Original source · versioned page text
OPW14/0145 - Response to Information Request
I
InteLara
INTEGRATED SOLUTIONS
COfISUbrlt!. manaller1. ad1.r!sors.
Our Ref: 10234/1b03fJn
22 April 2014
Noosa Council
Planning and Infrastructure
PO Box 141
TEWANTIN OLD 4565
Attention: Mark Lewis
Dear Mark,
RE: DEVELOPENT PERMIT APPROVAL FOR OPERATIONAL WORKS
178 EUMUNDI NOOSA ROAD, NOOSAVILLE QLD 4566 (LOT 101 on SP.241371)
COUNCIL APPLICATION NUMBER: REC12/0014
We refer to your recent Information Request letter dated 15 April 2014 in regards to the
proposed sewerage and water reticulation application for the above-mentioned development.
Copy attached.
Please find attached the following infonmation, as requested:
• Three (3) A3 copies of the amended sewerage reticulation drawings;
• Three (3) A3 copies of the amended water reticulation drawings;
• Our corresponding document transmittal;
In addition, please find below to our comments and response to each of Information Request
Items;
1. Submit amended plans as indicated on the attached plan annotated by Unitywater.
Please note that the adjoining land, Lot 300 on SP241371, is "Public Use Land (Park)"
and any services must not be located with the lot.
Response: The attached amended plans have been amended as per the annotated plans
marked up by Johnny Naughton of Unitywater, including moving the proposed water
service out of Lot 300 (Park).
2. Indicate on the amended plans the current boundaries and the current location of the
existing infrastructure.
Response: The attached amended plans have been amended to show the current
boundaries and the outline of the existing infrastructure.
End of Information Request
We trust this infonmation is satisfactory and look forward to receiving the decision notice for the
Operational Works shortly.
Head Office Brisbane
level 3. Norlhpoint
~.I
231 North Quay
Brisbane OLD 4000
www.lntelara.com jBOX: .,;,9.:.7 R: .. P +61732361100
'.61732361155
Inlelar. Ply Ltd ABN 70 093 117232 e [email protected]
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Should you require any further information, please do not hesitate to contact the undersigned at
this office or email [email protected] faithfully
INTELARA PTY LTO
L.
Ene.
INTELARA PTY L TO Page 2 012
J
102341b03.docx
Page 3
•
f
Document Transmittal/Issue Register
Intelara
INTEGRATED SOLUTIONS ~
~.....-.;JIl<~~
Project: 178 EumundiNoosa, Noosalo'ille OLD 4566
Discipline: Civil
Job No: 10234
Shoet 1
Please destroy or MarX 'Superseded' all documents superseded by this transmittal
Doe No. OOCu •••••nt Tit •• C A.Yl.....,
10234.COl Sewera e Reticulation La ut Plan and Details A B B C
10234-C02 Sewera e La itudinal Section A B B C
10234-C03 Water Reticulation General Notes and Details A B B
10234.C04 Water Reticulation La ut Plan and Details A B B C
--
--
OWr1bul:1on
Chent
Compan
DeLuca Co ration PI Ltd
Attention
Mathew Waldron
I No 01 e..,.
1
Contractor Vision Grou Ben Allen 1
Councd 3'olR6RiR8
Noosa Council
Coast COURSiI CRief E.MeG'olti' e 0ffiGef
Chied Executive Officer
• 1 1
5t-«u.~
P.PfelrnNry (NQt lor CorwIrucfun) Oocu_ntSIH Al Al A3 A3
FT-fOfTend •. Dc>cun-lI: ,.~~; P.PQF; [>o9.OWG<of'DF: •.•• H8tdcopy J P P H H
F~or In!olmlllioro 0tINatyM.thodl~; CR~oun.r; H-Hand;
e-e_chd; E.£tNlif J E E M M
FA-FOf Coundl ApQrowIj Stilt ••• P FA FA FA
FC.FOl'ConMruction
•••••••••• IN IN IN IN
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R-ReYison
INTELARA PTY LTD
l0234.TRB.x1sm Page 1 2410312009 \13
Page 4
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
Page 5
'/" .
MAINTENANCE HOLE/SHAFT No.
~ ffi
M.H/M.S COVER TYPE
M.H/M.S TYPE ,
BRANCH DROP TYPE x v
BRANCH LINE No.
PROPOERTY CONNECTION TYPE A4
r
"
PROPOSED SEWER TO BE THRUST
aORED UNDER GA.TEWAY DRIVE.
AFTER LAYING OF PIPE CONTRACTOR
GROUT FILL THRUST BORED SECTION
TRENCH STOPS TO BE
LEGEND ~ ~ ~ INSTALLED IN A(CORDANCE
EX1S08~::;: WITH SEa CODE TABLE 8.1,
FP DENOTES VERGE
TYPICAL AS SHOWN.
.••••.. A..A..J'.. A. A.
MAINTENANCE HOLE TYPES
AND CLASS
G (ONCRETE D.900f:l
f CONCRETE 1.2008
X (OJrtCAETE 1.200e-
MS PE 0.60021
(!l CLASS B NON~
TRAFICABlE
CD> (lASS 0 TRAFFICABLE
DATUM ilL 0.000
PROPERTY DESCRIPTION
GATE.""
FP DRIVE
l FP
0K160 PEloa SORl1
PIPE NOMINAL OIAMETER (ON) TYPE,CLASS
10,18
GRADE 11in XI
611,100
LENGTH
EMBEDMENT TYPE TYPE 3 , rl TYPE 3
DEPTH OF INVERT BELOW FSL gg
:~ 5:
INVERT LEVEL IILl
..•;~
~
~
FINISHED 0
"
SURFACE LEVEL IFSLl
'"" I!
EXISTING
SURFACE LEVEL (ESLl
CHAINAGE g
o ":ii
LINE LINE 1
SEWERAGE LONGITUDINAL SECTION
SCAlf VERT, HOD APPROVAL
I'IIRI, ,..1000
ISSUE
CONSULTANT: JNTElARA P"t"";li'
I CONTACT, lAMES NATION
TELEPHONE, (07) 3236 1100
NOT FOR .;;;~hi RPEQ. No
CONSTRUCTION
SCALES BEfORE REDUCTION
-,---" "'"' I I'rOJt<:t
1"'-
s~uc~,...~
01'0"'"9 Title OISCLAI1EA' (OPYIlI:iIolT,
t l"-""" ;j~ "'N' V ••.• I •• d
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~ ~:;:deluca
11121'S.
PC IN
1:100
C RESPQNS[ TO COLNCl,. RFf
LOT 102 SERVICING
179-184 EUMUNOI-NOOSA ROAD
SEWERAGE LONGITUDINAL
SECTION
n.;._.....•...
""",'1, ~ •.,..... Ir.-ll ••••• "••1WnwdC ••••••••.
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n '1n;•• lnlltll (_0"
4.~ SUI, "'~pr.' 0,1,
'".~
10 0 1020 )0 40 SO" 8 IltVlSf:D APPROVAL ISSUE AS SHOWN Cloll FEB. 2011,.
1:1000 .• APPROVAlISSlI: NOOSAVILLE OLD 4566 "1o."tw,.,.c••. lIIl" to._"ud copift1•.• 111,_ bI' .'01.1 Pt, ltd loll Norl~. 2Jlllo<"lhOo..,
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••.••.••.••.l1li •••. " •••• Alll! 01'" m In
Or'wing~
10234 - C02 1"'-(1
Page 6
ENVIRONMENTAL NOTES:
VEGET A nON PROTECTION
A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPlANTED 1. ALL WOR!< I. MA TERIALS SHAll BE IN ACCORDANCE
PRIOR TO CONSTRUCTION,OR REPLACED IF DESTROYED. WITH CURRENT SOUTH EAST QUEENSLAHO WATER
B. WHEN WORK~G WITHIN 4111OF TREES, RUBBER OR HARDWOOD SUPPLY CODESPECIFICATIONS AND STANDARDS.
GIRDlES SHAll BE CONSTRUCTEDWITH 1.811BATTENS nOSEl Y 2. UNLESS SPECIFI£O OTHERWISE, ALL "'A TERIALS :L WORK
SPACED ANJ ARRANGED VERTI(ALl Y FROM GROUNDLEVEL. GIRDLES SHALL COMPLY 'WITH THE RElEVANT AUSTRALIAN
MUST BE STRAPPED TO TREES ~IOR TO CONSTRUCTION AND STANDARDS.
REMAIN UNTIL COMPLETION 3. ADOPT TOP OF KERB AS PERMANENT LEVEL.
C TREE ROOTS SHOUlD BE TUNNELLED UNDER, RATHER THAN 4. COVER ON HAINS FRDH PERMANENT LEva TO AS IN
SEQ-WAT-t20C-2
SEVfRED, IF ROOTS ARE SE'aRED THE DAMAGED AREA SHOULD BE
5 CONOlITS TO BE INSTALLED IN ACCORDAHCEWITH
TREATED WITH A SUITABlE FUNGKJDE.CONTACT RELEVANT COUHCIl STANDARD DRA ••••INGS.
ARBORtST fOR fURTHER ADVICE
A WATER HETER SuPPLIED AT THE DEVELOPERS COST,
D. ANY TREE LOPPING REQUIREDSHOULD BE UNDERTAKEN BY AN IS TO BE INSTALlED AT THE SERVICE POINT OF EACH
APPROVED ARBORIST. LOT IN ACCORDANCE'WITH Tt£ STANDARDS DRAWING
SOIL FOR THE SEa SERVICE PROVIlER
A. TOPSOIL ANJ SUBSOIL SHALL BE STOCKPIl£D SEPARATELY. 1. ALL MATERIALS USED IN TtE WORKS SHAU COMPLY
B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING Tt£ Wl1H THE SEQ SERVICE PROVIDERS ACCEPTED PROOUCT
STORHWATER SYSTEM. THIS HAY INVOLVE PLAClIrfG AP~OPRIATE ANO PtATERiALS LIST OR B£ APPROPRIATELY SHOWN.
SEDf1ENT CONTROLS AROUND TH£ STOCKPIlES. LISTED ANO DEfINED IN THE ENGtcEERlNG SUBHISSION
c. ACID SLLPHA TE SOILS EXIST IN THE WORKING AREA THE OUTPUT SO THAT THE AL TERNATlVE PRODUCT OR MATERIAL
UBD HAP REF, SUN 18, E3 CAN BE ASSESSED AND f' APPROf'RIATE, APPROVED BY
FROH THE RISK ASSESSHENT BASED ON THE QUEENSLAND ACID
LOCALITY PLAN SULPHATE SOIL T[(ttiICAL HAtraJAL REQUIRES THAT ACID THE SEQ SERVICE PROVIDER.
8. ALL COJ+(RETEFOOTPATHS TO BE CLEAR OF WATER
SCALE 1,4000 SLLPHATE SOIL MANAGED AS fOllOWS, (DELETE F NO A(tO
MAINS.
SULPHATE SOILS]
TEST /CHLORlHA TlON POfITS TO BE INSTALLED IN
(REEK (ROSSING ACCOROAHC! WITH STANDARD DRAWING No
A. SILTATION CONTROl HEASUR(S SHALL BE PLACED DOWNSTREAM OF SEW-WAT-141O.1
ANY EXCAVATION WORK. 10. THE CONSTRUCTIONOF THE WATER RETICULATION
B APPROPRIATE SEOIHEHT CONTROLS SHALL 8E USED TO PREVENT WORK SHOWN ON TitS DRAWING HUST BE SUPERVISED
SEDlHENT FRO'" ENTERING THE CRUK. BY AN ENGINEERWtlO HAS RPEQ REGISTRATION. WORKS
C. NO SOIL SHALL BE STOCKPILED WITHIN so •••OF THE CREEK NOT COHPLYING WITH THIS REOUIREHENT Will NOT BE
REHABILITATION PERl1ITTED TO CONNECTTO THE RETrJJLATION SYSTEM
A PREDISTURBANCE SOl. PROFILES AND COHPACTION LEVELS SHAll
BE REINSTA TEO.
B PREDISTUABAt+CE VEGfTATION PATTERNS SHALL BE RESTORED.
All WATER AND SEWER CONSTRUCTIONWORK
UNDERTAKEN BY THE CONTRACTOR SHALL
COMPLY WITH ALL APPLICABLE WORKPlA(£
HEALTH AND SAFETY lEGISLATION.
AS CONSTRUCTED DETAILS
I CERTFY THAT THE WASCONSTRUCTEDwO£TAlS
SHO••••N ON TtflS PlAN ARE A TRUE ANO ACCURATE
RECORDOF THE 'WORKS.
SIGHED OATE. _
NAME OF SIGNATORY (PRINTI _
RPEO 1010 _
COMPANY HAHE
SERVICE DETAILS ASSET REGISTER WATER RETICULATION SERVICE DETAILS - ADDRESS
No. SlZE lOT NlI1BERS ESTATE/STAGE LOT 102 SERVICING TYPE/OIA. OF SERVICE 150mm DIA
1 '150111111LOT 2 ON SP241371 T79-11l4 EUHUNJI-NOOSA ROAD,
SITE ADDRESS PIPE TYPE PVC
1 SOml1l LOT 2 ON SP241371 NOOSAVILLE lU.O 4566
FILEt APPLKA TlON REC121C014 LENGTH OF SERVICE 16800
HETER TO lOT 2 ON SP241371 TO BE SUPPLED ON APPLICA nON
DATE COMMENCED ~ _
IAT APPLICANTS EXPENSE) N.S.C DElfGA TES APP. DATE -
CLIENT DE LUCA CORPORAnON PTY l TO DATE COMPlETED ~ _
DRA'WtlG/PLAN No SIGNATURE. _
••••••• DWtmIl HATlRIAl
DESIGN COST
l£NGTli
DESIGN COST
SEA. APPL No ~~ _
CHARGE, --''- _
150 pvc I '16,8011 I
SERVICES IJW1EWl HATIR1Al LEVELS - MIN COVER 60Cmlll BELOW
l£NGTli
nESlliN COST OfSlGN CoST
cu I I
HETERS "
lIlAHETER
•••••••
2,430 REMARKS FOR wWSI'" RfCDRO
METER INSTALLATttlN 8Y CONTRACTOR APPROVAL
I SUPPLY BY UNITY WATER.
" 1
ISSUE
SCALES BEfORE REDUCTION On",ng Titl. D1s(LU1ER Ir (OP'I'RKittT. Or••• n
.
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179-184 EUHUNDI-NOOSA ROAD GENERAL NOTES AND DETAILS
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LEGEND
SlTE BOU"I)ARY OLD GATEWAY DRIVE ~
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____
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-
-,--,- EXISTING ELECTRICAL DERIVED fROM DBYD
-,--,-- EXISTING SEWER RETICULA nON DERIVED FROM DB'fD
GA TEWAY DRIVE
-w--w- EXJSTING WATER MAIN DERIVED FROM DBYD ~
fFH
-w-e-w- EXISTING FIRE HYDRANT DERIVED FROM Oayo
-vl-X-";- 'v EXISTING VAL 'IE DERIVEO fROM DBYD
--1--1-- EXISTING TELECOI1I'tUNr(ATIOH DERIVED FROM DIIYO
"'-(-'--'-'-'-'-1'
EXISTING KERB AND CHANNEL
IAPPROXt1A 1£ LOCA nONI
I
-v--v~ PROPOSED 150 DIA SERVICE
I
I
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PROPOSED OO/'£STIC i
•
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~ LOT 102 I
WATER SUPPLY ~ I
SP241371
Sl'tE. aOl!!'IOAR'f
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PROPOSED 150m,. FIRE
SERVICE CONNECTION
EXISTING BUNNINGS I
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!I
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LOT 101 I
tso"
LOT 300 SP241371 I
11.25- aEND I
'A EXISTING TElSTRA PIT
I
'il\ \ •
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\~ CONNECTION TO EX1STlJIlG MAIN TO
8E CARRIED OUT BY UNITY WATER
At)JO~ BOUt40~'f'
.____________ ~---LJ0'i
._. __ ._0
t-tlS" \ AT THE DEVElOPERS (aS r
WA TER RETICULA TION LAYOUT PLAN
SCALE 1;500
WARNING
I
I
4J.'G'J:'00
/'.,0 •• ,.", E' 1000"01"
_1_1_1-1-'-'_'_1--1
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~ l BEWARE OF UNDERGROUND
THE lOCATION OF EXISTING UNDERGROUND
SERVICES ARE APPROXIMATE ONLY AND THEIR
SERVICES
I Iill fl""'" '00"''''' I EXACT POSITION SHOULD BE PROVEN ON SITE. ~
liUARANTEE IS GIVEN THAT All EXISTING
ts.::.: ------~ _______ I SERVI(ES ARE SHOWN.
APPROVAL
DETAIL ------- :J
SCAlf 1:100 CONSULTANT: INTElARA Pty ltd
(ONT ACT: JAHES NAnON
ISSUE
NOT FOR
(;
_.... -'1SJ
TELEPHONE; (0713236 1,Oll RPEQ No
CONSTRUCTION
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'--'''_by bl)lIl1'tlIf •• l. U' 1Wt~ c..a, AS SHOWN 1"'"
1:500 Ii'.~ .•• "'PPROVAl,. ISSUE PC 141114
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Page 8
. •.
LEGEND
SITE BOUNDARY
ADJOINING BOUNDARY All ENV~ONMfNT AL PROTECTION I'£A~ES SHOULD BE lI'FlEMENTED
-,--,- EXISTING ELECTRICAL DERIVED FROH DBVO UNITY WA TER AND CONSTRUCTOR LIVE WORKS TABLE PAIOR TO ANY CONSTRUCTION WORK, INCLUDINGClEARING. COHHEHCtlG.
-,--,- EXlSTIHCi SEWER RETICUlA nON DERIVED FROM DBrD No. DESCRIPTiON DIA. t1H No HH/MSIi::OVER
SEWER . TYPE I TYPE
LOT
No.
F,S.l E5! 11
DEPTH
TO INVERT AU WATER AJrI) SEWER CONSTRUCTION WORK UNDERTAKEN BY THE
THIS DESIGH HAS BEEN PREP"'RED BASED ON SERVICE AUTHORITY A5
COHSTRlXTED INFORMATION, NO POT HOlING HAS BEEN UNDERTAKEN TO
VERIFY EXISTING SERVICE LOC"'TIQKS AND [)[PTHS.IT IS THE
-W--W- EXISTING WATER HAIN DERIVED fROI1 DaYD
1"'1 UNITY WATER TO BRE"'K INTO EXIS TlNG MAINTENANCE HOlE EXlIl "'ND CONSTRUCT ON160 EXlII CONTJl"'CTOR IS TO COHPLY WITH All "'PPLICABlE WDRmACE fo£"'l TH CONTRACTORS REsPONSlllLlTY TO UNOERTAKf POT HOLING TO VERIFY
--T--T-- EXISflNG M;;fHOlE 12.360 12.3611 10,860 t500
EXISTING TELECOMMUNICATiON DERIVED FROM DBVD A 160mrn STUB ITEHPORARl. Y PLUGGEDI PRIOR TO START OF CONSTRUCTION AND S"'fETY lEGISLATION THE D£SIGN.
EXISTING KERB ANO CHANNEL
IA.PPROXIHA TE LOCA nON) IB) OS.mFROH STUB END C"'P, CONSTRUCTOR To LAY NEW llt£ 1. AftER CLEAJrIHG IT IS THE CONTRACTORS RESPONSIBUTY TO DBTA" A P£Rf1T TO WORK IT IS THE CONTRACTORS RESPONSIBIlITY TO CONTACT 'OI"'L BEFORE YOU
TESrtlG Att:!INSPECTlON HOTFY AGENCY. OH ~IT'I' WATER IN ROADS AND FOOTPATHS.
-s--s- PROPOSED SEWER RETI(lk.ATION
DEVELOPMENT Ar«l REGULATORY SERVICES ARE REQUIRED TO SCRUTINISE
DIG' PH.1100 FOR THE LOCATION OF EXlSTWG PUBLIC UTllITES PRIOR TO
EXCAVATION, ANY D"'M"'GE CAUSED TO f)OSTING PUBLIC UTILITIES BY THE
•• DENOTED FLOW OF SEWER
(C) UNITY WATER TO REMOVE TEMPORARY PLUG ON STUB Att:! MAKE LIVE
CONNECTION"'FTER SIJ((£SSfUL "ON MAINTENANCE~ WSPECTION
ANO APPROVE ALL PERMITS.
IF APPROVEO - PAYHENT OF A F£E MAY BE APPLICABlE
CONTRACTOR WLl BE REPARED BY THE RELEVANT AUTHORITY AT THE
CONTRACTORS EXPENSE.
SEWER NOTES
1. ALL WORK AHD HA TERIAH SHAll BE IN ACCORDANCE WITH CURRENT SOUTH
EAST QUEENSLAND SEWERAGE CODESPECIFICAnONS AND 51 ""HDARDS.
'> 2. UNLESS SPECIFIED OTHERWISE AlLI1ATERIAlS AND WORK SHALL (Ql1PlY 'w1TH
THE RELEVANT AUSTRALIAN STANDARDS
'> 1 THE CONSTRUCTIONOF THE SEWERAGE WORK SHOWN ON 1t15 DRAWlHG SHAll
BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWERAGE OLD GATEWA Y DRIVE
'> WORKS NOT (OMPl VINCi WITH THIS REQUIREMENT WILL HOT BE PERMITTED TO
CONNECTtno UNlTY'WATER SYSTEM.
4 ALL WORKS ASSOCIATED WITH LNE SEWERS OR "AWTEHANCE HOLES SHALL BE
CARRIED OUT BY UNITYWATER AT THE DEVELOPERS COST. (
5. ALL PIPES AND "A TERIALS SHALL COMPLY WITH REo.UIREMENTSOF THE
•.••CCEPTED PRODUCTS ANO MATERIALS" LIST. (
6 DETECT"'BLE MARKER TAPE TO BE PLACED OVER ALL It::W "''''INS "'S PER
UNiTYWATER'S RfQUlREMEHTS. /
7. ccrv FOOTAGE TO BE UNOERTAKEHOH ALL NEW M"'INS AS PER UNITYWA1ER'S DISCLAIMER
REQUIREMENTS WHILST EVERY EFFORT H"'S BEfN MADE TO ENSURE
a EACH AllOTMENT SH"'LL BE SERVED BY .••ON110PE TH"'T THE INFORMATION Pfl:OVCl£O IN TttS
(OR ON100 PVCl PROPERTY CONNECTIOH.FOR ALL "'LLoTMENTS OTt'ER TH'" T OR"'Wff(jfOfSIGH WAS ACCURATE AT THE TIl'1EIT
SINti.E RESIlENTIAL. A ON160 PE lOR ON1S0 PV(I PROPERTY CONtiECTIONS LOT 101 W"'S COMPIlED, .••S PART OF THE COUNCIL'S "AS
SHALL BE PROVIDED.
9 PROPERTY CONNECTIONSSHALL BE LOCATED WITHIN THE PROPERTY "'S SHOWN
SP241371 CONSTRUCTED. RECORDS,IT REHAINS THE
RESPONSIBILITY OF THE PROPERTY OWNER AND
IN THE DRAWINGS. THEA CONTRACTORS, SUB CONTRACTORS,
10. PROPERTY CONHECTIOHBRANCHfS SHALL EXTENO uno THE PROPERTY A EHPLOYEES, SERVANTS AND "'GENTS AS
MINIMUMOF 500mlll AND A MAXIHUH Of 751111111. APPROPAJATE IN THE (ACUMSTAH([S TO HAKE ALL
11. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT WITH REASONABLE EFFORTS TO .••saRT AIN THE PRECISE
LAYERS NOT EXCEEDING300flll'll (LOOSE) IN DEPTH AND SHALL BE COMP"'CTED lOCA TlOH Of EXISTING INFR"'STRUCTURE INCLUDING
UNTIL THE COMPACTIONIS NOT LESS THAN 95" Of Tt£ HAJ[RIAlS M"'XIMUM WATER M.•.•• S SEWERS AND DRAINS BEFORE
COMPACTION WHEN TESTED IN "'CCOROANCE WITH A S. t289IMODIFIED UNDERTAKING EXCAVATION OR CONSTRUCTIOH
COMPACTION). TESTING SHALL BE CARRIED OUT AFTER EACH AL TERNA TE WORK.
LAYER. IN ALL SUCH CASES APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE
ISSUED BY THE SEQ SERVICE PROVIDER UNLESS CERTiFIC"'TES ARE PROOUCEO USERS Of THE IHFORMATIOH SHOUlD BE AWARE
CERTiFYING THAT THE REQUIRED COHPACTlON HAS BEEN "'CH£VEO. < TH.••T SIN([ THE OAKiINAL RECORDNG OF THE
12. WHERE SEWERS H"'VE A GRADE OF lIN 20 OR ST£EPER, BUlJ(HEADS SHALL BE DEPTHS IH REtA TlON TO CiROUM) uvns, CHANGES
CONSTRUCTEDIN ACCOROANCEWITH THE SEQ CODE.
13. THE CONTRACTOR TO VERIFY LOCATIONS OF EXISTiNG SERVICES WITH ALL
< MAY HAVE OCCURREDAS A R:ESULT OF SUBSEo.UENT
WORK OR ACTIVITIES INVOl V"G FILLING AND
RnEVANT AUTHORITIES BEFORE COMHfNCING WOAKS. EXCAVATION. CONSEQUENTLY, BRISBANE CIT'I'
14. SEWERS SH"'lL BE DISUSED/ABAHOONED IN ACCcmoANCE WITH PROCEOUAES CQUNCl THROUGtlBRlSBAN( W"'TER T"'KES NO
SET OUT IN THE SEQ COOf. RESPONSIBILITY FOR ANY APPARfNT ERRORS OR
lS. BENCH MARK "'ND LEVELS TO AHO. INACCURACIES THAT ARE SHOWN TO EXIST AS AT
'- ~ ~ ~ ~ THE D'" TE IWORHA TlON WAS PROVIDED OR AT A
LATER DATE.
ENVIRONMENTAL NOTES:
VEG£T A TlON PROTECTION THE ABOVE ALSO APPLIES TO LOeA TION AND DEPTH
A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED OF OTHER PUBLIC UTILITIES.
PRIOR TO CONSTRUCTION,OR REPLACED IF DESTROYED.
B. WHEN WORKING WITHIN 4/t1OF TREES, RUBBER OR HARDWOOD GIRDlES
SHALL BE CONSTRlJ{TED WITH 1.8_ BATTENS ClOSELY SPACED AND
ARRANGED VERTICAlLY FROM GROUNDLEVEL. GIRDlES ~ST BE
STRAPPED TO TREES PRIOR TO CONSTRUCTION AHO REMAIN UNTIL 111111~I~rr I
LOT 102 SERVICING
C.
COMPLETION
TREE ROOTS SHOULD BE T~NELLED UNlER, RATHER THAN SEVERED.
I HAHE Of ESTATE
DE LUCA CORPORATION PTY LTD
SUBDIVIDER
IF ROOTS ARE SEVERED THE DAM"'GED AREA SHOll.O BE TR:EATED
WITH A SUITABLE FUNGlCDE. CONTACT RELEVAHT COUNCILARBORIST I D. A. No. R[C12l111114
FOR FURTHER ADVICE H.S.C. DELEGATES
D. ANY TREE LOPPING REQUlRfD SHOULD BE UHOERTAKEN BY AN I APPROVAL DATE
APPROVED ARBORIST.
2
~ I No. OF ALLOTS.
A. TOPSO•. AND SUBSOIL SHALL BE STOCKPILED SEPARA TELY. EXISTING BUNNINGS AREA IN II. LOT 102 ~ 0.1266 -LOT 101: 2.793
B C.••RE SHALL BE TAKEN TO PREVENT SEDII'£HT FROM ENTERING THE
STORI1WA TER SYSTEH. THIS MAY IHVOl VE PLACING "'PPROPRLATE
• WAREHOUSE o I LENGTH ONI10
OF
SEDIMENT CONTROLS AROUtt:! THE STOCKPILES LOT 101 ON160 611.1110
C. ACIIl SULPHATE SOILS EXIST IN THE WORKING AREA. THE OUTPUT
SP241371
I SEWER
DN250
FROM THE RISK ASSESSMENT BASED ON THE QUEENSLAND ACID
SUl..Pt'1ATESOL TECHN(AL MANUAL REQUIRES THAT ACID SUlPHATE
SOIL MANAGtD AS fOLLOWS, IOlliTE IF NO ACIl SUlPHA TE SOILS)
I REFERENCENo
CREEK CROSSING
A. Sit. TATION CONTROL MEASURES SHALL BE PLA(£D DOWNSTRE"'M OF I WARNING
•
ANY EXC"'VATION WORK.
"'PPROPRIATE SEDIHENT CONTROlS SHALL BE USED TO PREVENT
SEDIMENT FROM ENTERING THE CREEK.
I I I BEWARE OF UNDERGROUND
THE LOC'" nON OF EXISTING Utt:!ERGROlIND
SERVICES
C. NO SOl. SHALL BE STOCKPILED WITHIN 5.01'llOF Tfo£ CREEK
REHABILIT AllON
A PREOlSTURB"'HCf san. PROfiLES "'ND COMPACTIONLEVnS SH"'ll BE
OOi SERVICES "'RE APPROXIM'" TE ONLY AND THEIR
EXACT POSITION SHOUlD BE PROVEN ON SITE. NO
GUARANTEE IS GIVEN THAT ALL EXISTING
REINSTATEO. SERVICES ARE SHOWN.
B PREDISTURBANCE VEGETATION P"'TTERNS SHALL BE RESTORED PERMANENT MARKERS SEWERAGE RETICULATION LA YOUT PLAN APPROVAL
SAFETY SCALE 1,500
../fS/!Y ...
UBO HAP REF: SUN 18, E3 ISSUE
PH ORIG!N BEARING DIST No.
I
l
A THE DESIGN AND CONSTRUCTIONOf THE WORKS SHALL COMPLY WITH
ALL QUEENSLAh() LEGISLATION
LOCALITY PLAN 1-0PM lISP2116B7 229.40' 24.785 'IS8683 !oNSUlTANT' lNTELARA Pty ltd
CONTACT: 1AI'£S N'" TlON NOT FOR
SCALE 1.40DO 13-OPH 36/SP110295 149.45'40. 40463 52589 TELEPHONE: 10113236 noo APPROVt'Q
CONSTRUCTION
SCALES BEFORE REDUCTION
~~~
0I-'''''''iI title Dr.YI'l Du'9"'.cI Y.,;'~d
5 0 5 10 15 21 15.
PC IN
102 SERVICING SEWERAGE RETICULATION
t500 "'.~
40 0 40 10 lZ0 160 100II
,
( AfSPONS( TO COll«L Rfl
IlEVISED APPROVAl.. ISSt.t: "
" ~:[-delLIGI 179-184 EUMUNDI-NOOSA ROAD LA YOUT PLAN AND DETAILS
Selll
AS SHOWN (AU
A.Irfl'"Jif,fZJ
~
O.tl
FEB. 2014
14000 "'~
--
• APPIlOVAl..ISsut:
Dutrrphcwl ," I NOOSAVILLE QLD 4566 Or.""""J
10234
""'"""
- COl
Page 9
,/ .~
MAINTENANCE HOLE/SHAFT No. ~ ffi
M.HIM.S COVER TYPE
M.H/M.S TYPE ,
BRANCH DROP TYPE x v
BRANCH LINE No.
PROPOERTY CONNECTIONTYPE A4
/"V
./
'(
<
~'R
-.J; PROPOSED SEWER TO BE THRUST
BORED UHOfR GAlEW A Y DRIVE.
~ AFTER LAYING OF PIPE CONTRACTOR
GROUT FLL THRUST BMED SECTION.
'\
t'- TRENCH SToPS TO Sf
LEGEND
FP DENOTES VERGE
EX1Sa8~ ~ .. ~ IHSTAllED IN ACCORDANCE
WITH SEa CODETABLE 8.1,
-", TYPICAL AS SHOWN. ,,)
MAINTENANCE HOLE TYPES ~ &,
, AND CLASS
CONCRETEUDOl'
F (OHCREn: 1.2008
x CONCRETE 1.20013'
HS PE 0600El'
$ nASS B NON. TRAFICABLE
~ CLASS 0 TRAFfICABLE
DATUM RL 0.000
GATEWAY l
PROPERTY DESCRIPTION FP DRIVE
FP
DN160 PElDa SDR"
PIPE NOMINAL DIAMETER (ON) TYPE,CLASS
10.18
GRADE 11in Xl
60.100
LENGTH
TYPE 3 - ,r TYPE]
EMBEDMENT TYPE
DEPTH OF INVERT BELOW FSL gg g
~~
~~ :0
INVERT LEVEL (Ill -~~-
;;~
11
~
FINISHED
SURFACE LEVEL (FSLl ~
~ -
0
"
EXISTING
SURFACE LEVEL IESL)
CHAINAGE g
0 ~
LINE LINE 1
SEWERAGE LONGITUDINAL SECTION
/7 /l /7
r
SCALE VEAT; \;100 APPROVAL
HORI; 101000
£.'-.f" 1/ hi
ISSUE
I NSUl rANT, INTElARA Pty ltd
CONTACT: JAMES NATION
I NOT FOR _...... '.F ..,...,.-
.•......~-
TELEPHONE, lOll 3236 1100 APPROVED RPEQ No
I-
CONSTRUCTION
~~:;~ :~::~:::.::t~::-_':~ t l'~'"''''@
SCALES BEFORE REDUCTION
=:.~~..::-=
Po-O]Kt
• ,
Dr~_g Titll OISCLAKll~(OPYRl(jj;T, [1"0," o."""td v,nl,f1j
) , 5 II
,..,
1 2 PC IN
1:100
1:1000
~.'i"""'SiiiOii
• • " 20 " 100 SlI ••
c
•
,
IlfSPONSf TO CctNCI. RA
R£VlSEOAPPRO'IAL1SSl.{ "" ::: deluGi I
",u.",
LOT 102 SERVICING
179-184 EUMUNDI-NOOSA ROAD
NOOSAVILLE aLD 4566
SEWERAGE LONGITUDINAL
SECTION
"" .«It_III,.
l"'ocU: •• It••
.~(-.u..lll_.
""'-'8'''11 lit I"'"
'II "' •••.•...-..,11 dltO,~__.of"id-"-. r~
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~Lt!sPcuC!
lwl) M.t,-", 13' _ QUlI
••••• _ QUllotoG
k',
AS SHOWN lAli
••
~,#
/
VCI FEB. 2014
•"
M'PROvAl.lS:iUt: a,•• '.-d.onto! .nlllo II••••SI,,,,,, of IIlo 0••••1ftlJ"'""btl'
~J~
Inut O~t"",l •• venl'd #,prawl 0,11
••••_IIl.i' ,,'_
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., •••••,"" •••.•.• _ - 'IIN D1Ml III lJ2 10234 - CO2 "-CJ
Page 10
ENVIRONMENTAL NOTES:
yeGET AIION PROTECTION
A. TREES LOCATEO ALONG THE FDDTPA TH SHALL BE, TRANSPLANTED 1. All WORK a. 1'1A.TERlALS SHAll BE IN ACCORDANCE
PRIOR TO CONSTRUCTION,OR REPLACED IF DESTROYED WITH CURRENT SOUTH EAST QUEENSLAND WATER
B. W!"EN WORKING WITHIN 4lb OF TREES, RUBBER OR HARDWOOD SUPPLY COOESPECIFICATIONS "'' 0
STANDARDS.
GIRDLES SHALL BE CONSTRUCTEDWITH Urn B'" TTENS CLOSEt Y 2. UNLESS SPE(IFEO OTHERWISE, AU HA TERIALS l- WORK
SP"'CED AhtlARRANGED VERTICALLY FROM GROUNDLEVEL. GIRDLES SHALL tOMPt Y WITH THE RELEVANT AUSTAALIAN
HUST BE STR"'PPED TO TREES PRIOR TO COHSTRUCTION AND STAM>AROS.
REHAN I..lMTl COMPLETION 1 ADOPT TOP OF KERB AS PERMANENT LEVEL.
C. TREE ROOTS SHOULD BE TUNNfllEO UNDER, A", THEA THAN 4. (OVER ON MAINS fROM PERMANENT LEVEL TO AS IN
SEQ-WAT.12DO-2
SEVERED. IF ROOTS ARE SEVERED THE OAMAGED "'REA SHOlA..D BE
S COKDl/lTS TO BE:INSTALLED ~ ACCOROAtKE WITH
TREATED WITH A SlITABLE FLNGIClDf. CONT"'CT RELEVANT COUNel STAJIlARD DRAWINGS.
"'RBORIST FOR FURTHffi ADVICE
6. A WATER t£TER SUPPLIED AT THE DEVELOPERS COST,
0 ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN IS TO Bf: INSTALLED AT THE SERVICE POINT OF EACH
APPROVED ARBORIST. LOT N ACCOROAN(£ WITH THE STANDARDS DAAWlNG
~ FOR THE SEa SERVIQ PROVIDER
A. TOPSDl AND SUBSOIL SHALL BE STOCKPH.ED SEPARATELY. 7. ALL HA TERIALS USED IN THE WORKS SHALL COMpt Y
B. CARE SHALL BE TAKEN TO PREVENT SEDII'1ENTFROM ENTERING Tt£ WITH THE SEQ SERVICE PROVJD£RS ACCEPTED PRocua
STORMW'" TER SYS TEI'1.HIS MAY 1HVCl.VE PLACING APPROPRlA TE AND MATERIALS LIST OR BE APPROPRIATElY SHOWN.
SEDIMENT CONTROLS AROUND TH£ STOCKPILES. LIS TED AND DEfiNED IN THE ENGINEERINGSU8MISSION
C. ACID SUlPHATE SOILS EXIST III THE WORKING AREA. TI-I£ OUTPUT so THAT THE AL TERNA liVE PRODUCT OR HA TERiAL
UBO HAP REF, SI..lM18, El CAN BE ASSESSED AND IF APPROPFIIA TE, APPROVED BY
FROM Tt£ RISK ASSESSHENT BASED ON THE QlfiNSLANtI ACID
LOCALITY PLAN SULPHATE SOIL TECHNKAL MANUAL REQUIRES THAT ACID THE SEa SERVICE PROVIDER.
8. AU CONCRETEFOOTPATHS TO Sf CLEAR OF WATER
SCALE 1,4000 SULPHATE SOIL MANAGED AS FOLLOWS: !DELETE IF NO ACID
HAf(S.
SUlPHATE SOILsl
9. rrST/CHlORIHATION POINTS TO BE mYALLED IN
(REEK (ROSSING ACCORDANCE WITH ST AHOARD DR"'WING No.
A. SIL TATION COHTROLI1EASURES SHALL BE PLACED DOWNSTREAH OF SEW-WAY-1410-1
ANY EXCAV"'TION WORK. 10. THE CONSTRUCTION Of THE WATER RETICUlATION
B. APPROPRIATE SEDIMENT CONTROlS SHALL BE USED TO PREVENT WORK SHOWN ON THIS DRAWING MUST BE SUPERVISED
SEDIH[NT FROM ENTERING Tt£ CREEK. BY AN ENGINEERWHO HAS RPED REGISTRATION. WORKS
C. NO SOIl SHAU BE STOCKPILED WITHIN 50. OF THE CREEK NOT COHPLYIHG WITH THIS REQUIREHENT Will HOT BE
REHABIUT A TiON PERHITTED TO CONNECTTO THE RETICUlAT(JN SYSTEM
A PREOISTURBANCE SOl PROFILES AND COMPACTION LEVELS SHALL
BE REINSTATED.
B PREOISTLIlBAN(f VEGETATION PATTERNS SHALL BE RESTORED.
ALL WA TER AND SE'WER CONSTRUCTION WORK
Up.()ERTAKEN BY THE CONTRACTOR SHAll
COMPLY WITH ALL APPLICABLE WORKPLACE
HEALTH ANO SAFETY LEGlStA TlOH.
AS CONSTRUCTED DETAILS
I CERTIFY 1H" T THE MAS CONSTRUCTED- on AlS
SHOWN ON THIS PLAN ARE A TRUE AND ACCURATE
RECORDOF TH£ WORKS.
S1GHE1l 0"' _
NAME OF SIGNATORY (PRINTl' _
RPED Ko. _
COMPANY NAME
SERVICE DETAILS ASSET REGISTER WA TER RETICULA liON SERVICE DETAILS - ADDRESS
No. SIZE lOT NlI1BERS ESTATE/STAGE LOT 102 SERVICING TyPE/CI •••.OF SERVICE 150mm D'A
1 1501lm LOT 2 ON SP241371 119.184 EUMUNDl-NOOSA ROAD,
SIT£ ADDRESS PIPE TYPE PVC
1 SOmlll LOT 2 ON SP241371 NOOSAVIUE QlO 4566
FllE/AF'PlICA nON RE(t2fOC14 LENGTH OF SERVICE 16.800
t£TER TO LOT 2 ON SP241311 TO BE SUPPLED ON APPLICATION
IAT APPLICANTS EXPENSEJ N.S,C OELEGATES "'PP. DATE - O"'TE COMHENCEO' "- _
CLENT DE LUCA CORPORATION PTY LTD DATE COMPlETED, "- _
DRAWING/PLAN NCI SIGNATURE _
""IlS IlWtETER ""TERlAI. lEHGlll SER. APflL No '- _
DESIGN (OST DESkiN COST CHARGE•• ~ _
!SO PVC I 16.800 I
SfRYKIS DWtEmt LEVELS ~ Hili COVER 600mm BELOW
""TERIAl lEHGlll
MSKifCOST DESKiN COST
so ru I 2.430 REMARKS FOR -WS'" RECORO
HETERS DWt£T£R
so
••••••• HETER INSTALLATION BY CONTAACTOR
1 I SUPPLY BY UNITY WATER.
{.o1Jf
APPROVEO RPEQ No
SCALES BEFORE REDUCTION IlISCLAI1(R J. (OPYRIGHT,
<.-m~ •..•.• liIIIl.pd1 _tr ••
CIoI, h¥4cClPf' 'It •• ,......,.
c.~_.
,,$UO<l by w ••.•,PtyUI
Dr,,,"
PC
[-deILIGI
trlMolli/t •••••.••••••••••• 0--•••••
LOT 102 SERVICING WATER RETICULA liON ,n"lIllol_oII,. AutIC.AD ...., fh lrut •.•••••• It ••••• '-,-
U 0 U Ie 120 164 200" ."''''' Pt-,
1I~
kC.Il'h"~Ir r" thfr •••.•" .,t••••'-
1:4000
~J1""""""" AfVISED "'PPAGVAlI5~
" 19.12.'110
179-184 EUMUNDI-NOOSA ROAD GENERAL NOTES AND DETAILS ~"-.."':":.~J;.~-::=~'~:~_=::..=
-"""""'"c.lftIlN •••• IIIN_I.....u,. _ ~"'.wn Ptr.lid
1:4000 1••.11
• APPRGVAlISSUf NOOSAVILLE OLD 4566
•"
'110.12.'110 DrI"in9~r
••••••.• 1IIIit.1 ••.•••••••. ,. kt.-ll_, •••1101IW1s_ St,I", of ""
I••••• Ou.cnpto.., Oltl '-'-'
"• .., or rtIi\"'""" -.I ""
r ..., lrilh."l tho"""" ""'"' ••••••••••
...,.;Itl" •.• r",""""'"
111>1,1WIJ
••.• Pt not'"
Lid 10234
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