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OPW14/0145 - Response to Information Request
/
LEGEND
SITE BOUhllARY
ADJOINING BOUNDARY All ENV~ONP'£HTAL PROTECTION I'OSURES SHOUlD BE II'I'lEHENTlD
-E-E- [XIS TlNG flECTRKAL DERIVED fROH DeYO UNITY WA TER AND CONSTRUCTOR LIVE WORKS TABLE PRIOR TO ANY CONSTRUCTION WORK, INClUDING Q.EARIMG. COMI"f:N(INCi
-,--,- EXISTING SEWER RETICULATION DERIVED FROM DBYO No DESCRIPTION OIA. •••.• "_ HH/HS
SE••••ER nn ow. TYPE
COVER
TYPE
LDT
No
F.S.l ES.1 r.l
DEPTH
TO INVERT AU WATER API! SEWER CONSTRUCTlON WORK UHOfRTAKfN BY THE
THIS DESIGN HAS BEEN PREPARED BASED ON SERVICE AUTHORITY AS
CONSTRUCTED tFORHATlON. NO POT HOLING HAS BEEN UNDERTAKEN TO
-w--w- EXiSTING WATER /'lAIN DERIVED FROH DaYD VERFY EXISTlNG SERVICE LOCATIONS AND DEPTHS. IT IS THE
(AI UNITY WATER TO BREAK INTO EXISTING HAINTENANCE HCl..EEX"l A.ND COfIISTRUCT 0•••160 EX111 CONTRACTOR:IS TO COMPLY WITH ALL APPlKA8lE WORKPLACE HEAlTH CONTRACTORS RfSPONS8LlTY TO ~DERT AI([ POT HQltlG TO VERIFY
--1--1--
nClsl'NG M~Cl.E 12.360 12.360 10.860 t500 APC) SAfETY LEGtSLA TlON
EXISTING TELECOHHUHICATlON DERIVED FROM D8YD A 1601ml sue ITEMPORARIL Y PlUGGEDl PRIOR TO START OF CONSTRUCTION. THE DESIGN.
EXISTING KERB AND CHANNEL
(APPROXIHA IT LOCA TlONI (BI 05 .•• FROM STUB END CAP, CONSTRUCTOR TO LAY NEW LINE 1. AFTER ClEANING IT IS THE COHTRACTORS RESPOHSIBUTY TO 06T AIN A PERPtT TO WORK IT IS THE CONTRACTORS RESPOHSISftJTY TO CONTACT 'DIAL BEfORE YOU
TESTfrtG APr() INSPECTION NOTFY AG£NCY. ON LttITY WATfR IN ROADS A.ND FOOTPATHS DIG' PH.l100 FOR THE lOCATION OF EXISTING PUBlIC UTLlTfS PRIOR TO
-1--1- PROPOSED SEWER RETICULATION
DEVELOPMENT AJrI) REGUlATORY SERVICES AR£ REQlJREO TO SCRUTNSE
•• DENOTED FLOW OF SEWER
1lCl UNITY WATER TO R£HOVE T[poI)(JRARY PlUG ON STUB APC) HAKE UVE
CON~CTlOH AFTER SUCaSSFUL -ON MAINTEHANCE~ INSPECTION
AJrI) APPROVE AU PERHITS .
If APPROVED - PAYHENT OF A FEE MAY BE APPLICABLE
EXCAVATKlfiI. ANY DAMAGE CAUS(D TO EXISTING PU8UC Ura,lTIES BY THE
CONTRACTOR WLl BE REPAFlED BY Tt£ RElEVANT AUTHORITY AT TI-(
CONTRACTORS EXPENSE.
~ ~"'''' "''''",
SEWER NOTES \
t All WORK AND HATERlAL5 SHAll BE'" ACCORDANCE WITH CURRENT SOUTH <
EAST QUEENSLAt() SEWERAGE (DOE SPECIFIC'"TlONS AND 5r ANDARDS.
2. lmlESS SPECIFIED OTHERWISE ALL HI. TERJALS AND WOAK SHAll tOMPl Y WITH
THE RELEVANT AUSTRALIAN STAhllA,ROS. <
1 THECONSTRUCTlQH OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SMAll
BE SUPERVISED BY AN [NGINEER WHO HAS RPEO REGtSTRA TlON. SEWERAGE <
WORKS NOT (OMPlYING WITH THIS REQUIREHENT Will NOT BE PERMITTED TO
CONNECTINTO UNITYWATER SYSTEM.
4 ALL WORKS ASSOOATEO WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE
CARRIED OUT BY UNITYWATER AT THE DEVELOPERS COST.
5. ALL PIPES AND HA TER'ALS SHALL COMPlY WITH REQUIREMENTS OF THE
-ACCEPTED PRODUCTS AND MATERIALS-liST.
\. 6. DETECTABLE MARKER TAPE TO BE PlACED OVER ALL NEW MAINS AS PER
UNITYWATER'S REQUIREMENTS.
\. 7. C(TV FOOTAGE TO BE UNDERTAKEN ON All NEW MAINS AS PER UNiTYWA TEFl'S DISCLAIMER
REQUtREI'lfNTS. WHLST EVERY EffORT HAS BEEN MADE TO EHSURE
B. EACH AllOTf'ENT SHAll BE SERVED BY A ONnO PE THAT THE INfOOMATIlN PROVIDED IN THIS
lOR ON100 PVC! PROPERTY CONNECTION.FOR All ALLOTMENTS OTHER THAT DRAWfiG/DESI(JI WAS ACCURATE AT THE TIME IT
SINGLE RESIDENTIAL, A ON160 PE lOR ON150 PV(J PROPERTY CONNECTIONS WAS COMPILED, AS PART OF THE COUNCIL'S .AS
SHAll BE PROVIDED COMSTRUCTED- RECORDS. IT REMAINS THE
, PROf>ERTY CONNECTIONSSIiAll BE LOCATED WITHIN Tt£ Pfl:OPERTY AS SHOWN RESPONSIBILITY Of ft£ PROPERTY OWNER AND
IN THE DRAWtlGS < THEIR CONTRACTORS, Sl8 CONTRACTORS,
10. PROPERTY CONNECTIONBRANCHES SHAll EXTEND INTO THE PROPERTY A EMPlOYEES. SERVANTS AHD AGENTS AS
MINIMUM OF SOOmmAND A MAXIMUH OF 7S0u.
n. WHERE PIPES ARE LAID IN FILL, THE FIlLmG SHALL BE CARRIfD OUT wrTH
• APPROPRIATE IN THE CIRCUMSTANCES TO MAKE ALL
RfASONABL[ EfFORTS TO ASCERTAIN THE PRECISE
\.J 11111 11I11 III IlL
LA YERS NOT EXCEEDING30111111 n.OOSEIIH DEPTH AND SHALL BE COMPACTED < lOCA TIOH Of EXISTING f1fRASTRUCTURE INCLUDING
UNTIL THE COMPACTIONIS HOT LESS THAN '5" OF THE MATlRlALS MAXIMUM WATER HAINS SEWERS AND DRAINS BEFORE
COMPACTION WHEN TEsrED'" ACCORDANCEWITH A.S 1289lMOOIFI£D < UNDERTAKING EXCAVATION OR CONSTRUCTION
COMPACTION]. TESTING SHALL BE CARRfED OUT AFTlR [ACH ALTERNATE WORK.
LAYER. IN ALL SUCH CASES APPROVAL Of CONSTRUCTED SEWERS WilL NOT BE -
ISSUED BY THE SEQ SERVICE PROVIDER UPr(.[SS CERTIFICATES ARE PRODUCED - USERS OF THE 1Nf00MATIOH SHOULD BE AWARE
(£RTIFYtlG THAT THE REQLJRED COt1PACTION HAS BEEN A01tEV[Q. - THAT SIN(£ Ttt( ORIGINAL RECORDINGOF THE
12. WHERE SEWERS HAVE A GRADE OF liN 20 OR STlEPER, BULKHEADS SHAll BE - DEPTHS IN RELATION TO GROUND LEVELS, CHANGES
=
CONSTRUCTED IN ACCOFIDANCEWITH THE SEQ CODE. "- HAY HAVE OCCURREDAS A RESUI.T OF SUBSEQUENT
1). THE CONTRACTOR TO VERIFY LOCATIONS OF EXISTING SERVICES WITH ALL WORK OR ACTIVITlES lNVOL VIP+GFLLIHG "'NO
RELEVANT AUTHORITIES BEFORE COMHENCINGWORKS. EXCAVATION. CONSEOUENn Y. BRISBANE CITY
14. SEWERS SHALL BE DISUSED/ABANDONED If! ACCORDANCEWITH PROCEDURES - COllNCl THROUGH BRISBANE WATlR TAKES NO
SET our IN HE SEQ COOE
1$. BENCH MARK AND lEVELS TO AHD.
- RESPONSIBILITY FOR ANY APPARENT ERRORS OR
- INACCURAClES THAT ARE SHOWN TO EXIST AS AT
"-ENVIRONMENT AL NOTES, Gil! 11111111/ U-WlWl n - THE DATE lPrFORHATION WAS PROVIDED OR AT A
LATER OATl.
1111/111111111
L THE ABOVE ALSO APPltES TO LOCATlON AND DEPTH
II I I IIIIIJII]J
YEGET A TlON PROTECTION
~
A. TREES LOCATEO ALONG THE FOOTPATH SHALL BE, TRANSPLANTED
~ OF OTHER PUBLIC UTILITIES.
n
PRIOR TO CONSTRUCTION, OR REPLACED IF DESTROYED
B. ....t£N WORKING WITHIN 41'11Of TAfES, RUBBER DR HAROWDOO GIROlES
SHALL BE CONSTRUCTED WITH l8ln BATTENS CLOSELY SPACED AND
I"
ARRANGED VERTlCALl Y fROM GROUND LEVEL. GIRDLES MUST BE
STRAPPED TO TREES PRIOR TO CONSTRUCTlON AND REHAIN UNTIL //1 Illvlvlf lIvivllr< NAHE OF ESTATE LOT 102 SERVICING
C.
COMPLETION.
TREE ROOTS SHOULD BE TUNNELLED UNDER, RATHER THAN SEVERED
I
SUBDIVIDER DE LUCA CORPOR"'TION PTY LTD
IF ROOTS ARE SEVERED THE DAMAGED AREA SttOUlD BE TREATm
WITH A SUIT ABLE FUNGlCllE. CONTACT RELEVANT COUNCILARBOR/ST I D. A. No. REClZl0014
FDA fURTHER ADVICE N.S.C. DELEGATES
I
O.
SOIL
.••.
ANY TREE LOPPING REQUIRED SHOULD BE ~DERTAKEN BY AN
APPROVED ARBORIST.
TOPSOL AND SUBSOIL SHALL BE STotKPIl£D SEPARATELY.
L EXIS nNG BUNNINGS
I
APPROVAL DATE
No. OF AllOTS
AREA ~ hi
2
LOT 102 : 0.1266 -LOT 101 : 2.193
B. CARE SHAllSE TAKEN TO PREVENT SEDIHENT FROH ENTERING THE
STORHWATER SYSTEM. THIS HAY INVOLVE PLACING APPROPRIATE WAREHOUSE o I LENGTH ON1111
S[DIHENT CONTROLS AROlPlJ THE STOCKPIlES LOT 101 OF DN\60 60100
C. ACID SULPHATE SOILS EXIST IN THE WORKING AREA. THE OUTPUT
SP241371
I SEWER
DN2S0
FROM THE RISK ASSESSI1t:NT BASED ON THE aUEENSLAHD ACID
SULPHA TE SOil. TECHNICAL MANUAL REQUIRES THAT ACID SULPHATE
SOIL MANAGED AS fOLLO ••••S, [DELETE If NO ACI) SULPHATE SOLSI
I REFERENC[ No
CREEK (ROSSING
I
A. SL TATION CONTROL MEASURES SHAll BE PLACED DOWNSTREAM Of
ANY EXCAVATION WORK. • WARNING
• APPROPRIATE SEDIHENT CONTROLS SHALL BE USED TO PREVENT
SEDIMENT FROM ENTERING THE CREEK.
I I BEWARE OF UNDERGROUND SERVICES
001
THE lOCA TtON OF EXISTING UNOERGROUNO
C. NO SOL SHALL BE STOCKPLED WITH'" 5.011Of TtE CREEK SERVICES ARf APPROXlHATE ONLY AND THEIR
REHABfUT A TlON EXACT POSITION SHDLLD BE PROVEN ON SITE. ND
A PREDISTURBANCE SOIL PROAlES AND COMPAenON LEVELS SHALL BE GUARANTEE IS GIVEN THAT ALL EXISTING
REINSTATED. SERVICES ARE SHOWN.
B PREOISTURBANCE VEGETATION PATTERNS SHALLeE RESTORED PERMANENT MARKERS SEWERAGE RETICULA nON LA YOUT PLAN APPROVAL
SCALE 1,500
SAFETY ISSUE
A THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL CQHPLY WITH
UBD MAP REF, SUN 18, E3
LOCALITY PLAN
ORIGIN
lISP211687
BEARING
229.40'
DiST
24.185
No"
158683 10NSULTANT: INTElARA Pty ltd I NOT FOR
I"j(FJi/
ALL QUEENSLAND LEGISLATION
SCALE 1:4000 36/SP17D295 149"45'40- 40,463 52589
CONTACT, JAHES NATtON . APPRO~"'" :': .. ~ ....
/ TELEPHDhE, lOTI 32361'100
CONSTRUCTION
SCALES BEFORE REDuCTION
~; Or.....
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"500 jjt.~ 102 SERVICING SEWERAGE RETICULA nON •• lUtCl ".rr ••"it"y" .•••!f(1oQ 4wg 14, r__ •• "th: •• lrlllIHhpu.
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( RESI'QHSf TO COUNIC1. RFI PC nI ~ ••• ,"' S.ilt O,lt
179-184 EUMUNDI-NOOSA ROAD LAYOUT PLAN AND DETAILS
u 0 U 10 III l64 2'00••
,• R£V1S£O APPQOVAL IUllE PC ~toI"':~'='J~='='= AS SHOWN (AU tIt!:T FEB. 2014
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10234 - COl I'C'A
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