Council archive · source document
Development Application part 2 of 2 Plans - MCU13/0151
Plans and drawings: the text below has words only, no drawings.
Very large file (23.2 MB): may take a few minutes to open.
Original PDF page 18, section 2. The text section number identifies this passage in the reader.
’";:::.- //tSl
.
\ (......
./ ./ // ;,1:""c.’/
.... ./ II (9~.9 Vc ’
’b~
.
)..
\clrl.....O~ -y.
.
/ ". //
;" // /.
/ I).. ./
i<’
/
.oCj>~ t’,’l!>t9 \ J ==;a::~ ,
/ / . . / .11 /
~ (". "
\ ,,/ // .// /’ /./"./ ./
1~9$ _.-.-’-’
) \ i /1 ====-/-:
/ / / /
./
". ". ". II /. /. ,//1 ()C II
/ , "
~ / j/r i i
--,
--’-
.
./ ".
". ".
/ / ". / 11/
~I .// /
.
o
I .1/
//7!! .
i :t._
/
/
/ / ,/
"
/
".
/
".
/II
/11//
/
/’ +./.,,, 1M/
~
.j .- .I i !/ / /". / ".;"
-’-’-.-. ./
.-
,f Iii I / ./ ./ / /. / II // ;’ /’
M
)
a
) /1- -.I!I-.r-
.
.I / i .I i / / I /
/ /
;"
/ /
=;~===:r-===o;/===7f.== ===7f.==,"f
/’/". /
.
//
/
.
/
/ ./
t .’ I i .I / / / / /
;"
//
./I>Qturol ,yi~"toi1ol’1 / .I
/ /’ 1/ ./ /
;’
( / /
.’ ;’ i /
i I I / / ;" ./ ./ 237.~’43’./ / / ./
./ .
~
.I ;"
i / / ( i
I /
"
/ / ~~7 / / /
/ / / / / ./ M
’(!~
/ / .I /
I
.I
_.--1.
I
i
,
( ( / I
/
,/ ./ // // i/ // /,t’ ../ // /
,/ "
)..-/
LOCALITY MAP SITE PLAN a: EXISITNG SERYICES
SCAlE: NTS
ENSURE ORIGINAl. SIZE DRAWING IS USED
ll!SI;l.&IIfJI. -
FOR ..,.=00.TEllOEIlING AND C<lImR\J .
OMen tlon Dote
LEGEND CJENEIIAI. NOTES WATBlaUPPLY
1. DO NT 8CE FROM THESE DRAWINGS. 1. piPEWORk SHAlL BE IN ACCORDANCE WITH _,FOR EXAMPlE:ABS (ACRYLONITRITESTYTRENE),PP (POLYPROP’IlENE), PE
.~ Ral" Wattr . OIolMtar
""~. <
ExltUng Water c.o... Cleanout to lurfoce 2. DO NOT RELY ON THEBE DRAWINGS FOR ALIGNMENT AND LEVElS Of EXISTING INFRASTR\JCTURE. (POLYETHYlENE)OR COPPER U.N.O.
CJ Coppod Junction 3. IT 18 THE OBLIGATION Of THE CONTRACTOR AND/OR PLUMBING CONTRACTOR TO SURVEY ALL EXISTING SERVICES PRIOR TO 2. WATER SUPPLY PlPEWORK SHALL BE U.N.O. EXCEPTION: ONE FlmNG ONLY MAY BE 01&.MAX. LENGTH 3ODO MM. HOT WATER PI
_s_ [)detJng Sew....
_s"-- ExLttJr.; Storm wat.,. r::v Conl’Ol YOM CONSTRUCTION. SHAlL BE LAGGED. HOT WATER RECIRCULATlNG LINES TO BE INSULATED WITH:zoMM"ARMAFLEX" OR SIMILAR.
CS CIeonerI .tnk 4. THE PLUMBING CONTRACTOR IS OBLIGED TO OBTAIN REAL SIZE PRINT OUTS (Al U.N.O.) FOR THE PREPERATION OF TENDER. AN’( 3. PROVIDE TEMPERING VALVES ON HOT WATER TO PERSONAL HYGIENE FIXTlJRES.
-HII- ExltlUI’l9 HOUH drain
.w Cold Water
-
Sonltary Orafnagtl ClAIMS REFEREO TO "’DRAWING COPIES" NOT READABLE SHAlL BE REFUsED. 4. UNDERGROUND COPPER PlPEWORK SHAlL BE ’KEMIAGGED"OR OTHERWISE PROTECTED,UNDERGROUND PIPEWORK NOT UNDER
-0.,- IW’ Duct OCCWI pan.
er.y WoIer OCV Doubl. ch.ck YOM &. ALL KITCHEN, lAUNDRY & BATHROOM FITTINGS AND TOLETS SHALL COMPLY WITH THE MINIMUM WELS WATER RATING LEVEL 4 CONCRETE SLAS MAY BE POLVPIPE ClASS PN20.ONE SIZE LARGER THAN SHOWN,
-------
V.m. Pipe STAR (FORMERNoN.WATER CONSERVATlON RATlNG EXPOSED PIPEWORJ(IN AMENITlES AREAS. SHALl BE CHROME PlATED.
PERAIII1’IZ&IOO). 5.
-----
Cold WQter ~~ Doe t:=~= 8. PROVIDE FLOW RESTRICTOR VALVES TO TAPS AND SHOWER ROSES WHERE REQUIRED. 8. SUIIMETERS SHALl COMPLY WITH APPROVED DEVICES. REFER LOCAL AUTHORITY REGULATIONS. SUBM~SHAlL BE LOCATED IN
-------
Hot Water Enl EnI._ 7. THE FLOW SHALl NOT EXCEED A MAXIMUM Of 9LJMIN. COMMON AREAS ONLY.
Slonn Wert.- Drainage Fe
~,:-.;:!~
----
------- FIre FH 8. WATER SUPPLY AND SANITARY DRAINAGE HAS BEEN DESIGNED AND SHALl BE CONSTRUCTED IN ACCORDANCE WITH THE aLO
-QQI- "<II Drain FHR Fl,. hoM reel ST~DARD SEWERAGE LAW,aLO ST~DARD WATER SUPPLY LAW,THE NATIONAL PLUMBING, DRAINAGE CODE AS 3 THE ,
,..,., Not..
FFl Ftnt.Md floor level Q’LANO DEVELOPMENT CODE aoc.lliE FIRE HYDRANT COOE 241e,ALL RELEVANT AUSTRALIAN STANDARDS,N THE IlACKFl.OW PREWH110N
FU Fbrtur. unit. rOO" DeYoIo aI
REQUIREMENTS OF THE LOCAL AUTHORITY. 1. PROVIDE HOSE CONNECTION VACUUM SREAKERS TO ALL HOSE COCKS PROVIDE RPZD TO IRRIGATION CONNECTIONS,
~~o
CID--
~In Wat.r R1Mr
Cold WoWr RI....
Down Pipe
QIT
GP
GWH
Creo.. Interoeptor trap
g~t t!n...
Octa "’...
9. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALl BE READ IN CONJUNC’T1ON WITH ALL RELEVANT ARCHITECTURAl.
DRAWINGS,OTHER CONSULTANTS DRAWINGS,SPECIFICATIONS AND OTHER WRIlTEN INSTRUCTlONS THAT MAY BE ISSUED
OURlNG THE COURSE Of lliE CONTRACT. DISCREPANCIES SHALL BE REFERRED TO THE SUPERVISING OFFICER FOR
2.
AND/OR HAZARD ZONES.
PROVIDE APPROVED BACK FLOW PREVENTION TO FIRE SERVICES, HYDRANT SUPPLY (TESTABLESINGLE CHECK VALVE U.N.O.),
ALL FIRE HOSE REELS WHICH MAY BE USED FOR OTHER THAN FIRE FIGHTING SHALl BE EQUIPPED WITH DOUBlE CHECK VALVES
For Tender
I
r... CoN\NclIon
-07-13
Stack
aw Hot wot.r DECISION BEFORE PROCEEDING Willi THE WORK. CONTRACTOR’S SHALl VERIFY ALL FIXTURE LOCATIONS,INVERT LEVELS, (DCV)U.N.O, ConoI!UCled
~ Yon! Plpo
HC8
HD
Houee cOMtJCtJon branch
HOI.IM drolr,
High _
SURFACE LEVELS,AND COVER TO PIPES ARE CORRECT AND OBTAINABLE PRIOR TO COMMENCEMENT Of THE WORK.’!liE EXACT
LOCATION Of EXISTING,N PROPOSED SERVICES,SHALl BE VERIFIED WITH THE RELEV~T AUTHORITY, OR O1liER TRADES AS
<ID~ Group Yon\
HL
IC
:=~Chombw APPLICABLE. FIRE STOP COLLARS TO SE USED ON ALL PlASTIC PIPEWORK PENETRATlNG FIRE RESISTANT CONSTRUCTION.
COYERII & FRA119
~ Construction
Educt V.nt IL 1. SUBJECT TO VEHICUlAR TRAFFIC TO BE _ CAST IRON, MEDIUM DUTY U.N.O,
Inop_ _in9 2, COVERS IN GRASSED OR CONe.AREAS TO BE CAST IRON,CONCRETE INFILL LIGHT DUTY.
CID~ Induct Vent
Hot Wot.,. Rl..r
I.
100
K.tIC
lnepectlon Onin to Surfoo.
I<.rt,) .. Channel r"~R~PIPEWORK SHAlL BE 0100 PVO OWV,~D UPVC WHERE EXPOSED,MIN GRADE 1:80 U.N.O.
3.
4.
COVERS IN PAVED AREAS TO BE eoo SQ. INFILL TO MATCH PAVING PATTERN.
COVERS IN TlLED AREAS TO BE FOR PAVED AREAS WITH BRASS EDGING. Hydraulic i~!
~~ FIre
nr. RI""
Droppor
to4I<
NRY
PB
PLV
Wannol.
NOI"I r.tum volYt
Path box
p,..",,.. mlting valve
2.
3.
4.
SUSPENDED PIPEWORK SHAlL BE PVC ClASS OWV.
TRADE WASTE PIPEWORK TO GREASE TRAP SUSPENDED SHAlL BE "COESPRENE"OR HOPE.
UNDERGROUND SHALL BE VITREOUS CLAY OR HOPE.
&. CONCREl’E INFILL COVERS TO BE STAMPED "fN/D"OR "SEW’ N’PROPRIATE.
CONTACT: ReInhold Koennlng WlFAurt RPEQ No 7023
-- V Va""
PO
RPB
Pklnter outJ.t 8. TRADE W TE PIPEWORK TO OIL SEPARATOR SHAlL BE HOPE, OR VI1REOUS CLAY WITH’NITRILE" RUBBER RINGS.
~FOR STORM WATER TO BE "FASTON,GAT1C" OR APPROVED EQUAL DUTY TO MATCH MANUFACruRERS RECOMMENDATIONS ~~’~h. OI..D. 465’ AHSCA
- he HaM Cock RPO ::lP~:U~~
Rtducrzo=u,..
8. CLEANOVTS OR IN_CTlON OPENINGS BROUGHT TO SURFACE IN PAVED OR CONCRETE AREAS,OR WITHIN BUILlltNGS TO HAVE
BRASS CAPS,SEALED ~D SCREWED.
FOR LOADING CONDITION. emoll: rtceoonh)’d.oom
RPm Zone deYk:.
--<:>- ... Eo....\ria En_ Rain water outlet
2, TRENCH GRATE TO BE TRANSVERSE BAR. PH: 0 549’ 4.333
RWO
RWH RaW. water head 3. FLOOR WASTE GRATES TO BE CHROME PlATED BRASS CUOO :
---c:)--- on EnJorver SO Sanftary Dra{~ ITORMWATER DRAINAOI!
SL SUrfac. lAWI
1. UNDERGROUND PIPEWORK SHAlL BE 0100 PVC CLASS fNoJ MIN GRADE 1:100 U.N.O. t.4 &: N HEGGART
0 $qua,.
- CMlr1Iow RoIIof GullY :J\ Saf. Tray 2. QOWNPlPES SHAlL BE 0100 PVC ClASS fNoJ, U.N.O ON HYDRAULIC PLANS.
F.ee
1. PlPEWORK TO BE IN ACCORDANCE WITH AS24111-20D6 CLAUSE 8.8. ARCHrTref :
SWO storm water drain 3. RAtlWATER OUTLETS (RWO)AND PLANTER OUT\ETS (PO)SHAlL BE "GATlC WN:>E" OR se.11lAR. WITH MEMBRANE CLAMPS WHERE
Wa\er
[]O we
01_
~td i:r.![undloh REQUIRED, 2.
3.
ALL HYDRANT PIPEWORK TO BE IDENTIFIED IN ACCORDANCE WITH ASl345.
ALL HYDRANTS AND FIRE HOSE REELS SHALL HAVE A MINIMUM CLEARANCE (IN ALL DIRECTlONS)OF l00MM AROUND THE HANDWHEEL.
LOFTUS STUDIO
4. GULLY PITlISHALl BE CONCRETE BODY IN TRAFFICABLE AREAS AND POLY IN NON TRAFFICABLE AREAS U.N.O.
ALL HYDRANTS TO BE FmEO WITH THE VALVE OUTlET AT RIGHT ANGLES TO THE FACE OR willi BEHIND IT. THE VAVLE oun.ET IS TO BE
EQ3 oil Sin’ td lUndloh
Trench grate trQ"..,.,.., bor
5. POLLUTION CONTROL MANAGEMENT ~(PCMP~ 4.
HORIZONTAL OR SLOPING AT A MAXIMUM Of 3DEGREES BELOW HORIZONTAL
PAOJf:cr. 26,/512 DAVID LOW WAY
fa LT Loundry TI,/b ~~. =0:::=~ud!:!. bar 5.1. TO BE RESPONSIBILITY OF BODY CORPORATE.
8.2. TOUST ALL IN FLOW Fl.TERING DEVICES UKE LEAF EATERS AT DP’S AND O1liER F1LTERS. &. EXTERNAL FEED HYDRANTS SHALl BE POSITlONED WITHIN 20M OF A ROAD,HARDSTAND OR THE LIKE TO WHICH THE FIRE AU’IliORITY PUMP
APPLIANCE HAIl ACCESS.
NOOSA DUNES
1V 5.3. TO KEEP AND MAINTAIN A LOG OF CLEANING,
!Ql ""’
Woohlno
Machi.. u/9 1=:"’~.;’’’’ 8.4. TO CLEAN DEVICES SUCH AS GUTTERS AND GULLY PITS: 8. EXTERNAL HYDRANTS SHALl BE POSITlONED NOT LESS THAN 10M FROM THE BUILDING UNLESS PROTECTED BY A CONSTRUCITON HAVING OfIAWING TTTU::
u/o U...... oIob
-AS TO MANUFACTURES SPECIFICATION A FIRE RESISTANCE LEVa OF NOT LESS THAN 9OIIIOIVO EXl"ENDING AT LEAST 2M EITHER SIDE OF THE HYDRANT OUTlET,AND WHICH EVER
0 FWG Floor Walt. Gull)’ Unl... nottd otherwl,.
~
\I.n.o.
-MINIMUM QUARTERI.Y, BUT MONTHLY IN RAiNY SEASON IS THE LESSER. 3M FROM THE GROUND LEVa ADJACENT TO THE HYDRANT OR THE HEIGHT OF THE BUILDING.
WS Wot<< .upply
CD en 9o.1n -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
AUTHORITY PUMP APPLIANCE HAIl ACCESS.
101 Blh 90th ~ Shr Sho_
8.8. TO INSPECT AND CLEAN T~KS MINIMUM ONCE YEARLY.
8.8. TO INSTALL AND MAINTAIN PUMP AND FIXTlJRES FOR REUSENYATERlNG/lRRlGATION TO MANUFACruRES SPECIFICATION 8. MATERIALS: ’0100 ClASS 18 POLY/TYPE B COPPER IN GROUND.
TYPE B COPPER ABOVE GROUND.
COVER SHEET
g FHR Fl,. HoH RM1 0 HWS Hot __ oyoIorn >1= 0100 ClASS 18 BLUE BRUTE IN GROUND.
FIREl1TE LG /TYPE B COPPER RlSERIS,
~ ~E WoIerW_
III CS Cleonen Sk e, DO NOT USE GALVANISED FOR UNDERGROUND PIPE WORK.
- 30-07-13 JlWOo No. ....
- .....
IC’JU I 1 "’., UJt.O.
’01 2 2768-1
: 100
RPO:- LOT 26 SP 111721
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Development Application part 2 of 2 Plans - MCU13/0151Related documentApplication case desk ↗
About this file
- File size
- 23.2 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.