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REFERENCED Document Roof Drainage & Site Filtration & Cover Sheet MCU13/0151
STREET ADDRESS: 26/512 DAVID LOW WAY CASTAWAYS BEACH REAL PROPERTY DESCRIPTION: LOT 26 SP 111721 CLIENT NAME: M & N HEGGART NOTE: DEPENDING ON GROUND CONDITIONS AND IF REACTIVE SOIL |S FOUND ALL PENETRATIONS, VERTICAL AND HORIZONTAL SHALL BE PROVIDED WITH SWIVEL JOINTS AND DRAWING SCHEDULE EXPANSION JOINTS. ALL SUBSURFACE DRAINS 2768-1 __| COVER SHEET REQUIRE EXPANSION JOINTS AT 10m SPACING. 2768-2 ROOF DRAINAGE & SITE INFILTRATION Co Rate PTE A, Mm t %p,. "On So, Op Ie... | SCOPE | Trp, 417 | a OF | Dy WORKS ‘ | f - | | | wage | a O ARCUS | S = DUNE My | COURT roy 4 1 Pei ey, | | & QS | } 4 | My : g | ik ep | 95 | > | 0 | | a | | Q | i | > | < | | é | i | | K ‘SCALE: NTS: = ENSURE ORIGINAL SIZE DRAWING IS USED |, TENDERING AND CONSTRUCTION, LEGEND feng] Description Tate} Rain Water 7 Glamater A FROM THESE DRAWINGS. IN ACCORDANCE WITH AS84020, FOR EXAMPLE: ABS (ACRYLONITRITE STYTRENE), PP (POLY PROPYLENE), PE Existing Woter c.0.8, Cleanout to surfece 2. DONOT RELY ON THESE DRAWINGS FOR ALIGNMENT AND LEVELS OF EXISTING INFRASTRUCTURE. (POLYETHYLENE) OR COPPERUNO, Existing Sewer Qa Capped junction ‘3. IT 18 THE OBLIGATION OF 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 wv Conrol valve CONSTRUCTION. ‘SHALL BE LAGGED. HOT WATER RECIRCULATING LINES TO BE INSULATED WITH 20MM “ARMAFLEX" OR SIMILAR. Existing House droin cs Cleaners sink 4. THE PLUMBING CONTRACTOR IS OBLIGED TO OBTAIN REAL SIZE PRINT OUTS (At U.N.O.) FOR THE PREPERATION OF TENDER. ANY 3 ‘TEMPERING VALVES ON HOT WATER TO PERSONAL HYGIENE FIXTURES. Sonitary Drainage ee, Gold Veer CLAIMS REFERED TO AS “DRAWING COPIES" NOT READABLE SHALL 4. UNDERGROUND COPPER PIPEWORK SHALL BE "KEMLAGGED" OR OTHERWISE PROTECTED. UNDERGROUND PIPEWORK NOT UNDER Grey Water Be Doubs hasan 6. LAUNDRY & BATHROOM SHALL COMPLY WITH THE MINIMUM WELS WATER RATING LEVEL 4 CONCRETE SLAB MAY BE POLYPIPE CLASS PN20. ONE SIZE LARGER THAN SHOWN. s jd al reerges STAR (FORMER MAAA WATER CONSERVATION RATING a8 PER ASINZO400), 6. EXPOSED PIPEWORK IN AMENITIES BE CHROME PLATED. ar ge Revels ie 6. FLOW Ay ety 1 catia pcre ening liars 6. SODMETERS SHALL COMPLY WITH APPROVED DEVIGES REFER LOCAL AUTHORITY REGULATIONS, SUBMETERS SHALL BE LOCATED IN Storm Woter Oroinoge Fo Fakes 7. THE FLOW SHALL NOT EXCEED MAXIMUM OF UMN EU OAY. Fire FH Fire 8. WATER SUPPLY AND SANITARY DRAINAGE HAS: /AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Q’LD o Agl Drain we Fire pera STANOND SEWErAGE LAW CLD STANDARD WATER SUPPLY LA ve RATIONAL PLUMBING, DRAWS CODE A THE ieee. ‘Notes Dote fu Flature unite REQUIREMENTS OF THE LOCAL AUTHORITY. FAS EROVIOE HOSE CONNECTION VACUUM BREAKERS TO ALL. HOSE COCKS PROVIDE RPZD TO ANY IRRIGATION CONNECTIONS, fee Gevelgpment Approves OTA (3) ©, ele Sonera: = Brpore rtereentor trop 0. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL ‘[ANDIOR HAZARD ZONES. . [ee tes eee @ Cold Water River GMH rd Eon Hole DRAWINGS, OTHER CONSULTANTS DRAWINGS, SPECIFICATIONS. WRITTEN INSTRUCTIONS THAT MAY BE ISSUED 2. PROVIDE APPROVED BACK FLOW PREVENTION TO FIRE SERVICES, HYDRANT SUPPLY (TESTABLE SINGLE CHECK VALVE U.! tke ror Tender Down Pipe fy, ate vaio DURING THE COURSE OF THE CONTRACT, ANY DISCREPANCIES SHALL BE REFERRED TO THE: OFFICER FOR ‘ALL FIRE HOSE REELS WHICH MAY BE USED FOR OTHER THAN FIRE FIGHTING SHALL BE EQUIPPED WITH DOUBLE CHECK VAL For Construction ‘Stock Hot water PROCEEDING WITH THE WORK. ‘SHALL VERIFY ALL FIXTURE LOCATIONS, a (RCV) UN.O. (ae Conatruchad @- Vent Pipe Tie [eueezaeepiostion broneh LEVELS, AND COVER TO PIPES ARE CORRECT AND OBTAINABLE PRIOR TO COMMENCEMENT OF THE WORK. THE EXACT @=—— Croup Vent HL tigh level LOCATION OF EXISTING, AND PROPOSED SERVICES, SHALL BE VERIFIED WITH THE RELEVANT AUTHORITY, OR OTHER TRADES AS: @- Educt Vent t Inver Laval See Ae Re DOR CA LEAST, POMTIRAING Crys comee . $Y EBVERS SUBIECT TO VEHICULAR TRAFFIC TO BE 2696 CAST IRON, MEDIUM DUTY U.N.O, Construction QZ — induct vert lo Inapection opening 2, COVERS IN GRASSED OR CONC. AREAS TO BE @535 CAST IRON, INFILL LIGHT DUTY. . Be Wrepertion, Opening to Surtose 3. COVERS IN PAVED AREAS TO BE 600 SQ, INFILL TO MATCH PAVING PATTERN. Hydraulic Hot Water Riser Kac Kerb & Channel fe ‘SHALL BE 8100 PVC DWV, AND UPVC WHERE EXPOSED, MIN GRADE 1:60 U.N.O. 4 IN AREAS TO BE AS FOR PAVED AREAS WITH BRASS EDGING. 'y' en Fre Dropper Nav Nen'retum vob 2 SUBPENDED PIPEWORK SHALL BE PVC CLASS DWV. 5 INFILL COVERS TO BE STAMPED *SWD" OR "SEW" AS APPROPRIATE, (—~ Fre eer Path ‘bow hgh 3. TRADE WASTE PIPEWORK ‘TRAP SUSPENDED SHALL BE “COESPRENE* OR HOPE. Gon Gieay Keomnnmouean ne ‘cult |) TRADE prenyh carding “en Seti HDPE, OR VITREOUS WITH'NITRILE" RUBBER contact: Reinhol ‘joenning a he Hote coex Be Rel Bropery Boundary, 3 Sewicure on Fee OR ors cree sur CR WITHIN DUC DINGS TO HAVE GRAYNos Fon sroRM WATER TOBE"FASTON, GAT" OR APPROVED EQUAL DUTY TO MATCH MANUFACTURERS RECOMMENOATIONS wet ‘socks a4, 4881 AHSCA ——— ean Eccentric Eniorger a Aesuce PrmnZte dees Me. 2. TRENCH GRATE TO BE TRANSVERSE BAR. Pre (07) S401 4933" FX: (07) 8401 4233 —-<b-— on Enlarger it foe sare pat 3. FLOOR WASTE GRATES TO BE CHROME PLATED BRASS CUENT + Q_—_oRG_Overfiow Ratiet Guty 5 ser 2 DOWNPIRES SHALL BE gtUD PvE CLAS SN UNGON HYDRAULIC ALANS. MeN ESOASE 2 4 I, DO we Yee, ho Storm water desin 3, RAINWATER OUTLETS (RWO) AND PLANTER OUTLETS (PO) SHALL BE “GATIC WADE" OR SIMILAR, WITH MEMBRANE CLAMPS WHERE TF ronant peawore: 10 on tattoos Maaco Ae wT Ae ARCHITECT aa ey $ TRAFFICABLE AREAS: 3. ALL HYDRANTS AND FIRE HOSE REELS SHALL HAVE A MINIMUM CLEARANCE (IN ALL DIRECTIONS) OF 100MM AROUNO THE HANOWHEEL. Siok Trad fc POLLUTION CONTROL HANAGE Ene APM ee eee _ 4. ALLHYDRANTS TO BE BEPITTED WIT THE VALVE OUTLET ATIUGHT ANGLES TO TE FACE OR W SM ARONCITomereToee | POET 26/512 DAVID LOW WAY i Trench gress. tranaesepe oe * "6.1, TO BE RES! HORIZONTAL OR SLOPING AT A MAXIMUM OF 35 BELOW HORIZONTAL. NOOSA DUNES oO (LT Laundry Tub TMV. 2 valve 82 TOUT AL W FLOW PLTERNG DEVGESLKE LEAF EATERS AT OF AND OTHERFLTERS, 5 EXTERNAL FEED YDRANTS SHALL BE POSTIONED WTHN ZH OF AROND HARDSTAND OR THE LIKE TO WHICH THE FIRE AUTHORITY PUMP] Moshing Ww fempering vove KEEP AND MAINT/ HAS ACCESS. Underground DEVICES SUCH AS GUTTERS. GUL 6 A XTERNAL HYDRANTS SHALL BE POSITIONED NOT LESS THAN 10M FROM THE BUILDING UNLESS PROTECTED BY A CONSTRUCITON HAVING DRAWING TITLE: we Unsere Aroma vd meee Tee AAFIRE RESISTANCE LEVEL OF NOT LESS THAN 0/90 EXTENDING AT LEAST 2M EITHER SIDE OF THE HYDRANT OUTLET, AND WHICH EVER Heer Mesh su yes Groene [rated itera Y, BUT MONTHLY IN RAINY SEASON 1S THE LESSER, 3M FROM THE GROUND LEVEL ADJACENT TO THE HYDRANT OR THE HEIGHT OF THE BUILDING. Basin S -AFTER EACH RAINFALL EVENT FIRE AUTHORITY BOOSTER CONNECTIONS SHALL BE INSTALLED WITHIN 8M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE 5.8. TO INSPECT AND CLEAN TANKS MINIMUM ONCE YEARLY. ‘AUTHORITY PUMP APPLIANCE HAS ACCESS. Both Shr Shower 18.8. TO INSTALL AND MAINTAIN PUMP AND FIXTURES FOR REUSEAATERINGMRRIGATION AS TO MANUFACTURES SPECIFICATION 8. WATERIALS! =< (S010) | CLARE SS POLY (TYPE 2 OOERER IN GROUND, COVER SHEET HWS Hot water system >= 8100 GLASS 18 BLUE BRUTE IN GROUND, ire. tee Reet o ERELTE IG TYPE B COPPER RISES, Water Meter ft} CS Clecners Sk 9, DONOT USE GALVANISED FOR UNDERGROUND PIPE. [temp [UH [Orecked]| Gh [tate [30-07-13 | Bvo No co VVscuzs1: 100 ovaruna| tot? | 2768-1 |) ( RPO:— LOT 26 SP 111721
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