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D Wa] (5 S at! DRAWING SCHEDULE
2873-1 COVER SHEET
2873-2 ROOF DRAINAGE & SITE INFILTRATION
STREET ADDRESS:
REAL PROPERTY DESCRIPTION: oo _
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LOCALITY MAP SITE PLAN & EXISITNG SERVICES
DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
LEGEND GENERAL NOTES WATER SUPPLY Amd Description Bote
Rain Wolor 3 Diameter 1. DO NOT SCALE FROM THESE DRAWINGS. 1. PIPEWORK SHALL BE IN ACCORDANCE WITH AS4020, FOR EXAMPLE: ABS (ACRYLONITRITE STYTRENE), PP (POLY PROPYLENE), PE
Existing Woter tos. Cleanoat to surface 2, DO NOT RELY ON THESE DRAWINGS FOR ALIGNMENT AND LEVELS OF EXISTING INFRASTRUCTURE. (POLYETHYLENE) OR COPPER U.N.O.
s Existing Sewer CJ Capped junction 3. ITIS THE OBLIGATION OF THE CONTRACTOR AND/OR PLUMBING CONTRACTOR TO SURVEY ALL EXISTING SERVICES PRIOR TO 2. WATER SUPPLY PIPEWORK SHALL BE @20 U.N.O. EXCEPTION: ONE FITTING ONLY MAY BE @15. MAX. LENGTH 3000 MM. HOT WATER PIPEWORK|
Existing Storm water cv Conrol valve CONSTRUCTION. SHALL BE LAGGED. HOT WATER RECIRCULATING LINES TO BE INSULATED WITH 20MM "ARMAFLEX" OR SIMILAR.
HD Existing House drain cs Cleaners. sink 4. THE PLUMBING CONTRACTOR IS OBLIGED TO OBTAIN REAL SIZE PRINT OUTS (A1 U.N.O.) FOR THE PREPERATION OF TENDER. ANY 3. PROVIDE TEMPERING VALVES ON HOT WATER TO PERSONAL HYGIENE FIXTURES.
Sanitary Drainage Swe Bot eter panel CLAIMS REFERED TO AS "DRAWING COPIES" NOT READABLE SHALL BE REFUSED. 4. UNDERGROUND COPPER PIPEWORK SHALL BE "KEMLAGGED" OR OTHERWISE PROTECTED. UNDERGROUND PIPEWORK NOT UNDER
—0v—— Grey Water oN Bec creek acne 5. ALL KITCHEN, LAUNDRY & BATHROOM FITTINGS AND TOILETS SHALL COMPLY WITH THE MINIMUM WELS WATER RATING LEVEL 4 CONCRETE SLAB MAY BE POLYPIPE CLASS PN20. ONE SIZE LARGER THAN SHOWN.
ToT font Fee Een Eccentric Enlarger STAR (FORMER AAAA WATER CONSERVATION RATING AS PER AS/NZ6400). 5. EXPOSED PIPEWORK IN AMENITIES AREAS, SHALL BE CHROME PLATED.
Elev Dge Evevated Drainage 6. PROVIDE FLOW RESTRICTOR VALVES TO TAPS AND SHOWER ROSES WHERE REQUIRED. 6. SUBMETERS SHALL COMPLY WITH APPROVED DEVICES. REFER LOCAL AUTHORITY REGULATIONS. SUBMETERS SHALL BE LOCATED IN
a — Hot Water Enl Enlarger
. .. 7. THE FLOW SHALL NOT EXCEED A MAXIMUM OF 9L/MIN. COMMON AREAS ONLY.
St Wat D Fe Fal I
oT re er Drainage re Fire Hydrant 8. WATER SUPPLY AND SANITARY DRAINAGE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Q'LD
Agi Drain FHR Fire hose reel STANDARD SEWERAGE LAW, Q'LD STANDARD WATER SUPPLY LAW, THE NATIONAL PLUMBING, DRAINAGE CODE AS 3500, THE ‘cous Noles Dale
FR Finished floor level Q'LAND DEVELOPMENT CODE QDC, THE FIRE HYDRANT CODE AS2419, ALL RELEVANT AUSTRALIAN STANDARDS, AND THE BACKFLOW PREVENTION For Development Approval
; : / ixture units REQUIREMENTS OF THE LOCAL AUTHORITY. 1, PROVIDE HOSE CONNECTION VACUUM BREAKERS TO ALL HOSE COCKS PROVIDE RPZD TO ANY IRRIGATION CONNECTIONS, vel
GC) Rain Water Riser op Cai aie orePtor tree 9. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND/OR HAZARD ZONES. For Building Approval x pS—04—14
Cs) Cold Water Riser GMH Gully Man Hole DRAWINGS, OTHER CONSULTANTS DRAWINGS, SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS THAT MAY BE ISSUED 2. PROVIDE APPROVED BACK FLOW PREVENTION TO FIRE SERVICES, HYDRANT SUPPLY (TESTABLE SINGLE CHECK VALVE U.N.O.), For Tender
@)— Down Pipe gv Gate valve DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCIES SHALL BE REFERRED TO THE SUPERVISING OFFICER FOR ALL FIRE HOSE REELS WHICH MAY BE USED FOR OTHER THAN FIRE FIGHTING SHALL BE EQUIPPED WITH DOUBLE CHECK VALVES For Construction
=~ Stack HW Hot water tion branch DECISION BEFORE PROCEEDING WITH THE WORK. CONTRACTOR'S SHALL VERIFY ALL FIXTURE LOCATIONS, INVERT LEVELS, (DCV) U.N.O. hs Constructed
@)- Vent Pipe HD House drain SURFACE LEVELS, AND COVER TO PIPES ARE CORRECT AND OBTAINABLE PRIOR TO COMMENCEMENT OF THE WORK. THE EXACT
@) 3 HL High level LOCATION OF EXISTING, AND PROPOSED SERVICES, SHALL BE VERIFIED WITH THE RELEVANT AUTHORITY, OR OTHER TRADES AS
@) Group Vent IC Inspection Chamber APPLICABLE. FIRE STOP COLLARS TO BE USED ON ALL PLASTIC PIPEWORK PENETRATING FIRE RESISTANT CONSTRUCTION. COVERS 8 RES or TO VEHICULAR TRAFFIC TO BE 0535 CAST IRON. MEDIUM DUTY UNO
° Educt Vent IL Invert Level : , NY.
®) @) os Inoaat Vent io inspection opening 2. COVERS IN GRASSED OR CONC. AREAS TO BE 535 CAST IRON, CONCRETE INFILL LIGHT DUTY.
bint Woter Ri ios inspection Opening to Surface SANITARY DRAINAGE 3. COVERS IN PAVED AREAS TO BE 600 SQ. INFILL TO MATCH PAVING PATTERN. Hvd li ws
© Hot Water Riser Kec Kerb é& Cnennel 1. UNDERGROUND PIPEWORK SHALL BE 100 PVC DWV, AND UPVC WHERE EXPOSED, MIN GRADE 1:60 U.N.O. 4. COVERS IN TILED AREAS TO BE AS FOR PAVED AREAS WITH BRASS EDGING. y raullc =!
(3). Fire Dropper NRV None urn valve 2. SUSPENDED PIPEWORK SHALL BE PVC CLASS DWV. 5. CONCRETE INFILL COVERS TO BE STAMPED "SWD" OR "SEW" AS APPROPRIATE.
(8) Fire Riser PB Path box 3. TRADE WASTE PIPEWORK TO GREASE TRAP SUSPENDED SHALL BE "COESPRENE" OR HDPE.
PLV Pressure li 4. UNDERGROUND SHALL BE VITREOUS CLAY OR HDPE. : '
TACT: MIEAust RPEQ No 7023
Vv Veve PO Planter outlet 5. TRADE WASTE PIPEWORK TO OIL SEPARATOR SHALL BE HDPE, OR VITREOUS CLAY WITH'NITRILE” RUBBER RINGS. GRATINGS . . contact: Reinhold Koenning Mitsus °
he Hose Cock Ree Real property Boundary 6. CLEANOUTS OR INSPECTION OPENINGS BROUGHT TO SURFACE IN PAVED OR CONCRETE AREAS, OR WITHIN BUILDINGS TO HAVE 1, GRATINGS FOR STORM WATER TO BE "FASTON, GATIC" OR APPROVED EQUAL DUTY TO MATCH MANUFACTURERS RECOMMENDATIONS Moffat Beach, QLD, 4551
® RPZD Reduce Bresgure Zone device BRASS CAPS, SEALED AND SCREWED. 9 TRENCH CRATE TO BE SNANSVERSE BAR aor oan Aso (07)
een Eccentric Enlarger RWO Rain water outlet . . PH: (07) 5491 4333 FX: (07) 5491 4233
RWH Rain water head 3. FLOOR WASTE GRATES TO BE CHROME PLATED BRASS :
en Enlarger . . CLIENT :
SD Sanitary Drainage STORMWATER DRAINAGE
SL Surface Level 7” TINNERPGBOUND PIPEV
1. UNDERGROUND PIPEWORK SHALL BE @100 PVC CLASS SW MIN GRADE 1:100 U.N.O. COPELAND
oO ORG Overflow Relief Gully ote Sate Tray 2. DOWNPIPES SHALL BE 100 PVC CLASS SW, U.N.O ON HYDRAULIC PLANS. FIRE SERVICE
lo wo Water SwWD Storm water drain 3. RAINWATER OUTLETS (RWO) AND PLANTER OUTLETS (PO) SHALL BE "GATIC WADE" OR SIMILAR, WITH MEMBRANE CLAMPS WHERE 5 wr HYDRANT PIPEWORK 19 BE DENTIMEDIN ACCORDANCE With AST ade 6.8. ARCHITECT :
t/td TI d Tundish REQUIRED. . ,
Closet % Test gate “nes 4. GULLY PITS SHALL BE CONCRETE BODY IN TRAFFICABLE AREAS AND POLY IN NON TRAFFICABLE AREAS UNO. 3. ALL HYDRANTS AND FIRE HOSE REELS SHALL HAVE A MINIMUM CLEARANCE (IN ALL DIRECTIONS) OF 100MM AROUND THE HANDWHEEL. Ne ANDREW BOCK J
Foo} sk Sink td Tundish ; 5 POLLUTION CONTROL MANAGEMENT PLAN (PCMP): 4. ALL HYDRANTS TO BE FITTED WITH THE VALVE OUTLET AT RIGHT ANGLES TO THE FACE OR WALL BEHIND IT. THE VAVLE OUTLET IS TO BE (Proc: 26/512 DAVID LOW WAY \
) rench grate tronsverse bar HORIZONTAL OR SLOPING AT A MAXIMUM OF 35 DEGREES BELOW HORIZONTAL.
iG suse tue TCI) Trench grate longitudinal bar 5.1. TO BE RESPONSIBILITY OF BODY CORPORATE. NOOSA DUNES
y TAL. Thermostatic, mining valve 52 To LIST ALL IN FLOW FILTERING DEVICES LIKE LEAF EATERS AT DP’S AND OTHER FILTERS. 5. EXTERNAL FEED HYDRANTS SHALL BE POSITIONED WITHIN 20M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE AUTHORITY PUMP
Wi hii emperin: valve wD . j
fol wm Maching u/g Underground 5.4, TO CLEAN DEVICES SUCH AS GUTTERS AND GULLY PITS: 6. EXTERNAL HYDRANTS SHALL BE POSITIONED NOT LESS THAN 10M FROM THE BUILDING UNLESS PROTECTED BY A CONSTRUCITON HAVING DRAWING TITLE:
u/s Under slab ; “AS TO MANUFACTURES SPECIFICATION AFIRE RESISTANCE LEVEL OF NOT LESS THAN 90/90/90 EXTENDING AT LEAST 2M EITHER SIDE OF THE HYDRANT OUTLET, AND WHICH EVER
8 FWG Floor Waste Gully u.n.o, Unless noted otherwise
un v “MINIMUM QUARTERLY. BUT MONTHLY IN RAINY SEASON IS THE LESSER, 3M FROM THE GROUND LEVEL ADJACENT TO THE HYDRANT OR THE HEIGHT OF THE BUILDING. /|
. ater supply ,
as Bn Basin “AFTER EACH MAJOR RAINFALL EVENT 7. FIRE AUTHORITY BOOSTER CONNECTIONS SHALL BE INSTALLED WITHIN 8M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE
5.5. TO INSPECT AND CLEAN TANKS MINIMUM ONCE YEARLY. AUTHORITY PUMP APPLIANCE HAS ACCESS.
Cc) Bth — Bath Shr Shower 5.6. TO INSTALL AND MAINTAIN PUMP AND FIXTURES FOR REUSE/WATERING/IRRIGATION AS TO MANUFACTURES SPECIFICATION 8. MATERIALS: <@100 CLASS 16 FOLY / TYPE correr IN GROUND. COVER SHEET (~v)
5 OS mee ener “210 FRGLTE LG/ TYPE B COPPER SERS
La «=O ME_— Water Meter CS Cleaners Sk 9. DO NOT USE GALVANISED FOR UNDERGROUND PIPE WORK.
Design RH, Checked] Ch Date |O3—04—14 | Dwg. No. AMD.
\. SCALE: 1: 100 ON At UNo.| 1 Of 2 2873-1 J

 

 

 

 

RPD:-— LOT 26 SP 111721