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33094 hydraulics SW B&W 280717 · OPW17/0520
Attached to the e-mail Operational Works Application OPW17/0520 - 2of3.
7 ran ry pan al WORAULIGESERVIGES PLUMBING AND DRAINAGE, STORMWATER OPERATIONAL WORKS STREET ADDRESS: 13 NATASHA AVENUE NOTE: DEPENDING ON GROUND CONDITIONS AND IF REACTIVE SOIL IS FOUND ALL PENETRATIONS, VERTICAL AND HORIZONTAL SHALL BE PROVIDED WITH SWIVEL JOINTS AND DRAWING SCHEDULE STORMWATER OPERATIONAL WORKS EXPANSION JOINTS. ALL SUBSURFACE DRAINS 3255-1 COVER SHEET REQUIRE EXPANSION JOINTS AT 10m SPACING. _ 3255-2 3255-3 ROOF DRAINAGE 3255-4 | SANITARY DRAINAGE 3255-5 | WATER RETICULATION 3255-6 ELEVATIONS AND SPECIFICATIONS NOOSA HEADS REAL PROPERTY DESCRIPTION: LOT 2 RP 106422 CLIENT NAME: GLEN WATSON yoosh RIVER #1 37% \vatasta AVE NOOSA RIVER Noosa DR SERENITY al GRANT ST LOCALITY MAP JOOE-TERRACE Gy ~ XY» C _BEDDECK _ MASTER’ SITE PLAN & EXISITNG SERVICES aN oO SIGNED BY THE PRINCIPAL AND SENIOR DESIGN ENGINEER DR.—ING. REINHOLD KOENNING RPEQ7023 SCALE: NTS MSC, PHD, MEAUST, AHSCA DATE AS PER TITLE BLOCK DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED FOR ASSESSMENT, TENDERING AND CONSTRUCTION. LEGEND GENERAL NOTES WATER SUPPLY Amd Description Date aw Ron Water 3 Diameter 1. DO NOT SCALE FROM THESE DRAWINGS. 1. WATER SUPPLY DIAMETERS ARE NOTED IN "ID" UNLESS NOTED OTHERWISE Existing Water tos. Cleanoat to surface 2. DONOT 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 215. 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 gold Water panel 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 walve 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 fant oe 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. aT — FO western 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. TT Storm Woter Drainage Fo Foleo 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 wll. _ 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. ool Agi Drain FHR Fire hose reel STANDARD SEWERAGE LAW, Q'LD STANDARD WATER SUPPLY LAW, THE NATIONAL PLUMBING, DRAINAGE CODE AS 3500, THE Noles Dall FFL Finished floor level Q'LAND DEVELOPMENT CODE QDC, THE FIRE HYDRANT CODE AS2419, ALL RELEVANT AUSTRALIAN STANDARDS, AND THE BACKFLOW PREVENTION ssue are . . ru Fixture units REQUIREMENTS OF THE LOCAL AUTHORITY. 1. PROVIDE HOSE CONNECTION VACUUM BREAKERS TO ALL HOSE COCKS PROVIDE RPZD TO ANY IRRIGATION CONNECTIONS, For Development Approval (") o Rain Water Riser GIT Grease Interceptor trap Fe ildi A | 28-07-17 ' ep Gully pit 9. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND/OR HAZARD ZONES. or Building Approva 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 28-07-17 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 28-07-17 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 8 RA NES Or TO VEHICULAR TRAFFIC TO BE 0535 CAST IRON. MEDIUM DUTY UNO @- Educt Vent IL Invert Level . 7 5 IGHT ®) > Induct Vent io inspection opening 2. COVERS IN GRASSED OR CONC. AREAS TO BE 535 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 us ° ot Mater Niser 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 = QS. Fire Dropper 2. SUSPENDED PIPEWORK SHALL BE PVC CLASS DWV. 5. CONCRETE INFILL COVERS TO BE STAMPED "SWD" OR "SEW" AS APPROPRIATE NRV N t I . . Fire Riser BB Bath ‘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 MliEAust AHISCA 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 Mictus 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. Cee OSS CONG NON TER 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. - email: [email protected] —- een Eccentric Enlarger RWO Rai tlet 2. TRENCH GRATE TO BE TRANSVERSE BAR. PH: (07) 5491 4333 me-che-— on Enlarger RWH Rain water head 3. FLOOR WASTE GRATES TO BE CHROME PLATED BRASS CLIENT : SD Sanitary Drainage STORMWATER DRAINAGE SL Surface Level ” TINRERCPROTIND PIPEV 1. UNDERGROUND PIPEWORK SHALL BE @100 PVC CLASS SW MIN GRADE 1:100 U.N.O. GLEN WATSON . S Si ORG Overflow Relief Gully s/t Sate Tray 2. DOWNPIPES SHALL BE 100 PVC CLASS SW, U.N.O ON HYDRAULIC PLANS. FIRE SERVICE we Water 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 : IO Closet Yad Trapped, Tundish REQUIRED. 3. ALL HYDRANTS AND FIRE HOSE REELS SHALL HAVE A MINIMUM CLEARANCE (IN ALL DIRECTIONS) OF 100MM AROUND THE HANDWHEEL L COLLINS BUILDING DESIGNS J . TG Test gate 4. GULLY PITS SHALL BE CONCRETE BODY IN TRAFFICABLE AREAS AND POLY IN NON TRAFFICABLE AREAS U.N.O. 3. S os SS UM C! CE ( CTIONS) OF 100 OU : sk Sink td » Tundish grate tronsverse bar 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: 13 NATASHA AVENUE \ LT Laundry Tub Tat Trench grate longitudinal bar 6. WEDONOT 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. NOOSA HEADS Ge aundry Tu TMV. Thermostatic. mbang. 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 PRIVATE RESIDENCE 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 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 , AFIRE RESISTANCE LEVEL OF NOT LESS THAN 90/90/90 EXTENDING AT LEAST 2M EITHER SIDE OF THE HYDRANT OUTLET, AND WHICH EVER & — FW Floor Waste Gully uno, Unless noted otherwise IS THE LESSER, 3M FROM THE GROUND LEVEL ADJACENT TO THE HYDRANT OR THE HEIGHT OF THE BUILDING. \ os Bn Basin orer supply 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 MS) TYPE B COPPER ABOVE GROUND. . C) 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. DO NOT USE GALVANISED FOR UNDERGROUND PIPE WORK. Design Ae. Checked (Ch Dote 28-07-17 Dwg. No. AMD, SCALE: 1 : 200 ON At UNO, 1 Of 6 3255-1 J RPD:— LOT 2 RP 106422
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STORMWATER OPERATIONAL WORKS
@100 SUSPENDED UNDER SLAB
RL 42.34
-450sq GRATED FIELD INLET
en DISCHARGE TO KERB&CHANNEL
I
RE aoe 9100 TO KERB&CHANNEL wi =
, AS PER DETAILED DESIGN . 8
- . BUTLI ES, PANTR | | 5 2000min | © 5
|__| ; KITCHEN / — uw | \< Hot Dip Galvanised Kerb | F\a
20mm 0 DR RL 40.6 | lo adaptor to match kerb
sok 20mm FALL TO DRAIN N <p o za profile 3
i] 950 \ | wi _ _ {
N 1S >
Rais) FALL gp LE “NI \
STORMWATER MANAGEMENT --- QUALITY AND | ( <x 125 x 75 x 6mm Galvanised Notes:
QUANTITY | la MS section 1. UPVC pipe to be 100mm heavy duty DWV
20mm FALL TO DRAIN | ye 2 Al cee orks to be hot di alvanised
LAWFUL POINT OF DISCHARGE, FLOOD IMMUNITY AND OVERLAND FLOW ee ae-97 > | < Connection fitting FA ea MORE fe ne hot cip galvonised
r 1 rerer etal
; lvent weld t (type N or P),
A LAWFUL POINT OF DISCHARGE ACCORDING TO QUDM, SECTION 3.4.1 | ouew MO8 | POND WATER = 75min 75min eet Ha jgerent Cype N or P). or
CAN BE ESTABLISHED AS PART OF THE DESIGNATED ROAD w OUTDORERAA. OUNCE RL 40.54 ENTRY o50~ | ” |
INFRASTRUCTURE, BEING KERB&CHANNEL AT NATASHA AVENUE 5 RL 40.75 | ~ \ ALL
2. THE LOCATION OF THE LAWFUL POINT OF DISCHARGE WILL BE UNDER % RL 40.14 ~ 5 \ | < ee
THE LAWFUL CONTROL OF THE LOCAL AUTHORITY. 5 . | 2 POND | — G Z a .
3. THE DISCHARGE AT THE DESIGNATED LOCATION WILL NOT CAUSE ANY 3 g DINING RL407 RL 40.40 \ \ e Lb Z y Fitting for connection of 6100
2 ° RL 40.6 \ < lo Y Y uPVC pipe to 125 x 75 x 6mm
ACTIONABLE NUISANCE TO DOWNSTREAM PROPERTIES. z , \ \ < Ie AN Y MS section
4. THE CONTRACTOR SHALL COMPLY WITH THE AUTHORITY's CONDITIONS a f t a \- \A <x 6 is 2 Lizlls
AND REGULATIONS. 7 | \ = - _ Ad. 3B z a
5. THE OVERLAND FLOW PATH ALONG THE BOUNDARY SHALL NOT BE 5 \ = | | — aT SECTION A -— A
OBSTRUCTED WITH ANY STRUCTURE AND/OR STORED GOODS AT ANY a E FET NN Le Hot dip MS connection
TIME DURING CONSTRUCTION AND DURING OPERATION OF THE POOL hOmm e | a A fitting or approved equivalent.
PROPERTY. THE CONTRACTOR AND THE OWNER SHALL ENSURE NO FALL BN [ = | | 2 Pi ttor into fittings,
NUISANCE IS AND/OR DAMAGE IS DONE TO ANY UPSTREAM OR é Et DETAIL A gs.
DOWNSTREAM PROPERTY AND SHALL NOT OBSTRUCT DESIGNATED rm “vine BED 5/STUDY powpeR Fi| = DRIVEWAY
OVERLAND FLOW PATHWAYS. a 7 RL 406 ROOM E TYPICAL CROSS SECTION OF STORMWATER TO KERB
boon) =) @ 5 [788 -600sq GRATED FIELD INLET NOT TO SCALE
eats cur Bl DISCHARGE TO KERB&CHANNEL
RL 40.14 | SHR E | AS PER DETAILED DESIGN
QUANTITY: | es [| et
— ft FN |
6. THE COLLECTING AND DISCHARGING OF ALL ROOF DRAINGAE ANDSOME | Je See a a p L— ] oe oY | \ |---
SURFACE DRAINAGE TO NATASHA AVENUE ENSURES THAT THE POST | I _
DEVELOPMENT RUNOFF CONFIGURATION IS SIGNIFICANTLY IMPROVED | [ NN N\ X& L
COMPARED TO THE PRE DEVELOPMENT RUNOFF CONFIGURATION. . —tr—— | ——h~~ ~
\ ~~~
f 7 GP2 ~- = Tt
6150 |
TYPICAL:
A/C CONDENSATE TO SW
GROUND DRAINAGE PLAN
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a /\ RPEQ7023
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RETAINING ‘
/ \ _ DATE AS PER TITLE BLOCK
swe / ~——— 40
—-—- / DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
To FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
fo | ~~. ‘Amd Description Date
[ ry
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GhweES \& MBDIA ROOM
\ RL365 \ \ t
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| \ \ \ | \ \ To LLIFTWELL PUMP
Vy hy \ \ ; OUT AS PER
VS \ \ ¥ DETAIL
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\ << —_\ POOL WINDOWS \ 8 _ _—~ S Issue Notes Date
* \ \ (POvE v N Ue — \ For Development Approval
| \ FooTNG . \. ‘\ —_ . _ aT For Building Approval x 28-07-17
\ a , N ) ofp - Capa : / For Tender x 28-07-17
\ \ \ ~~ = GARAG F .
1 an t RL 37.7 ! 1 - For Construction x 28-07-17
MINOR SURFACE AND BALCONY RUNOFF -————» : eet . | - _ PROVIDE LINEAL DRAINAGE WK ~— 3 9
\ \ \ \ HOR KX GLASS WALL }——__ VEHICLE TURNTABLE “DRIVEWAY CHANNEL WITH NY - As Constructed
TO BE DIRECTED TO VEGETATED PART \ 56 b 2 Lo \ =j DRIVEWAY TRAFFICABLE GRATE TYPE’ a
AD! 4 \ \ \ War —\ ‘ \ —T / GRADING TO OUTLET
DO NOT PREFER TO INFILTRATE, BUT \ \ \ WAL —\een 2 ens? ae PROVIDE 1 “
RATHER PROVIDE CONTROLLED SURFACE ‘ \ A | 600sq EMERGENCY GRATED °
RUNOFF FROM HEADWALL, ENSURING \ lea INLET WITH HEAVY. DUTY. roa
THAT NO SCOURING CAN OCCUR... | _.—-“TRAFFICABLE, CLASS D GRATE 1 et
PROVIDE ROCK MATTRESS AND CREATE an , ~~ owe Ne y rau Ic he
ROCK DRY CREEK AND PLACE THE a |——2100
FEATURE AT THE BEST POSSIBLE | l TF I _ \- ~
CONSTRUCTION.LOCATION TO BE = tH | A - q = \ a : :
DETERMINED DURING CONSTRUCTION. i AN ' oe | ; 7 l — | So ~ 3 8 5 CONTACT: Reinhold Koenning MiEAust AHSCA
“Loe eee \ N, ’ ox i
: eee +100 "100 ‘ ° Moffat Beach, @lo, 4551 RPEQ# 7023
\ : \ ) XN \ email: [email protected]
rag a 5 ; —— PH: (07) 5491 4333
oN \ Foo. aN pum Lise TO HEADWALL IN GARDEN’ — Se I CLIENT :
JQUIPMENFTLOCATION --— SY ~
Se AUPE custine —_ GLEN WATSON
~._! D RETAINING WALL
/ PROPOSED nose TA au TO eMAN ——— _ :
+ (BRUSH FENCE, a ~“ ARCHITECT =
/ ; 7 ‘NOTE: 5 LL COLLINS BUILDING DESIGNS J
\ ( / \. Z MAINTAIN fs > <
; \ \ / XN, Y UNOBSTRUCTED > PROJECT: 13 NATASHA AVENUE
LVL AKAKN \, ( N. a OVERLAND FLOW > NOOSA_HEADS
LANA NN \ 471 \ | ~ 4 PATH ALONG | THE/ PRIVATE RESIDENCE
BOUNDARY
DRAWING TITLE:
STORMWATER
OPERATIONAL WORKS
BASEMENT DRAINAGE PLAN SITE DRAINAGE PLAN
Design Ae. Checked (Ch Dote 28-07-17 Dwg. No. AMD,
\ Scale: 1: 100 ON At UNO, 2 Of 6 3255-2 J
RPD:— LOT 2 RP 106422
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