Council archive · source document
Development Application part 2 of 2 · OPW12/0222
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SCRC CORRES’ONDENCE
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THIS IS THE FIRST PART OF A @
MULTIPLE PART RECORD
Checklist \ Part L Of-:2_
(Please Circle)
Application number: dCAJ L- 02-u
T:II&AMIBCS IAMIINFORMATION MANAGEMENT\RE oRmE).eGt~~tH31~Rf&lli~R~~~ Aterershe t FIRST PARTdo
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Page 2
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30
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PIPE-siZEs
THE NOMINATED DN225 PIPE
CAN BE REPLACED WITH
TWO DN150 or FIVE DN100
10,OOOLPOLYTANKS _
ON APPROVE’O BASE.
PUIF ON 225 (MIN)INTERCONNECTING
LOWARAGS4. BALANCE PIPES
MODIFY EXISTING PIT SUBMERSABlE 8GS30
-
SEE OET~IL SINGLE PHASE 3kw
_
__
LID RL 100.00 (TaM)
IL 98.00
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NOTE
THE APPROPRIATELY SIZED RISING MAIN
SHALL CONNECT THE STORAGE SYSTEM
TO THE EXISTING IRRIGATION SYSTEM
/
DOWNSTREAM OF THE EXISTING RPZD
i.e. THE STORAGE SYSTEM SHALL BE
ISOLATED FROM THE MAIN WATER
RETICULATION SYSTEM UNDER ALL
OPERATING MODES.
225 OVERFlOW PIPES
@
INTO EXISTING SOAKAGE PITS
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SI1fFE. LA~~U’i)
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1.200
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IWIIIJIjK fIN Llll T/A DRAWN DATE ’"’_
NOOSA DUNES CTS 26506 John Norden
JUNE 2012
tt u~lUeM91
-
PROPOSED
’
" & Associates ACN 010 263 f(17 SCALE
SASHTON
DESIGNED
r’
TORMWATER STORAGE
I.
Z~Ollnr E l . Structural I Civil DesIgn engineers
Suite 16’Tewantln Plaza"
AS SHOWN . ...... .
RPEQ.
DAVID LOW WAY Poinciana Avenue I PO Box 205 DRGNO.
MARCUS BEACH A Tewantln Q 4565
J9lUno8 lU9lUdo\9^aa .
Ph: 07~7137 Fax: 07 64497172
12/5,2~~
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Page 3
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75 x 75 x 6 EA CLEAT PL
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@300NOMCRS
FIX TO WAll
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WITH ONE ~s M12 i9’
&
150
MIN
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STAlN~SS STEEL MESH
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900
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120
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75x75x6EACLEATPL
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@300NOMCRS
FIX TO WALL
STAINLESS STEEL MESH.
WITH ONE SIS M12 MASS CONCRETE
(20MPaMIN)
75x75x6EA
-
FULL STRENGTH
NEW PIPE. SEAl.PIT
WELD
WALL AROUND PIPE
WITH APPROVED GROUT
AFTER APPLYING A CONTINUOUS
HYDROPHIUC SEAl.TO PIPE TYPICAL SECTION~
6mmPLATE
(CHEQUERPLATE 1:20
OR EQUIVALENT)
T:HRUST BLOC.K DETAIL
1:20
PlT DETAIL
1:20 .
NOTES
1. UNLESS NOTED OTHERWISE,ALL STEELWORK SHALL BE HOT DIP GALVANIZED
OR COATED WITH A SUITABLE .EPOXYSYSTEM. STAINLESS STEEL WHERE NOMINATED
SHALL BE GRADE 316.
2. A MAINTENANCE ’SCHEDULE SHALL BE CREATED FOR REGULAR CHECKING
AND CLENING OF THE STORMWATER DISPOAL INCLUDING THE NEW STORAGE SYSTEM.
, ,
-
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.
.
.
.’
IlAllRlNK pry LTDT/A DRAWN DATE
NOOSA DUNES CTS 26506 John Norden
SASHTON JUNE 2012
PROPOSED " & Associates AOI 010 :za 177 SCALE ’DESIGNED
TORMWATER,STORAGE.
’DAVID LOW WAY
. Structural I CMI DesIgn engineers
Suite 16’Tewantin Plaza-
AS SHOWN . . . . .
RPEQ.
PoInc:Iana Avenue I PO Box 205 DRGNO.
MARCUS BEACH A TewantIn Q 4685
Ph:07 64497137 Fax: 0764497172
In_aQJntemode.on.net
12/52-2
Page 4
t,
CATCHMENT TABLE
LEGEND:- ~
Catchment No. Area
1
(ha)
0.290
3.Om x
O (8 No.). 4.Om ABSORPTION PIT
~Km BY ..so. RCP.
REFER SHEET 25 FOR DETAILS
\_/ SITE OF
~
2 0.007 -----------@ PROPOSED STORMWATER DRAINAGE
OPERATIONAL
3 0.040
4
5
0.030
0.320
EXISTING STORMWATER DRAIN LINE cJ WORKS
6 0.680
7 CATCHI.IENT BOUNDARY
0.160 ,
8 0.067
10 0.080
11 0.090 [2] ALLOTMENT EARTHWORKS -
fiLL
12 0.057
13 0.090
14 0.108
15 0.110
16 0.010
20 0.090
21 0.050
22 0.056
23 0.043
~ -
Denotes catchment
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17
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XO\JlO , ~.:..
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" ../fItO .-___l1li_ CBS
’$- ’q,.
0",
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COOIf.. I: M!IWIOII ...MIJIII CBS
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IDIO r CBS
OAT( AIDDIIOO
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20
Drawing lille -
3.Om I 4.Om AIISORP11ON PIT
(2 No.). UNKED BY JOOf uPVC 4: STORMWATER DRAINAGE
o JOOf EMERGENCY <MRf\.OW LAYOUT AND
REFER SlfU 25 FOR DETALS
CATCHMENT PLAN
Projed -
MARCUS DUNES
GROUP T DEVELOPMENT
C5ent -
PRONOR PTY LTD
t ’!:b.
q,,,, Site-
lot 69 on MCH 5(80
DAVID LOW WAY
MARCUS BEACH
q",.
0",,,, Counc" file reference :00067
-
Ibs.
.r",~ ~... ConsUt’qJ CM &
struc:tua~
’!:b. NOTES:- COVEY PItJject McmgemenI
0,.", aAl8OClA1DPlTLm
1. 1U. PlPfS TO BE SOCKETED R\J88[R RING JOINTED loCH oee SSG MIl
&PIcnq
WITH 1YPE ’s’ 8EIlIK. -
2. All STORIIWAl[R DRAIHIGE TO BE STRICTlY IN
KEVIN COVEY BEng,cP(ng.IIfAusI.RPEQ,IISI’
ACC WITH NClOS4 SHIRE COUICt.
REQlIIlO(NIS -
REFER TO STN COUNCl DRAWINGS.
124 OUPORTlH AVENUE
J. FtW. SlJlfIcr L.OO.S cr IWfIOlES TO BE ADJUSTEO PO BOX 16
ON SIT[ TO SUfI 1U. fARlHMlRKS. t.CAROOCHYOORE OlD 4558
4. STM PlTOtING AT OUlTAllS AS DIRECTED ON SITE BY
El Ph (07) 5443 7777 Fa. (07) 5443 7577
5. IIMRT AT 1U. lIANHOlES TO BE BENCHED TO SUfI
-
H.ET AND OUTlET PIPES
0Iecked -
BAT Approved -
6. 1U. BIO<fU TO PI’ES TO BE COIoIPACTED TO 98X
Of Tl( IIAXIUUU DRY OENSIlY (STANIWlIl) WITH Design -
GIS Dr... - Gis
REPRESENTATI’ TESlN; AS REQU{STEO BY THE
Scales -
1:1000 (Al) Date -
fEB lt911
ENCINffR ON SIT[ .
7. CONTRACTOR TO SUI’PlY EHGIN[[R WITH ACCURATE A$- Ilocume..t 51 SlJIIOMSIOII APPIIOVAl
CONSTRUCTED PlANS ON COUPtfT1ON Of WORKS
%~ Project 94408 Sheet No. 11 of 38
This Ooc:unent is cop,right and shot noI be copied
withoul written approwI, nor shol it be used ncept
for the Development and the Sit.
Specified.
Used in these records
Development Application part 2 of 2Related documentApplication case desk ↗
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