Collated Planning Report · MCU14/0077

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
     

 

 

 

   

  
  

     
  

 
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTE:
D | INTEGRATED WATER CYCLE MANAGEMENT NOTES: DEPENDING ON GROUND CONDITIONS AND IF
1) \ 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
4. DEMAND REDUCTION: 4STAR WELS RATED FIXTURES
1 O/ 100 RENE STREET c 2864—OP3| STORMWATER QUALITY&QUANTITY DETAILS
2864-OP4| STORMWATER QUALITY MAINTENANCE
N O OQ 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 aX PLUMBING & FIRE
soe EE eo HY
\ srrase = 2864-1 COVER SHEET
2864-H2 | ROOF & SITE DRAINAGE
2864—H3 | SANITARY DRAINAGE
2864—H4 | WATER SUPPLY & HYD COVERAGE
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PROPOSED oavctopwenr-/ |
Wandoo Ct |
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| A 2
| Site 1701. m
0 Roof 647m
| Driveway 806 =m?
LOCALITY_MAP . | 7 See Landscape 248m”
: ‘APPROVED DRAWINGS 7 . 2
SCALE: NTS New impervious 1453. m
|
| CATCHMENT AREAS
| CATCHMENT AREAS
(P) (PD)
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DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
SITE PLAN & EXISITNG SERVICES ] FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
LEGEND GENERAL NOTES WATER SUPPLY Amd Description Date
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. DONOT 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 cw Cold Water 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
DAP Duct access panel
—sw—— __ Grey Water Bev 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 TT 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.
_ — fet Water glev DgeEvevated 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
. . 7. THE FLOW SHALL NOT EXCEED A MAXIMUM OF 9L/MIN. COMMON AREAS ONLY.
We I I
Lone e eee ~ orm Water Drainage iy Fre ayareng 8. WATER SUPPLY AND SANITARY DRAINAGE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Q'LD A” | NEW ARCHITECTURAL LAYOUT 11-09-14
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 A$2419, ALL RELEVANT AUSTRALIAN STANDARDS, AND THE BACKFLOW PREVENTION xX bios 1a
Rain Water Ri oe Eodure units tor t REQUIREMENTS OF THE LOCAL AUTHORITY. 1. PROVIDE HOSE CONNECTION VACUUM BREAKERS TO ALL HOSE COCKS PROVIDE RPZD TO ANY IRRIGATION CONNECTIONS, For Development Approval —0S—
ee ain Water Riser GP Gully pt 9. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND/OR HAZARD ZONES. For Building Approval x 21—05—14
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 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. As 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 & 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.
Hot Water Ri ios Inspection Opening to Surface SANITARY DRAINAGE 3. COVERS IN PAVED AREAS TO BE 600 SQ. INFILL TO MATCH PAVING PATTERN. H d li us
° or ater Riser Kec yore Channel 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 raullec =
(3) Fire Dropper NRV Non return 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 tng MigAust RPEQ No 7023
Vv Valve PO Planter outiet 5. TRADE WASTE PIPEWORK TO OIL SEPARATOR SHALL BE HDPE, OR VITREOUS CLAY WITH'NITRILE” RUBBER RINGS. GRATINGS . . contact: Reinhold Koenning Michus °
he Hose Cock Ree Real propery aoe, hn 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
i BRASS CAPS, SEALED AND SCREWED. : email: [email protected]
een Eccentric Enlarger RWO. Rein water’ outlet Zone device 2. TRENCH GRATE TO BE TRANSVERSE BAR. 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
OQ overflow Relief Cull 54 Saoce ‘evel 1. UNDERGROUND PIPEWORK SHALL BE 2100 PVC CLASS SW MIN GRADE 1:100 U.N.O. FIRE SERVICE WILSON CLARK CONSTRUCTIONS
ORG Overflow Relief Gully st Safe. Tray 2. DOWNPIPES SHALL BE 100 PVC CLASS SW, U.N.O ON HYDRAULIC PLANS. FIRE SERVICE
flo we Water I) Storm water drain 3. RAINWATER OUTLETS (RWO) AND PLANTER OUTLETS (PO) SHALL BE "GATIC WADE" OR SIMILAR, WITH MEMBRANE CLAMPS WHERE 5 ALL AYDRANT PIPEWORK 19 BE DEN UMIEDIN ACCORDANCE With asi ade 6.8. ARCHITECT :
t/td Tr d Tundish REQUIRED. .
Closet % Test gate “nes 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 COOL ARCHITECTURE 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 \
TG(t) Trench grate transverse bar HORIZONTAL OR SLOPING AT A MAXIMUM OF 35 DEGREES BELOW HORIZONTAL.
LT Laundry Tub TG(I) Trench grate longitudinal bar 5.1. TO BE RESPONSIBILITY OF BODY CORPORATE. NOOSAVILLE
y TMV. Thermostatic. mbang. 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
ol wm — Washing V 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:
S EWG Floor Waste Cull 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
oor maste Suy un.o. Unless 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
n = : ,
os 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.
C)) bth 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)
ELF Fre Hose Ree OMS Het eter sytem Foo oe UT STONE.
La «= ME_—s Water Meter CS Cleaners Sk 9. DONOT 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 A)
RPD:— LOT 10 SP 230643