Response to Council's Information Request · MCU14/0077

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
     

 

 

 

   

  
  

     
  

 
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTE:
D | INTEGRATED WATER CYCLE MANAGEMENT NOTES: DEPENDING ON GROUND CONDITIONS AND IF
1) A refer: ” deemed to comply solutions — stormwater quality management REACTIVE SOIL IS FOUND ALL PENETRATIONS, DRAWI NG SCH EDU LE DA AN D
south east queensland” version 1.0, may 2010 by "healthy waterways” eeOvIGeD OH TO OU OINee AND O Pp F RAT | O N A L WO R K S
EXPANSION JOINTS. ALL SUBSURFACE DRAINS
1. STORMWATER QUANTITY: RETENTION REQUIRED REQUIRE EXPANSION JOINTS AT 10m SPACING. 2864-1 COVER SHEET
STREET ADDRESS: 2. STORMWATER QUALITY: DEEMED TO COMPLY SOLUTION Cl1
. 3. FLOOD MANAGEMENT: NOT REQUIRED 2864—OP2| STORMWATER MANAGEMENT
1 0/1 OO RENE STREET 4. DEMAND REDUCTION: 4STAR WELS RATED FIXTURES 2864—0P3| STORMWATER QUALITY&QUANTITY DETAILS
2864—OP4| STORMWATER QUALITY MAINTENANCE
N O O S AV | L L E 2864—OP5| EROSION & SEDIMENT CONTROL PLAN (ESC)
2864—OP6| ESC NOTES
REAL PROPERTY DESCRIPTION:
CLIENT NAME: \continues DRAWING SCHEDULE BA
WILSON CLARK CONSTRUCTIONS \ PLUMBING & FIRE
soe EE eo HY
— 2864-1 COVER SHEET
2864-H2 | ROOF & SITE DRAINAGE
2864—H3 | SANITARY DRAINAGE
2864—H4 | WATER SUPPLY & HYD COVERAGE
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| Site 1701. m?
0 Roof 647m?
| Driveway 806 =m?
LOCALITY_MAP Jif Bs Landscape 248m”
: ‘APPROVED DRAWINGS 7 . 2
SCALE: NTS New impervious 1453. m
|
| CATCHMENT AREAS
] ~ DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
SITE PLAN & EXISITNG SERVICES FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
LEGEND GENERAL NOTES WATER SUPPLY Amd Description Dote
Ron Water 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 Water 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 Cu 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 Se Gold Woter  anel 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
—sw— Grey Water Bey Double check walve 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.
TTT TTT fant oe Een Eccentric Enlarger STAR (FORMER AAAA WATER CONSERVATION RATING AS PER AS/NZ6400). 5. EXPOSED PIPEWORK IN AMENITIES AREAS, SHALL BE CHROME PLATED.
~~ = Foe ater 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
Storm Water Drainage Fe False. ceiling 7. THE FLOW SHALL NOT EXCEED A MAXIMUM OF 9L/MIN. COMMON AREAS ONLY. B_| NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI [15-10-14
____----- fire FH Fire Hydrant 8. WATER SUPPLY AND SANITARY DRAINAGE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Q'LD A | NEW ARCHITECTURAL LAYOUT 11209214
Agi Drain FHR Fire hose reel STANDARD SEWERAGE LAW, Q'LD STANDARD WATER SUPPLY LAW, THE NATIONAL PLUMBING, DRAINAGE CODE AS 3500, THE ieoue Noles Date
FFL Finished floor level Q'LAND DEVELOPMENT CODE QDC, THE FIRE HYDRANT CODE AS2419, ALL RELEVANT AUSTRALIAN STANDARDS, AND THE BACKFLOW PREVENTION xX bios 1a
Rain Woter Ri fu Fixture units on tro REQUIREMENTS OF THE LOCAL AUTHORITY. 1. PROVIDE HOSE CONNECTION VACUUM BREAKERS TO ALL HOSE COCKS PROVIDE RPZD TO ANY IRRIGATION CONNECTIONS, For Development Approval < aoe tt
— ain Mater NISer GP Gully. pit P P 9. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND/OR HAZARD ZONES. For Building Approval i
Ce) ° 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 ay 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 jot water DECISION BEFORE PROCEEDING WITH THE WORK. CONTRACTOR'S SHALL VERIFY ALL FIXTURE LOCATIONS, INVERT LEVELS, (DCV) U.N.O.
Vent Pipe Hoe gouse connection branch SURFACE LEVELS, AND COVER TO PIPES ARE CORRECT AND OBTAINABLE PRIOR TO COMMENCEMENT OF THE WORK. THE EXACT bs Constructed
@) 5 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 & FRAMES
Fduct Vent iL invert. Level 1. COVERS SUBJECT TO VEHICULAR TRAFFIC TO BE 2535 CAST IRON, MEDIUM DUTY U.N.O.
= Induct Vent io inspection opening 2. COVERS IN GRASSED OR CONC. AREAS TO BE 535 CAST IRON, CONCRETE INFILL LIGHT DUTY.
: ios Inspection Opening to Surface SANITARY DRAINAGE 3. COVERS IN PAVED AREAS TO BE 600 SQ. INFILL TO MATCH PAVING PATTERN. ;
(8) © Hot Water Riser Kec yore Channel 1. UNDERGROUND PIPEWORK SHALL BE 2100 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. Hyd raulic ya
(3). Fire Dropper NRV Nene urn valve 2. SUSPENDED PIPEWORK SHALL BE PVC CLASS DWV. 5. CONCRETE INFILL COVERS TO BE STAMPED "SWD" OR "SEW" AS APPROPRIATE.
Fire Riser PB Path box 3. TRADE WASTE PIPEWORK TO GREASE TRAP SUSPENDED SHALL BE "COESPRENE" OR HDPE. \-
PLV Pressure limiting valve 4. UNDERGROUND SHALL BE VITREOUS CLAY OR HDPE. - Rel +A MlEAust RPEQ No 7023
—— —V_s“Vallve PO Planter outlet 5. TRADE WASTE PIPEWORK TO OIL SEPARATOR SHALL BE HDPE, OR VITREOUS CLAY WITH"NITRILE” RUBBER RINGS. GRATINGS ; . CONTACT: Reinhold Koenning "s °
he Hose Cock Ree Reel Property seeeaetn 6. CLEANOUTS OR INSPECTION OPENINGS BROUGHT TO SURFACE IN PAVED OR CONCRETE AREAS, OR WITHIN BUILDINGS TO HAVE 1. CeO SSO COROT NON ER TO BE "FASTON, GATIC" OR APPROVED EQUAL DUTY TO MATCH MANUFACTURERS RECOMMENDATIONS Moffat Beach, QLD, 4551
RPZD Red PI Z devi BRASS CAPS, SEALED AND SCREWED. : email: [email protected]
an tt Se RT as eee SIS are ass Ao SES re (on sts
en Enlarger ain water Nea : CLIENT :
SD Sanitary Drainage STORMWATER DRAINAGE
SL Surface Level 7 TINDERGROUND PIPEV
1. UNDERGROUND PIPEWORK SHALL BE @100 PVC CLASS SW MIN GRADE 1:100 U.N.O. WILSON CLARK CONSTRUCTIONS
. Si Si on
ore Overflow Relief Gully s/t Sate Tray 2. DOWNPIPES SHALL BE @100 PVC CLASS SW, U.N.O ON HYDRAULIC PLANS. FIRE SERVICE
Wat Si) Storm water drain 3. RAINWATER OUTLETS (RWO) AND PLANTER OUTLETS (PO) SHALL BE "GATIC WADE" OR SIMILAR, WITH MEMBRANE CLAMPS WHERE 1. ALL HYDRANT PIPEWORK TO BE IN ACCORDANCE WITH AS2419-2005 CLAUSE 6.8. ARCHITECT :
[]o we Water td Tropped Tundish REQUIRED. 2. ALL HYDRANT PIPEWORK TO BE IDENTIFIED IN ACCORDANCE WITH AS1345. COOL ARCHITECTURE
1G Test gate 4. GULLY PITS SHALL BE CONCRETE BODY IN TRAFFICABLE AREAS AND POLY IN NON TRAFFICABLE AREAS U.N.O. 3. ALL HYDRANTS AND FIRE HOSE REELS SHALL HAVE A MINIMUM CLEARANCE (IN ALL DIRECTIONS) OF 100MM AROUND THE HANDWHEEL. y J
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 (Prosect: 10/100 RENE STREET \
Tat Trench grate transverse bar 51. TO BE RESPONSIBILITY OF BODY CORPORATE HORIZONTAL OR SLOPING AT A MAXIMUM OF 35 DEGREES BELOW HORIZONTAL. NOOSAVILLE
LT Laundry Tub Tou) Trench. grate Se ve 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
ol wm — Washing Vv Tempering valve 5.3. TO KEEP AND MAINTAIN A LOG OF CLEANING. APPLIANCE HAS ACCESS.
Machine 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 / 7 A FIRE RESISTANCE LEVEL OF NOT LESS THAN 90/90/90 EXTENDING AT LEAST 2M EITHER SIDE OF THE HYDRANT OUTLET, AND WHICH EVER
6 FWG Floor Waste Gully Ont Fed oth AS TO MANUFACTURES SPECIFICATION
U.0.0. nless noted otherwise , IS THE LESSER, 3M FROM THE GROUND LEVEL ADJACENT TO THE HYDRANT OR THE HEIGHT OF THE BUILDING.
; ws Water supply MINIMUM QUARTERLY, BUT MONTHLY IN RAINY SEASON
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) 8th Both Shr Shower 5.6. TO INSTALL AND MAINTAIN PUMP AND FIXTURES FOR REUSE/WATERING/IRRIGATION AS TO MANUFACTURES SPECIFICATION 8. MATERIALS: = <@100 ORE ConerR MOVE Soo uns IN GROUND. COVER SHEET M)
SS mes ~ eee “210 FRGLTELG/ PE B COPPER SERS
La «= ME_—s Water Meter CS Cleaners Sk 9. DO NOT USE GALVANISED FOR UNDERGROUND PIPE WORK.
Design | RK. | checked | Ch [Date 21-05-14 | Dwg, No. AMD.
SCALE: 1 : 200 on at uno.| 1 of 6 (4) 2864-1 By
RPD:— LOT 10 SP 230643