HOT WATER
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SANITARY PLUMBING & DRAINAGE
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TEPID WATER
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EXISTING STORMWATER
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COLD WATER
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STORMWATER
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EXISTING SEWER
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FIRE MAIN
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VENT
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SW
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W
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LP GAS
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EXISTING COLD WATER
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EXISTING HOT WATER
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EXISTING LP GAS
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/
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C
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TRADE WASTE
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T
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WATER METER
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INSPECTION OPENING TO SURFACE
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TAPWARE OUTLET
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STOP VALVE IN BOX IN GROUND
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STOP VALVE
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TUNDISH
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DROPPER
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RISER
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LEGEND:
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ABBREVIATIONS:
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PIPEWORK:
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SYMBOLS:
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[
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CHECK VALVE
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"T" DROPPER
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REDUCED PRESSURE ZONE DEVICE
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INSPECTION OPENING
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TEMPERING VALVE
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THERMOSTATIC MIXING VALVE
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OVERFLOW RELIEF/DISCONNECTOR GULLY
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600x600 STORMWATER PIT
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450x450 STORMWATER PIT
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300x300 STORMWATER PIT
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HOSE COCK
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FIRE HOSE REEL
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FIXTURE OUTLET
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FLOOR WASTE GULLY
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1050%%C SEWER MANHOLE
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900x600 STORMWATER PIT
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BUCKET TRAP
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GREASE INTERCEPTOR TRAP
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STACK / DOWNPIPE
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ELEVATED PIPE DROPPER
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DUAL HEADED PILLAR HYDRANT
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AFFL ABOVE FINISHED FLOOR LEVEL ABOVE FINISHED FLOOR LEVEL AFGL ABOVE FINISHED GROUND LEVEL ABOVE FINISHED GROUND LEVEL AC AIR CONDITIONING AIR CONDITIONING B BASIN BASIN BT BUCKET TRAP BUCKET TRAP CA CEILING ABOVE CEILING ABOVE CS CLEANERS SINK CLEANERS SINK Cu COPPER COPPER CV CHECK VALVE CHECK VALVE CW COLD WATER COLD WATER CWR COLD WATER RISER COLD WATER RISER DF DRINKING FOUNTAIN DRINKING FOUNTAIN DP DOWNPIPE DOWNPIPE DW DISHWASHER DISHWASHER DWC DISABLED WATER CLOSET DISABLED WATER CLOSET EIL EXISTING INVERT LEVEL EXISTING INVERT LEVEL E/ EXISTING EXISTING FFL FINISHED FLOOR LEVEL FINISHED FLOOR LEVEL FGL FINISHED GROUND LEVEL FINISHED GROUND LEVEL FH FIRE HYDRANT FIRE HYDRANT FHR FIRE HOSE REEL FIRE HOSE REEL FM FIRE MAIN FIRE MAIN FU FIXTURE UNIT FIXTURE UNIT FWG FLOOR WASTE GULLY FLOOR WASTE GULLY GALV GALVANIZED GALVANIZED GTV GREASE TRAP VENT GREASE TRAP VENT GV GROUP VENT GROUP VENT HC HOSE COCK HOSE COCK HCB HOUSE CONNECTION BRANCH HOUSE CONNECTION BRANCH HD HOUSE DRAINAGE HOUSE DRAINAGE HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE H/L HIGH LEVEL HIGH LEVEL HW HOT WATER HOT WATER HWU HOT WATER UNIT HOT WATER UNIT IL INVERT LEVEL INVERT LEVEL IO INSPECTION OPENING INSPECTION OPENING IOS INSPECTION OPENING TO SURFACE INSPECTION OPENING TO SURFACE JU JUMP UP JUMP UP LIT LEVEL INVERT TAPER LEVEL INVERT TAPER LPG LIQUEFIED PETROLEUM GAS LIQUEFIED PETROLEUM GAS MH MANHOLE MANHOLE MSB MAIN SWITCH BOARD MAIN SWITCH BOARD NPCW NON-POTABLE COLD WATER NON-POTABLE COLD WATER NTS NOT TO SCALE NOT TO SCALE ORG OVERFLOW RELIEF GULLY OVERFLOW RELIEF GULLY P/B 'P' TRAP BASIN 'P' TRAP BASIN PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE REG REGULATOR REGULATOR RL REDUCED LEVEL REDUCED LEVEL RPZD REDUCED PRESSURE ZONE DEVICE REDUCED PRESSURE ZONE DEVICE S SINK SINK SHC SHROUDED HOSE COCK SHROUDED HOSE COCK SHR SHOWER SHOWER S/S STAINLESS STEEL STAINLESS STEEL S/TRAY SAFE TRAY SAFE TRAY SV STOP VALVE STOP VALVE SW STORMWATER STORMWATER TBR TO BE REMOVED TO BE REMOVED TD TUNDISH TUNDISH TMV THERMOSTATIC MIXING VALVE THERMOSTATIC MIXING VALVE TR TO REMAIN TO REMAIN TV TEMPERING VALVE TEMPERING VALVE TW TEPID WATER TEPID WATER TWD TRADE WASTE DRAINAGE TRADE WASTE DRAINAGE TWVP TRADEWASTE VENT PIPE TRADEWASTE VENT PIPE U/B UNDERBENCH UNDERBENCH U/G UNDERGROUND UNDERGROUND UPVC UNPLASTISIZED POLYVINYL CHLORIDE UNPLASTISIZED POLYVINYL CHLORIDE UR URINAL URINAL U/S UNDERSIDE UNDERSIDE VP VENT PIPE VENT PIPE VPR VENT PIPE RISER VENT PIPE RISER WC WATER CLOSET WATER CLOSET WP WASTE PIPEWASTE PIPE
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NON-POTABLE WATER
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EXISTING SERVICES TO BE REMOVED
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ROOF
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DETAILS/CALLOUTS
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IOS
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HYDRAULIC CONSULTANTS
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CLIENT
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AMENDMENTS
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ARCHITECT
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FAX. - (07) 4051 5016
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PHONE - (07) 4051 5116
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P.O. BOX 857N, NORTH CAIRNS.
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4/131 SCOTT STREET, BUNGALOW
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BUILDING HYDRAULIC SERVICES DESIGN / ABN 85 105 215 432
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AHSCA
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7
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6
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5
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4
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3
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2
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1
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0
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BAR SCALE: - CHECK DRAWING PLOT SIZE FOR ACCURACY
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HYDRAULIC SERVICES PROPOSED DEMOLITION PLAN
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COURTHOUSE HOTEL REFURBISHMENT, ABBOTT STREET, CAIRNS
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CAIRNS REGIONAL COUNCIL
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P1
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PRELIMINARY ISSUE
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DATE
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SCALE
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DRAWN
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CHECKED
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AS SHOWN @ A1
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SEP 2018
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CCR
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GJG
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DESIGNED
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CCR
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JOB No./DWG. No./ISSUE
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183474/HS001/P2
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ABBOTT STREET
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SPENCE STREET
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SHIELDS STREET
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08/04/19
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EXISTING FIRE MAIN
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PIPING SCHEDULE
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PIPE TYPE
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AREA
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MATERIALS
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DESCRIPTION
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Email: [email protected]
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PH: 07 4051 4088 FAX: 07 4031 1080
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3 SCOTT STREET, CAIRNS Q 4870
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COMBINED FIRE & WATER MAIN
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P2
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PRELIMINARY ISSUE
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21/05/19
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LP
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A R C H I T E C T S
ANDPRINCEPTY. LTD.
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Bin
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Bin
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E/32 WM TO REMAIN
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E/ 40mm HDPE LP GAS
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E/ LP GAS SERVICE TO BE REMOVED
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E/32 COM-MAIN TO BE REMOVED
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E/SV
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E/FH
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E/ LP GAS METER & REGULATOR TO REMAIN
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E/ WATER SERVICE
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REFER TO HS003 FOR CONTINUATION OF EXISTING SANITARY PLUMBING & TRADEWASTE DRAINAGE TO COURTHOUSE REFER TO HS004 FOR CONTINUATION OF EXISTING WATER & LP GAS SERVICES RETICULATION TO COURTHOUSE
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EXISTING FH
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EXISTING FH
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EXISTING FIRE HYDRANT BOOSTER
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ASSUMED LOCATION OF EXISTING FIRE MAIN
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T H E E S P A N A D E
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A B B O T T S T R E E T
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S H I E L D S S T R E E T
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36 ABBOTT STREET
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COURT HOUSE
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CAIRNS ART GALLERY
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MANTRA ESPLANADE
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E/25 MANTRA NON POTABLE CW SERVICE TO BE REMOVED AND REPLACED
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E/STORMWATER TO BE REMOVED
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E/STORMWATER TO BE REMOVED
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[
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EXISTING WATER FEATURE SUPPLY TO REMAIN
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EXISTING POOL SUPPLY TO REMAIN
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LOCATION OF EXISTING UNDERGROUND SERVICES IN FRONT COURTYARD HAVE NOT BEEN VERIFIED AND ARE PLOTTED FROM SURVEY WHICH ASSUMES LOCATION. VERIFY LOCATION AND REMOVE EXISTING SERVICES AS SHOWN
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CONTRACTOR TO LOCATE & REPLACE EXISTING 25 NPCW SERVICE ANDRECONNECT TO EXISTING IRRIGATION
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REPLACE EXISTING NPCW HC's IN GARDEN WITH NEW HALGAN POLYETHYLENE HOSE TAP BOLLARDS
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HC (TBR)
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HC (TBR)
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E/100 FIRE MAIN
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CONTRACTOR TO ALLOW TO MAKE GOOD TO KERB & CHANNEL FOR ANY SERVICES THAT ARE REMOVED
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EXISTING MANTRA STORMWATER MANHOLE. PLOTTED FROM RECORDS
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E/300 CONC SW PROVISION
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ISSUE SUBJECT DATE
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HYDRAULIC CONSULTANTS
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CLIENT
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TITLE
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PROJECT
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AMENDMENTS
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ARCHITECT
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FAX. - (07) 4051 5016
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PHONE - (07) 4051 5116
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P.O. BOX 857N, NORTH CAIRNS.
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4/131 SCOTT STREET, BUNGALOW
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BUILDING HYDRAULIC SERVICES DESIGN / ABN 85 105 215 432
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AHSCA
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7
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6
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5
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4
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3
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2
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1
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0
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BAR SCALE: - CHECK DRAWING PLOT SIZE FOR ACCURACY
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HYDRAULIC SERVICES SITE SERVICES DEMOLITION
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COURTHOUSE HOTEL REFURBISHMENT, ABBOTT STREET, CAIRNS
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CAIRNS REGIONAL COUNCIL
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DATE
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SCALE
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DRAWN
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CHECKED
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1:100 @ A1
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SEP 2018
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CCR
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GJG
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DESIGNED
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CCR
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JOB No./DWG. No./ISSUE
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183474/HS002/P2
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P1
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PRELIMINARY ISSUE
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08/04/19
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Email: [email protected]
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PH: 07 4051 4088 FAX: 07 4031 1080
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3 SCOTT STREET, CAIRNS Q 4870
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P2
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PRELIMINARY ISSUE
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21/05/19
clarkej
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GILBOYHYDRAULICSOLUTIONS
A R C H I T E C T S
ANDPRINCEPTY. LTD.
CLARKE
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[
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VERANDAH
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SERVERY
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KITCHEN
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WASH
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COLD ROOM
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FREEZE
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LAUNDRY
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MANAGERS
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GREAT HALL
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STORE
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PASSAGEWAY
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PASSAGEWAY
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PWD
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MALE
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FEM
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EXISTING COUNCIL SEWER M/H No. H6/1
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EXISTING INTERNAL M/H (TR)
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EXISTING INTERNAL M/H (TR)
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EXISTING INTERNAL M/H (TR)
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PASSAGEWAY
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E/HCB TO REMAIN AND BE REUSED
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ALL EXISTING INGROUND DRAINAGE TO BE MADE REDUNDANT AND REMOVED
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ALL EXISTING SUSPENDED HOUSE DRAINAGE TO AMENITIES TO BE REMOVED
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EXISTING PIPEWORK AND FIXTURES SHOWN ARE APPROXIMATE ONLY AND PLOTTED FROM RECORDS.
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DEMOLISH FIXTURES WITHIN ZONE SHOWN DASHED.
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ALL EXISTING SUSPENDED HOUSE DRAINAGE TO BE REMOVED
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E/ORG (TBR)
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E/ MANHOLE (TBR)
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E/ HD MANHOLE (TBR)
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E/ 2000L CONC GREASE INTERCEPTOR TRAP (TO BE REMOVED)
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E/ 150 PVC INTERNAL PRIVATE SEWER
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E/ 150 PVC INTERNAL PRIVATE SEWER TO REMAIN
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E/ 150 PVC TO REMAIN
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E/IOS
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EXISTING HOUSE DRAINAGE
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EXISTING TWD (TR)
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E/ HOUSE DRAINAGE (TBR)
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E/FWG (TBR)
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E/FWG (TBR)
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E/ TWD (TBR)
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EXISTING SUSPENDED DRAINAGE TO REMAIN UNLESS NOTED OTHERWISE
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EXISTING U/G DRAINAGE TO BE REMOVED UP TO MANHOLE CONNECTION POINT
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E/ DW UPSTAND
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EXISTING PIPEWORK AND FIXTURES SHOWN ARE APPROXIMATE ONLY AND PLOTTED FROM RECORDS.
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E/ 225 VC COUNCIL SEWER
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EXISTING HOUSE DRAINAGE IN GROUND TO BE REMOVED
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EXISTING TRADEWASTE DRAINAGE TO KITCHEN FIXTURES TO REMAIN (TYPICAL)
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ASBESTOS NOTICE: THE PLUMBING SUBCONTRACTOR & BUILDER ARE TO SOURCE THE ASBESTOS RECORDS AVAILABLE FROM THE PRINCIPAL ON SITE & DETERMINE & MANAGE THE CORRECT PROCEDURE FOR THE PENETRATION, REMOVAL & DISPOSAL OF ALL ASBESTOS PRODUCTS REQUIRED TO BE DISTURBED UNDER THIS CONTRACT. WORKPLACE HEALTH & SAFETY OBLIGATIONS WITH REGARD TO ASBESTOS MUST COMPLY WITH 'THE WORKPLACE HEALTH & SAFETY ACT 2011'. THIS ESTABLISHES MANDATORY REQUIREMENTS FOR CONTROLLING ASBESTOS HAZARDS THROUGH : - WORKPLACE HEALTH & SAFETY REGULATION 2011 - NATIONAL CODE OF PRACTICE FOR THE MANAGEMENT & CONTROL OF ASBESTOS IN WORKPLACES (ASBESTOS MANAGEMENT CODE) - NATIONAL CODE OF PRACTICE FOR THE SAFE REMOVAL OF ASBESTOS
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A B B O T T S T R E E T
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E/DP'S (TBR)
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E/DP (TBR)
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E/DP (TBR)
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E/DP'S (TBR)
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E/DP (TBR)
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E/DP (TBR)
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E/DP & PIT (TBR)
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E/DP (TBR)
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E/DP (TBR)
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E/DP (TBR)
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E/DP (TBR)
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[
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EXISTING STORMWATER PIPEWORK IN GROUND TO K&C TO BE REMOVED
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EXISTING STORMWATER PIPEWORK IN GROUND TO K&C TO BE REMOVED
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E/VP (TBR)
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E/VP (TBR)
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E/SW PIT (TBR)
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APPROX LOCATION OF E/SW PIT (TBR)
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E/SW PIT (TBR)
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E/ PIT (TBR)
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E/SW PIT (TBR)
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E/SW PIT (TBR)
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E/SW PIT (TBR)
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E/SW PIT (TBR)
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[
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APPROXIMATE LOCATION OF EXISTING 300 CONCRETE STORMWATER PIPE TO REMAIN
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APPROXIMATE LOCATION OF EXISTING SW PIT AND DRAINAGE TO REMAIN
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E/ TWD (TBR)
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E/FWG (TBR)
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E/TD (TBR)
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E/ TWD (TR)
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E/FWG (TBR)
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E/ TRADEWASTE VENT PIPE RISES IN VOID TO ATMOSPHERE (TO REMAIN)
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REFER TO HS002 FOR CONTINUATION
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REFER TO HS002 FOR CONTINUATION
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E/PIT (TBR)
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E/ORG (TBR)
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E/VP (TBR)
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E/SW (TBR)
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E/VP (TBR)
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ASSUMED LOCATION OF EXISTING STORMWATER IN GROUND TO BE REMOVED
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E/SW (TBR)
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[
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CAP
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ASSUMED LOCATION OF EXISTING STORMWATER PIPEWORK TO BE REMOVED
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RAISED CONCRETE PLINTH TO BE DEMOLISHED, REFER TO ARCHITECTURAL PLAN FOR DETAILS
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E/ G/DR (TBR)
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E/ MANHOLE (TBR)
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E/SW PIT (TBR)
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EXISTING 225 S/W TO BE LOCATED AND CAPPED U/G
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[
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ISSUE SUBJECT DATE
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HYDRAULIC CONSULTANTS
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CLIENT
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TITLE
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PROJECT
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AMENDMENTS
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ARCHITECT
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FAX. - (07) 4051 5016
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PHONE - (07) 4051 5116
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P.O. BOX 857N, NORTH CAIRNS.
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4/131 SCOTT STREET, BUNGALOW
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BUILDING HYDRAULIC SERVICES DESIGN / ABN 85 105 215 432
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AHSCA
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7
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6
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5
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4
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3
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2
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1
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0
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BAR SCALE: - CHECK DRAWING PLOT SIZE FOR ACCURACY
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HYDRAULIC SERVICES SANITARY PLUMBING & DRAINAGE DEMOLITION
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COURTHOUSE HOTEL REFURBISHMENT, ABBOTT STREET, CAIRNS
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CAIRNS REGIONAL COUNCIL
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DATE
AutoCAD SHX Text
SCALE
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DRAWN
AutoCAD SHX Text
CHECKED
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1:100 @ A1
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SEP 2018
AutoCAD SHX Text
CCR
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GJG
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DESIGNED
AutoCAD SHX Text
CCR
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JOB No./DWG. No./ISSUE
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183474/HS003/P2
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P1
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PRELIMINARY ISSUE
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08/04/19
AutoCAD SHX Text
Email: [email protected]
AutoCAD SHX Text
PH: 07 4051 4088 FAX: 07 4031 1080
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3 SCOTT STREET, CAIRNS Q 4870
AutoCAD SHX Text
P2
AutoCAD SHX Text
PRELIMINARY ISSUE
AutoCAD SHX Text
21/05/19
clarkej
Placed Image
GILBOYHYDRAULICSOLUTIONS
A R C H I T E C T S
ANDPRINCEPTY. LTD.
CLARKE
Agenda – Ordinary Meeting 25 September 2019 - #6165597
318
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[
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VERANDAH
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SERVERY
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KITCHEN
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WASH
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COLD ROOM
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FREEZE
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LAUNDRY
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MANAGERS
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GREAT HALL
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STORE
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PASSAGEWAY
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PASSAGEWAY
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PWD
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MALE
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FEM
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EXISTING LP GAS HOT WATER PLANT TO BE REMOVED
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EXISTING CW SUPPLY IN GROUND TO BE REMOVED
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EXISTING HW, & LP GAS RUN UNDER FLOOR BE CUT BACK AND REMOVED. EXITING CW TO REMAIN
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APPROXIMATE LOCATION OF EXISTING LP GAS METER & REGULATOR TO REMAIN
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EXISTING LP GAS MANIFOLD TO FIXTURES TO REMAIN
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EXISTING HW, CW & LP GAS RUN UNDER FLOOR TO REMAIN
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CONTRACTOR TO ALLOW TO LOCATE E/ HW CAPPED POINT UNDER FLOOR THAT WAS PREVIOUSLY MADE REDUNDANT DURING 2001 REFURBISHMENT. ALLOW TO CUT BACK EXISTING HW PIPEWORK AS NECESSARY TO ENSURE NO DEAD LEG OF STAGNANT WATER
AutoCAD SHX Text
E/FHR (TR)
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E/FHR (TR)
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APPROXIMATE LOCATION OF E/ CW SUPPLY UNDER FLOOR TO REMAIN
AutoCAD SHX Text
EXISTING WATER SERVICES TO AMENITIES TO BE REMOVED
AutoCAD SHX Text
EXISTING WATER SERVICES TO AMENITIES TO BE REMOVED
AutoCAD SHX Text
EXISTING AMENITIES FIXTURES TO BE REMOVED, REFER TO ARCHITECTURAL DOCUMENTATION FOR EXTENT OF DEMOLITION.
AutoCAD SHX Text
EXISTING CW SUPPLY UNDER FLOOR TO REMAIN
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EXISTING PIPEWORK AND FIXTURES SHOWN ARE APPROXIMATE ONLY AND PLOTTED FROM RECORDS.
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[
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EXISTING CW SUPPLY TO FIXTURE TO BE REMOVED AS NECESSARY TO SUIT NEW WORKS
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EXISTING CW PIPEWORK UNDER FLOOR TO REMAIN FOR FITOUT EXTENSION
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ASBESTOS NOTICE: THE PLUMBING SUBCONTRACTOR & BUILDER ARE TO SOURCE THE ASBESTOS RECORDS AVAILABLE FROM THE PRINCIPAL ON SITE & DETERMINE & MANAGE THE CORRECT PROCEDURE FOR THE PENETRATION, REMOVAL & DISPOSAL OF ALL ASBESTOS PRODUCTS REQUIRED TO BE DISTURBED UNDER THIS CONTRACT. WORKPLACE HEALTH & SAFETY OBLIGATIONS WITH REGARD TO ASBESTOS MUST COMPLY WITH 'THE WORKPLACE HEALTH & SAFETY ACT 2011'. THIS ESTABLISHES MANDATORY REQUIREMENTS FOR CONTROLLING ASBESTOS HAZARDS THROUGH : - WORKPLACE HEALTH & SAFETY REGULATION 2011 - NATIONAL CODE OF PRACTICE FOR THE MANAGEMENT & CONTROL OF ASBESTOS IN WORKPLACES (ASBESTOS MANAGEMENT CODE) - NATIONAL CODE OF PRACTICE FOR THE SAFE REMOVAL OF ASBESTOS
AutoCAD SHX Text
E/SV
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E/REG
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A B B O T T S T R E E T
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EXISTING CW SUPPLY ON WALL TO BE REMOVED
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E/ CW PIPE AND VALVE TO BE REMOVED
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APPROXIMATE LOCATION OF EXISTING RPZD TO REMAIN
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[
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[
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E/25 MANTRA NON POTABLE CW SERVICE TO BE REMOVED AND REPLACED
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HC (TBR)
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HC (TBR)
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E/25 MANTRA NON POTABLE CW SERVICE TOBE REMOVED AND REPLACED (REFER TO HS002)
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E/SV (TBR)
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E/HC (TBR)
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EXISTING WATER FEATURE SUPPLY TO REMAIN
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E/25 MANTRA NON POTABLE CW SERVICE TOBE REMOVED AND REPLACED (REFER TO HS002)
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E/HC (TBR)
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E/HC (TBR)
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E/IRRIGATION VALVE TO REMAIN
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ASSUMED LOCATION OF EXISTING NON POTABLE COLD WATER U/G TO BE REMOVED
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DISCONNECT KITCHEN CW SUPPLY FROM EXISTING COM-MAIN TO ALLOW FOR WATER SERVICE METERING
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ISSUE SUBJECT DATE
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HYDRAULIC CONSULTANTS
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
PROJECT
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AMENDMENTS
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ARCHITECT
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AutoCAD SHX Text
FAX. - (07) 4051 5016
AutoCAD SHX Text
PHONE - (07) 4051 5116
AutoCAD SHX Text
P.O. BOX 857N, NORTH CAIRNS.
AutoCAD SHX Text
4/131 SCOTT STREET, BUNGALOW
AutoCAD SHX Text
BUILDING HYDRAULIC SERVICES DESIGN / ABN 85 105 215 432
AutoCAD SHX Text
AHSCA
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
0
AutoCAD SHX Text
BAR SCALE: - CHECK DRAWING PLOT SIZE FOR ACCURACY
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HYDRAULIC SERVICES WATER & LP GAS SERVICES DEMOLITION
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COURTHOUSE HOTEL REFURBISHMENT, ABBOTT STREET, CAIRNS
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CAIRNS REGIONAL COUNCIL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
1:100 @ A1
AutoCAD SHX Text
SEP 2018
AutoCAD SHX Text
CCR
AutoCAD SHX Text
GJG
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CCR
AutoCAD SHX Text
JOB No./DWG. No./ISSUE
AutoCAD SHX Text
183474/HS004/P2
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P1
AutoCAD SHX Text
PRELIMINARY ISSUE
AutoCAD SHX Text
08/04/19
AutoCAD SHX Text
Email: [email protected]
AutoCAD SHX Text
PH: 07 4051 4088 FAX: 07 4031 1080
AutoCAD SHX Text
3 SCOTT STREET, CAIRNS Q 4870
AutoCAD SHX Text
P2
AutoCAD SHX Text
PRELIMINARY ISSUE
AutoCAD SHX Text
21/05/19
clarkej
Placed Image
GILBOYHYDRAULICSOLUTIONS
A R C H I T E C T S
ANDPRINCEPTY. LTD.
CLARKE
Agenda – Ordinary Meeting 25 September 2019 - #6165597
319
AutoCAD SHX Text
ALL EXISTING ROOF GUTTERS AND DOWNPIPES TO BE REMOVED, REFER TO ARCHITECTURAL DOCUMENTATION FOR DETAILS
AutoCAD SHX Text
E/VP (TBR)
AutoCAD SHX Text
E/VP (TBR)
AutoCAD SHX Text
E/VP (TBR)
AutoCAD SHX Text
ALL EXISTING ROOF GUTTERS AND DOWNPIPES TO BE REMOVED, REFER TO ARCHITECTURAL DOCUMENTATION FOR DETAILS
AutoCAD SHX Text
E/DP (TBR)
AutoCAD SHX Text
E/DP (TBR)
AutoCAD SHX Text
E/DP (TBR)
AutoCAD SHX Text
E/DP & SPREADER (TBR)
AutoCAD SHX Text
E/DP (TBR)
AutoCAD SHX Text
E/DP (TBR)
AutoCAD SHX Text
E/DP, RAINHEAD & OVERFLOW (TBR)
AutoCAD SHX Text
E/DP (TBR)
AutoCAD SHX Text
E/DP (TBR)
AutoCAD SHX Text
E/DP (TBR)
AutoCAD SHX Text
E/DP (TBR)
AutoCAD SHX Text
E/DP & SPREADER (TBR)
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E/DP (TBR)
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E/DP (TBR)
AutoCAD SHX Text
E/DP (TBR)
AutoCAD SHX Text
E/DP (TBR)
AutoCAD SHX Text
E/DP (TBR)
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E/VPR (TBR)
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E/VENT PIPE RISER TO BE REMOVED AND REINSTATED FOLLOWING ROOF SHEETING REPLACEMENT
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E/DP (TBR)
AutoCAD SHX Text
E/RAINHEAD (TBR)
AutoCAD SHX Text
E/RAINHEAD (TBR)
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E/DP (TBR)
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E/DP & SPREADER (TBR)
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E/VPR (TBR)
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E/DP & SPREADER (TBR)
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ISSUE SUBJECT DATE
AutoCAD SHX Text
HYDRAULIC CONSULTANTS
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
PROJECT
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AMENDMENTS
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ARCHITECT
AutoCAD SHX Text
AutoCAD SHX Text
FAX. - (07) 4051 5016
AutoCAD SHX Text
PHONE - (07) 4051 5116
AutoCAD SHX Text
P.O. BOX 857N, NORTH CAIRNS.
AutoCAD SHX Text
4/131 SCOTT STREET, BUNGALOW
AutoCAD SHX Text
BUILDING HYDRAULIC SERVICES DESIGN / ABN 85 105 215 432
AutoCAD SHX Text
AHSCA
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
0
AutoCAD SHX Text
BAR SCALE: - CHECK DRAWING PLOT SIZE FOR ACCURACY
AutoCAD SHX Text
HYDRAULIC SERVICES ROOF PLAN DEMOLITION
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COURTHOUSE HOTEL REFURBISHMENT, ABBOTT STREET, CAIRNS
AutoCAD SHX Text
CAIRNS REGIONAL COUNCIL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
1:100 @ A1
AutoCAD SHX Text
SEP 2018
AutoCAD SHX Text
CCR
AutoCAD SHX Text
GJG
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CCR
AutoCAD SHX Text
JOB No./DWG. No./ISSUE
AutoCAD SHX Text
183474/HS005/P2
AutoCAD SHX Text
P1
AutoCAD SHX Text
PRELIMINARY ISSUE
AutoCAD SHX Text
08/04/19
AutoCAD SHX Text
Email: [email protected]
AutoCAD SHX Text
PH: 07 4051 4088 FAX: 07 4031 1080
AutoCAD SHX Text
3 SCOTT STREET, CAIRNS Q 4870
AutoCAD SHX Text
P2
AutoCAD SHX Text
PRELIMINARY ISSUE
AutoCAD SHX Text
21/05/19
clarkej
Placed Image
.
LP
GILBOYHYDRAULICSOLUTIONS
A R C H I T E C T S
ANDPRINCEPTY. LTD.
CLARKE
Agenda – Ordinary Meeting 25 September 2019 - #6165597
320
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Bin
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Bin
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E/32 WM
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E/ 40mm HDPE LP GAS
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40 PN20 PE100 COM-MAIN150 POLYPROPYLENE SW @ 1:10050 PN12 SDR11 LP GAS (WITH DETECTABLE MARKER TAPE)
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E/SV
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E/FH
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RECONNECT NEW 40 LP GAS SERVICETO E/ LP GAS METER & REGULATOR
AutoCAD SHX Text
DHPH
AutoCAD SHX Text
E/WATER SERVICE
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REFER TO HS007 FOR CONTINUATION OF NEW SANITARY PLUMBING & TRADEWASTE DRAINAGE TO COURTHOUSE REFER TO HS008 FOR CONTINUATION OF NEW WATER & LP GAS SERVICES RETICULATION TO COURTHOUSE
AutoCAD SHX Text
EXISTING FH
AutoCAD SHX Text
EXISTING FH
AutoCAD SHX Text
EXISTING FIRE HYDRANT BOOSTER
AutoCAD SHX Text
ASSUMED LOCATION OF EXISTING FIRE MAIN
AutoCAD SHX Text
100 PN16 PVC-M FIRE MAIN U/G
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T H E E S P A N A D E
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A B B O T T S T R E E T
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S H I E L D S S T R E E T
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36 ABBOTT STREET
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COURT HOUSE
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CAIRNS ART GALLERY
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MANTRA ESPLANADE
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LOCATE AND CONNECT NEW 100 FIREMAIN TO EXISTING FIRE MAIN U/G
AutoCAD SHX Text
100 PN16 PVC-M FIRE MAIN U/G
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100 GALV FIRE MAIN ON U/S OF FLOOR
AutoCAD SHX Text
100 GALV FM ON U/S OF FLOOR
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APPROXIMATE LOCATION OF E/ 300 CONC SW, CAPPED AT ENDFOR CONNECTION OF COURTHOUSE STORMWATER DRAINAGE. PLOTTED FROM 'CALYPSO PLAZA' DOCUMENTATION 1998
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150 POLYPROPYLENE SW @ 1:100 RUN INCOMMON SERVICES CORRIDOR, REFER TO ELECTRICAL & CIVIL DOCUMENTATION
AutoCAD SHX Text
150 STORMWATER DISCHARGING TO BACK OF EXISTING KERB INLET PITLOCATE PIT ON SITE AND DIRECT STORMWATER AS NECESSARY
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FIRE MAIN TO PENETRATE TO UNDER FLOOR SPACE THROUGH EXISTING HOLE IN WALL/FOOTING
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32 POLY COM-MAIN U/G
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150 SW @ 1:100
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REPLACE E/ SINGLE FH WITH TWIN OUTLET DHPH
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450x450 SW PIT
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450x450 SW PIT
AutoCAD SHX Text
600x600 SW PIT
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225 PPE SW
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225 PPE SW
AutoCAD SHX Text
225 PPE SW
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EXISTING MANTRA STORMWATER MANHOLE. PLOTTED FROM RECORDS
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LOCATE & CONNECT NEW 300 SW TO EXISTING 300 SW PROVISION
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E/300 RCP COUNCIL STORMWATER
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E/300 RCP COUNCIL STORMWATER
AutoCAD SHX Text
E/KIP
AutoCAD SHX Text
ISSUE SUBJECT DATE
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HYDRAULIC CONSULTANTS
AutoCAD SHX Text
CLIENT
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TITLE
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PROJECT
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AMENDMENTS
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ARCHITECT
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FAX. - (07) 4051 5016
AutoCAD SHX Text
PHONE - (07) 4051 5116
AutoCAD SHX Text
P.O. BOX 857N, NORTH CAIRNS.
AutoCAD SHX Text
4/131 SCOTT STREET, BUNGALOW
AutoCAD SHX Text
BUILDING HYDRAULIC SERVICES DESIGN / ABN 85 105 215 432
AutoCAD SHX Text
AHSCA
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
0
AutoCAD SHX Text
BAR SCALE: - CHECK DRAWING PLOT SIZE FOR ACCURACY
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HYDRAULIC SERVICES SITE SERVICES PLAN
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COURTHOUSE HOTEL REFURBISHMENT, ABBOTT STREET, CAIRNS
AutoCAD SHX Text
CAIRNS REGIONAL COUNCIL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
1:100 @ A1
AutoCAD SHX Text
SEP 2018
AutoCAD SHX Text
CCR
AutoCAD SHX Text
GJG
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CCR
AutoCAD SHX Text
JOB No./DWG. No./ISSUE
AutoCAD SHX Text
183474/HS006/P2
AutoCAD SHX Text
P1
AutoCAD SHX Text
PRELIMINARY ISSUE
AutoCAD SHX Text
08/04/19
AutoCAD SHX Text
Email: [email protected]
AutoCAD SHX Text
PH: 07 4051 4088 FAX: 07 4031 1080
AutoCAD SHX Text
3 SCOTT STREET, CAIRNS Q 4870
AutoCAD SHX Text
P2
AutoCAD SHX Text
PRELIMINARY ISSUE
AutoCAD SHX Text
21/05/19
clarkej
Placed Image
GILBOYHYDRAULICSOLUTIONS
A R C H I T E C T S
ANDPRINCEPTY. LTD.
CLARKE
Agenda – Ordinary Meeting 25 September 2019 - #6165597
321
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ASSUMED MECHANICAL AC CONDENSATE IN CA
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[
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[
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COLD ROOM
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COLD ROOM
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STORE
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WASH UP
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KITCHEN
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SERVERY
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TOURIST & SOUVENIR DESK
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INTERNET LOUNGE
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VERANDAH
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CLERKS ROOM
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OFFICE
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COMMS
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PWD
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EXISTING COUNCIL SEWER M/H No. H6/1
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E/ 225 VC COUNCIL SEWER
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E/ 150 PVC INTERNAL PRIVATE SEWER
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E/ 150 PVC INTERNAL PRIVATE SEWER
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E/ 150 PVC
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EXISTING INTERNAL M/H
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EXISTING INTERNAL M/H
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EXISTING INTERNAL M/H
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MECH
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MECH
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JURY ROOM
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COURT REPORTERS ROOM
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COURT HOUSE
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MALE
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FEMALE
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PASSAGEWAY
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CLNR
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100 UPVC HOUSE DRAINAGE @ 1:60
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100 UPVC @ 1:60
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100 UPVC @ 1:60
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65
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50
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100
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100
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100
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50
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50
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50
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100 UPVC @ 1:60
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50
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50
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50
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100
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100
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50
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50
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ORG
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100
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FWG
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HWU TD & S/TRAY ON WALL ABOVE CS
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UR
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UR
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UR
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D/FWG
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IO
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IO
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FWG
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CS
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3x P/B
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FWG
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100
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P/B
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AC TD
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FWG
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DWC
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WC
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IOS
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WC
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WC
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WC
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WC
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WC
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IOS
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IOS
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WC
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WC
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IOS
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65
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AC TD
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AC TD
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NEW 900x600mm CONC M/H WITH CLASS B COVER
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P/B
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P/B
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50 VP RISE IN WALL TO ATMOSPHERE
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65 VP RISE IN WALL TO ATMOSPHERE
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TRAPPED TUNDISH UNDER BENCH FOR MECHANICAL CONDENSATE DISCHARGE
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EXISTING TRADEWASTE
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COLD ROOM TD
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BT
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E/DW
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BT
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BT
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BT
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BT
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CONTRACTOR TO ALLOW TO INVESTIGATE EXISTANCE OF EXISTING BASKET TRAPS AND RETROFIT BASKET TRAP TO EXISTING FWG'S IF NOT INSTALLED (TYPICAL)
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E/TD
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E/B
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E/S
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E/S
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E/S
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E/S
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E/S
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E/B
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E/S
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E/TD
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E/TD
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E/TD
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100 GIT VP RISE ON WALL
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CONTRACTOR TO ALLOW TO LAG EXISTING SUSPENDED TRADEWASTE DRAINAGE TO ACCEPT MECHANICAL PLANT & COLDROOM AC CONDENSATE
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EXISTING HOUSE DRAINAGE
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IOS
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CONTRACTOR TO REFER TO ARCHITECTURAL DOCUMENTATION FOR THE EXTENT OF FIXTURE AND APPLIANCE REPLACEMENT IF REQUIRED
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TD
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LOCATE AND CONNECT NEW HOUSE DRAINAGE TO EXISTING HCB
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E/HCB
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HOUSE DRAINAGE DROP TO U/G (TYPICAL)
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100 UPVC
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HALGAN 2000L GREASE INTERCEPTOR TRAP WITH CLASS B COVER MODEL No. MGTS2000 PROVIDE DG ON OUTLET FOR TESTING PURPOSES
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IO
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100
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100 HDPE
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100 UPVC
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RECONNECT NEW HOUSE DRAINAGE TO EXISTING MANHOLE THROUGH EXISTING BRANCH. ALLOW TO MAKE GOOD TO MANHOLE CONNECTION AS REQUIRED
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GIT
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100
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E/100 VP RISES INVOID TO ATMOSPHERE
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LIAISE WITH MECHANICAL CONTRACTOR FOR LOCATION OF AC TD AT FFL TO SUIT AIR HANDLING UNIT (TYPICAL)
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IOS
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IOS
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IOS
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DG
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A B B O T T S T R E E T
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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[
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[
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[
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150 PPE STORMWATER RUN IN COMMONSERVICES TRENCH WITH NEW CW & LP GAS
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FWGG
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TUNDISH FOR COLDROOM ON WALL
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300x300 SW PIT
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300x300 SW PIT
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ORG
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150 PPE SW @ 1:100
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150 PPE @ 1:100
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225 PPE @ 1:100
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100 SW @ 1:100
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150
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225 PPE @ 1:100
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225 PPE @ 1:100
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225 POLYPROPYLENE STORMWATER @ 1:100
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225 POLYPROPYLENE STORMWATER @ 1:100
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150 PPE SW @ 1:100
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150 PPE SW @ 1:100
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225 SW
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100
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450x450 SW PIT
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300x300 SW PIT
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450x450 SW PIT
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450x450 SW PIT
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600x600 SW PIT
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REFER TO HS006 FOR CONTINUATION
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150 PPE SW @ 1:100
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100 DP
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100 DP
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E/ 300 CONC SW
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RECONNECT EXISTING 100 SWDRAINAGE TO NEW 600x600 PIT
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E/ SW PIT
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450x450 SW PIT
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450x450 SW PIT
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300x300 SW PIT
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450x450 SW PIT
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100 VP RISE ON WALL TO ATMOSPHERE,REDUCE TO 65 IN SOFFIT CEILING SPACEAN PENETRATE ROOF
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2x VP & 1x DP RISING ON WALL TO BE 100 FOR VISUAL CONCURRENCE
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100
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100
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100
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CONTRACTOR TO INVESTIGATE THE EXTENT OF CONCEALED SPACE ACCESS REQUIRED BEFORE THE COMMENCEMENT OF WORKS AND ALLOW FOR ALL ITEMS RELEVANT TO WORKING IN THESE SPACES
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CONTRACTOR TO ALLOW TO CLEAN EXISTING TRADEWASTE PIPEWORK USING A HOT WATER FLUSH, ENSURE NEW GIT IS INSTALLED PRIOR TO FLUSH
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DG
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DF
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65 @ 1:40
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LOCATE & CONNECT NEW 300 SW TO E/ 300 SW PROVISION
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150 SW @ 1:100
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100 SW @ 1:100
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150 SW @ 1:100
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150 SW @ 1:100
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150 SW @ 1:100
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ISSUE SUBJECT DATE
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HYDRAULIC CONSULTANTS
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CLIENT
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TITLE
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PROJECT
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AMENDMENTS
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ARCHITECT
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FAX. - (07) 4051 5016
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PHONE - (07) 4051 5116
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P.O. BOX 857N, NORTH CAIRNS.
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4/131 SCOTT STREET, BUNGALOW
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BUILDING HYDRAULIC SERVICES DESIGN / ABN 85 105 215 432
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AHSCA
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7
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6
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5
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4
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3
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2
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1
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0
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BAR SCALE: - CHECK DRAWING PLOT SIZE FOR ACCURACY
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HYDRAULIC SERVICES SANITARY PLUMBING & DRAINAGE
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COURTHOUSE HOTEL REFURBISHMENT, ABBOTT STREET, CAIRNS
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CAIRNS REGIONAL COUNCIL
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DATE
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SCALE
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DRAWN
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CHECKED
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1:100 @ A1
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SEP 2018
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CCR
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GJG
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DESIGNED
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CCR
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JOB No./DWG. No./ISSUE
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183474/HS007/P2
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P1
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PRELIMINARY ISSUE
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08/04/19
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Email: [email protected]
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PH: 07 4051 4088 FAX: 07 4031 1080
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3 SCOTT STREET, CAIRNS Q 4870
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P2
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PRELIMINARY ISSUE
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21/05/19
clarkej
Placed Image
GILBOYHYDRAULICSOLUTIONS
A R C H I T E C T S
ANDPRINCEPTY. LTD.
CLARKE
Agenda – Ordinary Meeting 25 September 2019 - #6165597
322
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RECONNECT NEW 25 PN20 PE100 POLYNPCW TO EXISTING IRRIGATION SV AS REQUIRED
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COLD ROOM
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LAUNDRY
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STORE
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WASH UP
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KITCHEN
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SERVERY
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TOURIST & SOUVENIR DESK
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INTERNET LOUNGE
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VERANDAH
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CLERKS ROOM
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OFFICE
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COMMS
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PWD
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MECH
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MECH
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JURY ROOM
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COURT REPORTERS ROOM
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COURT HOUSE
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MALE
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FEMALE
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PASSAGEWAY
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CLNR
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CONTRACTOR TO ALLOW TO INSPECT ALL EXISTING PIPEWORK AND FLEXIBLE HOSES IN KITCEN FOR DAMAGE OR WEAR AND REPLACE AS REQUIRED. LIAISE WITH CLIENT AS TO THE EXTENT OF REPLACEMENT AS REQUIRED
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[
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CONTRACTOR TO REFER TO ARCHITECTURAL DOCUMENTATION FOR THE EXTENT OF FIXTURE REPLACEMENT IN PLACE AS REQUIRED.
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EXISTING LP GAS MANIFOLD
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B
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WC
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SHR
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WC
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WC
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WC
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WC
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WC
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WC
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WC
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WC
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SHC
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UR
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UR
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UR
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B
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B
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CS
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TMV
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B
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B
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B
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HWU
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SV
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RPZD
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HC
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SV
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E/FHR
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E/FHR
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APPROXIMATE LOCATION OF E/ C0M-MAIN SUPPLY UNDER FLOOR
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EXISTING CW UNDER FLOOR
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EXISTING COM-MAIN UNDER FLOOR
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LOCATE, CONNECT AND EXTEND NEW 25 CW FROM E/ CW UNDER FLOOR
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20 CW RISE IN WALL TO FIXTURES
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25
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25
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20
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15
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15
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15
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15
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15
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15
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15
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15
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15
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20 T&CW
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20 CW RUN IN VOID WALL TO FIXTURES
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15 CW SV FOR UR IN VOID WALL (TYPICAL)
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20 CW RUN IN WALL TO 2x WC. CHASE EXISTINGBLOCK WALL AND REINSTATE TO SUIT EXISTING FINISHES
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20 T&CW RUN UNDER FLOOR
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15 CW RISE TO WC (TYPICAL)
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20 CW RISE TO 2x WC
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20 H&CW RUN IN BATTEN SPACE TO TMV ANDCONTINUE 20 T&CW UNDER FLOOR TO PWD
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20
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20 CW RISE TO RHEEM 50L HEAVY DUTY ELECTRIC STORAGE WATER HEATERWITH 3x 3.6kW ELEMENTS MODEL No. 613050. MOUNTED ON FRAME ABOVE CS.
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LOCATE, CONNECT AND EXTEND E/ CW SUPPLY TO NEW RPZD
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20 NPCW DROP TO U/G AND RUN TO MECHPLANT (REFER MECHANICAL ENGINEERS DOCUMENTATION FOR LOCATION)
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25 PN20 NPCW
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15
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20
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20 T&CW DROP TO UNDER FLOOR
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EXISTING COM-MAIN UNDER FLOOR
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E/SV
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A B B O T T S T R E E T
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DHPH
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100 PN16 PVC-M FIRE MAIN U/G
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100 GALV FIRE MAIN ON U/S OF FLOOR
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100 GALV FM ON U/S OF FLOOR
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100 PN16 PVC-M FIRE MAIN U/G
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REFER TO HS006 FOR CONTINUATION OF FIRE MAIN TO EXISTING CONNECTION POINT
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RECONNECT NEW SDR11 PE100 POLY LP GAS TO EXISTING LP GAS METER. RECTIFY ALL TEFLON TAPED JOINTS WITH NEW GAS SPECIFIC TEFLON TAPE
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RECONNECT NEW 20 CW TOEXISTING IRRIGATION RPZD
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HC
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25 PN20 PE100 POLY NPCW
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25 PN20 PE100 POLY NPCW
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[
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[
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NEW RHEEM INFINITI 26i CONTINUOUS FLOW GAS WATER HEATER WITH CO-AXIAL INTERNAL FLUE DISCHARGING THROUGH ROOF OR EXTERNAL WALL IN ACCORDANCE WITH AS5601.1 SECTION 6.9
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20 Cu CW, 20 Cu HW & 32 Cu LP GAS RISE ON WALL TO HWU
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25 COM-MAIN RISE ON WALL TO WATER METERAND CONNECT TO EXISTING 25 Cu CW ON WALL.ENSURE SV IS LOCKED IN THE OPEN POSITION
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50 SDR11 PE100 POLY LP GAS U/G
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40 PN20 PE100 POLY COM-MAIN U/G
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32 POLY COM-MAIN U/G
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HC
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REFER TO HS006 FOR CONTINUATION
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25 POLY NON POTABLE CW
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HC
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LOCATE AND CONNECT NEW 25 NONPOTABLE CW PIPEWORK TO EXISTING MANTRA NPCW SUPPLY (REFER TO HS002)
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RECONNECT NEW 25 PN20 PE100 POLY NPCWTO EXISTING IRRIGATION SV AS REQUIRED
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NEW 25 NON POTABLE CWSERVICE FROM MANTRA SUPPLY
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HC
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REPLACE EXISTING NPCW HC'S IN GARDEN WITH NEW HALGAN POLYETHYLENE HOSE TAP BOLLARDS
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20 PN20 NPCW U/G
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40 LP GAS
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HC
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100 FM RISE TO DHPH AGAINST90/90/90 FRL WALL
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EXISTING WATER FEATURE SUPPLY TO REMAIN
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LOCATE AND RECONNECT EXISTING WATER FEATURE SUPPLY TO NEW NPCW PIPEWORK
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HC
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100 FIRE MAIN DROP TO U/G
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100 FM PENETRATE THROUGH E/ HOLE INWALL/FOOTING AND RISE TO U/S OF FLOOR
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HC
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CONTRACTOR TO INVESTIGATE THE EXTENT OF CONCEALED SPACE ACCESS REQUIRED BEFORE THE COMMENCEMENT OF WORKS AND ALLOW FOR ALL ITEMS RELEVANT TO WORKING IN THESE SPACES
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[
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[
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SV
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WM
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SV
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WM
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25 CW RISE ON WALL TO WATER METER ANDCONTINUE UNDER FLOOR TO FIXTURES
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20 Cu H&CW UNDER FLOOR
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E/ 25 Cu COM-MAIN
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32 POLY
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CONTRACTOR TO ALLOW TO INSPECT, CLEAN, SERVICE & REPLACE ALL KITHCEN TAPWARE AS NECESSARY TO ENSURE EFFECTIVE FUNCTION FOR TENANTS.
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RUN NPCW SERVICE IN COMMON SERVICES TRENCH WITH STORMWATER
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ISSUE SUBJECT DATE
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HYDRAULIC CONSULTANTS
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CLIENT
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TITLE
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PROJECT
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AMENDMENTS
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ARCHITECT
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FAX. - (07) 4051 5016
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PHONE - (07) 4051 5116
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P.O. BOX 857N, NORTH CAIRNS.
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4/131 SCOTT STREET, BUNGALOW
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BUILDING HYDRAULIC SERVICES DESIGN / ABN 85 105 215 432
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AHSCA
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7
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6
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5
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4
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3
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2
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1
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0
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BAR SCALE: - CHECK DRAWING PLOT SIZE FOR ACCURACY
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HYDRAULIC SERVICES WATER & LP GAS SERVICES RETICULATION
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COURTHOUSE HOTEL REFURBISHMENT, ABBOTT STREET, CAIRNS
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CAIRNS REGIONAL COUNCIL
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DATE
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SCALE
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DRAWN
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CHECKED
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1:100 @ A1
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SEP 2018
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CCR
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GJG
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DESIGNED
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CCR
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JOB No./DWG. No./ISSUE
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183474/HS008/P2
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P1
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PRELIMINARY ISSUE
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08/04/19
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Email: [email protected]
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PH: 07 4051 4088 FAX: 07 4031 1080
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3 SCOTT STREET, CAIRNS Q 4870
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P2
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PRELIMINARY ISSUE
AutoCAD SHX Text
21/05/19
clarkej
Placed Image
GILBOYHYDRAULICSOLUTIONS
A R C H I T E C T S
ANDPRINCEPTY. LTD.
CLARKE
Agenda – Ordinary Meeting 25 September 2019 - #6165597
323
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NEW ROOF EAVES GUTTERS TO BE 175mm QUAD TYPE GUTTERS, MINIMUM CSA 10500mm2
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EAVES GUTTER DISCHARGING INTO COLONIAL TYPE RAINHEAD TO ARCHITECTURAL SPECIFICATION. 100 DP DROP ON WALL (TYPICAL)
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP DISCHARGE TO LOWER ROOFTHROUGH 1m(W) UPVC SPREADER (TYPICAL)
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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100 DP
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EXISTING PARAPET FLASHING TO BE REPLACED, REFER TO ARCHITECTURAL DOCUMENTATION FOR DETAILS OF WORKS REQUIRED (TYPICAL)
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FLASHING
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65 VPR100 TWVP
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100 TWVP
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50 VP
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65 VP
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EAVES GUTTER DISCHARGING INTO COLONIAL TYPE RAINHEAD TO ARCHITECTURAL SPECIFICATION. 100 DP DROP ON WALL (TYPICAL)
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EAVES GUTTER DISCHARGING INTO COLONIAL TYPE RAINHEAD TO ARCHITECTURAL SPECIFICATION. 100 DP DROP ON WALL (TYPICAL)
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ISSUE SUBJECT DATE
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HYDRAULIC CONSULTANTS
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CLIENT
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TITLE
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PROJECT
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AMENDMENTS
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ARCHITECT
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FAX. - (07) 4051 5016
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PHONE - (07) 4051 5116
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P.O. BOX 857N, NORTH CAIRNS.
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4/131 SCOTT STREET, BUNGALOW
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BUILDING HYDRAULIC SERVICES DESIGN / ABN 85 105 215 432
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AHSCA
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7
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6
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5
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4
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3
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2
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1
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0
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BAR SCALE: - CHECK DRAWING PLOT SIZE FOR ACCURACY
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HYDRAULIC SERVICES ROOF PLAN
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COURTHOUSE HOTEL REFURBISHMENT, ABBOTT STREET, CAIRNS
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CAIRNS REGIONAL COUNCIL
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DATE
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SCALE
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DRAWN
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CHECKED
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1:100 @ A1
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SEP 2018
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CCR
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GJG
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DESIGNED
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CCR
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JOB No./DWG. No./ISSUE
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183474/HS009/P2
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P1
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PRELIMINARY ISSUE
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08/04/19
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Email: [email protected]
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PH: 07 4051 4088 FAX: 07 4031 1080
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3 SCOTT STREET, CAIRNS Q 4870
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P2
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PRELIMINARY ISSUE
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21/05/19
clarkej
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