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Application for Operational Works - W & S - OPW14/0145 (see REC12/0014)
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SITE BOUNDARY
ADJOINING BOUNDARY ALL EN••••
IRONMENTAL PROTECTION HEASURES SHOULD BE IHPLEHENTED
,'.--,--[- EXISTiNG ElECTAICAL DERIVED FAOH DBYo
UNITY WA TER AND CONSTRUCTOR LIVE WORKS TABLE PRIOR TO ANY CONSTRUCTION WORK, INCLUDING ClEARING, COHMENClNG,
THIS DESIGN HAS BEEN PREPARED BASED ON SERVICE AUTHORITY AS
-,--,- EXISTING SEWER RETICULATION DERIVED FROM DBYO No_ DESCRIPTION OIA...u MH/HS
SEWER nn No. TYPE
COVER I LOT
TYPE I No. F.S.L E.S.L lL
DEPTH
TO INVERT ALL WATER Air() SEWER CONSTRUCTION WORK UNDERTAKEN BY THE
COMSTRUCTEDINFORMATION. NO PDT HOLING HAS BEEN Ut()ERT AKEN TO
VERIFY EXISTING SERVICE LOCATIONS ANO O£PTHS. IT IS THE
-w--.- EXISTING WATER HAIN DERIVED FROH ceye
l(AI UHITY WATER TO BREAK INTO EXISTING HAINTENANCE HOLE EXII1 AND CONSTRUCT ON160 EXlI1 EXIStiNG MA~HOLE 12.360 12.360 10,860 1.500
CONTRACTOR IS TO COMPLY WITH ALL APPLICABLE WORKPLACE HEALTH CONTRACTORS RESPONSIBILITY TO UNDERTAKE POT HOLING TO VERIFY
--T--r-- AND SAFETY LEGISLATION THE DESIGN
EXISTING TElfCOHMUNtCATION DERIVED FROM 08VO A 160m" STUB [TEMPORARIL Y PLUGGED) PRIOR TD START OF CONSTRUCTION.
EXISTING KERB AND CHANNEL
(APPROXIMATE LOCATION) 1(81 05.111 FAOI1 STUB END CAP. CONSTRUCTOR TO LAY NEW liNE 1. AFTER CLEANING IT IS THE CONTRACTORS RESPONSI61llTY TO OBTAIN A PERI11T TO WORK IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT 'DIAL BEFORE YOU
TESTINCi AND INSPECTION NOTIfY AGENCY. ON UNITY WATER IN ROADS ANO FOOTPATHS DIG' PH.UOO FOR THE lOCATION OF EXISTING PUBLIC UTILITIES PRIOR TO
-S--S- PROPOSED SEWER RETlClI.ATKlN DEVElOPt£HT ANO REGJlATORY SERVIC£S ARE REQUAED TO SCRUTNSE EXCAVATION ANY DAMAGE CAUSED TO EXISTING PUBLIC UTIUTES BY THE
•• DENOTED FLOW OF SEWER
l(CI UNITY WATER TO REMOVE TEHPORARY PlUCi ON Slue AND HAKE LIVE
CONNECTION AFTER SUCCESSFUL -ON MAINTENANCE-INSPECTION
AND APPROVE All PERMITS
IF APPROVED - PAYHfNT OF It FEE MAY BE APPLICABLE
CONTRACTOR WLL BE REPAIRED BY THE RELEVANT AUTHORITY AT Ttt::
CONTRACTORS EXPENSE.
SEWER NOTES
t ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH
EAST QUEENSLAND SEWERAGE CODE SPECIFICAnONS AND STANDARDS. ,~_\\'~_~~
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2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH
THE RELEVANT AUSTRALIAN STANDARDS,
l. THE CONSTRUCTION OF Tt£ SEWERAGE WOOK SHOWN ON THS DRAWING SHALL
BE SUPERVISED BY AN ENCiNEER WHO HAS RPED REGISTRATION, SEWERAGE
-Co
,-,
r OLD GATEWAY DRIVE
..;-"-:" PRDPOSEeSEWERTOCONNECT ~
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WORKS !«IT COHPLYING WITH TItIS REQIJREMENT WILL NOT BE PERMITTED TO \' TOEX~TrHGSEWERHANHOl' ~ ' GATEWAY DRIVE " t ' =r->"*=T" ""T-"'-'T"
CONNECT ,rno THE SEQ SERVICE PROVIDER SYSTEM.
4. ALL WORKS ASSOCIA TED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE
CARRIED OUT BY THE SEQ SERVICE PROVIDER AT THE OEVELOPERS COST,
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LONGlTUOINALSECTION"
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5. ALL PIPES AND HA TERIAlS SHALL COHPLY WITH REQUIREMENTS Of THE
-ACCEPTED PRODUCTS AND MATERIALS- UST.
, EACH ALLOTMENT SHALL BE SERVED BY A DNllO PE
lOR ON100 PVC) PROPERTY CONNECTION.FOR ALL ALLOTMENTS OTHER THA T
SINGLE RESIDENTIAL, A ON160 PE [OR DN150 pVCj PROPERTY CONNE(TlONS
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- - -l' DISCLAIMER
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SHAlL BE P1l0VIDED. " ".0 _ I.......... WliILSTEV[RY EFFQRT HAS BEEHMADE TO ENSURE
7. PROPERTY (OHNECTIOHS SHALL BE LOCA TEO WITttN THE PROPERTY AS SHOWN • I THA T THE INFORM4 TION ~OVIOEO IN THIS
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IN THE DRAWINGS :xl DRAWINGfDESIGN WAS AC(URATE AT THE TlHE IT
'4. PROPERTY CONNECTIONBRANCHES SHALL EXTEND INTO THE PROPERTY A ~ ~ k':1 I LOT 102 ~ ~ WAS COHPILEO, AS PART OF THECOUN(lL'S-A.S
'" \\~~ ~ I CONSTRUCTED- RECORDS, IT REMAINS THE
MINIMUH OF lOOmm AND A HAXIMUH OF 7S0mm. (UNITY WATER REQUIRES A
MINIMUM EXTENSION a: 500mllliNTO PROPERTYI
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~ '\ v;.; f"": SP241311 12600 ~ ;: THRUST BORED UNDER g --- / j \ ~~~~RO~~~~~~[/~~;,Hi~R~~~;::C~~~~ AND
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,. WHERE PIPES ARE LAIO IN Fill. THE FLUNG SHALL BE CARREO OUT WITH YO
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LAYERS HOT EXCEEDING ]OOtllll[LOOSEIIN DEPTH AHO SHALL BE COHPACTm j ~ _f
UNTIL THE COMPACTION IS NOT LESS THAN '5'" OF THE MA TERIALS MAXIHUM
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'HPlOYEES.SERVANTSANllAG£NTSA'
APPROPRIATE IN THE CIRCUMSTANCES TO HAKE ALL
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COMPACTION WHEN TESTED IN ACCORDAN{[ WITH AS. 12" (HOOIF!ED REASONABLE EFFORTS TO ASCERTAIN THE PRECISE
COMPACTIONI. TESTING SHALL BE CARRIED OUT AFTER EACH ALTERNATE
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lAYER IN ALL SUCH CASES APPROVAL OF CONSTRUCTED SEWERS WilL NOT BE
ISSUED BY THE SEQ SERVICE PROVIDER Utt.ESS CERTlFlCATES ARE PRODUCEO .\ ,\ \ -~ ~ ''"",-'" I II ~
/ =
WORK
CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED.
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10, WHERE SEWERS HAVE A GRAOE OF liN 20 DR STEEPER, BULKHEADS SHAll BE
CONSTRUCTEO IN ACCORDANCE WITH THE SEQ CODE.
It THE CONTRACTOR TO VERIFY LOCA nONS OF EXISTING SERVICES WITH ALL
RELEVANT AUTHORITIES BEFORE COMHENCINGWORKS.
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~;N~~~~;~;T~~~G~;i:';~~~D:~,~Ti::AN'''S
HAY HAVE OCCURREDAS A RESULT OF SUBSEQUENT
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12, SEWERS SHALL BE OlSUSfD/ABANOONEO IN ACCORDANCE WITH PROCEDURES
SET OUT IN THE SEQ COOE.
1]. BENCH HARK AND LEVELS TO AHO.
l4. EXISTING DWELLING ALLOTHENTS REQUIRING PROPERTY CONNECTIONFROH
EXIS TlNG SEWERS SHAllllf PROVIDED BY THE SEQ.SERVICE PROVIOER AT THE
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RESP""S""TY FOR ANY APPARENT 'RRDRS OR
, 7' INACCURACIES THAT ARE SHOWN TO EXIST AS AT
-H \ III I, 1,1111 ill '"IIIIII1
c::o..o- _
DEVElOPERS COST.
;f;;;'//'d~~_//. ! I~~_ _fll.!~1 I ~~~:~~~:ORHAT~NWASPRDVIlEODllATA
ENVIRONMENTAL NOTES: D / •• I _ iU,.,~~ THE ABOVE ALSO APPUES TO LOCATION ANO DEPTH
VEGETATION PRQTECTION
A TREES, LOCATED AlONG THE FOOTPA TH SHAll BE, ~ANSPLANTEO
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DF OTHER PUBLIC UTILITIES
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PRIOR TO CONSTRUCTION. OR REPlACED IF DESTROYEO,
B. WHEN WORKING WITHIN 4" OF TREES, RUBBER OR HAROWOOD GIRDlES
SHALL BE CONS~UCTED WITH 1.8111BATTENS CLOSELY SPACED AND
ARRANGED VERTICALLY FROH GROUND LEva. GIRDLES HUST BE
STRAPPEO TO TREES PRIOR TO CONSTRUCTION AND REMAIN UNTIL
COMPLETION.
'!;I Ie! lllllll?~?, 1--1~-R, ~I?II WU'U'/7/7U'U';x1 i NA~EDFESTAT£ lOT 102 SERVICING
., TREE ROOTS SHOULD BE TUNNELLED UNOER, RA THER THAN SEVERED. / 0 o~ \ I SUBDIVIDER OE LUCA CORPORAnON PTY L TO
O.
IF ROOTS ARE SEVERED THE:DAHAGED AREA SHOUlD BE TREATED
WITH A SLIT ABLE FUNCilCIJE. CONTACT RELfVANT COUNCIL ARBORIST
FOR FURTHER ADVICE
ANY TREE LOPPING REQUIRED 5H01A.O BE UNDERTAKEN BY AN
~' iI D. A. No.
NS.C. DElEGATES
APPROVAL DATE
RECl2I0014
APPROVEO ARBORIST. /
..~ EXISTING BUNNINGS
~
\ No. OF ALLOTS.
SOil
A.
B
TOPSOIL AND SUBSOil SHALL Ilf STOCKPILED SEPARATny.
CARE SHAll BE TAKEN TO PREVENT SEDKNT FROM ENTERING THE
STORMWATER SYSTEM. THS HAY INVOLVE PLAONG APPROPRIATE
WAREHOUSE
LOT 101
I AREA IN hi
LENGTH DN110
LOT 102 : 01266 _ LOT 101 : 2,n)
OF DN160 60.100
SEDIMENT CONTROlS AROUND THE STOCKPILES SP241311 ~ SEWER
C. ACID SULPHATE SOILS EXIST IN THE WORKING AREA. THE OUTPUT
FROM THE RISK ASSESSHENT BASED ON TtE QUEENSLANO ACIO
SLl.PHA TE SOL TECHNICAL HAHIJAL REQUAES THAT ACID SUlPHATE
SOIL MANAlZD AS FOlLOWS, IDElfTE F NO ACD SlU'11A TE SOUl
I~ II REFERENCE No
ON250
CREEl( CROSSING
A. SILT A TION CON~OL HEASURES SHALL BE PLACED DOWNSTREAM OF
ANY EXCAVATION WORK.
I I II WARNING
B.
C.
APPROPRIATE SEDlHEMT CONTROlS SHALL BE USED TO PRE••••
SEDIMENT FROH ENTERING THE CREEK.
NO SOIL SHALL BE STOCKPLEO WITHIN 5.0" OF TK: CREEK
REHABIUT A TION
ENT
..--,~..--'~"--
00 S'<l--- BEWARE OF UNDERGROUND SERVICES
THE LOCATION OF EXISTING Uf'I)ERGROUNO
SERVICES ARE APPROXIMATE ONLY ANO THEIR
EXACT POStTlON SHOULD BE PROVEN ON SIn:. NO
GUARANTEE IS GIVEN THAT ALL EXISTING
~~
A PREDISTURBANCE SOIL PROFILES All) COfWACTIOH LEVRS SHALL 8E SERVICES ARE SHOWN,
REINSTA TEO.
PERMANENT MARKERS SEWERAGE RETICULA TION LAYOUT PLAN APPROVAL
B PREDISTURBAN([ VEGETATION PA TTERHS SHALL BE RESTORED. SCALE 1:500
SAFETY UBO MAP REF, ~ 111,El ORIGIN BEARING ~ST No_ ISSUE
A THE DESIGN AND COHSTRUCTION Of THE WORKS SHAll COHPLY WITH LOCALITY PLAN 10NSULTANTl INTELARA Ply Ltd I
ALL QUEENSlAND lEGlSLA TlON
SCALE '104000
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CONTACT: JAHES NATION NOT FOR
APPROVED
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1 TELEPHONE: 1071 )2]6 1100 CONSTRUCTION
SCALES BEFORE REDUCTION Oient Or ••••"') Tit\, DlSa..AKR" COPYA;KitlT,
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LOT 102 SERVICING SEWERAGE RETICULA TlON "",,",
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Dc LUCA 179-184 EUMUNDI-NOOSAROAD LA YOUT PLAN AND DETAILS
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