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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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KEY PLAN
Nl$
GENERAL NOTES
1)OBTAIN AU. NECESSARY APPROVAlS FRO’"’ AU. AUTHORmES HAVING JURISDICTION
AND PAY AU. FEES DUE.
2)ALL WORK Stwl. COMPLY wmt mE REQUIREMENTS Of THE L..OCAL AUnfORITY
HAVING JURISDICTION AND WITH THE REOU[REMENTS OF AU. RElEVNff AUSTRAUAN
STANDARDS.
J)~~~~~f~~~n~~~s~ EXISTING SEfMa:S PRIOR TO THE
4)AS~CONSTRUCTtD DRAWINGS tN DIGITAL FORMAT ARE TO BE LODGED WITH
COUNCIL IN ACCORDANCE WITH COUNCIL’S ENGINEERING GUIDEUNES.
DETAIlED COSTINGS OF AS-CONSTRUCTED WORKS SHALl ALSO BE SUBMITTEO
WITH THIS OTA., WITH COST DISSECTIONS BEING COMPLETED IN ACCORDANCE
WITH STANDARD FORMS Of mE GUIOruNES.
S)THE CONTRACTOR [S TO ASCERTAIN mE EXACT LOCATION Of All EXISTING
SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHAll.. BE RESPONSIBLE
FOR THE COST OF RECTIFICATION Of ANY DAMAGE WHICH MAY OCCUR. THE LOCATION
Of EXISnNG 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) -CONSTRUC’TED’ ORAWlNCS- WHERE REQUIRED BY THE LOCAl. AUTHORIlY- ARE niE
RESPONSlBlUTY Of THE CONTRACTOR. THE CONTRACTOR SHAll. RECORD AU.
CHANGES TO ORIGINAL DESIGN AND AlLOW AU.. com FOR THE PREPARATION OF
’AS-CONSTRUCTED’ DRAWINGS IN AN APPROVED ELECTRONIC FORMAT.
7)AS A CONDmON OF’ ’TENDERING, THE CONTRACTOR SHALl. \I1SIT THE SITE
AND SHMJ.. BE DEEMED TO BE FUllY AWARE Of SITE CONDITIONS.
ANY ClAII~ fOR VARIATION ON THE BASIS OF lACK Of KNOWl.EOCE OF SITE
CONomONS SHALl NOT BE ACCEPTED.
8)WHERE A PARTlCUlAR MANUfACTURERS PRODUCT IS SPECIFIED OR NOTED,
OTHER MANUFACTURERS PRODUCTS MAY BE SUBSTlTUTEO.
SUBSTm.ITED PRODUCTS MUST HAVE PERfORMANCE AND LONGETMlY
CRITERIA EDUAL TO OR GREATER THAN THE SPECIFIED PRODUCT.
DOCUMENTED PROOF OF SAID CRITERIA MAY BE REOUIRED.
9)ANY fENCING AROUND lHE PERIMETER Of THE PROPERTY THAT IS REMOVED OR
DAMAGED AS A RESULT OF WORKS ASSOCIATED WITH THE SOVER RROCAllON IS TO
BE RESTORED TO m; PRESENT CONDmON AT THE GONTRACTORS EXPENSE.
10) UNLESS PRIOR PERMISSION HAS BEEN GRANTED BY UN(J"(WAlER, THE CONTRACTOR
SHALl ARRANGE FOR LIVE SEWER WORK TO BE UNDERT.AK[N BY UNnYWATER
DAY LABOUR. ALL COSTS SHAl.l BE MET BY CONTRACTOR.
11) CONTRM:TOR TO MAKE ARRANGMENTS TO DIVERT SEWAGE FRON UPSTREAM SEWER
NAlN WHILST CONSTRUCTION or SEWER DIVERSION TAkES PlACE.
EXTO HEW SW
UNDER EXlSTlHC
12) ALL SEWERS SHALl BE 150. uPVC CLASS SNB R.R.J. TO AS 1260 UNO.
RETAINING WALL. SEWERS DEEPER THAN 3m SHALl BE uPVC ClASS 12 PRESSURE PIPE TO AS 1477
STRUC’TURAI. EN EIR OR PRIOR APPROVED EOUIVALENT. INSIDE EDGE OF ClASS 12 PIPE SHALl BE
TO COOAAN AN’( CHAMfERED TO PROV1DE A SMOOTH TRANsmON TO OTHER ClASSES OF PIPE.
REOUIRED WORKS TO
RETAlfCHC WAlL 1 J) ALIGNMENT: -
WITHIN LOT
FRONT & REAR BOUNDARIES: 1.5m
SIDE BOUNDARIES: 1.Om
fOOTPATH: 2.8Om FROM fRONT ALIGNMENT
14) BEDDING SHAll BE WE 1 UNO AND PLACED AS PER sm owe 9B1J.
IN COASTAL SAND TERRAIN, EXCAVATED MATERIAL MAY BE USED SUBJECT TO
APPROVAL BY MANAGER. IN OTHER AREAS USE 5-10mm WASHED SCREENINGS
OR 20mm WASHED SCREENINGS AS ORDERED BY WORC MANAGER
MINIMUM COVER SHALL BE 1.0Om FOR AU.OTMENTS & FOOTPATHS & 1.S0m fOR
ROADWAYS.
15) MANHOLES SHAll. BE 105001 PRE-CAST UNO &: CONSTRUCT[[) AS PER
fliE LOCAl AUTHORmES SID DWGS
16)MANHOLE UOS SHAU. BE FlNISHED:
FOOTPATHS FlUSH WITH SURfACE
-
ALLOTMENTS 0.075m ABOVE Fl
-
ALl MUST fOLLOW THE SLOPE AND BAITER OF ADJOINING TERRAIN.
NOTE:
ALL WORKMANSHIP IS TO BE TO THE SAnsfACTlQN Of THE
UNrTY WATERS WATER AND SEWERAGE OIGINEER.
K 27.09.12 SEWER IlIVERSlON REVISED .IS
J 17.09.12 SEWER IMRSIOH REVISED .IS
H 23.02.12 SW TREATIIEHT ANENOOl .IS
G 17.11.12 STAGE 1 STORNWIJER ADDEO .IS ~
F 16.11.11 HXlRES90N COUNCL Rf1 .IS
E 02.09.10 ISSUE fOR APPROI’,Il .IS t-
o 13.08.10 ISSUE fOR APPROI’,Il .IS
C 10.08.10 ~SUE fOR APPROV,ll .IS
B 14.07.10 PRElJI!lN.lR’( ISSUE .IS
A 18.0&.10 1f’PRQV,Il .IS t-
IS DATE """"’ON DESICNED
T T
PART SITE PLAN of 2 SPICE CONSULTING l-
LEGEND ABBREVIATIONS SANITARY PLUMBING & DRAINAGE STORMWATER & DOWNPIPES CONSTRUCTION HYDRAULICS CONSULTANTS
ii
SCALE 1~50
I) AU. 5N’{ITARl’ DRAINAGE SHAI.l BE 100 CIA. AT 1.65S fAll U.H.O. . PO BOX 1406 BUDERIM 0 4556 1--0
PROPOSED SEWER m ANISHED flOOR lEVEL 1) AlL STORMWATER DfWNAGE SHALl.. BE 100 OIA. AT ’" FAlL U.N.O.
Telephone 07 5445 3888 A~
PROPOSED STORMWATER
PROPOSED WATER
Fl
FSL
FIRD INLET
FINISHED SURfACE LEVEl
MATERIALS:
HOUSE DRAINAGE PYC CLASS DWV
2) DOWNPIPE SIZES STATED ARE MINIMUM
AREAS.
REOUIRED CROSS-SECTIONAL
2.3(’(rL OBSA
1124616
Focs;m;le 07 5445 3824
Emoil -
[email protected] AHSCA
I-
RISING MAIN HCB HOUSE CONNECTION BRANCH !
ENT
CONTRAST CONSTRUCTIONS PIL
EXISTING WATER --w--W--W- HOC HOT DIPPED CALVANIZED
SOfL WASTE AND VENT PIPE
TRADE WASTE
PYC QASS DWV
IMmED QAY / HOPE .. CROUNO
~ o REYNOL PEQ 9072
EXISTING SEWER -
-s-- -5-- -s-- -5- GP CUl1.Y PIT IflPE / PIlLYPRDF"rIDIE ABO’ GROUND DOWNPIP(S PVC CLASS r1’HV
RPEQ CERTIFICATION APPLIES FOR THE
EXISTING HOUSE DRAIN --
HD- He--
-
HD-
-
CPT GROSS POLUTANT lRAP STORMWATER PVC ClASS SW HEAVY UNO
FOLLOWING DRAWING: LEVEL: AHD
EXISTING STORMWATER
ABANDONED SERVICE
PROPOSED lEVEL
-
+
-sw- -sw- -sw-
l.l5_v’"
lAW
IL
10
IN ACCORDANCE WITH
INVERT LEVEL
tNSPECTJON OPENING
SUBSOIL DRAINAGE PERFORATED PVC (DNlOO U.N.O.) IN FILTER SOCK
COMPONENTS:
WATERMAIN CONNECTION DAVID LOW WAY/GREBE
STREET
PART SITE PLAN 1 of 2
SEWER & STORMWATER
DIVERSION PLAN
SCALE:
A1-
A3-
1:250
1:500
@ 0
EXrSTING l. ISTAT\JS
DB OeuQUE TIE SEWER LINE SMH3/1 PROJECT ,
DENOTES LATER STAGES Of DEVELOPMENT RL REDUCED lEVEL
STORMWATER LINES
-
SMH1/1
ESSENCE APPROVAL I’SSUE
RPO REAL PROPERTY DESCRIPTION J
SWMH STORMWATER MANHOLE
FI/1 -
SP1 MIXED USE DEVELOPMENT
DAVID LOW WAY
09640~ OP11
UNO UNLESS NOTED Oll-IERWlSE FI/2 -
OUTLET SHEET,
PEREGIAN BEACH 1 OF 4
GPT -
SW M/H.- OUTLET
C.P2 -SP2
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