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Change to Sewer Connection plans · OPW11/0335
Plans and drawings: the text below has words only, no drawings.
SCRC CORRESPONDENCE
" "1 1 1 "1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
80542073
TOO
consulting engineers
DR:AS 10525-9
YOUR REF: ML011 :II005:0PW11/0335
18 September 2012
The Chief Executive Officer
Sunshine Coast Council
Locked Bag 72
SCMC QLD 4560
ATTENTION: Mark Lewis
Dear Sir
RE: PLAN AMENDMENTS OPW 11/0335 -
ESSENCE OF PEREGIAN
I refer to our discussions and e-mails regarding the sewer connection to the existing
Hotel and advise that an alternative connection point is now proposed. The change has
been made to avoid the need for a resource entitlement and easement over the park for
the connection to the sewer manhole in the adjacent park. In addition the change is
supported by Unitywater, minimises disruption to the Hotel during construction and
reduces impacts on future development of the Hotel site.
As such please find attached 3 copies of following documentation for your review:-
Spice Consulting Hydraulic drawings 964-0P1J, OP2L and OP4B 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
(BOX:.c}/!?I ....
R: ....fQ........I~
DOUG REYNOLDS
TOD CONSULTING
blc Unitywater -
Noel Killip
Contrast Constructions -
Gerard Durkin
Sunshine Coast: 0754499600 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 TOO CONSULTING PTY LTD ABN: 39128805336
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Page 2
"
KEY PLAN
NTS
GENERAL NOTES
1)OBTAIN All NECESSARY APPROVALS FROM All. AllTHDRrTlES HA.V\NG JURtsDICllON
AND PAY All. FEES DUE.
2)AU. WORK SHALl COMPlY wtrn THE REQUIREMENTS OF THE LOCAL AUTHORITY
HA.VlNG JURlSDlcnON AND WITH THE REQUIREMENTS OF ALL REllVANT AUSTRAI..Wi
STANDAADS.
3)~~~~F~~~T1~fs:’.u. EXlsnNG SEJMCES PRIOR TO THE
\mH
4)~ ~~sm~~~~~~~,~O~~TN~N10G~~D~W~
OETAlLED COSTINGS OF AS-CONSTRUCTED WORKS SI-Wl. ALSO BE SUBMmEO
WITH THIS OATA., WITH COST DISSECTIONS BEING COMPlETED IN ACCORDANCE
WITH STANDARD FORMS OF ll-IE GUIDWNES.
5)THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION Of All EXtSTlNG
SERVICES PRlOR TO COMMENCEt.lENT Of CONSTRUCTION AND SI-Wl. BE RESPONSIBLE
FOR lHE COST Of RECTlFlCATION Of AJf’( DAMAGE WHICH MA.Y OCCUR. iHE LOCATION
OF EXISTING 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)~~~~~~~~~~~UI~~~ ~~~~~ARE lHE
CHANGES 10 ORIGiNAl DESIGN AND ALLOW ALL COSTS FOR THE PREPARAllOH OF
’AS-CONSTRl.IC1ED’ DRAWINGS IN AN ROVED aECTRONIC fORMAT.
7)~OA Sw:E~~ND~M~~ERt:t’JrJy ~=CJ~Rsfu:H’:rffO~~ SITE
AN’( CLAlIo! FOR VARIATION ON THE BASIS OF lACK OF KNOWLEDGE OF SITE
CONDmONS SHALl NOT BE ACCEPTED.
8)WHERE A PARTICUlAR MANUFACllJRERS PRODUCT IS SPECIFIED OR NOTED,
ornER MANUFACTURERS PRODUCTS UAY BE SUBSTTTlJTEO.
SUBSTTTlJTEO PRODUCTS MUST HAVE PERfORMANCE AND LONGETMTY
CRrTERlA EQUAl.. TO OR GREATER ~ rnE SPECIFlED PRODUCT.
DOCUMENTED PROOF OF SAID CRITERIA MAY BE REQUIRED.
9)mY FENCING AROUND ’THE PERI~ETER OF lHE PROPERTY THAT IS R 0VED OR
DAMAGED AS A RESULT Of WORKS ASSOCIA.TED WITH lHE SEWER REl.OCA11ON IS TO
BE RESTORED TO ITS PRESENT CONomON AT ’THE CONTRACTORS EXPENSE.
10)UNLESS PRIOR PERMISSION HAS BEEN GRANTED BY UNfTY’NATER, THE CONTRACTOR
SI-W.l ARRANGE fOR LNE SEWER WORK TO BE UNDERTAKEN BY UNITYWATER
DAY LABOUR. All COSTS SHALl. BE MET BY CONl’RACTOR.
11) CONTRotCTOR TO MAKE ARRANGMENTS TO DIVERT SEWAGE FROM UPSTREAN SEViER
MAIN WHILST CONSTRUCllON Of SE"NER DIVERSION TAKES PlACE.
12)ALL SEWERS SHAlL BE 150t1 uPVC CLASS SN8 R.R.J. TO AS 1260 UNO.
SEWERS DEEPER THAN 3m SHAll BE uPYC ClASS 12 PRESSURE PIPE TO AS Hn
OR PRIOR APPROVED EQUIVALENT. INSIDE EDGE OF ClASS 12 PIPE SHAlL BE
CHAMFERED TO PROVIDE A SMooTIi TRANSmON TO OTHER ClASSES Of PIPE.
1 J) AUGNMENT: WITHIN LOT
-
FRONT &: REAR BOUNDARIES: 1.5m
SIDE BOUNDARIES: 1.0m
FOOTPATH: 2.BOm FROio! FRONT ALIGNMENT
14) BEDDING SHALL BE lYPE 1 UNO AND PlACED AS PER STD DWG 9813.
IN COASTAL SAND TERRAIN, EXCAVATED MATERIAL MAY BE USED SUBJECT TO
MJPRCN BY MANAGER. IN OiHER AREAS USE 5-10mm WASHED SCREENINGS
OR 20mm WASHED SCREENINGS AS ORDERED BY WORC MANAGER
MINIMUM COVER SHALL BE I.COm FOR ALLOTMENTS &: FOOTPATHS &: 1.50m FOR
ROADWAYS.
15) MANHOLES SHALL BE 1050" PRE-CAST UNO &: CONSTRUCTED ~ PER
TliE lOCAl AUTHORmES STD owes
16) MANHOLE UDS SHALl. BE FlNISHED:
FOQTPAiHS FlUSH WITH SURFACE
-
ALLOTMENTS O.075m ABOVE Fl
-
All MUST FOLlOW THE SLDPE AND BAnER OF ADJOINING TERRAlN.
NOTE:
All WORKMANSHIP ts TO BE TO THE Sl\TISFACl10N OF THE
UNITY WATERS WATER AND SEWERAGE ENGINEER.
J 17.09.12 SEWER OMRSION REV1SID .IS
H 23.02.12 SW 1REA1)jENT ANENOBl .IS
0
G 17.11.12 STAGE I STORNWAIIR ADDED .IS N
F 16.11.11 AOORESSION COUNCIl RA .IS
E 02.09.10 ISSUE FOR APPROVAl .IS
0 13.08.10 ISSUE FOR APPROVAl .IS
C 10.08.10 ISSUE FOR APPRO’IAl .IS
B 14.07.10 PRElJIIlNARl’ ISSUE .IS
A 18.06.10 M’f’RO’IAl .IS
t$SU DATE REVISION DE51GNED
PART SITE PLAN of 2 SPICE CONSULTING -
LEGEND
PROPOSED SEWER
PROPOSED STORMWATER
PROPOSEO WATER
RISING MAIN
ABBREVIATIONS
m.
Fl
FSL
HeB
FlNISHED flOOR LfVEL
AEID INLET
flNISHED SURFACE LEVEl.
HOUSE CONNECTION BRANCH
SANITARY PLUMBING & DRAINAGE
1) AlL ~ITARY DRAlN stW.I.. BE 100 CIA. AT 1.65X fAlL U.N.O.
MATERIALS:
HOUSE DRAINAGE PYC aASS r:ItN
STORMWATER & DOWNPIPES
1) AU. STORMWATER DRAINAGE SHAll BE 100 CIA. AT lX FALL U.N.O.
2) DOWNPIPE SIZES STATED ARE MINIMUM REQUIRED CROSS-SECTIONAl
AREAS.
SCALE 1:250
iff
r1i
lIENT
OBSA
1124616 Emoil
CONSTRUCTION HYDRAUUCS CONSULTANTS
PO BOX 1406 BUDERIM 0 4556
~~~~~~:oOi t4":t 1:28:
-
[email protected]
CONTRAST CONSTRUCTIONS P/L
~
AHSCA
-~
-
SOIL. WASTE AND VENT PIPE PYC ClASS r:ItN
~ Q9072 _
EXlsnNG WATER --w--w--W- HOG HOT DIPPED GALVANIZED TRADE WASTE mRIFlED QAY / HOPE: IN GROUND FOLLOWING
DOWNPIPES PVC CLASS rYtN RPEQ CERTIFICATION APPLIES FOR THE
EXISTING SEWER -
-s--.-s--.-s--.-5-- CP GULLY PIT HOPE / POL’l’PROP’r1.fNE ABOVE GROUND
COMPONENTS: DRAWING: LEVEL; AHD
EXISTING HOUSE ORAlN -
-HD- -HD- -HD- CPT GROSS POWTANT 1RAP STORMWATER PVC ClASS SW HEAVY UNO WATERMAIN CONNECTION DAVID LOW PART SITE PLAN 1 of 2
/"-...
EXISTING STORt.1WATER -
-sw- -S’N- -sw- lAW IN ACCORDANCE WITH WAY/GREBE STREET SEWER & STORMWATER
SCALE: ~
ABANDONED SERVICE IL INVrnT lE\IEL
SUBSOIL DRAINAGE PERFORATED P’VC (DN100 U.N.O.) IN FILTER SOCK RELOCATION OF SewER MANHOLE NORTH WEST
CORNER OF SITE
DIVERSION PLAN A1-
A3- 1:500
1:250
00-
PROPOSED lEVEl. + 10 INSPECTION OPENING
3.15,,";-" STORMWATER LINES
PROJECT ^OU, :
o
EXISTING Lf.VEL
OEN()l[5 LATER STAGES Of DEVElOPMENT
~~~a~
DB
RL
OBUQUE TIE
REDUCED lE\IEL
F1/1- SP1
FII2- OUTLET ESSENCE APPROVAL rSSUE
GPT SW MIH
. .OUTLET
MIXED USE DEVELOPMENT
DWG. No, J-
RPO
SWMH
REAL PROPERTY DESCRIPTlON
STOfWWATER WANHOLE
C.P2 SP2
C,P1
-
. EX SW Mn-i DAVID LOW WAY
964 -
OP1 I
~ SHEET,
UNO UNl.[SS NOTED OTHERWISE 1
PEREGIAN BEACH OF 4
Page 3
KEY PLAN
fiTS
APPROVED
D REYNOLD
RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
COMPONENTS:
WATERMAIN CONNECTION DAVID LOWWAY/GREBE
STREET
RELOCATION OF SEWER MANHOLE NORTH WEST
CORNER OF SITE
STORMWATER LINES
Flt1 -
SP1
Flt2 -
OUTLET
GPT -
SW M/H -
OUTLET
C,P2 -SP2
C,P1 EX SW M/H
-
K 14.06.12 SRlRllWAlER Ll\ti:S RE’I1SED .IS
J 31.05.12 STORlAlER I’IPEWORK REVISED .IS
H 23.02.12 SW 1REATllEIIT AMENDED .IS
G 17.11.11 STAGE 1 STORlIWAlER ADDED .IS ~
F 16.11.11 ~NG COUNOl Rf1 .IS
16.6 E 02.09.10 ISSUE FOR APPROVAL .IS t-
o 01.09.10 ISSUE FOR APPROVAL .IS
C 13.08.10 ISSUE FOR APPROVAL .IS
B 14.07.10 PREU"INARt ISSUE .IS
L 17.09.12 SFIIER DIVERSION RE\1SED .IS
ISSUE DATE REVISION DES""ED
SPICE CONSULTING
r1i
UENT
OSSA
CONSTRUCTION HYDRAULICS CONSULTANTS
PO SOX 1406 SUDERIM 0 4556
Telephone 07 5445 3888
Facsimile 07 5445 3824
1124616 Emoil [email protected]
-
CONTRAST CONSTRUCTIONS P/L
~
AHSCA
-~
I-
DRAWING LEVa: AHD
:
PART SITE PLAN 2 of 2
! /""-
SEWER & STORMWATER
SCALE: I~I-
A1- 1:250
DIVERSION PLAN
~- 1:500
00
o
PROJECT A,u.
ESSENCE APPROVAL rSSUE’ I-
PART SITE PLAN 2 of 2 L
SCAlE 1 :250
MIXED USE DEVELOPMENT
DAVID LOW WAY
D9G 40._ OP2!
SHEET,
PEREGIAN BEACH 2 OF 4
Page 4
H ""
, ,
F12
.
~ ~
DISCHARGE OVER STONE
PITCHED SPILL WAY (ACCESS
ROAD) VIA CONCRETE HEADWAll.
GRACING INTO 810RETENTION
BASIN Clb.
----------------- ---
-
\
........_
SURCHARGE PIT SP2 IN
Bl0-RETENTlON BASIN
C’.
CAlUM RL 0.000 DAlUt.C RL 0.000 CAlUM RL 0.000
UNE . UNE UNE
DIAMETER .225 DIAMETER ’525 DtAMETER "50 ,uso
GRADE 1:12.90 GRADE 1:392 GRADE 1:99.20 1:27.08
DISTANCE 2.581 DISTANCE -48.996 OlSTANCE 46.625 70.417
on 0
~ ~ ~ ~ ~ g ~
ci ci ci ci .; ..; ci
DEPTH TO INVERT (PiPE) DEPTH TO INVERT (PiPE) DEPTH TO INVERT (PIPE)
" 0
~ ~ ~ on g ~~ ~
INVERT l.(PIPE) ..; ..; INVERT l.(PIPE) ::i ::l INVERT lEVEL (PIPE)
;:; wi wi ..;
~ ~ ~ !;; ~ !
.. ..; ..; ..; SURFACE lEVEL (PROPOSED) "
SURFACE l.(PROPOSED) SURfACE UVEL (PROPOSED)
"
g ~ ~ ~ ~
CHAlNAGE
~ ::i CHAlNAGE ci ~ CHAlNAGE ci ~
STORMWATER LONGITUDINAL SECTION STORMWATER LONGITUDINAL SECTION LINE 5 SEWER LONGITUDINAL SECTION
HORIZONTAL: 1 :400 HORIZONTAL: ’:400
LINE 4 VERTICAL: 1:40
VERl1CA1....: 1:40
HORIZONTAL: 1 :400
VERTICAL: 1:-40
~
B 17.09.12 SEWER LONG SECTION JS
APPROVED 1fr*7/rl.._ A ’6.06.12 APPRO\’AI. JS
-
ISSUE O.t.TE RE.VISlON DESlGNm
SPICE CONSULTING
D REYNOL EQ 9072 -
RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
COMPONENTS:
WATERMAIN CONNECTION DAVID LOWWAY/GREBE
STREET
r1i
UENT
OSSA
CONSTRUCTION HYDRAULICS CONSULTANTS
PO SOX 1406 SUDERIM 0 4556
Telephone 07 5445 3888
Facsimile 07 5445 3824
1124616 Emoil [email protected]
-
CONTRAST CONSTRUCTIONS P/L
~
r--
AHSCA
-
_
_
’"
RELOCATION OF SEWER MANHOLE NORTH WEST
CORNER OF SITE DRAWING: LEVEL: AHD
STORMWATER LINES STORMWATER & SEWER LONGITUDIN
SCALE:
SECTION & DETAILS -
FII1-SP1 A1- 1:
FI/2 - OUTLET 1>.3- 1:
0
GPT SW M/H OUTLET PROJECT I"’AlUS :
-
C,P2 -SP2
-
ESSENCE MIXED USE APPROVAL rlSSUE
B-
C,P1 EX SW M/H
-
DEVELOPMENT at DAVID LOW WAY
PEREGIAN BEACH
D9G64.~ OP41
SHEET:
4 OF 4
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