Council archive · source document
15024_KabaraCooroy_CouncilTender_04.09.2015 · OPW15/0142
Attached to the e-mail OPW15/0142 Response to Information Request.
GENERAL NOTES
1, ALLWORK'S TO COMPLY WITH THE QUEENSLAND PLUMBING & DRAINAGE ACT 2002 AND LOCAL AUTHORITY REQUIREMENTS.
THESE DRAWINGS ARE DIAGRAMMATIC ONLY. USE DIMENSIONED BUILDING CONSTRUCTION PLANS FOR ANY SET OUT REQUIREMENTS.
ABBREVIATIONS
PROPOSED NEW BUILDING
2
3, OBTAIN APPROVALS FROM ALL AUTHORITIES HAVING JURISDICTION AND PAY ALL FEES DUE. AAV AIR ADMITTANCE VALVE
4, THE CONTRACTOR |S TO VISIT THE SITE TO BE FULLY AWARE OF EXISTING SERVICES AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF B BASIN
WORK ANY CLAIM FOR VARIATION ON THE BASIS OF LACK OF KNOWLEDGE WILL NOT BE ACCEPTED. BIH BATH
eee eT ee ocmuwnne Si, MEME Ly
AEOUIRED FRE RESISTANGE LEVEL BIORG BACK INLET OVERFLOW RELIEF GULLY
BID BIDETTE
SANITARY NOTES cs CLEANERS SINK
1. ALLSANTARY AND TRADE WASTE PIPEWORK SHALL BE 100MIM@ AND BE INSTALLED AT 160 MINIVUM GRADE (UNO). ony CHECK VALVE
2. PROVIDE INSPECTION OPENINGS ON SANITARY DRAINAGE IN COMPLIANCE WITH AS/NZS 3500.2 cwM CLOTHES WASHING MACHINE
3. ANOVERFLOW RELIEF GULLY SHALL BE INSTALLED ON EACH DRAIN CONNECTION TO SEWER AND EACH DRAIN ON AN UNSEWERED cM COFFEE MACHINE
PROPERTY. cw COLD WATER
4, ANINSPECTION SHAFT TO BE INSTALLED AT OR NEAR THE POINT OF CONNECTION TO THE SEWER (UNO) cwo COLD WATER DROPPER
cWR COLD WATER RISER
STORMWATER NOTES bu DENTAL UNIT
1. ALL STORMWATER DRAINAGE SHALL BE 100MM@ AND BE INSTALLED AT 1:100 MINIMUM GRADE (UNO). DG DISCONNECTOR GULLY
2, DOWNPIPES TO HAVE MINIMUM CROSS SECTIONAL AREA EQUAL TO 100MM (UNO) owM DISH WASHING MACHINE
3, ROOF GUTTERS AND DOWNPIPES TO FULLY COMPLY WITH THE REQUIREMENTS OF AS/NZS3500.3, Dev DOUBLE CHECK VALVE
M ATERIALS oD DRAINAGE DROPPER
oP DOWNPIPE
1. WATER SERVICES - TO AS/NZS 3500 DF DRINKING FOUNTAIN
3) START PUNENG-PUCCLASSDIY Duov DUAL CHECK VALE
4 DOWNPPES-PYCCLASS DWW(UNO) DPH DUAL PILLAR HYDRANT
5, _ STORMWATER UP TO 300MM - PVC CLASS SW HEAVY (UNO) EPD ELEVATED PIPEWORK DROPPER
6, _ STORMWATER OVER 300MM - CONCRETE (RUBBER RING JOINT) CL3/FRC (SUPERTITE) CLASS 2 e EXISTING
7. SUBSOIL DRAINAGE - 100M PERFORATED PVC IN FILTER SOCK (UNO) Ed EXPANSION JOINT
) Rao ei cone Renmin
10. TRADE WASTE INGROUND - HOPE OR VITRIFIED CLAY Fst FINISHED SURFACE LEVEL
17, TRADE WASTE ABOVE GROUND - HDPE OR POLYPROPYLENE FAR FIRE HOSE REEL
FH FIRE HYDRANT
WATER SERVICE NOTES fu FXTURE UNIT
1. COLDWATER PIPEWORK TO BE A MINIMUM OF 15MM TO INDIVIDUAL OUTLETS/FOCTURES AND 20VIM OR GREATER TO MORE THAN ONE fw FLOOR WASTE
OUTLETS/FIXTURES (UNO). FWG FLOOR WASTE GULLY
2. 15MIMQ COLD WATER PIPEWORK TO BE A MAXIMUM LENGTH OF 3METRES. FF FROG FLAP
3. WATER SUPPLY PIPE SIZES INDICATED ON THESE DRAWINGS ARE EQUIVALENT TO TYPE"B" COPPER TUBE. IF USING AN ALTERNATIVE ev GATE VALVE
MATERIAL THE INTERNAL DIAMETER OF THE PIPE SHALL BE EQUAL TO OR GREATER THAN THAT INDICATED ON THESE DRAWINGS, GWM GLASS WASHING MACHINE
4, _ HEATED WATER PIPEWORK SHALL BE 20MM FROM THE HEATER TO SHOWER BRANCH THEN 1 SMM TO ALL OTHER OUTLETS/FIXTURES, or GREASE ARRESTOR TRAP
5. WATER HEATERS IN CEILING SPACE SHALL HAVE THE ISOLATING VALVES BELOW CEILING,
6. _ WATERPIPEWORK TO BE INSTALLED IN WALL FRAMING AND ABOVE CEILING (UNO). GPT GROSS POLLUTANT TRAP
7. _ ALLHEATED WATER OUTLETS USED PRIMARILY FOR PERSONAL HYGIENE PURPOSES ARE TO BE TEMPERATURE CONTROLLED TO A GL GROUND LEVEL
MAXIMUM OF 50°C GENERALLY AND 45°C AT DISABLED ACCESS AREAS GRV GROUP VENT
8. HEATED WATER TO DISABLED ACCESS AREAS TO BE TEMPERATURE CONTROLLED BY A THERMOSTATIC MIXING VALVE eve GROUP VENTED BRANCH
FIRE SERVICE NOTES iM HAED WATER
HWD HEATED WATER DROPPER
1. EXTERNAL HYDRANTS SHALL BE POSITIONED NOT LESS THAN 10METRES FROM THE BUILDING UNLESS PROTECTED BY A CONSTRUCTION HWR HEATED WATER RISER
HAVING A FIRE RESISTANCE LEVEL OF NOT LESS THAN 90/90/90 EXTENDING AT LEAST 2METRES EITHER SIDE OF THE HYDRANT OUTLET HL HIGH LEVEL
AND WHICHEVER IS LESSER, 3METRES FROM THE GROUND LEVEL ADJACENT 70 THE HYDRANT OR THE HEIGHT OF THE BUILDING. Ht HOSE TAP
2, EXTERNAL FEED HYDRANTS SHALL BE POSITIONED WITHIN 20METRES OF A ROAD HARDSTAND OR THE LIKE TO WHICH THE FIRE
AUTHORITY PUMP APPLIANCE HAS ACCESS, HV HYDRANT VALVE
3. ALLHYDRANTS SHALL BE INSTALLED SO THAT THE VALVE OUTLET IS AT RIGHT ANGLES TO THE FACE OF THE WALL BEHIND AND THE VALVE IM ICE MACHINE
IS HORIZONTAL OR ANGLED NOT MORE THAN 35° BELOW THE HORIZONTAL Ww ICE WELL
4 ALLHYDRANTS AND HOSE REELS SHALL BE INSTALLED TO PROVIDE A MINIMUM OF 100MM CLEARANCE AROUND THE HAND WHEEL IN ic INSPECTION CHAMBER
ALL DIRECTIONS.
5. _ ALLHYDRANTPIPEWORK SHALL BE SUPPORTED IN ACCORDANCE WITH AS2419, 0 INSPECTION OPENING
6. ALL HYDRANTPIPEWORK SHALL BE IDENTIFIED IN ACCORDANCE WITH AS1345. (0s INSPECTION OPENING TO SURFACE
7. FIRE AUTHORITY BOOSTER CONNECTIONS SHALL BE POSITIONED WITHIN 8METRES OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE Is INSPECTION SHAFT
FIRE AUTHORITY PUMP APPLIANCE HAS ACCESS, IL INVERT LEVEL
8. _ FIRE SERVICES SHOWN ON THESE DRAWINGS SHALL BE INSTALLED BY OR UNDER THE DIRECT SUPERVISION OF A PERSON SUITABLY Vv ISOLATION VALVE
LICENCED BY THE BUILDING SERVICES AUTHORITY OF QUEENSLAND. WU JUMP UP
9, THE FIRE SERVICES SYSTEM SHALL BE TESTED TO 1700kPa FOR A MINIMUM OF 2HOURS BY A PERSON SUITABLY LICENCED BY THE
BUILDING SERVICES AUTHORITY OF QUEENSLAND. 1 LAUNDRY TROUGH
10. HYDRANT TEST DRAIN PONTS SHALL BE 300MM ABOVE FINISHED SURFACE LEVELS, MH MANHOLE
ORG OVERFLOW RELIEF GULLY
AS CONSTRUCTED NOTES RPD REAL PROPERTY DESCRIPTION
RPZD REDUCED PRESSURE ZONE DEVICE
1. AS CONSTRUCTED PLANS OF COMPLETED PLUMBING AND DRAINAGE SERVICES ARE REQUIRED BY THE LOCAL AUTHORITY. THE AS AV RELIEE VENT » /
CONSTRUCTED PLANS SHALL BE SUBMITTED AT THE TIME OF, OR IMMEDIATELY FOLLOWING, THE FINAL ASSESSMENT OF Vk SITE PLAN
COMPLETED WORK THATS SUBJECT TO THE COMPLIANCE PERMIT. RWH RAINWATER HEAD ~
2, _ IAN BRADFORD PLUMBING CONSULTANTS WILL PREPARE AS CONSTRUCTED PLANS FOR ADDITIONAL FEE/S. (SOME PROJECTS sl SAFE TRAY PerNS oy SCALE 1:500
MAY ALREADY INCLUDE THE COST TO PREPARE AS CONSTRUCTED PLANS - CONTACT OUR OFFICE FOR DETAILS ON THIS PROJECT.) swo SAFE WASTE DRAIN \
3, MARKED UP PLANS OF AS CONSTRUCTED DETAILS ARE TO BE PROVIDED TO IAN BRADFORD PLUMBING CONSULTANTS INA CLEAR sp SANITARY DRAINAGE
8 LEGIBLE MANNER, ADDITIONAL FEES WILL BE REQUIRED IF MARKED UP PLANS ARE OF AN UNSATISFACTORY STANDARD. 3 SANITARY PLUMBING
4, _ IANBRADFORD PLUMBING CONSULTANTS WILL PERFORM SITE INSPECTIONS OF THE INSTALLED WORK AND RECORD AS
CONSTRUCTED INFORMATION FOR ADDITIONAL FEES, CONTACT OUR OFFICE FOR A FEE PROPOSAL SHR SHOWER
spcv SINGLE DETECTOR CHECK VALVE
s SINK
emnce -—— SITE - 20 TOPAZ ST., COOROY
sv STACK VENT . ”
sw STORMWATER SaSiclQ St J
SL SURFACE LEVEL
10 TEST OPENING
TPV TEMPERING VALVE
TMV THERMOSTATIC MIXING VALVE
ToG TOP OF GRATE
TW TRADE WASTE
TID TRAPPED TUNDISH
Vv TRAP VENT
1D TUNDISH
UNO UNLESS NOTED OTHERWISE
UR URINAL
\B VACUUM BREAKER
ve VENT COWL
WH WATER HEATER yi
we WATER CLOSET ¢
LEGEND r
COLD WATER
FIRE _-_- oO
GAS 6 ——c
HEATED WATER —
NON POTABLE COLD WATER — ow
PUMP DISCHARGE —-rne _
SANITARY a
SUBSOIL —_
STORMWATER -— ee
STORED WATER ° °
TRADE WASTE
VENT
EXIST COLD WATER —— cw
EXIST ELECTRICAL ——E
EXIST FIRE ——F
EXIST GAS G 6
EXIST HEATED WATER —— Hw
EXIST RISING MAIN —— RM
EXIST SANITARY DRAINAGE —— 0
EXIST SANITARY PLUMBING ——
EXIST SEWER ——s
EXIST STORMWATER ———sw
EXIST TRADE WASTE —— Ew ——
EXIST VENT —_— A
EXIST WATER —_—_ V— 7 \ LOCALITY MAP
N SCALE NTS
I
. PROJECT TITLE CLIENT SCALE DWG. No.
ween (aN bradford | csccucence vuweer- GOOLOU/WARBU REDEVELOPMENT HYDRAULIC SERVICES NOOSA CARE
plumbing consultants | + 1121367 KABARA AGED CARE COVER SHEET Inc. KABARA 15024-1 | A
wy ha LICENCE CLASS: - ;
+ PIF (07) 5474 0641 nw © HYDRAULIC SERVices Desicn | 20 TOPAZ STREET A1 SCALE 1:500 U.N.O.
ian bradford ° posox 1251 (including on site wastewater COOROY SHEET 1 OF 11
A | 04/09/15 | COUNCIL/TENDER (NOT CONSTRUCT) | CLIENT 1B plumbing consulbsncs oe : E Giboecenaan management)
TSSUE| DATE | REVISION STATUS DESIGNED|ISSUE | DATE | REVISION STATUS DESIGNED] * W- www. ibplumbingconsultants.com.au
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Page 2
PROPOSED
BUILDERS
ACCESS.
/
4
267° 04' 45" 2.54 m .
— \ KERB & GUTTER ___
2. | St
——— <> STORMWATER DRAINAGE RISES TO
DISCHARGE OVER TOP OF ABOVE GROUND
TANK.(REFER STORMWATER MANAGEMENT
PLAN & REPORT PREPARED BY CALLAGHAN &
~ TOTH FOR DETAILS)
—_ \ 4
24,000 LITRE ABOVE GROUND
__\\ RAINWATER TANK.(REFER
\ _ | STORMWATER MANAGEMENT
3./\ '_/) PLAN & REPORT PREPARED
/ BY CALLAGHAN & TOTH FOR
\ AREA.
“rr —so
\
150@ CONNECTS TO 4
EXISTING 1508 SANITARY
DRAINAGE. THE LICENCED
PERSON IS TO LOCATE
EXISTING SERVICES PRIOR
/ fo
TO COMMENCEMENT OF TREES TO REMAIN.
WORK TO ENSURE NEW
DRAINAGE CAN BE “PROTECT TREES L
ORK ZONE. —\\ /
INSTALLED AT CORRECT WITHIN W aN
GRADE & COVER.
RAINAGE.
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DETAILS)
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Wk BUILDERS WORKS
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| >METRES APART. IOS TO BE
INSTALLED IN TRAFFICABLE
PATH BOXES TO ENSURE NO
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~INGROUND SANITARY
a 24,000 LITRE IN GROUND
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. PROJECT TITLE CLIENT SCALE DWG. No.
ian bradford | ascc.icence numper:- GOOLOU/WARBU REDEVELOPMENT HYDRAULIC SERVICES NOOSA CARE
plumbing consultants | ¢ 1121367 KABARA AGED CARE PART SITE PLAN - SANITARY & STORMWATER Inc. KABARA 15024-2 | A
«PIF (07) 5474 0641 EE LRAUGG SERVICES pesign | 20 TOPAZ STREET A1 SCALE 1:250 U.N.O.
ian bradford : POBOX 1251" (including on site wastewater COOROY
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A 04/09/15 | COUNCIL/TENDER (NOT CONSTRUCT) | CLIENT 1B pty Itd
ISSUE
DATE
REVISION STATUS DESIGNEDJISSUE | DATE REVISION STATUS DESIGNED]
PO BOX 1251
NOOSAVILLE BC Q4566
E - [email protected]
W - www.ibplumbingconsultants.com.au
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SHEET 2 OF 11
Page 3
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STORMWATER MANAGEMENT PLAN & REPORT | | Lar \. i FROM DEMOLISHED =
lo PREPARED BY CALLAGHAN & TOTH FOR TANK 7 | | et . i BUILDING.
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ae - a ~ TT ~l_ ( -
. PROJECT TITLE — CLIENT : —- SCALE DWG. No.
eee (an bradford | csccucencenumer- GOOLOU/WARBU REDEVELOPMENT HYDRAULIC SERVICES NOOSA CARE A
plumbing consultants | * 1121367 KABARA AGED CARE GROUND FLOOR PLAN - SANITARY & STORMWATER Inc. KABARA 15024 - 3
«PIF (07) 5474 0641 Py YDRAULIC SERVICES DESIGN | 22 TOPAZ STREET A1 SCALE 1:100 U.N.O.
: Popoxsesi (including on site wastewater COOROY SHEET 3 OF 11
‘A | 04/0915 | COUNCILITENDER (NOT CONSTRUCT) | CLIENT B a E-lanibpecomaa management)
ISSUE | DATE REVISION STATUS DESIGNED|ISSUE | DATE REVISION STATUS DESIGNED] « W- www.ibplumbingconsultants.com.au
Page 4
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MODEL 78000 AND INSTALLED AT 1200MM HIGH.
. PROJECT TITLE CLIENT SCALE DWG. No.
ian bradford | csccucence nuvecr- GOOLOU/WARBU REDEVELOPMENT HYDRAULIC SERVICES NOOSA CARE A
plumbing consultants | * 1121367 KABARA AGED CARE FIRST FLOOR PLAN - SANITARY & STORMWATER Inc. KABARA 15024 - 4
+ PIF (07) 5474 0641 ptyita | TO TYDRAULIC SERVIces Desin | 20 TOPAZ STREET A1 SCALE 1:100 U.N.O.
ian bradford ° posox ist (including on site wastewater COOROY SHEET 4 OF 11
‘| 04/0916 | COUNCILITENDER (NOT CONSTRUCT) | CLIENT B plumbing cones . E-lanispecomau management)
ISSUE | DATE REVISION STATUS DESIGNEDJISSUE | DATE REVISION STATUS DESIGNED] W - www.ibplumbingconsultants.com.au
Page 5
7 70 LZ ee Vo Lo on eo
TO _\— nt - ~ 4600 —
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EXISTING 500 - — 406° 04' 00 51. AM Lg
_WATER METER ———\ a a ‘ ==
Re GUTTER ee -—— a ~ NEW 502 @ONNECE den a SO , / 4 - ; i - A / & re \
—_ SB / - \ eT To EXISTING 808 Sr a ee XL / vol aN 0 \ PR \
406°04'50" yds aon SERVICE ONOUTLET = a SS / apn “
t —— goer SB OF WATER METER 7 goo! \_\
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1—— PROPOSED 2 | - \ | .
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sean /
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vast pve s - i g ¢ é
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~ PART SITE PLAN - WATER & FIRE SERVICES me SOS
SCALE 1:250 i ee oot
Ne = 10m_ CREEK SETBACK "240" N. oN ee
. PROJECT TITLE CLIENT SCALE DWG. No.
ian bradford | asccucence nuwser:- GOOLOU/WARBU REDEVELOPMENT HYDRAULIC SERVICES NOOSA CARE A
plumbing consultants | * 1121807 oo KABARA AGED CARE FIRST FLOOR PLAN - WATER & FIRE SERVICES Inc. KABARA 15024 - 5
sai 4 + PIF - (07) 5474 0641 pty ta | HYDRAULIC SERVICES DESIGN e DORON STREET A1 SCALE 1:200 U.N.O.
: includi ite wastewat
A COUNCIL/TENDER (NOT CONSTRUCT) | CLIENT B Eiehifay aaheufeare : PONOOSAVILLE BC G4566 menegenent) ome SHEET 5 OF 11
ISSUE | DATE REVISION STATUS DESIGNED] |SSUE REVISION STATUS DESIGNED] : W aww ibolumbingconsultants.com.au
Page 6
HRR
NPR
CONTINUES FROM PART SITE PLAN |
CWR DUAL HOT WATER
1 DISTRIBUTION CIRCULATING
PUMPS
HRR
HWR
SS HWD SOLAR oo —
a New. ———$§$ - = 1 — —
CONTINUES ON PART SITE PLAN _ oe —— — —_—
kf DOUBLE CHECK VALVE CW SERVICE AT HIGH LEVEL a DOUBLE CHECK VALVE
TANK TO MAINS WATER
SWITCH DEVICE - DAVEY
KRBS2
£ RHEEM GUARDIAN WARM
A PHT WATER UNIT & UV MODEL
NS 940/002 DISINFECTION UNIT HT
er 2 X RHEEM MODEL 613/315-08 &
now ELECTRIC BOOSTERTANKS
tc wort nh New TRIPLE ELEMENT (3x4.8kW)
o™ HWR| SOLAR
“a, 1 é
X SOLAR CIRCULATING PUMP
Mey t 2 X RHEEM MODEL 610/430/50
10 Not a SOLAR STORAGE TANKS Ht oe
—.__ | _ Pt gy
w 9 —_—
HOT WATER SPECIFICATIONS
(The hot water plant installation is to be to installed to Rheem
installation instructions)
SOLAR PRE HEAT PLANT:-
e 9x Rheem NPT solar panels with
e 2x Rheem Model 610/430 solar storage tanks
e 4x Rheem Model 340310
e 1x Rheem Model 340309 variable pitch raised incline frames
ELECTRIC PLANT:-
e 2x Rheem model 613/315-08 Triple element (3 x 4.8kW) electric
water heaters
IN WARM WATER SYSTEM:--
UNDERCROFT PLAN - WATER e 1x Rheem model 940/160 Guardian warm water unit with
N SCALE 1:100 1 x Rheem model 940/002 (UV) Ultra Violet Disinfection unit
. PROJECT TITLE CLIENT SCALE DWG. No.
ian bradford | csccticence numser:- GOOLOU/WARBU REDEVELOPMENT HYDRAULIC SERVICES NOOSA CARE
plumbing consultants © 1121367 KABARA AGED CARE UNDERCROFT PLAN - WATER Inc. KABARA 15024-6 |A
TTT ee te LICENCE CLASS: -
«PIF (07) 5474 0641 OSE EMUNIG SERVICES DESIGN | 20. TOPAZ STREET A1SCALE 1:100 U.N.O.
ian bradford : vo pox set (including on site wastewater COOROY
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ISSUE | DATE REVISION STATUS DESIGNED|ISSUE | DATE REVISION STATUS DESIGNED) pry . W- www ibplumbingconsultants.com.au
Page 7
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. PROJECT TITLE CLIENT DWG. No.
ian bradford | asccuicence numper:- GOOLOU/WARBU REDEVELOPMENT HYDRAULIC SERVICES NOOSA CARE
=] plumbing consultants * cone ass: ; KABARA AGED CARE GROUND FLOOR - WATER Inc. KABARA 15024-7 | A
A saiscunaed . nF eee pty Ita e HYDRAULIC SERVICES DESIGN 20 TOPAZ STREET A1 SCALE 1:100 U.N.O.
ian bradford ® po Box 1251 (including on site wastewater COOROY SHEET 7 OF 11
A COUNCIL/TENDER (NOT CONSTRUCT) | CLIENT B panbing consultants consumer ce Jangibpecomaa management)
REVISION STATUS DESIGNED)ISSUE REVISION STATUS DESIGNED) + W- www.ibplumbingconsultants.com.au
Page 8
|
CHECK PAN
WASHER SPECS
FOR BACKFLOW
REQUIREMENTS.
(1
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. PROJECT TITLE CLIENT SCALE DWG. No.
ian bradford | asccucence numser:- GOOLOU/WARBU REDEVELOPMENT HYDRAULIC SERVICES NOOSA CARE
plumbing consultants © 1121367 KABARA AGED CARE FIRST FLOOR PLAN - WATER Inc. KABARA 15024-8 A
: | « er(o7 5474 0041 Pee CE YDRAULIC SERVICES DESIGN e DORON STREET A1SCALE 1:100 U.N.O.
ian bradford ° posox1251 (including on site wastewater .
‘| 04/0916 | COUNCILITENDER (NOT CONSTRUCT) | CLIENT B mempng coes te eine commen? management) SHEET 8 OF 11
ISSUE | DATE REVISION STATUS DESIGNEDJISSUE | DATE REVISION STATUS DESIGNED] « W-www.ibplumbingconsultants.com.au
Page 9
A a
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2x100 GUTTER OUTLETS. MINIMUM \
DEPTH FROM BASE OF GUTTER TO
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LICENCE CLASS: -
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po BOX 41281 (including on site wastewater
NOOSAVILLE BC Q4566 management)
E - [email protected]
W - www.ibplumbingconsultants.com.au
A 04/09/15 | COUNCIL/TENDER (NOT CONSTRUCT) | CLIENT IB
ISSUE | DATE REVISION STATUS DESIGNEDJISSUE | DATE REVISION STATUS DESIGNED]
PIF - (07) 5474 0641 e HYDRAULIC SERVICES DESIGN
PROJECT
GOOLOU/WARBU REDEVELOPMENT
KABARA AGED CARE
20 TOPAZ STREET
COOROY
TITLE
HYDRAULIC SERVICES
ROOF PLAN - ALL SERVICES
CLIENT
NOOSA CARE
Inc. KABARA
SCALE
A1 SCALE 1:100 U.N.O.
DWG. No.
15024-9 A
SHEET 9 OF 11
Page 10
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Page 11
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HYDRANT HOSE 1dr LENGTH
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RELOCATED es Ly | | “ol 4 ‘| nN || A iN
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“HOSE REEL TOTAL LENGTH 34
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SCALE 1:200
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SERVICE AND EXTEND TO
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HYDRANT LOCATION.
9. |
Pop, FFL 107360
10, |
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| METRES (ESTIMATED) | _ | |
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~ . PROJECT TITLE _ — - - CLIENT SCALE DWG. No.
ian bradford | ascc.icence numper:- GOOLOU/WARBU REDEVELOPMENT HYDRAULIC SERVICES NOOSA CARE B
Plumbing consultants | + 1171307 KABARA AGED CARE PART SITE/GROUND & FIRST FLOOR PLANS - FIRE HOSE TRAVEL | Inc. KABARA 15024-1141
+ PIF (07) 5474 0641 ptyita | TTYDRAULIC SERVIces Desien | 20 TOPAZ STREET A1 SCALE 1:200 U.N.O.
B | 04/09/15 | COUNCIL/TENDER (NOT CONSTRUCT) | CLIENT B fan bradford * PO BOX 1251 (including on site wastewater COOROY SHEET 11 OF 11
A | 10/08/15 | OFES ISSUE CLIENT B plumbing consultants consumer + e-lasohpecomen management)
ISSUE | DATE REVISION STATUS DESIGNEDJ|ISSUE | DATE REVISION STATUS IDESIGNED} « W-www.ibplumbingconsultants.com.au
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