Response to Council's Information Request · MCU14/0077

 

 

 

Dive &

STREET ADDRESS:

10/100 RENE STREET
NOOSAVILLE

REAL PROPERTY DESCRIPTION:

LOT

CLIENT NAME:

10 SP 230643

 

NOTE:

 

 

|

 

INTEGRATED WATER CYCLE MANAGEMENT NOTES:

 

WILSON CLARK CONSTRUCTIONS

STORMWATER QUANTITY:
STORMWATER QUALITY:

RETENTION REQUIRED
DEEMED TO COMPLY SOLUTION Cli

refer: "deemed to comply solutions — stormwater quality management
south east queensland” version 1.0, may 2010 by "healthy waterways”

DRAWING SCHEDULE DA AND

 

OPERATIONAL

WORKS

 

 

 

 

FLOOD MANAGEMENT: NOT REQUIRED

DEMAND REDUCTION:

BAN?

 

A4STAR WELS RATED FIXTURES

STORMWATER MANAGEMENT

 

STORMWATER QUALITY&QUANTITY DETAILS

 

 

 

 

 

 

 
 
  

 

 

Bartlett st

Wandoo Ct

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STORMWATER QUALITY MAINTENANCE

 

EROSION & SEDIMENT CONTROL PLAN (ESC)

 

 

 

 

 

DRAWING SCHEDULE BA

 

PLUMBING & FIRE

 

 

 

 

 

ROOF & SITE DRAINAGE

 

SANITARY DRAINAGE

 

WATER SUPPLY & HYD COVERAGE

 

 

 

 

 

 

 

 

 

 

DEPENDING ON GROUND CONDITIONS AND IF
REACTIVE SOIL IS FOUND ALL PENETRATIONS,
VERTICAL AND HORIZONTAL SHALL BE
PROVIDED WITH SWIVEL JOINTS AND
EXPANSION JOINTS. ALL SUBSURFACE DRAINS
REQUIRE EXPANSION JOINTS AT 10m SPACING. 2864-1 COVER SHEET
2864-—OP2
2864-OP3
2864-OP4
2864-—OP5
2864—OP6| ESC NOTES
\continues
gooxgoo ‘We REFER VDM eo HY’
- 2864-1 COVER SHEET
2864-H2
2864-—H3
2864—-H4
—O) ss
NOTE:

 

 

 

 

 

 

 

 

 

——EXISTING SEWER
@150uPVC clt2

 

 

 

 

 

 

 

 

 

 

 

 

 

ALL LEVELS ARE SUBJECT TO SURVEY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| .
Site 1701. m?
0 Roof 647m
| Driveway 806 =m?
LOCALITY MAP || 7 7 Landscape 248m?
SCALE NTIS. — 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 Date
aw Ron Water 3 Diameter 1. DONOT 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 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 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
Grey Water Dov Double check’ valve 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.
ent Pipe Een Eccentric Enlarger STAR (FORMER AAAA WATER CONSERVATION RATING AS PER AS/NZ6400). 5. EXPOSED PIPEWORK IN AMENITIES AREAS, SHALL BE CHROME PLATED.
aT GO yuater 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
cv lteeeeee _ Fire FH Fire Hydrant 8. WATER SUPPLY AND SANITARY DRAINAGE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Q'LD ANEW ARCHITECTURAL LAYOUT 11-09-14
aol 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 x bans 14
Rain Water Ri Gt Ce Hs eptor 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 =05-
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
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 & FRAMES.
educt Vent iL invert Level 1. COVERS SUBJECT TO VEHICULAR TRAFFIC TO BE 2535 CAST IRON, MEDIUM DUTY U.N.O.
Y= © Induct Vent io Inspection opening 2. COVERS IN GRASSED OR CONC. AREAS TO BE 2535 CAST IRON, CONCRETE INFILL LIGHT DUTY.
®) ‘, Wy i 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 ey
© Mot Water Riser Kec yore Channel 7. 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 =:
@>— 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. . i i
PO Planter outlet 5. TRADE WASTE PIPEWORK TO OIL SEPARATOR SHALL BE HDPE, OR VITREOUS CLAY WITH'NITRILE" RUBBER RINGS. GRATINGS contact: Reinhold Koenning mictust RPEQ No 7025
=~ Vv Valve " ”
ms 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 Fae ees CON ONATER TO BE "FASTON, GATIC" OR APPROVED EQUAL DUTY TO MATCH MANUFACTURERS RECOMMENDATIONS Moffat Beach, QLD, 4551
RPZD Red p Z devi BRASS CAPS, SEALED AND SCREWED. : email: [email protected]
“Sl rSreee & grees ne A re NS SI repens PO SEIS ne on se
—--<b-— en Enlarger ain warer nea : CLIENT :
sD Sanitary Drainage STORMWATER DRAINAGE
/ et Saoce ‘evel 1. UNDERGROUND PIPEWORK SHALL BE 2100 PVC CLASS SW MIN GRADE 1:00 U.N.O. WILSON CLARK CONSTRUCTIONS
ORG Overflow Relief Gully s/t Safe Tray 2. DOWNPIPES SHALL BE @100 PVC CLASS SW, U.N.O ON HYDRAULIC PLANS. FIRE SERVICE
Wat SWD 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, itd Trapped. Tundish REQUIRED. 2, ALL HYDRANT PIPEWORK TO BE IDENTIFIED IN ACCORDANCE WITH AS1345. COOL ARCHITECTURE
“Sink i Testygte 4. GULLY PITS SHALL BE CONCRETE BODY IN TRAFFIGABLE AREAS AND POLY IN NON TRAFFIGABLE AREAS U.N.O. d. ALL HYDRANTS 10 BE FITTED WITH THE VALVE OUTLET AT RIGHT ANGLES TO THE FAGE OR WALL BEHIND THEVAMEGUMETisTOBE | 7% R R <
s n ! 5. POLLUTION CONTROL MANAGEMENT PLAN (PCMP): : : PROJECT: 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. mhcng 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
(o] wm Washing wv, Tempering valve 5.3. TO KEEP AND MAINTAIN A LOG OF CLEANING. APPLIANCE HAS ACCESS.
Machine v/g Undergrounc 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:
3 Eye Floor wees Guy u/s Under slab sherwi “AS TO MANUFACTURES SPECIFICATION A FIRE RESISTANCE LEVEL OF NOT LESS THAN 90/90/90 EXTENDING AT LEAST 2M EITHER SIDE OF THE HYDRANT OUTLET, AND WHICH EVER
uno. niess noted otherwise “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. \
. Ss Water supply ,
a 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.
( Bth — Bath 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)
EL FHR Fire Hose Ree! OAS He water ste e100 FIRELITE ILG / TYPE B COPPER RISERIS
Lal ME Water Meter CS Cleaners Sk 9. DO NOT USE GALVANISED FOR UNDERGROUND PIPE WORK.
Design AnH. Checked (Ch. Date 21-05-14 Dwg. No. AMD.

SCALE: 1 : 200 ON At U.N.O.

1 of 6 (4) 2864-1 By

 

 

RPD:—

LOT 10 SP 230643