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Application for Operational Works - W & S - OPW14/0145 (see REC12/0014)
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~EGEND
SITE BOUNDARY
A.OJOINING BOUNDARY ALL ENVIROfrf'1f.NTAL PROTECTIONJ'1fASlJAES SHOll.D B€ IMPLEHENTED
,_-E-E- EXJSTING ELECTRICAL DERIVED FROM aeyo
UNITY WATER AND CONSTRUCTOR LIVE WORKS TABLE PRIOR TO ANY CONSTRUCTIONWORK. 'olCLUOINGCLEARING. COMHENUIG,
THIS DESIGNHAS BEEN PREPARED BASED ON SERVICE ~UTHORITY AS
-,--,- EXISTING SEWER RETICUlATION DERIVED FROM DeyO No DESCRIPTION 01.•.. MH/HS
SEWER HH No. TYPE
COVERI LOT
TYPE I No.
F,S.L E.S.L I.L
DEPTH
TO INVERT ALL WATER AMJ SEWERCONSTRUCTIONWORK UNDERTAKEN BY THE
CONSTRUCTEDINFORMATION.NO POT HOLINGH"'S BEEN UNDERTAKEN TO
VERFY EXISTING SERVICE LOCATIONS AND DEPTHS, IT IS THE
-"--',- EXISTING WATER "'ArN DERIVED FROM 06'10
1[A' ltllTY WATER TO BREAK INTO EXISTING HAINTENANCE HOLE EX1I1 ANO CONSTRUCT 0101160 EX1I1 EXiStiNG HA~HOLE t2.360 12,360 10.860 1.500
CONTRACTOR IS TO COMPLY WITH AU APPLICABLE WORKPLACE HEALTH CONTRACTORSRESPONSIBUTY TO LtIOERTAKE POT HOLtom TO VERIfY
--1--1-- AND SAFETY LEGISLATION THE DESIGN
[XIS TlNG TEL[COMHUNlCAnON DERIVED FROM OBYD A 160trlll STUB fTEHP{lRARILY PlUGGEOI PRIOR TO START OF CONSTRUCTION.
EXISTING t<ERS AND CHANNEL
(APPROXIt1A TE lOCATIONI l(BI 05.111FROM STUB END CAP, CONSTRUCTORTO LAY NEW UNE t AFTER CLEANING IT IS THE CONTRACTmlS RESPONSIBILITY TO OBTAIN A PERHIT TO WORK IT IS THE CONTRACTORSRESPONSIBILITY TO CONTACT 'DIAL BEFORE YOU
TESTING Aha INSPECTIONNOTifY AGENCY, ON UNITY WATER IN ROADS AND fOOTPATHS. OIG' PH.1100FOR THE LOCATION Of EXISTING PUBLIC UTILITIES PRIOR TQ
-s--s- PROPOSEDSEWER RETICULATION DEVELOPMENT AND REGULATORY SERVICES ARE REQUIREDTO SCRUTlHISE EXCAVA noN. ANY DAMAGE CAUSED TO £XlSTlNG PUBLIC UTILITIES BY THE
1(CI UNITY WATER TO REMOVE TEMPOR"'RY PLUG ON STUB AND MAKE LM:
••• DElofOTEDFLOW Of SEWER
CONNECTIONAfTER SUCCESSFUL~ON HAINTENANCE~ IHSPECTION
AND APPROVE ALL PERHITS,
F APPROVED - PAYMENT Of A FEE HAY BE APPlKABlE
CONTRACTORWll BE REPAIRED BY THE RaEvANT AUTliOAlTY AT THE
CONTRACTORSEXPENSE.
SEWER NOTES
1 ALL WORK A~ HA TERlALS SHALL BE'" ACCORDANCEWITH CURRENT SOUTH
1
EAST QUEENSlAt«> SEWERAGECODESPECIFICATIONSAt() STANDARDS.
2. UNLESS SPfCflEO OTHERWISEAll HA TERIAlS AhD waR!( SHALL COMP\.Y WITH
THE RELEVANT AUSTRAUAN STANOARDS.
THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL
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BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION, SEWERAGE '" OLD GATEWAY DRIVE PIlOPOSEOSEWERTOCQNNECT ~~ ,;,0' - -E-E-E-=-E"=r'~1~ E., 'w-<- " "'-=. "'-'= ~"'_
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WORKS Nor COMPLYING WlTH THIS REQUlREHENJ WU NOT BE PERHlTTED TO
CONNECTINTO Tt€ SEa SERVICEPROVIDER SYSTEH.
••. All WORKS ASSOCIAITO WITH LIVE SEWERS OR HA.nENANCE HOlfS SHAll BE
,1\ ~ I \. TO EXISTING SEWEA HANHOLE,
VIA lNTEANAl DROP. REfER TO
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GATEWAY DRIVE •
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(ARRIED OUT BY THE SEa SERVI(E PROVIDER AT THE DEVELOPERS (OST, ~ \\- _I LON~"TWINALSEC"ON "'- _,.,. Wb7~ --.,. --.,. &$ff~
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5. ALL PIPES AND f'1ATERIALS SHALL COHPLY WITH REQUIREMENTSOF THE
~ACCEPTEDPRODUCTS AND HATERIALS~ LIST,
~ I. DN160P~tOOSCA11::'---:::=-~; ~ /' 3
6. EACH ALLOTHENT SHALL BE SERVED 6Y A ONflO PE
fOA DN100 pvO PROPERTY CONNECTION.FOR ALL ALLOTMENTS OT!,£R THA T \ o~ ;
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SINGlE RESIDENTIAL. A ~160 PE lOR DNlSO pvO PROPERTY CONNECTIONS
SHALL 6E PROVIDED, :P' I ;t-&' NEW TYPE A •• -./ Y;oCr<J: /" EX 1 ~/ 'S/V;
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WHILST EVEAY EFfORT HAS B€EN H"'OE TO ENSURE
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;C 1500 PVC PC - .•.••.•••• THAT THE INFORHA TlON PROVIDED IN THIS
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7. PROPERTY CONNECTIONSSHALL BE lOCATED WITHIN THE PROPERTY AS SHOWN
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IN THE DRAWINGS
,. PROPERTY CONNECTIONBRANCHES SHALL EXTOO INTO Tt£ PROPERTY A i..;}\\ SL 15600 ~ ~
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DRAWING/DESIGN WAS ACCURATE AT THE TIME IT
WAS COMPILm. AS PART Of THE COUNCil'S ~AS
CONSTRUCTED- RECORDS,IT REHAINS THE
MINIMUMOF 300lllm AND A MAXlHUH OF 7S0mm.IUttTY WATER REQUIRfS A
H1N1MUHEXTENSION Of 500mm INTO PROPERTY)
9. WHERE PIPES ARE LAID IH Fill, THE fLUNG SHALL8E CARAlfD OUT WITH
LAYERS NOT EXCEEDING300mm (lOOSEI IN DEPTH AND SHALL BE COMPACTm
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1600
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THRUST
A~rI lAYlORI"IE 1 II
TEW .""'0 UND(R ,.,
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RESPONSIBILITY Of THE PROPERTY OWNER AND
THER CONTR"'''''', 'UB CONTR"'ORS,
EMPlOYEES. SERVANTS AND AGENTS AS
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UNTIL THE COMPACTIONIS HOT LESS THAN 95" Of THE HATERIAlS HAXIHUH f v' ••••• / \ APPROPRIATE IN THE CACUMSTANCES TO MAKE ALL
COHPACTION WHEN TESTED IN ACCORDANCEWITH A,S. 1289IMOOlfIED I I REASONABLE EFFORTS TO ASCERTAIN THE PRECISE
COHPACTlONI. TESTING SHAll BE CARRIED OUT AfITR EACH AlTERNATE. l\ ~ ~_ _.•,'~' I ~~ ~~ LOCATIOHOfEXISTINGINFRASTAU(TUREINCLUDIHG
lAYER. IN ALL SUCH CASES APPROVAL OF CONSTRlICTm SEWERS WILL NOT 6E
ISSUED BY THE SEQ.SERVICEPROVIDER UN..ESS CERTIFICATES ARE PRODUCED ~:\,,~.-- ~,~ .•••-.: I 111111111111111 II ~ JIIIIIIIIIIIIII~ I ~~i':T:~:~~~~~~~~~~~A~~~:i~~i~N
CERTIfYING THAT THE REQ.UlREDCOMP"'CTlON HAS BEEN ACHIEVED.
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IIIIIII !IIIIII ~::j:~~~:H;:";f!~~~:~~:'
10, WHERE SEWERS HAVE A GRADE OF lIN 20 OR STEEPER, BULKHEADS SHALL BE
CONSTRUCTEDIN ACCORDANCEWITH THE SEQ COOE.
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n, THE CONTRACTOR TO VERIFY LOCATIONS OF EXlSTtlG SERVICES WITH All
RElEVANT AUTHORITIES BEFORECOMHENCINGWORKS. /1 'I 1I1I 11II11
12. SEWERS SHALL BE DISUSED/ ABANDONED IN ACCORDANCEWITH PROCEDURES
SET OUT IN THE SEQ.CODE.
11 BENCHHARK AND lfVELS TO AHD.
1", EXISTING DWELUNG ALLOTMENTS REQUIRINGPROPERTY CONNECTIONfROH
EXISTING SEWERS SHALL B.EPROVIDED BY THE SEQ SERVICE PROVIDER AT THE
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RESPONSIBILITY fOR ANY APPARENT ERRORS OR
DEVELOPERS COST. ~ g INACCURACIESTHAT AAf SHOWN TO EXIST AS AT
ENVIRONMENTAL NOTES,
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h!J/;*, - II III I, 11111111"" 11111111 A I ~c_ _' !.I~_ [:i~:~;~FORHAT'ONWASPR1lV.'ODRATA
VEGET A.TION PROTECTiON
A TREES-LOCATED ALONG THE FOOTPATH SHAll BE, TRANSPLANTED
~\ .../,/ I' 111111 I II 1 Lilli J V ~ ,.,\~ ~~Eo~~:~~ic~~:~L~E;~OLOC"'TtONANODt:PTH
PRIOR TO CONSTRUCTION.OR REPUCED If DESTROYED, ~~'v: ~ / /-- ,._1.IJ.LL.::L1 -~ ~- -~ 1 _
B. WHEN WORKINGWITHIN "III OF TREES. RUBBER OR HARDWOOO G~DlES 0
/~:> 1111111?~?1 .1-1 ~ -8-- ~I?II
SHALL BE CONSTRUCTEDWITH t8m BATTENS ClOSEtY SPACED AND
ARRANGED VERTICAllY FROM GROUNJ LEVEL GIRDLES MUST BE
STRAPPED TO TREES PRIOR TO CONSTRUCTIONAND REHAIN UNTIL ,\ ,..~\'II !J .~..-7U&//////~1 I NAM( Of ESTATE LOT t02 SERVICING
COMPLETION
., TREE ROOTS SHOULD BE TUNNELLED UNDER, RATI'£R THAN SEVER£D,
IF ROOTS ARE SEVERED THE DAMAGED ARE'" SHOULD BE TREATED
\' / 0 LJ~ I I SUBDIVIDER DE LUCA CORPORATION PTY lTD
WITH A SliT "'BLE fUNGICIDE, CONTACT RELEVANT COUNCILARBORIST \ / ~ I D. A. No. RECI210014
O.
fOR FURTHER ADVICE
ANY TREE LOPPING REQlJIR.EDSHOU.D BE ~OERTAKEN BY AN
APPRQVED ARBORIST,
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/ EXISTING BUNNINGS
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NS.C. OELEGATES
APPROVAL DATE
No, Of ALLOTS,
B
SOIL
A. TOPSOIL AND SUBSOIL SHALL Be STOCKPilED SEPARATElY.
CARE SHALL BE TAK£N TO PREVENT SEOlHENT FROM ENTERING THE
STOAMWATER SYSTEM. niS MAY INVOLVE PlAOHG APPROPRtA TE
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WAREHOUSE
LOT 101
I AREA IN h~
LENGTH 014110
LOT 102; 0,1266 - LOT 101; 2.79)
OF 014160 60.tOO
SEDIMENTCONTROLS AROUNO THE STOQtP1LES SP241371 ~ SEWER
i~ II
C. ACIO SULPHATE SOilS EXIST IN THE WORKINGAREA. THE OUTPUT DN2S0
fROM THE RISK ASSESWNT BASED ON THE QUEENSLAND ACID
SUlPHA TE SOL TEONCAL HANUAl AEQU1RESTHAT ACID SULPHATE REFERENCENo
SOIL HANAGfO AS FOlLOWS: IDElETE F NO ACII SUlPHATE 5O,,-SI
,~_J[
CREEK CROSSING
.•.. SILTATION CONTROLMEASURES SHALL BE PlACED DOWNSTAfAH OF
ANY EXCAVATION WORK,
I 1 WARNING
B.
C.
APPROPRIATE SEDIM(NT CONTROlS SHALL BE usm TO PREVENT
SEDIMENT fROH ENTERING THE CREEl(,
NO SOIL SHALL BE STOCKPUO WITH" 5.0. CF Tt€: (A£[K
REHABIUT A nON
.......
s~ s~ 00_ ::J BEWARE OF UNpERGROUND
THE LOCATION OF EXISTING UNDERGROUND
SERVICES ARE APPROXIMATE ONLY AND THEIR
EXACT POSITION SHOULD BE PROVEN ON SITE, NO
SERVICES
GUARANTEE IS GIVEN THAT ALL EXISTING
A PREOISTURBAN(£ SOIL PROFILES All) COHPACllDN lEVElS SHALL BE SERVICES ARE SHOWN.
REINSTATED.
PERMANENT MARKERS SEWERAGE RETICULA TlON LAYOUT PLAN APPROVAL
B PREDISTURBANCE VEGETATION PA TTERHS SHALL BE RESTORED SCALE 1500
SAFETY
A THE DESIGN AND CONSTRUCTIONOF THE WORKS SHALl COI'1PLY WITH
UBOHAP REf, SUN II, El
LOCALITY PLAN
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ORIGIN
tlSP211681
BEARING
229.40'
DIST
2••n5 15868)
"0. !ONSUL TANT: lHTELARA Pty ltd
CONTACT, JAHES NATION
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ISSUE
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ALL QUEEN5lANJ LEGlSLA TlON
SCALE 104000 O-OPM WSP1T0295 t49.45'40. 1.0"&) 52589 ffiEPHONE: 10713236 ttOO CONSTRUCTION APPROVED ' RPEQ No
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SCAlfS BEFOREREDUCTION Oiant Or•.•••ng Tittl lIlSCl.AI1fA .& COPYAIOHT, OISH1'd
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1,500
5
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I S 10 15 l' 25.
Dc LUCA
LOT 102 SERVICING
179-184 EUMUNOI-NOOSAROAD
SEWERAGE RETICULA TlON
LA YOUT PLAN AND DETAILS
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