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OPW14/0197 Approved Plans Part 3 (N13078)
Plans and drawings
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Log in to see the plans as drawn ) WA TER RETICULATION NOTES
to. NOTE:
1 1. All WORK AND MATERIALS SHALL BE IN ACCORDANCEWITH OllO o NC CURRENTSPECIFICATIONSAND STANDARDS l N OODER
NOTWITHSTANDING THAT E ISTING SERVICES MAY OR MAY NOT BE SHOWN ON THE OB DRAWINGS. OF PRIORITYI:
Rn.. d, 1 NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE PRINCIPLE FOR THIS INFORMATION - SOUTH EAST UEENSLAND WATER SUPPLY CODEISE -SP' l
SI'1ALl.P"'fH S AVI( T~-I
••
WHICH HAS BEEN SUPPLIED BY OTHERS. THE OET AILS ARE PROVIDED FOR INFORM A TlON ONLY.
,.,. - WATER SLPPLY CODEOF AUSTRAllA WSA03- 011 \/3.1.
'''" THE CONTRACTOR SHALL ASCERTAIN THE POSITION OF ANY UNDERGROUND SERVICES IN THIS AREA UNlESS SPECIFED OTHERWISE. All WORK AND MATERIALS SHAll COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS.
l00 ••••• VCClASS' AND SHALL BE RESPONSIBLE FOR MAKING GOOD ANY DAMAGE THERETO. ADOPT III OF KERB AS PERMANENT LEVEL.
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IS I ~ (
;::.~.- •• COVER ON M,l,l ~S ROM PERHANENT lEVEL TO BE AS SHOWN IN STANDARO DRAWING SE -WAT-1 00. .
S. COhOUlTS TO BE ~STAllEO IN ACC AOANCEWITH THE STANDARD ORAWINGS IN SEW-SP' .
'u
~ SEAL EM)
A WATER METER SUPPLIED AT DEVElOPER'S COST, IS TO BE INSTAllED AT THE SERVICE POINT O UCH lOT IN ACCORDANCE
\ -< •• WITH THE STANDARD DRAWINGS IN SEW-SP' .
500 MOPEIUNOITO
TEflHIHATE 25' /'tOPE 7. All MATERIAL USED IN THE WORKS SHAll COMPLY WITH THE SE -SP' .
INSEI FIIOMTPROPEl TV
WlHINUEJM SHIJ.L P"'fH BOX. BCll.IHOAAY. SEAL tHO Of PIP( B. ALL CONCRETE OOTPATHS TO BE CLEAR O WATER HAINS. WHERE POSSIBLE.
9. TESTlCI .ORINATION POINTS TO BE INSTALLED IN ACCORDANCEWITH T L STANOARO DRAWINC SE -WAT_1410_1.
ELEVATION PLAN
10. THE CONSTRUCTIONOF THE w .•..TER SUPPLY RETlCUl"'TION WORK SHOWN ON THIS DRAWING MUST HAVE CONTR.••• CT
) AD 1lNISTRATlON UNOERTAKEN BY AN ENGINEERWHO H.••• S RPE R ( ISTR.•••TION. WORI( NOT (OMPl YING WITH THIS RE UREMENT
I":':""WlU, NOT_S PER 'lTTEO O~_CONNECT O_.THE R TCUlAllON SYSTEH.~
TYPICAL FIRE MANAGEMENT SUPPL Y BY OTHERSI , < 11. All FH TEE'S .•••ND RISERS TO BE oNIOO.
l~_~__
~_~~_~~ /1 UNITYWA TER LIVE CONNECTION 7
~ 1 . WATER SERVICE CONDUITS TO BE INSTAllED IN ACCORO.•••
n. RESlDENTI.•••
l lOTS TO BE PROVIDED WITH A W.•••
NCE WITH STD ORG SE -WAT-110B-l.
TER SERVICE CONNECTIONPOINT IN ACCORDANCEWITH STO ORG
'E 'VAlVES~'-Y; SE -WAT-l108. .
14. THRUSTS BLOCKS TO BE CONSTRUCTEDIN ACCORD"'NCEWITH STD DRG SE -WAT-1 0S-1. 1 06-1 AND 1 07-1.
II E HYDRANTS 1. REMOVE E ISTING 150 1 END CAP
15. PAVEMENT MARKING TO BE INSTAllED AS PER STO ORG SE .WAT-1300-1 AND .
&. I . INSTALL APPROVED 150 1 CONNECTOR 16. DETECTABLE MARKING TAPE TO BE lAIO ON .••• ll NEW w"'TER MAINS.
I 71 70
I 72 ENVIRONMENTAL MANAGEMENT APPROVAL NOTES
VEGETATKIN ROTEC ON
A. TR :ES lOU TED AlONG FOOTPATH SHOULD BE. WHERE POSSIBLE. TRANSPLANTED PRIOR TO CONSTRUCTION.OR REPLACED IF
N DESTROYED.
I B. WHEN WORKING WITHIN 4m OF TREES. RUBBER OR HARDWOOD GIRDLES Sl OUlD BE CONSTR CTEDWITH 1.8m BATTENS
CLOSELY SPACED AND ARRANGED VERTICAllY FROM GROUNDLEVEl. GIRDLES MUST BE STRAPPED TO TREES PRIOR TO
CONSTRUCTIONAI' ) REMAIN TO COMPLETION.
c. WHERE POSSIBLE. TREE ROOTS SHOll.D BE TUNNEllED UNOER. RATHER THAN SEVERED. I ROOTS ARE SEVERED, THE
DAMAG D AREA SHOULD BE TREATED WITH ••• SlATABlE UNGICIDE. CONTACT COUNCILARBORlST FOR FURTHER "'OVI(E.
o. ANY TREE lOPPING RE UIREDSHO lD BE UNDERT.•••KEN BY AN APPROVED •••RBORIST.
~
E ISTING A.
B.
TOPSOl A.ND SUBSOIL SHOULD BE STOCKPl.ED SEPAR.•••
TElY.
CARE SHOULD BE TAKEN TO PREVENT SEDIMENT ROM ENTERI~ THE STORMWATER SYSTEM. THIS HAY INVOLVE PlAONG
. I.
UNITYWA TER LIVE CONNECTION 6 - l 7 STAGE B APPROPRIATE SEDIMENTCONTROLS AROUND STOCKP lES,
CREEK CROSSINGS
1. INSTALL 150 150 TEE ON E ISTING MAIN -- V 118 117 A.. S lTATION CONTROLMEASURES SHOULD BE PlACEO OOWNSTREAMOF ANY E CAVATION WORKS.
. INSTALL 1500 SLUICE VALVE •." J t;, B. APPROPRIATE SEDIHENT CONTROLS SHOULD BE USED TO PREVENT SEol 1 HT FROH ENTERINGTHE CREEK.
. '-.,--j" ,
C. NO S Il SHOULD BE STOCKP lED WITHIN Sm OF THE CREEK.
~ -.:::! ~I ;f/, REHABILITUION
~ ( --- --
A.
B.
PREOISTURBANCESOL PROFILES AHD COMPACTIONLEVELS ARE TO BE RE~ST"'TEO •
PREDISTURBANCEVEGETATION P"'TTERNS SHOUlD BE RESTORED•
•, .
I
I';'>'
ALL CONSTRUCTION WORK UNDERTAKEN ALL ENVIRONMENTAL PROTECTION
BY THE CONTRACTOR SHALL COMPLY MEASURES SHALL BE IMPLEMENTED
. WITH ALL APPLICABLE WORKPLACE PRIOR TO ANY CONSTRUCTION WORK.
HEALTH AND SAFETY LEGISLATION. INCLUDING CLEARING COMMENCING.
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~I I I
II /
150~ CONNECTOR (FL-SCI VERGE OESIGN SURFACE 150~ 1( S BEND l.Fll
5WO COVER 1. 9m
REFER OEFLECTION I 1500 x S BEND FL-FL) 1500 CONNECTOR IFL-SCI
-~---
I /
UNITYWA TER LIVE CONNECTION 5
I
1. INSTALL 150 I( 100 TEE ON E ISTING MAIN
. INSTALL 1000 SLUICE VALVE 129
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& j j"'- i
'f
1500 x S BEND IFL-FlI
: 1
g ~__J'3J II 5.00m
&J.J;EXVAt.VES-~CV ).-1 1500 DICL CLASS FLANGE
g~~1 .O=--SWD
# 500mm CLEARANCE SEPARATION BETWEEN WATER ANO STORMWATER SEWER SERVICES
~ wo COVEI1.31m
::; RE~ER OEI: . CTION DETAIL WA TER DEFLECTION DB AIL
SCALE: 1: 51AII
I R (OVER 2.10m SR
-
I 130
FLANGE NOTE,
i 131 ALL BURIED FLANGE FITTINGS TO BE PROTECTED WITH
NOOSA COUNCIL
I 13 DENSO TAPE AND MASTIC lOR APPROVED E UIVALENTIIN
APPROVED PLANS
f 133
ACCORDANCE WITH MANUFACTURERS SPECIFIC A TlON.
COVER NOTE: OPW14/0197 3 OCT 2014
!
,...,
600mm MIN. COVER FOR VIA TER MAINS 1500
""""~h1,s_ REFER ORG N13078-301 FOR CONTINUATION
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~ UiQ". "Ill DI_ C'-ell SURVEYOR: RPS
BROWN
OM PROPERTIES WATER RETICULATION
.
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1 INNOVATION P ARKWA Y. BIRTINY A
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101. _ SHEET 3 OF 3
N13078-30 B
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