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Amended Plans From Applicant · OPW11/0335
Plans and drawings: the text below has words only, no drawings.
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rl( EXIST1NC
SEWER NAHHOlE 1..5m
F’RON BUlDrHC: ..
PROVIOE t., ~
HC8 COHNECTlOH
I
I
I
I
KEY PLAN
I N15
I GENERAL NOTES
I I)OBTAIN AU. NECESSARY APPROVALS FRON AU. AUTHORmES HAVING JURISOICllON
AND PAY ALL FEES DUE.
I
2)ALL WORK SHALL ct:IMPLY WIlH THE REOUIREMENTS Of THE L.OCAl. AISTHORrlY
I HAVING JURlSOICllON AND WITH THE REOUIREMENTS Of ALL RElEVANT AUSTRAUAN
STANDARDS.
I
’m......as 3)CONFlRM INVERT LEVElS ~O LOCAllONS OF AU. EXtSnNG stRVICES PRIOR TO THE
ACtESS EASENEHT INSTAlLATION Of’ Nff ASSOCIATED SERVICES.
(lYP1CAlJ
4)AS.:..CONSTRUCTED DRAWINGS IN OIGITAl. FORMAT ARE TO BE LODGED WITH
COUNCIL IN ACCORDANCE WITH COUNCIL’S ENGINEERING GUIDEWNES.
DETAIlED COSTINGS OF AS-CONSTRUCTED WORKS SHAU AlSO BE SUBMITTED
WITH THIS DATA., WITH COST DISSECTIONS BEING COMPLE1’ED IN ACCOROA.NCE
WITH STNoIDARO FORMS OF THE GUIOEUNES.
5)THE CONTRACTOR IS TO ASCERTAIN THE EXACT lOCATION OF ALL EXISTING
SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION NolO SHALL BE RESPONSIBLE
FOR THE COST Of REcnFtCATION OF ANY DAMAGE WHICH MAY OCCUR. THE LOCATION
OF EXISTING SERVICES SHOWN ON THIS DRAWING IS REPRODUCED FROM LOCAl AlffiiORrTY
RECORDS ETC. FOR WHICH NO OPINION IS EXPRESSED AS TO THE ACCURACY OF SAME.
’
6) -CONSTRUCTEO’ DRAWlN -
WHERE REQUIRED BY THE LOCAl. AUTHORITY- ARE THE
RESPQNSIBIUTY OF THE CONTRACTOR. THE CONTRACTOR SHAI.L RECORD ALL
CHANGES TO ORICtNAl DESIGN AND ALLOW ALL COSTS FOR THE PREPARATION Of
’A5-tONSTRUCTEO’ DRAWINGS IN AN APPROVED n.ECTRONIC FORNAT.
7)AS A CONOmON Of lENDERlNC, THE CONTRACTOR SHAU VISIT THE SITE
AND SHAlL BE DEEMED TO BE FUllY AWARE OF SITE CONDmONS.
ANY CLAIM FOR VARIATION ON ll-IE BASIS OF LACK OF KNOWLEDGE OF Sm:
CONDmONS SHALl NOT BE ACCEPTED.
8)WHERE A PARTICUlAR MANUFACl\JRERS PRODUCT IS SPECIFlED OR NOTED,
OTHER MANUFACTURERS PRODUCTS MAY BE SUBS1TTlJTED.
SUBSTTM’ED PRODUCTS MUST HAVE PERFORMANCE AND LONGETMTY
CRITERIA EOUAl TO OR GREATER THAN THE SPECIFlED PRODUCT.
DOCUMENTED PROOF OF SAID CRITERIA MAY BE REOUIRED.
9)ANY FENCING AROUND THE PERIMETER OF THE PROPERTY THAT 15 Ra..OVEO OR
DAMAGED AS A RESULT OF WORKS ASSOCIATED wrTH THE SEWER RELOCATlON IS TO
BE RESTORED TO ITS PRESENT CONomoN AT THE CONTRACTORS EXPENSE.
10) UNLESS PRIOR PERMISSION HAS BEEN GRANTED BY UNrTYWAiER, THE CONTRACTOR
SHALL ARRANGE FOR UVE SEWER WORK TO BE UNDERTAKEN BY UNITYWATER
DAY LABOUR. ALl COSTS SHAlL BE MET BY CONTRACTOR.
II} CONTRACTOR TO MAKE ARRANGMENTS TO DIVERT SEW E FROM UPSTREAM SEWER
MAIN WHILST CONSTRUCTION or SEWER DIVERSION TAKES PLACE.
12) ALL SEWERS SHALl BE IS00 uPl/C ClASS SN8 R.R.J. TO AS 1260 UNO.
SEWERS DEEPER THAN 3m SHALL BE uPVC CLASS 12 PRESSURE PIPE TO AS H77
OR PRIOR APPROVED EOUIVALENT. INSIDE EDGE Of CLASS 12 PIPE SHAlL. BE
CHAM TO PROVIDE A SMOOTH TRANSITION TO OTHER ClASSES OF PIPE.
13) AlIGNMENT: WITHIN LOT
-
FRONT & REAR BOUNDARIES: 1.5m
SIDE BOUNDARIES: I.Om
FOOTPATH: 2.BOm FROM FRONT AlIGNMENT
H) BEDDING SHALl. BE TYPE 1 UNO AND PLACED AS PER sro owe 9813.
IN COASTAl SAND TERRAIN, EXCAVATED MATERIAl. MAY BE USED SUBJECT TO
APPROVAl. BY MANAGER. IN OTHER AREAS USE 5-1Dmm WASHED SCREENINGS
OR 20mm WASHED SCREENINGS AS ORDERED BY WORt MANAGER
MINIMUM COVER SHAlL BE 1.00m FOR ALLOTMENTS & FOOTPAll-IS &: 1.5Dm FOR
ROADWAYS.
15) MANHOLES SHAlL BE 1050’ PRE-CAST UNO &: CONSTRUCTED AS PER
niE LOCAL AUTHORmES SID owes
16) MANHOlE WDS SHALl. BE mUSHED:
FOOTPATHS FLUSH WITH SURFACE
-
ALLOTMENTS O.075m ABOVE A.
-
ALL MUST fOLLOW Tl-IE SLOPE AND SAnER OF ADJOINING TERRAIN.
NOTE:
ALL WORKMANSHIP IS TO BE TO THE SATISFACTION OF THE
UNITY WATERS WATER AND SEWERAGE ~GINEER.
K 27.09.12 S<WER 0IVERSl1lN REV1SEO .IS
J 17.09.12 S<WER 0IVERSl1lN REV1SEO .IS
H 23.02.12 SW mrA11IEHT AIIEHIlED .IS
G 17.11.12 STAGE 1 STORIIWATER .IOOEO .IS ~
F 16.11.11 IOORESSIOH COI.O<Cl. Rf1 .IS
E 02.09.10 ISSUE FOR APPROVAl. .IS r-
o 13.08.10 5SUE FOR APPROVAl. .IS
C 10.08.10 5SUE FOR APPROVAl. .IS
B 14.07.10 PRElJlllNARY ISSUE .IS
- A la06.10 APPROVAl. .IS r-
IS DATE REVISION IlESICIIED
PART SITE PLAN of 2 SPICE CONSULTING r-
LEGEND
PROPOSED SEWER
PROPOSED STORMWATER
PROPOSED WATER
RISING MAIN
ABBREVIATIONS
m.
F1
FSL
HC8
FlNtSHED FlOOR lEVEL.
AElD INLET
flNISHED SURfACE LEVEl
SANITARY PLUMBING & DRAINAGE
1) AlL SNirrARY ORAlrw:E SHAlL. BE 100 IV.. AT 1.65% FALl U.H.O.
MATERIALS:
HOUSE DRAINAGE PVC Q.ASS OWV
STORMWATER & DOWNPIPES
1) AlL STORNWATER DRAINAGE SHALL BE 100 CIA. AT
2) OOWNPIP( SIZES STATED ARE MINIMUM
AREAS.
IX FALl U.N.D.
RECUIRED CROSS-SECTIONAL
SCALE 1:250
2.3(’(rL rI1-
UENT
OSSA
1124616
CONSTRUCTION HYDRAULICS CONSULTANTS
PO SOX
Emoil -
1406 SUOERIM 0 4556
Telephone 07 5445 3BBB
Facs m le 07 5445 3B24
[email protected]
CONTRAST CONSTRUCTIONS PIL
;R~
AHSCA
r-~
r-
EXISTING WATER --w--w--w- HOG
HOUSE CONNECTION BRANCH
HOT DIPPED GAlVANIZED
SOIL. WASTE AND VENT PIPE
lRAOE WASTE
P’IC Q..ASS QWV
~ o REYNOL PEQ 9072
IITRF1Ell ClAY / HOPE "GROUND
EXISTING SEWER OOWNPtP(S PIIC C1.ASS OWV
-s-- -s--s-- -5- GP GU..l.Y PIT I/ POLYPROPYl.El<E A8O’ CROUNO
-
RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING DRAWING
EXISTING HOUSE DRAIN -
-HD- -HD-" HD-
-
CPT CROSS PaJJTAHT 1RAP STORMWATER PVC ClASS SW HEAVY UNO
COMPONENTS:
:
PART SITE PLAN 1 of 2
LEVEl:AHD
~
EXlsnNG STORMWATER -
-Sii- -sw--SN- lAW IN ACCORDANCE WITH SEWER & STORMWATER
SCAlE:
~
SUBSotl DRAINAGE PERFORATED PVC (DN1oo U.N.O.) IN FlLTER SOCK WATERMAIN CONNECTION DAVID LOW WAY/GREBE A1- 1:250
ABANDONED SERVICE
+
IL
10
INVERT lE\IEl
STREET
DIVERSION PLAN
A3- 1: 500
00
PROPOSED LEVEL INSPECTION OPENING
EXISTING LEVEL
l."......;-’" 08 OBUQUE TIE SEWER LINE SMH3/1 -
SMH1/1 PROJECT AT\JS
I’SSUE :
o
DENOTES lATER STAGES Of DEVELOPMENT RL REDUCED lEVEL. ESSENCE APPROVAL I
STORMWATER LINES
J
-
RPO REAL PROPERTY DESCRIPTION
SWMH STORMWATER MANHOLE
FI/1 -
SP1 MIXED USE DEVELOPMENT
DAVID LOW WAY
09640~ OP11
UNO UNLESS NOTED OTHERWISE
FI/2 -
OUTLET SHEET,
PEREGIAN BEACH 1 OF 4
GPT -
SW M/H.- OUTLET
C,P2-SP2
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