Council archive · source document
3278 Colour 250717 · MCU17/0523
Attached to the e-mail Information response - MCU17/0523.
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PLUMBING, DRAINAGE AND STORMWATER
NOTE:
DEPENDING ON GROUND CONDITIONS AND _ IF
DRAWING SCHEDULE
REACTIVE SOIL IS FOUND ALL PENETRATIONS,
VERTICAL AND HORIZONTAL SHALL BE
HYDRAULIC SERVICES
PROVIDED WITH SWIVEL JOINTS AND
EXPANSION JOINTS. ALL SUBSURFACE DRAINS
3278-1 COVER SHEET
REQUIRE EXPANSION JOINTS AT 10m SPACING.
3278-2 STORMWATER DRAINAGE
STREET ADDRESS:
2 6 5 { 2 DAVI D LOW WAY 3278-3 SANITARY DRAINAGE
/ 3278-4 WATER RETICULATION
DR % 3278-5 ELEVATIONS AND SPECIFICATIONS
CASTAWAYS BEACH
| GROUND FLOOR RL 20.0C a oO
REAL PROPERTY DESCRIPTION: | Z
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j . ( / // ‘ s “ “ SIGNED BY THE PRINCIPAL AND
| ES \ \ - SENIOR DESIGN ENGINEER
“OCALITY WAP | & RL RL RL RL RL14 RL RL RL RL | OR.ING, REINHOLD KOENNING
SCALE: NTS | e 1 6 1 5 . 5 1 5 1 4, 5 1 3 * 5 1 2 1 1 . 5 1 1 MSC, PHD, MEAUST, AHSCA
DATE AS PER TITLE BLOCK
SITE PLAN & EXISITNG SERVICES o
DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
LEGEND GENERAL NOTES WATER SUPPLY Amd Description Date
Ron Water 3 Diameter 1. DONOT SCALE FROM THESE DRAWINGS. 1. WATER SUPPLY DIAMETERS ARE NOTED IN "ID" UNLESS NOTED OTHERWISE
Existing Water tos. Cleanoat to surface 2. DO NOT RELY ON THESE DRAWINGS FOR ALIGNMENT AND LEVELS OF EXISTING INFRASTRUCTURE. 2. PIPEWORK SHALL BE IN ACCORDANCE WITH AS4020, FOR EXAMPLE: ABS (ACRYLONITRITE STYTRENE), PP (POLY PROPYLENE), PE
S Existing Sewer CJ Capped junction 3. ITIS THE OBLIGATION OF THE CONTRACTOR AND/OR PLUMBING CONTRACTOR TO SURVEY ALL EXISTING SERVICES PRIOR TO (POLYETHYLENE) OR COPPER U.N.O.
Existing Storm water cv Conrol valve CONSTRUCTION. 3. WATER SUPPLY PIPEWORK SHALL BE @20 U.N.O. EXCEPTION: ONE FITTING ONLY MAY BE @15. MAX. LENGTH 3000 MM. HOT WATER PIPEWORK
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 SHALL BE LAGGED. HOT WATER RECIRCULATING LINES TO BE INSULATED WITH 20MM "ARMAFLEX" OR SIMILAR.
Sanitary Drainage Se Bold Woter sonel CLAIMS REFERED TO AS "DRAWING COPIES" NOT READABLE SHALL BE REFUSED. 4. PROVIDE TEMPERING VALVES ON HOT WATER TO PERSONAL HYGIENE FIXTURES.
Grey Water Bev Double check’ valve 5. ALL KITCHEN, LAUNDRY & BATHROOM FITTINGS AND TOILETS SHALL COMPLY WITH THE MINIMUM WELS WATER RATING LEVEL 4 5. UNDERGROUND COPPER PIPEWORK SHALL BE "KEMLAGGED" OR OTHERWISE PROTECTED. UNDERGROUND PIPEWORK NOT UNDER
ToT tent tr Een Eccentric Enlarger STAR (FORMER AAAA WATER CONSERVATION RATING AS PER AS/NZ6400). CONCRETE SLAB MAY BE POLYPIPE CLASS PN20. ONE SIZE LARGER THAN SHOWN.
oo Re wae Elev Dge Evevated Drainage 6. PROVIDE FLOW RESTRICTOR VALVES TO TAPS AND SHOWER ROSES WHERE REQUIRED. 6. EXPOSED PIPEWORK IN AMENITIES AREAS, SHALL BE CHROME PLATED.
Storm Water Drainage Fe False ceiling 7. THE FLOW SHALL NOT EXCEED A MAXIMUM OF 9L/MIN. 7. SUBMETERS SHALL COMPLY WITH APPROVED DEVICES. REFER LOCAL AUTHORITY REGULATIONS. SUBMETERS SHALL BE LOCATED IN
_uueeee ee fire FH Fire Hydrant 8. WATER SUPPLY AND SANITARY DRAINAGE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Q'LD COMMON AREAS ONLY.
Agi Drai FHR Fire hose reel STANDARD SEWERAGE LAW, Q'LD STANDARD WATER SUPPLY LAW, THE NATIONAL PLUMBING, DRAINAGE CODE AS 3500, THE
aren FFL Finished floor level Q'LAND DEVELOPMENT CODE QDC, THE FIRE HYDRANT CODE AS2419, ALL RELEVANT AUSTRALIAN STANDARDS, AND THE BACKFLOW PREVENTION Issue Notes Date
Rain Water Ri or 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
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
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 x 21-07-17
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 x 21-07-17
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.
Induct Vent io Inspection opening 2. COVERS IN GRASSED OR CONC. AREAS TO BE 2535 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 eh
oot Water Riser Kec yore i 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 =:
QS. Fire Dropper NRV Non Peturn 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. . MicAust AHSCA
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 MicAus
he Hose Cock Ree Real propery Sn 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 Pressure Zone device BRASS CAPS, SEALED AND SCREWED. FOR LOADING CONDITION. email: [email protected]
een Eccentric Enlarger RWO Rain water outlet 2. TRENCH GRATE TO BE TRANSVERSE BAR. PH: (07) 5491 4333
en Enlarger RWH Rain water head 3. FLOOR WASTE GRATES TO BE CHROME PLATED BRASS CLIENT =
SD Sanitary Drainage STORMWATER DRAINAGE
a overtlow Relief Gul 54 Square 1. UNDERGROUND PIPEWORK SHALL BE @100 PVC CLASS SW MIN GRADE 1:100 U.N.O. FIRE SERVICE WEIER & COPLEY
ORG Overflow Relief Gully yt Safe Tray 2. DOWNPIPES SHALL BE 2100 PVC CLASS SW, U.N.O ON HYDRAULIC PLANS. FIRE SERVICE
Wat I) 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. CHRIS CLOUT DESIGN
Tc 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. XM J
sk Sink td ») Tunalsh grate tronsverse bor 5 POLLUTION CONTROL MANAGEMENT SHALL COMPLY WITH THE RELEVANT STATE GOVERNMENT AND LOCAL POLCY 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: 26/512 DAVID LOW WAY >
LT Laundry Tub Tat Trench grate longitudinal bar 6. WE DO NOT SUPPORT NOR DO WE SPECIFY FRONT HIGH GUTTERS TO BE USED FOR EAVES GUTTER SYSTEMS. HORIZONTAL OR SLOPING AT A MAXIMUM OF 35 DEGREES BELOW HORIZONTAL. 26 MARCUS DUNES COURT
GQ cunery T.MV. Thermostatic mixing valve IF THE OWNER/DEVELOPER/BUILDER OPTS FOR FRONT HIGH GUTTERS THE FULL LIABILITY MOVES TO WHO EVER MADE THAT 5. EXTERNAL FEED HYDRANTS SHALL BE POSITIONED WITHIN 20M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE AUTHORITY PUMP CASTAWAYS BEACH
Washing Vv Tempering valve DECISION AND CONSTRUCTION HYDRAULIC WILL NOT BE LIABLE FOR ANY FAILURE OF THE ROOF DRAINAGE SYSTEMS AT ANY TIME IN APPLIANCE HAS ACCESS.
fol wm Machine u/g Underground FUTURE, EXTERNAL HYDRANTS SHALL BE POSITIONED NOT LESS THAN 10M FROM THE BUILDING UNLESS PROTECTED BY A CONSTRUCITON HAVING DRAWING TITLE:
3 EWG Floor Woste Cull u/s Under slab ; A FIRE RESISTANCE LEVEL OF NOT LESS THAN 90/90/90 EXTENDING AT LEAST 2M EITHER SIDE OF THE HYDRANT OUTLET, AND WHICH EVER
oor waste uy wee woes noted otherwise IS THE LESSER, 3M FROM THE GROUND LEVEL ADJACENT TO THE HYDRANT OR THE HEIGHT OF THE BUILDING. f
os Bn Basin aren SUPPIY 7. FIRE AUTHORITY BOOSTER CONNECTIONS SHALL BE INSTALLED WITHIN 8M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE
AUTHORITY PUMP APPLIANCE HAS ACCESS.
C_)} sth Both Shr Shower 8. MATERIALS: <@100 CLASS 16 POLY / TYPE B COPPER IN GROUND. COVER SHEET
® TYPE B COPPER ABOVE GROUND.
. HWS Hot water system >/=@100 CLASS 18 BLUE BRUTE IN GROUND.
Et FHR Fire Hose Ree! FIRELITE ILG / TYPE B COPPER RISER/S.
La «= ME_—s Water Meter CS Cleaners Sk 9. DONOT USE GALVANISED FOR UNDERGROUND PIPE WORK.
Design | RK. | checked | Cro [Date 21-07-17 | Dwg. No. AMD.
SCALE: 1 : 100 ON At UNo.| 1 of 5 3278-1 J
RPD:—
LOT 26 SP 111721
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Page 2
MARCUS DUNES CT
MARCUS DUNES CT
RETAINING WALL
EXISTING
PROVIDE 200 WIDE LINEAL
DRAIN CHANNEL TYPE
ACO-K200 WITH INTERNAL
GRADING TO OUTLET AND
HEAVY DUTY, TRAFFICABLE
GRATE
DRIVEWAY
lo TO BASEMENT PLAN FOR CONTINUATION
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GROUND PLAN
EXISTING RETAINING WALL
REFER TO GROUND PLAN FOR CONTINUATION————s === ss eee eee eee eee eee ee
REFER TO GROUND PLAN FOR
\ —— | LINE OF LOWER FLOOR WALLS
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CONTINUATION
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BUILDING ABOVE
150uPVC
POOL ABOVE
WINE
SHELVES
BAR
LINE OF LOWER FLOOR WALL
INE DISPLAY
LILITILITLI
150uPVC.
POOL WINDOW AND MEDIA SCREEN
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ON
PROVIDE STORMWATER
CATCHMENT/INFILTRATION
AND SURCHARGE CHAMBER
AS PER DETAILED DESIGN
RWH TYPE1
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RWH TYPE1 “
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@) TYPE1 ()
MONDO OOOO OO OOOO OL
ERRAC
oT GLASS BALUSTRADE
NOTE:
ON
GLASS BALUSTRADE
Fi
VOID
ROOF SLAB TO BE GRADED SO THAT 50%
OF CATCHMENT AREA DRAINS TO EACH
DOWN PIPE
Le TYPE2
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0150 |
(?) RWH TYPE2
250 ROOF SLAB
DIRECT RUNOFF
MAINTAIN 25mm: TO AND SPIT
CLEARANCE OVER OPEN
SUMP,
OPEN SUMP.
2
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2
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DOWNPIPE—_,. |
OPEN SUMP DETAIL RWH TYPE1
ROOF SLAB
500 DIRECT RUNOFF
MAINTAIN. 25mm OVER OPEN.
CLEARANCE SUMP
OPEN SUMP.
8 NN
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OPEN SUMP DETAIL RWH TYPE2
DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
STANDARD 900sq
CONCRETE CHAMBER
LEVEL1 PLAN
ELEVATED, HINGED GRATE
BASEMENT PLAN
SURCHARGE
SL11.500 JLo SL11.500
900x900 |
1L11.000 0150 #150 py S
5 oO
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ql GEOTEXTILE | 8
El } SL10.600 S
DISS
|
COARSE AGGREGATE MIN #80
STORMWATER ON SITE INFILTRATION AND
SURCHARGE CHAMBER
SIGNED BY THE PRINCIPAL AND
SENIOR DESIGN ENGINEER
DR.-ING. REINHOLD KOENNING
RPEQ7023
MSC, PHD, MEAUST, AHSCA
DATE AS PER TITLE BLOCK
[Amd Description Date
Issue Notes Date
For Development Approval
For Building Approval
For Tender xX 21-07-17
For Construction xX 21-07-17
IAs Constructed
Cc
1 ak
Hydraulic 3:
Y~ . . >
contact: Reinhold Koenning MigAust AHSCA
PO Box 181 .
Moffat Beach, QLD, 4551 RPEQ# 7023
email: [email protected]
PH: (07) 5491 4333
CLIENT :
WEIER & COPLEY
ARCHITECT :
CHRIS CLOUT DESIGN J
(PRosect: 26/512 DAVID LOW WAY Y
26 MARCUS DUNES COURT
CASTAWAYS BEACH
DRAWING TITLE:
STORMWATER
DRAINAGE
wv)
Design] #H.|checked] h [Date | 21-07-17 | Dwg. No. AMD.
on At u.N.o.| 2 Of 5
\L scale: 1: 100 3278-2 J
RPD:— LOT 26 SP 111721
Page 3
MARCUS DUNES CT MARCUS DUNES CT DO MOO NOOO DOOD OOD Oy ERRAC GLASS BALUSTRADE + — GLASS_BALUSTRADE Fi VOID VOID WALL EXISTING RETAINING ACCORDING TO AS3500.2 2003 PLUMBING CODE OF AUSTRALIA REQUIREMENTS REFER TO BASEMENT PLAN FOR CONTINUATION 2 z= cS ay mn 4 < Wy, & w oO Zz a GLASS POOL FENC DAYBED [ ay =I i= T LI L SHUTTERS DRYIN | cH 40 FROM. Wht Ewe 2 DAYBED TUNDISH Tr \ <I ) é TO Fwe of Ie 4 a TERRACE Fe aS BED 2 PF B LORY |— F os SPA POOL 8 Hl z BOE 7x |1\7 4.9 x 6.5 _ \ 1 ] WV =o = SECRET | | DOOR FP UP | CATCHMENT WET EDGE 500) NTRY ry Lo 5 a J 1 os a oD ; GLASS POOL FENCE Vv FP C = Ww 2 | \ | SD a) a no x PDR S 5 8 Ge 3 Her ¢ _ EWG. 0) ' LU J <x GARAGE snare .P < : «Cd Hn LIVING PANTRY [| i] STORE ; —<=SLWee . ssw Wo =slWe 1 SW : FP Ps d GROUND PLAN UPVC bolted trap screw | . Foes aoe EXISTING SEWER MANHOLE SM2666427 LEVELS SUBJECT TO DETAILED SURVEY PRIOR TO CONSTRUCTION. ALLOW FOR ALL COSTS. Depth as required co NTS 1. All 2. All 3. Provide the principal with accurate records of IO TO SURFACE pipework #100 unless noted otherwise concrete surround grade N20 i.o.s. locations upon completion. OVER FLOW RELIEF GULLY (ORG) 75 MIN. GROUND LEVEL CHARGE PIPE IN ACCORDAN W/ AS3500.2:2003 150 MIN. TO LOWEST FIXTURE OVER FLOW RELIEF GULLY WASTE PIPE CE MINIMUM OVER FLOW RELIEF IS TO BE DESIGNED, INSTALLED, MARKED, LABELLED AND TESTED ALL WATER SUPPLY IS TO BE DESIGNED, INSTALLED, MARKED, LABELLED AND TESTED ACCORDING TO AS3500.1 2003 PLUMBING CODE OF AUSTRALIA REQUIREMENTS ALL FIXTURES, APPLIANCES AND APPARATI CONNECTED TO THE PLUMBING SYSTEM ARE TO HAVE WATER MARK CERTIFICATION OR COMPLY WITH THE PLUMBING CODE LEVEL1 PLAN us Ye | peroowrne pune o REFER TO GROUND PLAN FOR CONTINUATION ¢.0.8. | ——SSSS= a 100uPVC i » POO x BUILDING ABOVE OOL ABOVE a . SHELVES z WINE “ z CELLAR BAR @ \ © i b Le b . SNE OF FOHER FLOOR WA =F VINE DISPLAYS CITITH CITI POOL WINDOW AND MEDIA %100PVC: 3 0 1 ——# 100PVC ] ROBE 7 a GYM ‘BATH | GAMES G ~ # 100PVC ——#100Pvc we J GUEST o a Lim #100PVC 1 00uPVC =swW SH —=SLW L UP a ° I 1 I i x ] I tf E 1 1.0. Nn 100uPVC / x TET J. \ C.0.S. “° c.0.S. S, D @100uPVC No 4 OS #40 TRAPPED FROM JOIN TO EXISTING | HWS TUNDISH TO PROPER WER ° ORG OPERTY EWE EXISTING PROPERTY SERVICE SERVICE USING INSPECTION EXACT LOCATION AND OPENING, CAPPED LEVELS SUBJECT TO AND SEALED TO DETAILED SURVEY PRIOR TO SURFACE CONSTRUCTION.ALLOW FOR ° BASEMENT PLAN ALL COSTS. Tundish Pool backwash 25mm pea External | . NOTES SANITARY DRAINAGE: NOTE: gully and riser 1. NO CONNECTIONS SHALL BE MADE WITHIN 500mm OF BASE OF ALL SANITARY DRAINAGE ANY STACK 2. ALL STACKS TO BE PROVIDED WITH EXPANSION JOINT AND TEST CATE NOTE: 3. ALL FLOOR WASTE DRAINAGE LINES INCLUDING LINES DIRECTED TO STACKS SHALL BE NOT LESS THAN 65mm 4. ALL DUAL BASINS SHALL BE JOINED AS FIXTURE PAIR NOTE: OF AUSTRALIA PART A2. NOTE: SWIMMING POOL BACKWASH DETAIL SCALE: NTS POOL PLUMBING BY OTHERS GULLY (ORG) CLEARANCE FIXTURE DISCHARGE PIPE DIA. Bth 40 Bn 40 Shr 50 WC 100 Sk 50 LT 50 Safe tray 50 FW 65 uno 100 under ground SIGNED BY THE PRINCIPAL AND SENIOR DESIGN ENGINEER DR.—ING. REINHOLD KOENNING RPEQ7023 MSC, PHD, MEAUST, AHSCA DATE AS PER TITLE BLOCK DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED FOR ASSESSMENT, TENDERING AND CONSTRUCTION. [Amd Description Date Issue Notes Date For Development Approval For Building Approval For Tender x 21-07-17 For Construction xX 21-07-17 As Constructed E Hydraulic 3: — . . Y contact: Reinhold Koenning MigAust AHSCA PO Box 181 . Moffat Beach, QLp, 4551 RPEQ# 7023 email: [email protected] PH: (07) 5491 4333 CLIENT : WEIER & COPLEY ARCHITECT : CHRIS CLOUT DESIGN J (Prosect: 26/512 DAVID LOW WAY > 26 MARCUS DUNES COURT CASTAWAYS BEACH DRAWING TITLE: SANITARY DRAINAGE (v) Design RH, Checked | ae [Date 21-07-17 | Dwg. No. AMD. \ Scale: 1: 100 ON At UNo.| 3 of 5 3278-3 J RPD:— LOT 26 SP 111721
Page 4
MARCUS DUNES CT MARCUS DUNES CT Looo IN GROUND FROM Loos IN GROUND #20 IN GROUND uc EXISTING WATER METER f | WS — = SHUnERS rT: #20 IN GROUND——= u @ lr ° DRYIN isi ~~ -DENOTES-#20 5 HOT&COLD = SA ENS2 RISER TO \q DAYBED nt SL 0) LEVEL ABOVE | 4 ~e RISE 920 7 tHe eee | S HOT&COLD "5 TV 4 TERRACE ia = level Y BED 2 8 ws) Bf IS z lt NON TEMPERED o SPA POOL 8 S ll Z|) ROS i HOT TO SINKS 8 2xhi7 49x 65 ot §l ty 3 Vv —=si0 |! 3 = 8 = = ' bE = i] SeoRET N | | cr ¢ 2 2 ir a TOTS : & ) ‘| SF 8 w ' " PIOND & DAYBED 3 raat ENTTEMPERD WARM—=|) FF © a o 5 #20 HOT WATER TO SOUTHERN——="! 3. : a WING OF BUILDING I ll oS = 4 i GLASS POOL FENCE w FP ' | | — li —=-sLD | 1! Fa do 1 oN 8 | F Zz ; mip £600" “0 fe) P ooo GARAGE FROM LEVEL e Fe B BELOW AL < i Linnell LYING é | sk | RISE 620 HOT—= [| ( DRIVEWAY Lavtey AND coLo 0 RISE 20 COLD FROM LEVEL i 7 FROM LEVEL BELOW BELOW STORE J =slw ; =—sS| Wee ao =Sl.We = =slWe FP l LA HC 620 IN count REFER TO BASEMENT PLAN FOR conmnuarions GROUND PLAN o = 2 S Zz | BUILDING ABOVE POOL ABOVE -DROP 20 HOT&COLD IN SHELVES TO SLAB AND CONTINUE TO BAR SINK THROUGH SLAB USING REHAU PIPE IN REHAU CONDUIT. 2 © SHELVES 2 WINE mm z CELLAR] BARI I « Vd a LINE OF LOWER FLOOR WALL | 1. INE DISPLA CIT] oho CI POOL WINDOW AND MEDIA SCREEN | q (DROP 2 HOT LINES | a #15 COLD TO j FROM LEVEL ABOVE | FRIDGE ABOVE ———==— = + ———+Yy— ! GYM e —_- AMES FAMILY jz RISE TO onl e wo ABOVE | Guest || —8 —— RISE NON TEMPERED 60deg TO SINK ABOVE oO a RISE TO ——#20 AT HIGH LEVEL =slwW SH [o>] UP. XO HC REFER TO GROUND PLAN FOR CONTINUATION——= NG 20 IN GROUND BASEMENT PLAN MARCUS DUNES CT @20 HOT&COLD AT HIGH LEVEL TO FIXTURES— r F FROM LEVEL BELOW AND RISE TO CEILING OF LEVEL1 IN ROBE ROBE MOON 00 10 001 oT GLASS BALUSTRADE ‘DN GLASS BALUSTRADE. VOID Fi LEVEL1 PLAN SIGNED BY THE PRINCIPAL AND SENIOR DESIGN ENGINEER DR.—-ING. REINHOLD KOENNING RPEQ7023 MSC, PHD, MEAUST, AHSCA DATE AS PER TITLE BLOCK DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED FOR ASSESSMENT, TENDERING AND CONSTRUCTION. [Amd Description Date Issue Notes Date For Development Approval For Building Approval For Tender xX 21-07-17 For Construction xX 21-07-17 IAs Constructed Cc Hydraulic 3: I I Y~ . . > contact: Reinhold Koenning MigAust AHSCA PO Box 181 Moffat Beach, @lo, 4551 RPEQ# 7023 email: [email protected] PH: (07) 5491 4333 CLIENT : WEIER & COPLEY ARCHITECT : CHRIS CLOUT DESIGN J (Proect: 26/512 DAVID LOW WAY Y 26 MARCUS DUNES COURT CASTAWAYS BEACH DRAWING TITLE: WATER RETICULATION (v) Design] #H.|checked] h [Date | 21-07-17 | Dwg. No. AMD. \ Scale: 1: 100 on a1 uNno.| 4 Of 5 3278-4 J RPD:— LOT 26 SP 111721
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ROOF LEVEL 1 GROUND ROOF LEVEL 1 GROUND ROOF 939 17 ret 55 W—-- [#20 | 920 | | | iho | ' Moe | O Bn Bn |, 920 Shr | we Bth | | LEVEL 1 [DP Tt 1 1 | i i | | | | 620) ! | | [i #20 EXISTING WATER METER | ELECTRIGAL WC Bn L'DRY So 1 lHws| | [1 © — HC <a} Bn O Jtroot He O Sk Wc Shr ' | LL | | y GROUND 20 920 1\920 L v1 --------- L---4 NX Lf | | ! ! NOTE: aaa LI © THE AUTHOR HAS STRONGLY SUGGESTED A ~ OQ an I I DUAL HOT WATER SYSTEM FOR THIS ae Shr I I LAYOUT. THE SHOWN HOT WATER SYSTEM 920 HOT >60deg LINE TO WN 4 | KITCHEN IS NOT THE PREFERRED SOLUTION OF THE — SINKS I AUTHOR AND THE AUTHOR CAN NOT BE ONES TO EYCIENE <50deg \ Sk MADE RELIABLE FOR DEFICIENCIES I OCCURRING DURING THE OPERATION OF FIXTURES BASEMENT es BASEMENT THIS HOT WATER SYSTEM. WATER RETICULATION DIAGRAMATIC Ss 1 ROOF | FIXTURE DISCHARGE | PIPE. DIA. 3 | oO! Bth 40 8| QI Bn 40 | | Shr 50 | wc 100 Sk 50 | S$ uT 50 | | 2 Safe tray 50 | | FW 65 uno Bn Bn | 100 under ground Bth va IWC |FWG Shr ' NOTE: ES boo ALL STACK JUNCTION SHALL 1 COMPLY WITH AS3500.2.2013, | CLAUSE 6.6.5 OPPOSED CONNECTIONS i |_-AAV UNDER BENCH AND RESTRICTED ZONES | KITCHEN Sk | 9100 Lt Bn | Bn Shi cos [TC we lL FWG td L Fwe hr NYPICAL 865 IWC cue I — KO =E= 9100 9100 9100 BAR Sk Bn Sh 1 ORG cos IIc we Shr \y Fwe | ORG T BASEMENT | | ~~ F— 100uPVC 9100 \ \ 33 FU 9 100uPVC Note: Install strainer and PLV set to 500 kPa on incoming cold water, where SANITARY DRAINAGE ELEVATION SINGLE STACK SYSTEM mains press exceeds 680 kPa CW to fixtures oe Isolating valve NRV po --—HW yempering ‘<i Strainer at 50 deg at 60 deg to Sk & Ldry where applicable Hot Water ) System Temp/Press relief valve position o’flow directly over safe tray outlet 25 ~ (.25 Vl 50 | SS No trap reqd if To FWG 950 less than 1200 from FWG LEVEL 1 GROUND BASEMENT SPECIFICATIONS ITEM DESCRIPTION MANUFACTURER NOTES FS ER SYSTEM ELECTRICAL STORAGE RHEEM RHEEM PLUS 315 FOG ATER SYSTEM ELECTRICAL STORAGE RHHEM RHEEM PLUS 250 ror wre woo | aoa REE a we he DOWN PIPES 8150 & 4100 c.0.8. REFER DETAIL ORG REFER DETAIL DISCHARGE OF POOL BACKWASH REFER DETAIL STORMWATER § INFILTRATION CHAMBER CUSTOM MADE REFER DETAIL CONCRETE & BLOCKWORK | REFER DETAIL NOTE: ALL SPECIFIED MANUFACTURERS SHALL BE AS NOTED OR EQUAL APPROVED. SIGNED BY THE PRINCIPAL AND SENIOR DESIGN ENGINEER DR.—ING. REINHOLD KOENNING RPEQ7023 MSC, PHD, MEAUST, AHSCA DATE AS PER TITLE BLOCK DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED FOR ASSESSMENT, TENDERING AND CONSTRUCTION. [Amd Description Date Issue Notes Date For Development Approval For Building Approval For Tender x 21-07-17 For Construction xX 21-07-17 As Constructed E Hydraulic 3: \- contact: Reinhold Koenning MigAust AHSCA PO Box 181 Moffat Beach, QLD, 4551 email: [email protected] PH: (07) 5491 4333 CLIENT : WEIER & COPLEY ARCHITECT : LL CHRIS CLOUT DESIGN (PRosect: 26/512 DAVID LOW WAY 26 MARCUS DUNES COURT CASTAWAYS BEACH A DRAWING TITLE: ELEVATIONS ss w SPECIFICATIONS | Design] #H.|checked] h [Date | 21-07-17 | Dwg. No. ‘AMD. SCALE : N/A ON At UNo.| 5 of 5 3278-5 J RPD:— LOT 26 SP 111721
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