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Change to Sewer Connection plans · OPW11/0335
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"
KEY PLAN
NTS
GENERAL NOTES
1)OBTAIN All NECESSARY APPROVALS FROM All. AllTHDRrTlES HA.V\NG JURtsDICllON
AND PAY All. FEES DUE.
2)AU. WORK SHALl COMPlY wtrn THE REQUIREMENTS OF THE LOCAL AUTHORITY
HA.VlNG JURlSDlcnON AND WITH THE REQUIREMENTS OF ALL REllVANT AUSTRAI..Wi
STANDAADS.
3)~~~~F~~~T1~fs:’.u. EXlsnNG SEJMCES PRIOR TO THE
\mH
4)~ ~~sm~~~~~~~,~O~~TN~N10G~~D~W~
OETAlLED COSTINGS OF AS-CONSTRUCTED WORKS SI-Wl. ALSO BE SUBMmEO
WITH THIS OATA., WITH COST DISSECTIONS BEING COMPlETED IN ACCORDANCE
WITH STANDARD FORMS OF ll-IE GUIDWNES.
5)THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION Of All EXtSTlNG
SERVICES PRlOR TO COMMENCEt.lENT Of CONSTRUCTION AND SI-Wl. BE RESPONSIBLE
FOR lHE COST Of RECTlFlCATION Of AJf’( DAMAGE WHICH MA.Y OCCUR. iHE LOCATION
OF EXISTING SERViCES SHOWN ON THIS DRAWING IS REPRODUCED FROM lOCAL AUTHORITY
RECORDS ETC. FOR WHICH NO OPINION IS EXPRESSED AS TO THE ACCURACY Of SAME.
6)~~~~~~~~~~~UI~~~ ~~~~~ARE lHE
CHANGES 10 ORIGiNAl DESIGN AND ALLOW ALL COSTS FOR THE PREPARAllOH OF
’AS-CONSTRl.IC1ED’ DRAWINGS IN AN ROVED aECTRONIC fORMAT.
7)~OA Sw:E~~ND~M~~ERt:t’JrJy ~=CJ~Rsfu:H’:rffO~~ SITE
AN’( CLAlIo! FOR VARIATION ON THE BASIS OF lACK OF KNOWLEDGE OF SITE
CONDmONS SHALl NOT BE ACCEPTED.
8)WHERE A PARTICUlAR MANUFACllJRERS PRODUCT IS SPECIFIED OR NOTED,
ornER MANUFACTURERS PRODUCTS UAY BE SUBSTTTlJTEO.
SUBSTTTlJTEO PRODUCTS MUST HAVE PERfORMANCE AND LONGETMTY
CRrTERlA EQUAl.. TO OR GREATER ~ rnE SPECIFlED PRODUCT.
DOCUMENTED PROOF OF SAID CRITERIA MAY BE REQUIRED.
9)mY FENCING AROUND ’THE PERI~ETER OF lHE PROPERTY THAT IS R 0VED OR
DAMAGED AS A RESULT Of WORKS ASSOCIA.TED WITH lHE SEWER REl.OCA11ON IS TO
BE RESTORED TO ITS PRESENT CONomON AT ’THE CONTRACTORS EXPENSE.
10)UNLESS PRIOR PERMISSION HAS BEEN GRANTED BY UNfTY’NATER, THE CONTRACTOR
SI-W.l ARRANGE fOR LNE SEWER WORK TO BE UNDERTAKEN BY UNITYWATER
DAY LABOUR. All COSTS SHALl. BE MET BY CONl’RACTOR.
11) CONTRotCTOR TO MAKE ARRANGMENTS TO DIVERT SEWAGE FROM UPSTREAN SEViER
MAIN WHILST CONSTRUCllON Of SE"NER DIVERSION TAKES PlACE.
12)ALL SEWERS SHAlL BE 150t1 uPVC CLASS SN8 R.R.J. TO AS 1260 UNO.
SEWERS DEEPER THAN 3m SHAll BE uPYC ClASS 12 PRESSURE PIPE TO AS Hn
OR PRIOR APPROVED EQUIVALENT. INSIDE EDGE OF ClASS 12 PIPE SHAlL BE
CHAMFERED TO PROVIDE A SMooTIi TRANSmON TO OTHER ClASSES Of PIPE.
1 J) AUGNMENT: WITHIN LOT
-
FRONT &: REAR BOUNDARIES: 1.5m
SIDE BOUNDARIES: 1.0m
FOOTPATH: 2.BOm FROio! FRONT ALIGNMENT
14) BEDDING SHALL BE lYPE 1 UNO AND PlACED AS PER STD DWG 9813.
IN COASTAL SAND TERRAIN, EXCAVATED MATERIAL MAY BE USED SUBJECT TO
MJPRCN BY MANAGER. IN OiHER AREAS USE 5-10mm WASHED SCREENINGS
OR 20mm WASHED SCREENINGS AS ORDERED BY WORC MANAGER
MINIMUM COVER SHALL BE I.COm FOR ALLOTMENTS &: FOOTPATHS &: 1.50m FOR
ROADWAYS.
15) MANHOLES SHALL BE 1050" PRE-CAST UNO &: CONSTRUCTED ~ PER
TliE lOCAl AUTHORmES STD owes
16) MANHOLE UDS SHALl. BE FlNISHED:
FOQTPAiHS FlUSH WITH SURFACE
-
ALLOTMENTS O.075m ABOVE Fl
-
All MUST FOLlOW THE SLDPE AND BAnER OF ADJOINING TERRAlN.
NOTE:
All WORKMANSHIP ts TO BE TO THE Sl\TISFACl10N OF THE
UNITY WATERS WATER AND SEWERAGE ENGINEER.
J 17.09.12 SEWER OMRSION REV1SID .IS
H 23.02.12 SW 1REA1)jENT ANENOBl .IS
0
G 17.11.12 STAGE I STORNWAIIR ADDED .IS N
F 16.11.11 AOORESSION COUNCIl RA .IS
E 02.09.10 ISSUE FOR APPROVAl .IS
0 13.08.10 ISSUE FOR APPROVAl .IS
C 10.08.10 ISSUE FOR APPRO’IAl .IS
B 14.07.10 PRElJIIlNARl’ ISSUE .IS
A 18.06.10 M’f’RO’IAl .IS
t$SU DATE REVISION DE51GNED
PART SITE PLAN of 2 SPICE CONSULTING -
LEGEND
PROPOSED SEWER
PROPOSED STORMWATER
PROPOSEO WATER
RISING MAIN
ABBREVIATIONS
m.
Fl
FSL
HeB
FlNISHED flOOR LfVEL
AEID INLET
flNISHED SURFACE LEVEl.
HOUSE CONNECTION BRANCH
SANITARY PLUMBING & DRAINAGE
1) AlL ~ITARY DRAlN stW.I.. BE 100 CIA. AT 1.65X fAlL U.N.O.
MATERIALS:
HOUSE DRAINAGE PYC aASS r:ItN
STORMWATER & DOWNPIPES
1) AU. STORMWATER DRAINAGE SHAll BE 100 CIA. AT lX FALL U.N.O.
2) DOWNPIPE SIZES STATED ARE MINIMUM REQUIRED CROSS-SECTIONAl
AREAS.
SCALE 1:250
iff
r1i
lIENT
OBSA
1124616 Emoil
CONSTRUCTION HYDRAUUCS CONSULTANTS
PO BOX 1406 BUDERIM 0 4556
~~~~~~:oOi t4":t 1:28:
-
[email protected]
CONTRAST CONSTRUCTIONS P/L
~
AHSCA
-~
-
SOIL. WASTE AND VENT PIPE PYC ClASS r:ItN
~ Q9072 _
EXlsnNG WATER --w--w--W- HOG HOT DIPPED GALVANIZED TRADE WASTE mRIFlED QAY / HOPE: IN GROUND FOLLOWING
DOWNPIPES PVC CLASS rYtN RPEQ CERTIFICATION APPLIES FOR THE
EXISTING SEWER -
-s--.-s--.-s--.-5-- CP GULLY PIT HOPE / POL’l’PROP’r1.fNE ABOVE GROUND
COMPONENTS: DRAWING: LEVEL; AHD
EXISTING HOUSE ORAlN -
-HD- -HD- -HD- CPT GROSS POWTANT 1RAP STORMWATER PVC ClASS SW HEAVY UNO WATERMAIN CONNECTION DAVID LOW PART SITE PLAN 1 of 2
/"-...
EXISTING STORt.1WATER -
-sw- -S’N- -sw- lAW IN ACCORDANCE WITH WAY/GREBE STREET SEWER & STORMWATER
SCALE: ~
ABANDONED SERVICE IL INVrnT lE\IEL
SUBSOIL DRAINAGE PERFORATED P’VC (DN100 U.N.O.) IN FILTER SOCK RELOCATION OF SewER MANHOLE NORTH WEST
CORNER OF SITE
DIVERSION PLAN A1-
A3- 1:500
1:250
00-
PROPOSED lEVEl. + 10 INSPECTION OPENING
3.15,,";-" STORMWATER LINES
PROJECT ^OU, :
o
EXISTING Lf.VEL
OEN()l[5 LATER STAGES Of DEVElOPMENT
~~~a~
DB
RL
OBUQUE TIE
REDUCED lE\IEL
F1/1- SP1
FII2- OUTLET ESSENCE APPROVAL rSSUE
GPT SW MIH
. .OUTLET
MIXED USE DEVELOPMENT
DWG. No, J-
RPO
SWMH
REAL PROPERTY DESCRIPTlON
STOfWWATER WANHOLE
C.P2 SP2
C,P1
-
. EX SW Mn-i DAVID LOW WAY
964 -
OP1 I
~ SHEET,
UNO UNl.[SS NOTED OTHERWISE 1
PEREGIAN BEACH OF 4
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