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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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liil1iiii i @
80541378 TOO
consulting engineers
DRYW 10525-10
YOUR REF: ML011 :1I005:0PW11/0335
28 September 2012
The Chief Executive Officer
Sunshine Coast Council
Locked Bag 72
SCMC QLD 4560 1/$0 t41J
~C5
ATTENTION: Mark Lewis
I Box: ......?J~P~..R: ..../~.........I
Dear Sir
RE: PLAN AMENDMENTS OPW 11/0335 -
ESSENCE OF PEREGIAN
I refer to our letter dated 18 September regarding the sewer connection to the existing
Hotel and advise that as a result of further discussions with Unitywater, Spice Consulting
have made a minor amendment to the plans previously submitted.
As such please find attached 3 copies of following documentation for your review:-
Spice Consulting Hydraulic drawings 964-0P1 J, OP2M, OP3G and OP4C amended
to show new sewer connection point for the Hotel
We look forward to receiving a Development Permit for Operational Works for the
Essence of Peregian project in due course.
Please do not hesitate to contact the writer should you require any further information.
Yours faithfully
DOUG REYNOLDS
TOD CONSULTING
blc Unitywater -
Noel Killip
Contrast Constructions -
Gerard Durkin
Sunshine Coast: 07 54499600 civil structural project managEmEnt
Mackay: 07 4840 2337
infrastructure buildings subdivisions mining industry public spaces
PO Box 61,NoosaviLLe, QLD 4566,Australia
www.todconsulting.com TOD CONSULTING PTY LTD ABN: 3912B805336
.,’
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Page 2
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
Page 3
KEY PLAN
NTS
:U(’(cl...
D REYNOL EQ 9072
RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
COMPONENTS:
WATERMAIN CONNECTION DAVID LOW WAY/GREBE
STREET
SEWER LINE SMH3/1 -
SMH1/1
STORMWATER LINES
FI/1 - SP1
F1I2- OUTLET
GPT -
SW M/H - OUTLET
C,P2-SP2
C,P1 EX SW M/H
-
16.6
PART SITE PLAN 2 of 2
SCAlE 1:250
Page 4
Fll
1
"I
1
"
1
"
1
PI
1
PT
2
"
2 ~ ~
ISO
\ l00mm SAND BEDDING
\
-
\
\
\
--
-
-
-_
~ -
-
-
\ /’
-
SECTIONAL ELEVATION
-
-
-_ SURCHARGE PIT SPl IN
BIQ-RETENTlON BASIN OISCHARGE OVER STONE j~
PITCHED SPILL WAY (ACCESS
--- Cl -_
--
-
-
-
-
-
-
-
-
ROAD) VIA CONCRETE HOOWALL
GRADING INTO BIORETENT1ON
~~
-_
BASIN Cl b. I I
$.<
O
Oon
0",
es
88
<ON
..,on
PLAN
DATUM RL 0.000 QATUt.4 RL 0.000 OATUt.4 RL 0.000
DIMENSIONS
OIA. A B C 0 E r G H
ISO 150 300 900 1000 SO ISO 200 375
225 ISO 300 900 1000 SO ISO 200 .50
UNE 1 1 1 1 UNE 2 2 UNE 3
300 225 400 1000 17SO SO 2SO 360 525
OIAMillR _300 ’300 .300 300 DIAMETER ’225 .375 DIAMETER .225
37> 225 400 1000 17SO SO 2SO 360 600
CRADE 1:5.3 1:101.2 1:33.68 1:32.4 CRADE 1:85.82 1:186.39 CRADE 1:28.20
’SO 225 .00 1000 1750 SO 2SO 360 675
DISTANCE 11.736 21.571 37.050 ~.O52 DISTANCE 4.291 55.917 DISTANCE 1.410 525 225 .00 1000 17SO SO 2SO 360 1SO
on
g Ii! ~ ~ Ii!
~ ~ ~ ~
ci :;; ci ci
C! ~ 600 300 410 1500 2450 15 3SO 540 825
DEPTH TO INVERT (PIPE) -
DEPTH TO INVERT (PIPE) DEPTH TO INVERT (PIPE) -
615 300 410 1500 2<450 15 3SO 540 900
on
~ ~~ ~g ~~ N
~ ~~ Ii! Ii! g 1SO JOO 525 lS00 2.SO 15 350 540 915
M
INVERT LEVEL (PIPE) .- ...... ...... ,.;,.; ,.; INVERT LEVEL (PiPE) ,.; ,.;,.; ~ INVERT LEVEL (PIPE)
~ ~
825 300 525 2000 31SO 100 ’SO 615 1050
0 on
~ g ~
;;;
~ ~ ..
! ’J ..
t;
,.;
~ ~ 900 300 6SO 2000 3150 100 ’SO 615 1125
SURFACE LEVEL (PROPOSED) .. ~
SURFACE LEVEL (PROPOSED) SURFACE LEVEL (PROPOSED)
1050 300 650 2000 3600 100 525 800 1275
~
~ g ~
CHAlNAGE
8
ci
:a
!:! :::i ::! ~ CHNAGE
~ ~
ori ~ CHAlNACE
~ ;
<i
1 STORM WATER SCHEDULE
STORMWATER LONGITUDINAL SECTION LINE LONGITUDINAL SECTION LINE 2 STORMWATER LONGITUDINAL SECTION
HORIZONTAl..; 1 :400 HORIZONTAl: 1:400 .
nilCKNESS OF CONCRETE TO FLOOR SlAB
LINE 3
VERTICAl: 1 :40 VERTlCAI..: 1:<10 AND SIDE WALLS VARIES AS BELOW.
HORIZONTAL: 1 :400
VERTICAL: 1 :40
PIPE 01.6.. ’50 -
675 FlOOR SLAB 150 THICK. SIDE WAlLS 150 THICK
PIPE OIA. 750 -
1050
CULVERT OUTLET
FOR USE IN STEEP AND / OR SCOUR
PRONE TERRAIN AND WHERE OUTLET
VELOCITY EXCEEDS 1.50 m/s
C 21.09.12 S11lRJjWA1!R 1.ONCSECT1ON ANENOOl JS 2
F 14.06.12 LONGSECT10NS RE\1SEO JS
E 23.02.12 S<< TRfAlWIT ^MOOED JS
0 16.11.11 .IDIlR!SS1NG COUNCIl RfI JS
C 02.09.10 ISSUE FOR N’PROI’II. JS
B 13.08.10 ISSUE FOR N’PROI’II. JS
A 18.D6.10 APPROI’II. JS r--
ISSU DATE ."""ON O<SIGNED
APPROVED 1<"i((L r r
SPICE CONSULTING r
CONSTRUCTION HYDRAULICS CONSULTANTS
D REYN L
RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
Q 9072
~
UJ"’"
OSSA
PO SOX 1406 SUDER1M 0 4556
Telephone 07 5445 3888
Facsimile 07 5445 3824
1124616 Emoil rondoUCfirepok.com.ou
-
~;;::
AHSCA
r-’"
r
COMPONENTS: CONTRAST CONSTRUCTIONS P/L r
WATERMAIN CONNECTION DAVID LOW WAY/GREBE
STREET DRAWING: LEVEL: AHD
SMH1/1 STORMWATER LONGITUDINAL
SEWER LINE SMH3/1 -
SCAI.E:
SECTION & DETAILS
STORMWATER LINES Al- l:
FI/1 -
SP1 A3- 1:
0
PROJECT I:STATUS :
FI/2 -
OUTLET
SW M/H OUTLET ESSENCE MIXED USE APPROVAL rSSUE
GPT - -
G
C,P2 SP2 -
DEVELOPMENT at DAVID LOW WAY
PEREGIAN BEACH
9G640~ OP31
C,P1 - EX SW M/H SHEET:
3 OF 4
Page 5
"H "H "H
1 1 1
Fl
~ ~ 5
t--
I-- _
-
--
---
--
-- -
-
-
-
--
-
--
DISCHARGE OVER STONE
PITCHED SPill WAY (ACCESS
ROAD) VIA CONCRErE HEADWAll.
GRADING INTO BIORETENTION
BASIN Clb.
"\
"-...
SURCHARGE PIT SP2 IN
BIO-RETEH1lON BASIN
Clo
DATUM RL 0.000 DATUM Rl 0.000
DATUM RL 0.000
.
UNE . UNE
5
UNE 1 1
DIAMETER 111225 DIAMETER
eS25
OlAMETER ’,SO .,SO
GRADE 1:12.90 GRADE
1:392
GRADE 1:79.2 1:24.28
DISTANCE 2.581 DISTANCE "8.996
DISTANCE 51."81
"’ 70.417
~ ~
~ ~ 0
DEPTH TO INVERT (PIPE) C
’" ’"
DEPTH TO INVERT (PIPEl C
c DEPTH TO INVERT (PIPEl ~ ~ ~
~ ~
INVERT LEVEL (PIPEl
~ ..; INVERT LEVEL (PIPEl ..;
g
::l
0
00
~’"
o
’"
INVERT LEVEL (PIPEl :; N
t c
N
::l
~ ~ ~ ~
SURFACE LEVEL (PROPOSED) ~ ..; SURFACE LEVEL (PROPOSED) ..; ~ ~
..; SURFACE LEVEL ’PROPOSED) " .;
~ fil
! : ~ ffi
CHAlNAGE C ..; CHAlNAGE ~ CHAlNAGE C :i
STORMWATER LONGITUDINAL SECTION STORMWATER LONGITUDINAL SECTION LINE 5
SEWER LONGITUDINAL SECTION
LINE 4 HORIZONTAL: 1 :400
VERTICAL.: 1:40 HORIZONTAl; 1 :400
HORIZONTAl: 1 :400
VERTICAL: 1:40
VERTICAL: 1 :
40
EX Sl 9..JOO
I-e
-EXlSTlNG RETAINING
WALL
C 27.09.12 RE\1SED smR lONGSI:CTlOH JS l-
.,SO JUMPUP-
e 17.09.12 SEWER LONG SECTlOH JS
APPROVED A 18.06.12 N’PRO’I!L JS I-
:2f("Vr<.. ~S\JE OAT<
f f
REYISlON
SPICE CONSULTING
DESlCNED
I-
D REYNOLD EQ 9072 CONSTRUCTION HYDRAULICS CONSULTANTS
RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
COMPONENTS:
WATERMAIN CONNECTION DAVID LOW WAY/GREBE TO ShlHI
~
CUENT
,
OBSA
1124616
PO BOX
Telephone
1406 BUDERIM 0 4556
07 5445 3888
Focsimile 07 5445 3824
Emcil -
rondoIlCfirepak.com.ou
s::;;:
AHSCA
1-",
I-
STREET CONTRAST CONSTRUCTIONS P/L I-
SEWER LINE SMH3/1 - SMH1/1
STORMWATER LINES DRAWING: LEVEL: AHO
STORMWATER & SEWER LONGITUDINA
FI/1 - SP1 SEcnON & DETAILS SCALE:
I-
Al- l:
FI/2 - OUTLET
A3- 1:
GPT - SW M/H -
OUTLET 0
HCB DETAIL PROJECT Alu::; :
C,P2 -SP2
SCALE: 1 :25 ESSENCE MIXED USE APPROVAL rSSUE J-
C,P1 EX SW M/H
-
C
DEVELOPMENT at DAVID LOW WAY
PEREGIAN BEACH
09640._ oP41
SHEET ,
4 OF 4
Page 6
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
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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 -
Page 7
KEY PLAN
NTS
APPROVED :u(’kl-.
D REYNOL S EQ 9072
RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
COMPONENTS:
WATERMAIN CONNECTION DAVID LOW WAY/GREBE
STREET
SEWER LINE SMH3/1 - SMH1/1
STORMWATER LINES
FI/1 -
SP1
FI/2 - OUTLET
GPT -
SW M/H -
OUTLET
C,P2-SP2
C,P1 EX SW M/H
-
K 14.06.12 STOfUIWAmI lfIUS RM JS
J 31.05.12 SJORIlWATER I’IPEWORK I1f\lSED JS
H 23.02.12 5W mrATIIENT ANENDED JS
G 17.11.11 STACE I STORNWATER AOOED JS t-~
F 16.11.11 ADRESSINC CCUNCL Rf1 JS
16.6
E 02.09.10 ISSUE RlII APPROVAL JS
0 01.09.10 ISSUE RlII APPROVAL JS
C 13.08.10 ISSUE RlII APPROVAL JS I-
M 77.09.12 SEWER 1l1VEI1SION Rf’I15EJ) JS
L 11.09.12 SEWER 1l1VEI1SION RE’I1SED JS I-
ISSUE CArr REVISION 0E51CNED
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SPICE CONSULTING l-
j : CONSTRUCTION HYDRAULICS CONSULTANT5
PO BOX ’406 BUOERIM 0 4556 t-~
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,
OBSA
Telephone 07 5445 3888
Focsimile 07 5445 3824
::::
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"246’6 Emoil -
[email protected] AHSCA
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CONTRAST CONSTRUCTIONS PIL
DRAWING: LEVEL: AHO
PART SITE PLAN 2 012
SewER & STORMWATER
SCALE: . -
A1- 1:250
DIVERSION PLAN
A3- 1: 500
~
0
PROJECT srAlu:; :
ESSENCE APPROVAL rSSUE
PART SITE PLAN 2 of 2 M I-
SCALE 1:250
MIXED USE DEVELOPMENT
DAVID LOW WAY
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PEREGIAN BEACH 2 OF 4
Page 8
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SECTIONAL ELEVATION
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PLAN
DATUM RL 0.000 DATUM RL 0.000 DATUM RL 0.000
DIMENSIONS
OIA. A B C 0 E F G H
ISO 150 JOO 900 1000 50 ISO 200 375
225 150 JOO 900 1000 50 150 200 .50
UNE 1 1 1 1 UNE 2 2 UNE 3
JOO 225 400 1000 1750 50 250 ’60 525
DIAMETER _300 OJOO 11300 JOO DIAMETER 111225 .375 DIAMETER 111225
375 225 400 1000 1750 50 250 ’60 600
CRADE 1:5.3 1:101.2 1:33.68 1:32.4 CRADE 1:85.82 1:186.39 CRADE 1:28.20
’50 225 400 1000 1750 50 250 360 675
DISTANCE 11.736 21.571 37.050 4.052 DISTANCE 4.291 55.917 DISTANCE 1.410 525 225 400 1000 1750 50 250 360 7SO
~
0
:;: :;: ~ :;) :;:
w
’1 ~ ~ !<
ci " ~ 600 300 .70 1500 2450 75 ’SO 540 825
DEPTH TO INVERT (PIPE) - - ci DEPTH TO INVERT (PIPE) ci ci OEPTH TO INVERT (PIPE) 675 JOO .70 1500 2450 75 3SO 540 900
~
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n
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.- ..j.";’ .....;. l’il"i ,.; ,.; ,..jl"i ,.; .. ..
INVERT LEVEL (PiPE) INVERT LEVEL (PIPE) INVERT LEVEL (PIPE)
825 JOO 525 2000 3150 100 .50 675 1050
0 ~
8 ~
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,.;
~ ~ 900 300 650 2000 3150 100 .50 675 1125
SURFACE lEVEL (PROPOSED) .; ~ ~ ~ n SURFACE LEVEL (PROPOSED) SURFACE LEVEL (PROPOSED)
1050 300 6SO 2000 3600 100 ’25 800 1275
~ ....
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CHAlNAGE
~
0
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SCHEDULE
STORMWATER LONGITUDINAL SECTION LINE 1 STORMWATER LONGITUDINAL SECTION LINE 2 STORMWATER LONGITUDINAL SECTION
HORJZONTAL.: 1 ;400 HORIZONTAl,; 1:-400 .
THICKNESS OF CONCRETE TO FLOOR SlAB
LINE 3 BELOW.
VERTICAL: 1 :40 VERTICAl: 1 :40 AND SIDE WALLS VARIES
HORIZONTAL: 1:400
VERTICAl: 1 :40
PIPE OIA. 150 - 675 FLOOR SlAB 150 THICK. SIDE WAlLS 150 THICK
PIPE OIA. 750 -
1050
CULVERT OUTLET
~~N~S~RAlS::~OAN~iR~R~R
VELOCITY EXCEEDS 1.50 m/s
G 27.09.12 SlllRlIWATER lOOCSECOH "’EHOOl JS ~
F 14.06.12 LONGSEC110NS RE\1SBl JS
E 23.02.12 SW lREATIIDIT "’ENDED JS
o 16.11.11 AOORESSlNG COJNC1L Rfl JS
C 02.09.10 ISS\E FOR N’PRrN JS
8 13.a1.10 ~FOR APPROI’ JS
A 18.06.10 APPROV JS r-
ISSU ""~ REVISION OESlCHED
APPROVED f~((L SPICE CONSULTING r
D REYNOL
RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
COMPONENTS:
Q 9072 Y1i
fUENT
OBSA
1124616 Emoil
CONSTRUCTION HYDRAULICS CONSULTANTS
PO BOX 1406 BUDERIM 0 4556
Telephone 07 5445 3888
Facsimile 07 5445 3824
-
rondoIlOfirepok.com.ou
CONTRAST CONSTRUCTIONS P/L
R~
AHSCA
1--’"
WATERMAIN CONNECTION DAVID LOW WAY/GREBE
STREET DRAWING: LEVEL: AHD
SMH1/1 STORMWATER LONGITUDINAL
SEWER LINE SMH3/1 -
SCALE:
SECTION & DETAILS
STORMWATER LINES A1- 1:
SP1 A3- 1:
FI/1 -
o
ATUS
FI/2 -
OUTLET PROJECT IISSUE :
ESSENCE MIXED USE
APPROVAL I
OUTLET
G
-
GPT - SW M/H -
C,P2 -SP2
DEVELOPMENT at DAVID LOW WAY
PEREGIAN BEACH
9640~OP31
C,P1 EX SW M/H
- SHEET:
3 OF 4
Page 9
MH MH
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DATUM Rl 0.000 DATUM RL 0.000
DATUN RL 0,000
UNE . UNE
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,.
DIAMETER l1li225 DIAMETER
(1525
DIAMETER ">0
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CRADE 1:12.90 CRADE 1:392
CRADE 1:79.2 1:24.28
DISTANCE 2.581 DISTANCE 48.996
DISTANCE 51.481
on on 70....,7
S! l;t on
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0
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on
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on
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INVERT LEVEl (PIPEI ~: ::l
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SURFACE LEVEL (PROPOSED) .. ..; SURFACE LEVEL (PROPOSED) ..; ~ ~
..; SURFACE LEVEL (PROPOSED) ,.: a
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CHAJNAGE ..; CHAlNAGE
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0
~
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STORMWATER LONGITUDINAL SECTION STORMWATER LONGITUDINAL SECTION LINE 5
SEWER LONGITUDINAL SECTION
LINE 4 HORIZONTAl..: 1 :400
VERTICAL: 1 :40 HORIZONTAl.; 1 :400
HORIZONTAL: 1 :-400 VERllCAl; 1:4-0
VERTICAl.; 1:40
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EX Sl 9.JOO
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APPROVED A 18.06.12 APPROVAl. ~
.2!,/cifr<.. "SIJE DATE
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.""""ON
.IS
DESICNEO
SPICE CONSULTING l-
D REYNOLD 9072 CONSTRUCTION HYDRAULICS CONSULTANTS
RPEQ CERTIFICATION APPLIES FOR THE FOllOWING
COMPONENTS:
WATERMAIN CONNECTION DAVID LOW WAY/GREBE TO SMHl
ii
UENT
,
OSSA
1124616
PO SOX 1406 SUDERIt.4 0 4556
Telephone 07 5445 3888
Focsimile 07 5445 3824
Email -
rondoIIOfirepok.com.ou
F:~
AHSCA
1--",
r-
STREET CONTRAST CONSTRUCTIONS P/L I-
SEWER LINE SMH3/1 . SMH1/1
STORMWATER LINES
O";~~~MWATER & SEWER LONGITUDIN" LEVEL: AHO
FI/1 SP1
.
SECTION & DETAILS SCALE:
I-
FI/2 OUTLET
.
A1- 1:
A3- 1:
GPT SW M/H
. .OUTLET 0
HCB DETAIL PROJECT ’
C,P2.SP2
SCALE: 1:25 ESSENCE MIXED USE
ST~~~ROVAL I’S r-
C,P1 . EX SW M/H
DEVELOPMENT at DAVID LOW WAY
PEREGIAN BEACH
09G6, ~ OP4l
SHfET:
4 OF 4
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