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OPW14/0145 - Response to Information Request
SITE BOUNDARY
ADJOINING BOUNDARY AU ENVlRONHENT AL PROTECTION MEASURES SHOULD BE IMPLEMENTED
-E--E- [XIS T1NG ELECTRICAL DERIVED fROM DaVe UNITY WATER AND CONSTRUCTOR LIVE WORKS TABLE PRIOR TO ANY COHSTRL(TlON WORK, INClUDING aEARING, COMHENCING
THIS DESIGN HAS BEEN PREPARED BASED ON SERVICE AUTHORITY AS
-.--.-
-S--S-
--1--1--
EXISTING SEWER RETICULA nON DERIVED fROH OBYO
EXISTING WATER HAtN DERIVED FROM DBYD
EXISTING TELECOMMUNICATION DERIVED FROM aero
l(A)
N, DESCRIPTION
UNITY WATER TO BREAK INTO EXISTING MAINTENANCE HOLE EXV1 AND CONSTRUCT 01'4160 EXVl
A 160mm STUB (TEMPORARILY PLUGGEDI PRIOR TO START OF CONSTRUCTION.
OIA. •••• N MH/HS
SEWER nn o. TYPE
COVER
TYPE
EXISTING /'l~OLE
LOT
No F.S.L
12.360
E.S1.
12.360
tL
10,860
DEPTH
TO IHVERT
1.500
ALL WATER AND SEWER CONSTRUCnON WORK UNDERTAKEN By THE
CONTRACTOR IS TO COMPLY WITH AlL APPLICABLE WOAKPLACE HEALTH
Aloll SAFETY LEGISLATION
CONSTRUCTED INfORMATION. NO POT HOllHG HAS BEEN UNDERTAKEN TO
VERIFY EXISTING SERVICE LOCATIONS AND DEPTHS. IT IS THE
CONTRACTORS RESPONS8ILlTY TO UNDERTAKE POT HOLING TO VERIFY
THE DESIGN.
EXISTING KERB AND CHANNEl
IAPPROXIt1A TE lOCA TlOH) 1IB) 05J11FROH STUB EttD CAP, CONSTRL(TOR TO LAY NEW LINE 1. AFTER CLEANING IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN A PERMIT TO WORK IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT 'DIAL BEFORE YOU
TESTING AND INSPECTION NQTIFY AG€NCY. ON UNITY WATER IN ROADS AND FOOTPATHS. DIG' PH.1100 FOR THE LOCATION OF EXISTffG PUBLIC UTllIT(S PRIOR TO
-I-I- PROPOSED SEWER RETICULA TlON
DEVElOPHENT A~ R[rMA TORY SERVICES ARE REQUIRED TO SCRUTINISE EXCAYATION. ANY DAMAGE CAUSED TO EXISTffG PUBLIC UTILITIES BY THE
• DENOTED flOW OF SEWER
l(C) UNITY WATER TO REMOVE TEMPORARY PLUG ON STUB AND HAKE LIVE
CONNECTION AFTER SUCCESSFUL ~ON MAINTENANCE-INSPECTION
Atl) APPROVE ALL PERMITS.
IF APPROVED ~ PAYI'£NT OF A FEE HAY BE APPLICABLE
CONTRACTOR WIlL8E REPAIRED BY THE RElEVANT AUTHORITY AT TIE
CONTRACTORS EXPENSE.
/~~~~~
> SEWER NOTES
'>1.All WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH
EAST QUEENSLAND SEWERAliE CODE SPECIFICA nONS AND S1 "HOARDS.
\ 2 UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH
THE RELEVANT AUSTRALIAN S1 ANDARDS
< l'"'=~ r =r-L..-,-w-~~ -1-1-1-r_l
~i~w--w-_. --I--I--r--'--I--1-_1 __1
__1
__1
__1
{S~
r-7 ,
1 THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL
OLD GATEWA Y DRIVE 1 I ~
'-':i=~0 " c----
BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION SEWERAGE PRDPOSEDSEWERTDCONNECT-.. E",;!-E--'--~:=t~r"':::=~=-r~h' [ [f
WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL HOT BE PERMITTED TO
CONNECT INTO UNITYWATER SYSTEM,
TO EXISTING SEWER MANHOLE ~ "* Ii W"-f- [ 'I "'"t--br-:L-~.A!...----r--lL-""'T'" w _
f,. ALL WORKS ASSOOA TEO WITH liVE SEWERS OR MAINTENANCE HOLES SHALL BE VIA INTEANAL DROP. REFER TO
LONGITUDINAL SECTION ~ ~ EX 1
(ARRIED OUT BY UNrTYWATER AT THE DEVELOPERS COST.
5. ALL PIPES AND MATERIALS SHALL (OMPL Y WITH REQUIREMENTS OF THE ~ :: 1 < ~ GATEWAY DRIVE
1!! '" ",~
EB +--
~ACCEPTED PROOUCTS AND MATERIAlS" LIST <
6. DETECTABLE HARKER TAPE TO Bf PLACED OVER All NEW MAINS AS PER 1 -
's--.......
DN160 PE100 SOR'!1-:- ~-'!o.~~ i\. L:-....)'j--
UNITYWATER'S REQUIREMENTS.
1. (CTV FOOTAGE TO BE UNDERTAKEN ON ALL NEW HAINS AS PER UNiTYWATER'S
1
-.1,•... .-,j
'-5
/-----'..h
S _--:
.----'>.1-.
.-- /
DISCLAIMER
REQUIREMENTS
8 EACH ALLOTMENT SHALL BE SERVED BY A ON110 PE
NEW TYPE A4 / /
••~
d'p' /'
. / EXISTltG 1008
CONNECTION TO WHl.ST EVERY EFFORT HAS BEEN MADE TO ENSURE
THAT THE INFORMATION PROVIDED IN THIS
1508 PVC PC / IS~O ~ :/. EXISTING SEWER
~im:o I//;;cf 1~\J~J~i:ggl~RLIII
lOR DN100 PVC) PROPERTY CONNECTION FOR ALL ALLOTMENTS OTHER THAT DRAWING/OESIGH WAS ACCURATE AT THE TIME IT
LOT 101
/~
'
//
SINGLE RESIDENTIAL, A ON160 PE lOR ON150 PVCI PROPERTY CONNECTIONS
SHALL BE PROVIDED,
SP241371 ",I~I~~~~: WAS COMPILED, AS PART OF THE COUNCIL'S ~AS
CONSTRtJCTEO~ RECORDS, IT REHAINS THE
If!/t !lTEiTiTII 1 III
9 PROPERTY CONNECTIONS SHAll BE LOCATED WITHIN THE PROPERTY AS SHOWN RESPONSIBILITY OF Ttt( PROPERTY OWNER AND
IN THE DRAWINGS THErA CONTRACTORS, St.6 CONTAACTDRS.
I
10. PROPERTY CONNECTIONBRANCHES SHALL EXTEND INTO THE PROPERTY A EMPLOYEES, SERVANTS AND AGENTS AS
MINIHUM OF 5001!lJll AND A MAXIMUM OF 150m ••.
11. WHERE PIPES ARE LAID IN FilL, THE FilliNG SHAll BE (ARRIED OUT WITH I ill;=- APPROPRIATE IN THE (IRCUHST ANCES TO HAKE ALL
REASONABLE EFFORTS TO ASCERTAIN HE: PRECISE
LA YERS NOT EXCEEDING 300ml1 lLOOSEII" DEPTH AND SHALL BE COMPACTED LOCATION Of EXISTING INFRASTRUCTURE INCLUDING
UNTIL THE COHPACTJON IS NOT LESS THAN 95" OF THE MATERIALS HAXIH1JM
COMPACTION WHEN TESTED IN ACCORDANCE WITH A.S, 1289lHODIFIED
COMPACTION). TESTING SHALL BE CARRIED OUT AFTER EACH ALTERNATE <:. +"':i/ : U I I I I I I I I I I I II ~ \JI IIIIIIII111111 T WATER MAINS SEWERS AND DRAINS BEFORE
UNDERTAKING EXCAVATION OR CONSTRUCTION
WORK.
~=.~
LAYER. IN ALL SUCH CASES APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE
ISSUED BY THE SEa SERVICE PROVIDER UNLESS CERTIFI(ATES ARE PRODUCED USERS OF THE INFORMATION SHOULD BE AWARE
CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED.
12, WHERE SEWERS HAVE A GRADE Of 1 IN 20 OR STEEPER, BULKHEADS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE SEa CODE.
x+'// I llill II III III I U-WJJJJ1 == THAT SINCE THE ORIGINAL RECORDINGOF THE
DEPTHS IN RElATiON TO GROUND LEVElS, CHANGES
HAY HAVE OCCOOREDAS A RESULT OF SUBSEQUENT
13. THE CONTRACTOR TO VERIFY LOCATiONS OF EXISTING SERVICES WITH ALL
RflEV ANT AUTHORITIES BEFORE COMMENCINGWORKS,
14. SEWERS SHALL BE DISUSED/ABANDONED IN ACCORDANCE WITH PROCEDURES
; J rl IIIII1IIII1 InTml1J WORK OR ACTIVITIES INVOLVING ALUNG AND
EXCAVATION. CDNSEaUENn Y, BRISBANE CITY
COUN(1l THROUGH BRISBANE WATER TAKES NO
'- ~ ~
SET OUT IN THE SEa COIlE.
\ 15. BENCH MARK AND LEVELS TO AHD.
ENVIRONMENT AL NOTES:
, ..•.
/
II
II1I1III1111 = IIIIIIIIIIIII~ .. ~
RESPONSIBILITY FOR ANY APPAREHT ERRORS OR
INACCURACIES THAT ARE SHOWN Ta EXIST AS AT
THE DATE INFORMATION WAS PROVIDED OR AT A
LATER DATE •
VEGET A nON PROTECTION
A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED
f/~ o
II II I
~ .
THE ABOVE ALSO APPliES TO LOCATION AND DEPTH
OF OTHER PUBLIC UTILITIES.
PRIOR TO CONSTRUCTION. OR REPlACED IF DESTROYED.
B. WHEN WORKING WITHIN 4111OF TREES, RUBBER OR HARDWOOD GIRDLES r'
SHALL BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND
ARRANGED VERTICALLY FROM GROUND LEVEL. GIRDLES MUST BE
STRAPPED TO TREES PRIOR TO CONSTRUCTION AND REMAIN UNTIl
I
LOT 102 SERVICING
C.
COMPLETION
TREE ROOTS SHOULD BE TUNNELLED UNDER, RATHER THAN SEVERED.
I NAME OF ESTATE
DE LUCA CORPORATION PTY LTD
SUBDIVIDER
IF ROOTS ARE SEVERED THE OAMAG.ED AREA SHOUlD BE TREATED
WITH A SUITABLE FUNGICIDE. CONTACT RELEVANT COUNOl ARBOAIST I D, A. No. REC1210014
FOR FURTHER ADVICE N.S.C. DElEGATES
D. ANY TREE LOPP~G REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVAL DATE
APPROVED ARBORIST.
SOIL No. OF ALLOTS 2
A. TOPSOIL AND SUBSOIL SHALL BE S TOCKPILED SEPARATELY. EXISTING BUNNINGS D
AREA IN h~ LOT 102 = 01266 _ LOT 101 = 2.793
B CARE SHALL BE TAKEN TO PREVENT SEoll1EHT FROI1 ENTERING THE
STORMW"TER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE WAREHOUSE LENGTH ON110
SEDIMENT CONTROLS AROUND THf STOQ(PILES LOT 101 Of DN160 60.100
C. ACID SULPHATE SOILS EXIST IN THE WORKING AREA. THE OUTPUT SEWER
FRDH THE RISK ASSESSMENT BASED ON THE QUEENSLAND A(ID SP241371 DN250
SULPHATE SOIL TECHNICAl HAM,JAL REaUIRES THAT ACID SULPHATE REFERENCE No.
SOIL HANAGED AS FOllOWS, IOELETE IF NO ACID SULPHATE SOILS)
CREEK (ROSSING
A. SloT ATION CONTROL MEASURfS SHALL BE PLACED DOWNSTREAM OF WARNING
B
ANY EXCAVA TlON WORK.
APPROPRIATE SEDIHENT CONTROLS SHALL BE USED TO PREVENT I I BEWARE OF UNDERGROUND SERVICES
C.
SEDIMENT FROM ENTERING THE CREEK
NO SOIL SHALL BE STOCKPLEO WITHIN 5.0m OF THE CREEK
REHABILIT ATION
A PREOISTURBANCE SOIL PROFILES ANO COMPACTION LEVELS SHAll BE
00 THE LOCATION OF EXISTING UNDERGROUND
SERVICES ARE APPROXIMATE ONLY AND THEIR
EXACT POSITION SHOll.D BE PROVEN ON SITE. NO
GUARANTEE IS GIVEN THAT ALL EXISTING
SERVICES ARE SHOWN.
REINS TATED.
B PREOISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED. PERMANENT MARKERS SEWERAGE RETICULATION LAYOUT PLAN APPROVAL
SCALE 1;500
SAFETY
A THE DESIGN AND CONSTRUCTION Of THE WORKS SHALL (OMPL Y WITH
UBD HAP REF: SUN 18, f3
LOCALITY PLAN
PH
I-OPt1
ORIGIN
lISP211681
BEARING
229°40'
OIST
24.185
N,.
lS8663 !ONSUL TANT, INTElARA Pty ltd I
ISSUE
/t(J/1Y
ALL QUEENSLAND lEGISLATION CONTACT, JAHES NATION NOT FOR ."PPRri~ " .~ .
SCALE 1:4000 1l.0PH 36/SP110295 149°45'40" 40.463 52589 I TElEPHONE, (011 3236 1100
CONSTRUCTION
SCALES BEFORE REOUCTION (ljent
5 0 5 10 ~ ~ 25 ~
1500 ~I'~
14000~.~
4D 0 '0 8D 120 160 200 ~
(
B
A
II.....
AfSPOHSE TO COtJM(J. AR
A£VlSEllAPPAOVALISSU£
APPROV,ursSUf
Dtltl'Tptollll
PC
PC
PC
8 YIfI',l'd
I •
I
Ajll"O.1
22.04,14
19D2.'"
",az",
Ollt
deluca LOT 102 SERVICING
179-184 EUMUNDI-NOOSA ROAD
NOOSAVILLE QLD 4566
SEWERAGE RETICULA TlON
LA YOUT PLAN AND DETAILS
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