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Application for Operational Works - W & S - OPW14/0145 (see REC12/0014)
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ENVIRONMENT AL NOTES:
VEGETA nON PROTECTION
A. TREES lOCATED ALONG THE FOOTPATH SHAll BE, TRANSPlANTED 1. ALL WORK" I'1ATERiALS SHALL BE ••• ACCORDANCE
PRIOR TO COHSTRUCTION, OR REPLACED IF DESTROYED. WITH ClIRRENT SOUTH EAST QUEENSLAND WATER
B. WHEN WORKING WITHIN 4111OF TREES, RU8BER OR HARDWOOD SUPPLY CODE SPECIFICATIONS AND ST A,HOARDS
GIRDlES SHAll BE CONSTRUCTED WITH 1.8,. BATTENS CLOSELY 2. UNLESS SPECIFEQ OTHERWISE, A,LL I'1ATERIALS •• WORK
SPACED At() ARRANGED VERTICALLY FROtt GROUND LEVEL, GIRDLES SHALL COMPLY WITH THE RELEVANT AUSTRAUAN
STANDA,ROS.
ttUST BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND
l ADOPT TOP OF KERB AS PERMANENT LEVEL.
REHAIN UNTIL COHPLETION.
4. COVER ON HAINS FROM PERI'1ANfNT LEVEL TO AS IN
C- TREE ROOTS SHOULD BE TUNNELLED UNDER, RATHER THAN SEQ-WAT-1200-2
SEVERED. IF ROOTS ARE SEVERED THE DAMAGED AREA SHOOLD BE CONOOTS TO BE INSTALLEO IN ACCORDANCE WITH
TREATED WITH A SUITABlE FUNGICIDE.CONTACT RELEVANT COUNCIL STANDARD DRAWINGS.
ARBORIST FOR flIHHER ADVICE 6. A WATER METER SlPPLlED AT THE OfVELOPERS COST,
0 ANY TREE lOPPING R[QlIRfD SHOUlD BE UNDERTA,K£N BY AN IS TO BE INSTALlED AT THE SERVICE POINT OF EACH
APPROVED ARBORIST. LOT IN ACCORDANCEWITH THE STANDARDS DRAWING
iQ!!.. FOR TtE SEa SERVICE PROVIDER
A. TOPSOIL Mil SUBSOIL SHALL BE STOCKPILED SEPARATELY. 7. ALL MATERIALS USED IN THE WORKS SHALL COI'1PLY
B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE WITH THE SEQ SERVICE PROVIDERS ACCEPTED PRODUCT
STORHWAT(R SYSTEM. TtfS HAY INVOLVE PlACING APPROPRIATE AND I'1ATERIAlS LIST OR BE APPROPRIA TELY SHOWN.
SEDIMENT CONTROLS AROUND THE STOCKPILES. LISTED AND DEFINED IN THE ENGINEERINGSUBMISSION
SO THA T THE AL TERNATIVE PROOU[T OR MA TERrAL
C- ACID SULPHATE SOl.S EXIST IN THE WORKING AREA THE OUTPUT
UBO HAP REF: SUN lS. E3 CAN BE ASSESSEO AND F APPROPRIATE, APPROVED SY
FROM THE RISK. ASSESSMENT BASED ON THE QlfiNSLAND ACID THE SEQ SERVICE PROVIOfR.
LOCALITY PLAN Sll..PftATE SOIL TECI'fOCAL MANUAL REClIJRES THAT ACID 8. ALL CONCRETEFOOTPATHS TO SE CLEAR OF WA TEA
SCALE 1.4000 SULPftATE SOIL MANAGED AS FOlLOWS: IDELETE IF NO ACD HAINS.
SUlPHATE SOILsl 9. TEST/CHlORINATION POINTS TO BE 'flSTALLED IN
CREEK CROSSING ACCORDANCEWITH STANDARO DRAWIN<i No.
A. SIL TA nON CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF SEW-WAT-1410-1
ANY EXCAVATION WORK. 10. THE CONSTRUCTIONOF THE WATER RETICULATION
• APPROPRIATE SEDIHENT CONTROLS SHALL BE uSED TO PREVENT
SEDIMENT FROM ENTERING THE CREEK
WORK SHOWN ON THIS DRAWING MUST BE SUPERVISED
BY AN ENGINEERWHO HAS RPEQ REGISTRATION. WORKS
C- NO SCJL SHALL BE STOCKPl.ED WITHIN 50111OF THE CREEK NOT COMpt YING WITH THIS REQUIREMENT WI.l NOT BE
PfRHlTTED TO CONNECT TO 11'£ RETICUlAT(JN SYSTEM
REHABILITATION
A PREDlSTUABANCE SOIl PROflLES AND COHPACTION lEVELS SHALL
Sf REINSTATED.
• PREDISTURBArKE VEGETATION PATTERNS SHALL BE RESTORED.
ALL WATER AND SEWER CONSTRUCTlON WORK
UNDERTAKEN BY THE CONTRACTOR SHALL
COHPLY WITH ALL APPLICABLE WORKPLACE
HEAL 1H AND SAFETY LEGISLATION
AS CONSTRUCTED DEl AILS
I CERTifY THAT THE -AS CONSTRUCTED- DEl AILS
SHOWN ON THIS PLAN ARE A TRUE AND ACCURATE
RECORDOF THE WORKS.
SIGNED DATE _
NAHE OF SIGNATORY IPRtNTI, _
RPEQ No. _
COMPANY NAME
SERVICE DEl AILS ASSET REGISTER WATER RETICULATION SERVICE DETAILS - ADDRESS
No. SIZE LOTIU1BERS EST ATEIST AGE LOT 102 SERVICING TYPE/DIA. OF SERVICE 150mm OIl.
1 150mm LOT ION SPZ41311 119-184 EUMUNOI.NOOSA. ROAD, pvc
SITE ADDRESS PIPE TYPE
50m,. NOOSAVILLE QLO 4566
1 LOT 1 ON SP241311
FILE/APPLICATION RECI2IOO14 LENGTH OF SERVICE n 475m
METER TO LOT 1 ON SP241371 TO BE SUPPLIED ON APPLICATION
DATE COHMENCED' --' _
lAT APPLICANTS EXPENSE! N.S.C OnEGA TES APP. DATE -
CLIENT DE LUeA CORPORATION PTY LTD DATE COI'1PlETED ~ _
S1GNATUR(' _
DRAWING/PLAN No
HAIlS DWtETER "ATEJtlAL lfIIGTH SER APPL 1010. ~ _
DESQlCOST DESM;N COST CHARGEe.' ~ _
150 pvc I 14.300 I
SERVKES OW£TER LEVELS - MIN COVER 600Jlm BELOW
HATERW. lD«illt
[J[SQICDST DfSIGH COST
50 cu I t410 I REMARKS FGR -WS!- RECORD
H£TERS OW£TER
50 1
•••••••
I
!"fTER lHST ALLATION BY CONTRACTOR
SUPPLY BY UNTY WATER
APPROVAL
ISSUE
SCALES BEFORE REDUCTlON O~t OrilWOftg Titt, DlSCLAI1ER" (OPYlIlGI1T,
LOT 102 SERVICING WA TER RETICULA nON
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