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Amended Plans From Applicant · OPW11/0335
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KEY PLAN
N1S
GENERAL NOTES
1)OBT’-’N AU. NECESSARY APPROVAlS FRO’" AU. AUTliORlTlES HAVING JURtsOICOON
AND PAY All FEES DUE.
2)All WORK SHAll CONPlY WnH THE REQUIREMENTS OF THE lOCAl AUTHORITY
HAVING JURlSOIcnON AND WITH THE REQUIREMENTS Of AlL RANT AUSTRAUAN
STANDARDS.
J)CONAR’" INVERT lEVEl..S AND LOCATIONS Of AlL EXISTING SElMCES PRIOR TO THE
INSTAl..LATION OF ANY ASSOCIATED SERVICES,
.)AS~CONSTRUCTED DRAWINGS IN DIGITAL. FORMAT ARE TO BE LODGED wrrn
COUNCIL IN ACCORDANCE WrTH COUNCIL’S ENGINEERING CUIDEUNES.
DETAILED C05nNGS OF AS-CONSTRUCTED WORKS SHALl AlSO BE SUBNrITED
WITH THIS DATA.. WITH COST DISSECTIONS BEING COMPLETED IN ACCORDANCE
WITH STANDARD FORMS OF TI-lE GUIOEUNES.
5)mE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF AU. EXISTING
SERVICES PRIOR TO COMMENCEMENT OF CONsmucnON AND SHAlL BE RESPONSIBLE
FOR TI-lE COST OF RECTIFICATION OF ANY DAMAGE WHICH MAY OCCUR. niE LOCATION
OF EXISTlNG SERVICES SHOWN ON THIS DRAWING IS REPRODUCED FROM LOCAl AlITHORrTY
RECORDS ETC. FOR WHICH NO OPINION IS EXPRESSED AS TO THE ACCURACY OF SAME.
6)’AS-CONSTRUCTED’ DRAWlNGS- WHERE REQUIRED BY THE lOCAl AUTHORrTY- ARE lHE
RESPONSIBILITY Of THE CONTRACTOR. THE CONTRACTOR SHAlL. RECORD AlL
CtWtGES TO ORIGINAl DESIGN AND AL1.OW All COSTS FOR THE PREPARATION Of
’AS-coNSTRUCTEO’ DRAWINGS IN AN APPROVED El.[CTRONIC FORMAT.
7)AS A CONomON Of TENDERING. THE CONTRACTOR SHAll. VISIT THE SITE
AND SHAll. BE DEEMED TO BE FULLY AWAAE OF SITE CONOmoNS.
ANY CLAn.! FOR VARIATION ON nlE BASIS OF LACK OF KNOWLEDGE OF SITE
CONDmONS SHALL NOT BE ACCEPTED.
8)WHERE A PARTICUlAR MANUFACT\JRERS PROOUCT IS SPECIFIED OR NOTED,
OnlER MANUFACTtIRERS PROOUCTS MAY BE SUBSlTTUTED.
SUBSTITUTED PRODUCTS MUST HAVE PERFORMANCE AND lONGETMTY
CRITERIA EQUAl TO OR GREATER THAN nlE SPECIFlED PRODUCT.
DOCUMENTED PROOF OF SAID CRITERIA MAY BE RECUIRED.
9)ANY FENCING AROUND THE PERIMETER OF THE PROPERTY THAT IS REt.lOVED OR
ONU.GED AS A RESUlT OF WORKS ASSOCIATED W1lH THE SEWER RaOCATlON IS TO
BE RESTORED TO ITS PRESENT CONomON AT THE CONTRACTORS EXPENSE.
10)UNLESS PRIOR PERMISSION HAS BEEN GRANTED BY UNnYWATER. THE CONTRACTOR
SHALL ARRANGE FOR UVE SEWER WORK TO BE UNDERTAKEN BY UNfTYWATER
DAY LABOUR. All COSTS SHAll BE MET BY CONTRACTOR.
11) COHTRACTOR TO MAKE ARRANGNENTS TO DIVERT SEWAGE FROM UPSTREAM SEWER
’-’AIN WHIlST CONSTRUCTlON Of SEWER DIVERSION TAKES PlACE.
12)All SEWERS SHAU BE 150. uPl/C ClASS SN8 R.R.J. TO AS 1260 UNO.
SEWERS DEEPER THAN 3m SHAll BE uPVC CLASS 12 PRESSURE PIPE TO AS 1 ~77
OR PRIOR APPROVED EQUIVAlENT. INSIDE EDGE OF CLASS 12 PIPE SHAll. BE
CHAMFERED TO PROVIDE A SMOOTH TRANSITION TO OTHER ClASSES Of PIPE.
13) AUGNMENT: WIlliIN LOT
-
FRONT & REAR BOUNDARIES: 1.5m
SIDE BOUNDARIES: 1.0m
FOOTPATH: 2.8Om FROM FRONT AlIGNMENT
14) BEDDING Stw..L BE TYPE 1UNO AND PLACED AS PER SID OWG 9813.
IN COASTAl SAND TERRAIN, EXCAVATED MATERtAL MAY BE USED SUBJECT TO
APPROVAl BY MMAGER. IN OTHER AREAS USE 5-IOmm WASHED SCREENINGS
OR 20mm WASHED SCREENINGS AS ORDERED BY WORC MANAGER
MINIMUM COVER SHAlL BE I.DOm FOR ALlOn.4ENTS &: FOOTPATHS &: 1.50m FOR
ROADWAYS.
15) MANHOlES SHALL BE lOse_ PRE-CAST UNO &: CONSTRUCTED AS PER
THE lOCAL. AUlHORmES STO oWGS
16)MANHOlE UDS SHAll. BE FlNISHED:
FOOTPAnlS -
FLUSH wrTH SURFACE
AllOTMENTS -
0.07Sm ABOVE FL
ALl MUST FOlLOW THE SLOPE AND BATTER OF ADJOINING TERRAIN.
NOTE:
All WORKMANSHIP lS TO BE TO TI-lE SAnsFACTION OF THE
UNITY WATERS WATER AND SEWERAGE ENGINEER.
K 27.09.12 SE\YER IMRSIOH REVISED JS
J 17.09.12 SE\YER IMRSlOH REVISED JS
H 23.02.12 SW lllfAlIIEHT ANEHOOl JS
G 17.11.12 STAGE 1 Sl()RHWATER ADDED JS ~
f 16.11.11 .ooRESSlON COUNCL Rf1 JS
E 02.09.10 ISSUE fOR APPROVAl. JS l-
e 13.08.10 ISSUE fOR APPROVAl. JS
C 10.08.10 ISSUE fOR APPROVAl. JS
8 14.07.10 PRfUUIN.IRY ISSUE JS
A 18.06.10 APPROVAl. JS I-
ISsU 0411’ REVISIOH DESICMD
I I
PART SITE PLAN of 2 SPICE CONSULTING l-
LEGEND ABBREVIATIONS SANITARY PLUMBING & DRAINAGE STORMWATER & DOWNPIPES CONSTRUCTION HYDRAULICS CONSULTANTS
ii
SCAlE 1 :250
1) ALl SANITARY DRAINAGE stW..l BE 100 (XA. AT l.6SX FAlL U.N.O. , PO SOX 1406 BUDER 1M 0 4556 f-o
PROPOSED SEWER m. nNISHED FlOOR LEVEl 1) AU. STORMWATER DRAINAGE SHAll. BE 100 OIA. AT ’" FAll U.N.O.
Telephone 07 5445 3888 R:::
PROPOSED STORMWATER
PROPOSED WATER
Fl
FSl
FIElD "’lfl
FlNISHED SURF’ACE lEVEl
MATERIAlS:
HOUSE DRAINAGE PVC Q.ASS OWV
2) DOWNPIPE SIZES STATED ARE MINIMUM
AREAS.
REOUIRED CROSS-SEcnONAL
2.3(~(rL OSSA
1124616
Facs m le 07 5445 3824
Emoil -
rondoIICfirepok.com.ou AHSCA
I-
RISING ’-4A1N HC" HOUSE CONNEcnoN BRANDi FUENT
EXIS11HG WATER --w--w--w- HOC HOT DIPPED CALVANIZED
SOIL. WASTE AND VENT PIPE
lRACE wAST<
PVC Q.ASS OWV
""""ED ClAY I HOPE 1M CROUND
~ o REYNOL PEQ 9072
CONTRAST CONSTRUCTIONS P/L I-
EXISTING SEWER -
-s-- -5-- -s-- -s- GP CUlLY prr IIlPE I I’IllYPROP!WlE A8O’IE CROUHO DOWNPIPES PVC ClASS DWV
RPEQ CERTIFICATION APPLIES FOR THE
EXlsnNG HOUSE DRAIN -
-HO--HD--HD- GPT GROSS POlUTANT TRAP STORMWATER PVC ClASS SW HEAVY UNO
FOLLOWING DRAWING: lEVEL: AHO
EXIST\NG STORMWATER
ABANDONED SERVICE
PROPOSED lEVEL
-
+
-sw--sw--sw-
J.15_y~
lAW
Il
10
IN ACCORDANCE WITH
INVERT lEVEl
INSPECOON OPENING
SUBSOIL DRAINAGE PERFORATED PVC (ONlOO U.N.O.) IN FILTER SOCK
COMPONENTS:
WATERMAIN CONNECTION DAVID LOWWAY/GREBE
STREET
PART SITE PLAN 1 of 2
SEWER & STORMWATER
DIVERSION PLAN
SCAlE:
Al-
A3-
1: 250
1: 500
~~ 0
EXISTlNG ILVEl OB OBIJQUE llE SEWER LINE SMH3/l SMH111 PROJECT ISTATUS :
DENOTES LATER STAGES Of DEVElOPMENT RL REDUCED lEVEl
STORMWATER LINES
-
ESSENCE APPROVAL IISSUE I-
RPO REAl PROPERTY DESCRIPTlON .J
SWMH STORMWATER UANHOLE
Fill -
SPl MIXED USE DEVELOPMENT
DAVID LOW WAY
09G64.~ OP1 I
UNO UNlESS NOTED OTHERWISE F1/2- OUTLET SHEET:
PEREGIAN BEACH 1 OF 4
GPT -
SW M/H.- OUTLET
C,P2 SP2 -
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