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Application for Operational Works - W & S - OPW14/0145 (see REC12/0014)
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LEGEND
SITE BOUNDARY
ALL ENVIRONMENTAL PROTECTIONI1EASURES SHOUlD BE II1PLEHENTED
_-E--,-
ADJOINING BOUNDARY
EXISTING ELECTRICAL DERIVED FROM DBYO
UNITY WATER AND CONSTRUCTOR LIVE WORKS TABLE
I"tiIHS I COVER
PRIOA TO ANY CONSTRUCTIONWORK, INCLUDINGCLEARING, COMHENCiNG. I ntis DESIGN HAS BEEN PREPARED BASED ON SERVICE AuTHORITY AS
-S--s- EXISTING SEWER RETKUlATIOH DERIVED FROM DBVO ". OESCRIPTIQN DIA.
SEWER nn
••••.• No
TYPE I TYPE
LOT
No.
F.S.l E.Sl. LL
DEPTH
TO INVERT .LL WATER.ND SEWER CONSTRUCTIONWORK UNDERTAKEN BY THE I
CONSTRUCTEDINFORHATlON. NO POT HOlING HAS BEEN UNDERTAKEN TO
VERn EXISTING SERVICE LOCATIONS ..••1010DEPTHS. IT IS THE
-w--.- EXISTING WATER HAIN DERIVEO FRCH DBYO
1(AI UNITY W..••TER TO BREAK INTO EXISTING MAINTENANCE HOLE EX1f1 AND CONSTRUCT 0101160 EXlIl EXlSflNG MA~HOlE U_360 12.360 10860 1500
CONTRACTOR IS TO COMPLY WITH AU APPLIC.BLE WORKPLACE HEALTH I CONTRACTORS RESPONSIBILITY TO UNDERTAKE POT HOLING TO VERifY
--T--T-- AND SAFETY LEGISLATION TtE DESIGN
EXISTlMG TElECOHHJNI(ATION DERIVED FROM DBYO A 160mlll STUB ITEHPORARIL Y PlUG6EO) PRIOR TO START OF CONSTRUCTION.
EXISTING KERB At() (HANNa
IAPPROXIt1A Tf lOCATIONl UBI 05.111FROI1 STUll END CAP, CONSTRUCTOR TO LAY NEW LINE 1. AFTER CLEANING IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN A PERHIT TO WORK IT IS THE CONTRACTORSRESPONSIBILITY TO CONTACT 'DIAL BEfOR( YOU
TESTING AND INSPECTION NQTlFY A,GENCY. ON UNITY WATER IN ROADS AND FOOTPATHS, DIG' pH.nOO FOR THE LOCATION OF EXISTING PUBLIC UTILITIES PRIOR TO
-s--s- PROPOSED SEWER RETICULAliON DEVELOPMENT AND RE~ATORY SERVICES ARE REQUIRED TO SCRUTINSE EXCAVATION ANY DAHAGE CAUSED TO EXISTING PUBLIC UTILITIES BY THE
•• DENOTED FLOW OF SEWER
I(C] UNITY WATER TO REMOVE TEMPORARY PLUG ON STUll AND HAKE LIVE
CONNECTIONAFTER SUCCESSFUL -ON HAINTENANCE-INSPECTION
AND APPROVE ALL PERMITS.
If APPROVED - PAYHENT OF A fEE MAY BE APPLICABLE
CONTRACTOR Will BE REPAIRED BY THE RElEVA,NT AUTHORITY AT THE
CONTRACTORS EXPENSl
SEWER NOTES
l. ALL WORK ANO MATERIALS SHAll BE IN A(CORDANCE WITH CURRENT sourH
fAST QUEEHSlAIfl SEWERAGE CODE SPECIFICAnONS ANO Sf "HOARDS.
2, UNLESS SPECIFIEDOTHERWISEAll HA TERIAlS "'NO WORK SHALL (OMPL Y WITH
THE RELEVANT AUSTRALIAN STAt()ARDS.
l. THE CONSTRUCTIONOF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHAll
BE SUPERVISED BY AN ENGINEER WHO HAS RPEo REGISTRATION. SEWERAGE
WORKS NOT (OMPLYING WITH THIS REQUIREMENTWU NOT BE PERHITTED TO
CONNECTINTO THE SEa SERVICE PROVIDER SYSTEM.
". ALL WORKS ASSOOATEO WITH LIVE S£WERS OR HAINTENANCE HOLES SHAll BE
CARRIED OUT BY THE SEa SERVICE PROVIO£R AT THE DEVELOPERS COST.
5. ALL PIPES .t.N1)MATERIALS SHALL COMPLY WITH REQ.UIREHENTSOF THE
-ACCEPTED PRODUCTS AIW) HATERIALS-LIST.
6. EACH AllOTMENT SHAll BE SERVED BY A ONno PE
toR 0101100pvq PROPERTY CONNECTION.FOR ALL ALLOTMENTS OTHER THAT
SINGLE RESIDENnJtL, A DN160 PE [OR 0101150pvCI PROPERTY CONNECTIONS ~ DISCLAIMER
SHALL BE PROVIDED. WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE
THAT THE INfORMA nON PROVIDED IN THIS
7. PROPERTY CONNECTiONSSHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN
IN THE DRAWINGS
I DRAW~G/OESIGN WAS ACCURATE AT THE TII1E IT
,.. PROPERTY CONNECTIONBRANCHES SHALL EXTEND INTO THE PRO?fRTY A WAS COMPILED, ..••S PART OF THE COIJHCJl'S -AS
HlNIMUH Of JOOm•• AND A MAXIHUH OF 750m ••. IUNITY WATER REQIJRES A I CONSTRUCTED" RECORDS,IT REI1.AJNSTHE
RESPONSIBILITY OF THE PROPERTY OWNER AND
HlKlMUM EXTENSION Of 5001ll1lINTO PROPERTYI
THER CONTRACTORS, SUB CONTRACTORS,
II. WHERE PIPES ARE LAID IN FILL, TIiE FILLING SH..••LL BE C..••RRIED OUT WITH
L..•.YERS NOT EXCEEDING30011"' (LOOSE)IH DEPTH AND SHALL BE COMPACTED
I EHPLOYEES, S£RVANTS AND AGENTS AS
UNlIL THE COMPACTIONIS !+OT LESS TH..••N 95" OF THE MATERIALS MAXIHUH APPROPRIA TE IN THE CIRCUMSTANCES TO I1AKE .LL
COHPACTION WHEN TESTED IN ACCORDANCEWtTH A.S. 12BII(HODIFIED I REASON..••BLE EFFORTS TO ASCERTAIN THE PRECISE
LOC..••TION Of EXISTING INFRASTRUCTURE INCLUDING
COHPACTION). TESTING SHAll BE CARRIED OUT AFTER EACH AL TERNA TE
WATER I1AINS SEWERS AND DRAINS BEFORE
LAYER. IN ..••LL SUCH CASES ..••PPROVAL OF CONSTRUCTEDSEWERS WILL NOT BE
ISSUED BY TI-£ SEa S(RVIQ PROVlOER UNlESS CERTIFICATES ARE PRODUCED
I UNOERT..••KING EXCAVATION OR CONSTRUCTION
WORK.
CERTlFYIIIG THAT THE REQUIRED(OHPA(TION HAS B£EN ACHEVED.
10. WHERE SEWERS HAVE A GRADE Of 1 IN 20 OR STEEPER, BUlKHE ..••DS SHALL BE I USERS Of THE INFORMATION SHOUlD BE AWARE
CONSTRUCTEDIN ACCORDANCEWITH THE SEQ COOl
1H..••T SINCE THE ORKiINAL RECORDINGOf THE
11. THE CONTRACTOR TO VERifY LOCA liONS Of EXISTING SERVICES WITH All
RElEV ..••NT AUTHORITIES BEfORE COMMENCINGWORKS.
I DEPTHS IN RELA nON TO GROUNDlEVELS, CHANGfS
HAY HAVE OCCURRED..••S A RESULT Of SUBSEQUENT
12. SEWERS SHALL BE DISUSEOfABANDONED IN ACCORDANCEWITH ~OCEOURES
SET OUT IN THE SEQ.CODE. I WORK OR ACTIVITIES INVOLVING FILUNG AND
EXCAVAnON. CONSEQUENQY, BRISBANE CITY
13. BENCHMARK AND LEVELS TO AHD.
COUNCILTHROUGH BRISBANE WATER TAKES NO
14, EXISTING OWELUNG ALLOTMENTS REQUIRING~OPERTY CONNECTIONfROM
EXISTING SEWERS SHALL BE PROWlED BY THE SEQ SERVICE PROVIDER AT THE I RESPONSIBILITY fOR ..••NY APPARENT ERRORS OR
DEVELOPERS COST. IN.CCURACIES THAT ARE SHOWN TO EXIST AS AT
I THE DATE INfORHATION WAS PROVIDED OR ..••T ..••
LATER DAT£
ENVIRONMENTAL NOTES,
VEGET ATION PROTECTION
I THE ABOVE ALSO APPLIES TO LOCATl0N AND DEPTH
OF OTHER PUBLIC UTILITIES.
A. TREESLOeA TEO ALONG TIi[ FOOTPATH SHAll BE, TRANSPLANTED
PRIOR TO CONSTRUCTION,OR REPlACED If DESTROYED. I
B. WHEN WORKING WITHIN 4~ OF TREES, RUBBER OR HARDWOOD GIRDlES
SHALL BE CONSTRUCTEDWITH 1.&11B. TTENS CLOSElY SPACED AND I-
ARR.NGED VERTICALLY FROM GROUNDLEVEL. GIRDLES HOST BE
STRAPPED TO TREES PRIOR TO CONSTRUCTIONAND REMAIN UNTt. I NAME OF ESTATE LOT IOZ SERVICING
COt1PlETION
_. TREE ROOTS SHOUlD BE Tl.tlNElUO In()ER, RA THER THAN SEVERED.
IF ROOTS ARE SEVERED THE OAHAGED AREA SHOlJ,.D BE TREATED
I SlllOIVIOER DE LUCA CORPORATlON PTY LTO
REC1Z/0014
O. A. No.
WITH A SUITABLE fUHGJCIOE.CONTACT RElEVANT couNCil ARBORIST
fOR fURTHER .DVICE I 101,5.(.OEL£GATES
O. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVAL DATE
APPROVED ARBOJlIST.
No. Of AllOTS.
SOIL EXISTING BUNNINGS
AREA. IN IIi!. LOT 10Z = 0 '266 -LOT 101 = 2-'93
A. TOPSOIL ..••ND SU8SOI. SHALL BE STOCKPIlED SEP..••R. TEl..Y. WAREHOUSE
a CARE SH..••ll BE TAKEN TO PREVENT SEDKNT fROM ENTERlH(j THE LENGTH ONI1'
STORMWATER SYS TEH. TttS HAY INVOLVE PlAONG APPRoPRIATE LOT 101 OF
SEOIHENT CONTROlS ARO\JND THE STOCXPlLES ON~' 60.100
C. ACIO SULPHATE SOILS EXIST IN THE WOflKIN(i AREA. THE OUTPUT
SP241371 SEWER
ON250
FROI1 THE RISK ASSESSMENT BASED ON THE QUEENSLAND AOD
SIA.PHATE SOt. TECHNJCALI1ANU..••L REQUIRES THA T ACID SULPHATE REFERENCENo
SOILI1ANAGfD AS FOllOWS, (DELETE If KO ACll SULPHATE SOIlSI
CREEK CROSSING
WARNING
A.
B.
St. TA TlON CONTROl HEASURE:SSHAll BE PLACED DOWNSTREAM OF
ANY EXCAVAtION WORK.
....PPROPRIATE SEOIP1ENTCOtHROlS SHALL BE USED TO PREVENT
SEOII1ENTFROt1 ENTERING THE CREEK.
I BEWARE OF UNDERGROUND
Tt£ LOO TlON Of EXISTING Ut«lERGROVNO
SERVICES
S£RVICES ARE APPROXII1ATE ONLY AND THEIR
C, NO SOl. SHALL BE STOCKPt.fD WITHIN 5.0~ OF HE CREEK
EXACT POSITION SHOUlD BE PROVEN ON SITE. NO
REHABILIT A TlON GUAR..••NTEE IS GIVEN THAT ALL EXISTING
• PREOISruRBANCE SOIL PROFILES ..••ND COMPACTION LEVnS SHALL BE SERVICES ARE SHOWN.
REINSTATED.
PERMANENT MARKERS SEWERAGE RETICULA nON LAYOUT PLAN APPROVAL
B PREOISruRBANCE VEGETATION PATl[RHS SHALL BE RESTORED. SCALE 1:500
SAFETY
A THE DESIGN AND CONSTRUCTION OF THE WORKS SHAll COf1>l Y WlT11
UBO HAP REF, SUN IB, El
LOCALITY PLAN
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ORIGIN
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:CONSULTANT, INTELARA Pty ltd I ISSUE
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.LL QUE[NSlAI«) LEGISLATION
SCALE \4000 U-OPI1 36/sP'I70295 lU""S"O" 40'.63 52589 ICONTACT, JAMES NATION
TElEPHONE,IOTI32361100
NOT FOR
CONSTRUCTION APPROVED RPEQ No
SCALES BEFORE REDUCTION C1itnt Or~"'llQT,Il. llIlliAl1ER &. COPYRIGHT,
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LOT 102 SERVICING SEWERAGE RETICULA nON "UII"oclfri:iIl, in,t"toCAO -dwg lit t•• d Itt "'ontl'Clll'" ,_,'
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