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Response to Information Request - Received on 19/04/2012 · OPW11/0335
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Original PDF page 117, section 1. The text section number identifies this passage in the reader.
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10mm COMPRESSIBLE PROVIDE A PARCHEM ’OOWELFORM’
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~ MATERIAL WITH A 10mm SLEEVE WITH A 16 INSERT TO :5 APPROVED TOOL JOINT AT R16-300 GALVANISED DOWEL
10mm COMPRESSIBLE
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ALLOW FOR LATERAL MOVEMENT : LOCATIONS ON PLAN BARS, 400 LONG, SUPPORTED ON ::3
SEALANT CAPPING ...
MATERIAL WITH A 10mm
\ TO EVERY DOWEL. ~ I OOIIfl ’RA." BAR ...,.
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SEALANT CAPPING
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/S;\ \ ~ REFER SLAB NOTE
100 100
3
RE"R"~’" OF JOINT AND PRIVIDE 1 Nil
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EXISTING SLAB
REFER SLAB NOTE
..
R16-300 GALVANISED DOWEL BARS, 300 LONG,
DRILL AND EPOXY GROUT 100 INTO EXISTING
BAR EACH SIDE OF JOINT,
\ ~ R16-300 GALVANISED DOWEL BARS, 400 LONG,
SLAB, PROVIDE A PARCHEM ’DOWELFORM’ SLEEVE
WITH A 16 INSERT TO ALLOW FOR LATERAL
CONSTRUCTION JOINT CJ2
\ ’01 _._.
SUPPORTED ON DOWEL CRADLES OR BAR CHAIRS. MOVEMENT TO EVERY DOWEL.
(CONTRACTION JOINT CONCRETE MAYBE
CONSTRUCTION JOINT CJ1
-
CONSTRUCTION JOINT CJ3
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POURED CONTINUOUSLY THROUGH JOINT)
30MPa CONCRETE
30MPa CONCRETE
APPROVED CUT JOINT
, SL71 MESH
CUT AL TERNA TE WIRE
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ell
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SEMI-MOUNTABLE
KERB SM2
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~~ :omm SAND ALL JOINTS MUST BE APPROVED
~ [ill] ~ liB’ BEDDING PRIOR TO CONSTRUCTION
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JOINT - CCJ
30MPa CONCRETE
KERB AND CHANNEL NOTES:
1. REFER TO IPWEAa STD OWG SEa R-OOBO FOR FULL DElAILS OF KERB AND
DENOTES 200mm THICK CONCRETE SLAB ON
~~
’-" DENOT S 100mm THICK CONCRETE SLAB ON
[ill] GROUND REINFORCED WITH 5L92 MESH TOP. CHANNEL.
GROUND REINFORCED WITH SL72 MESH TOP. 1. SUBSOIL DRAINS ARE TO BE INSTALLED UNDER ALL KERB AND CHANNEL/KE’RB IN
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~o 30mm COVER, ON UNBOUND PAVEMENT TYPE
:z ’" 30mm COVER, ON 50 SAND BEDDING. ACCORDANCE WITH IPWEAa STD DWG SEa R-0140 UNLESS OTHERWISE DIRECTED
o~ 1.5 ICB5 151 150mm MIN. THICK, COMPACTED TO
~>- TYPICAL U.N.O. BY THE ENGINEER.
’-"... 100% ROD. TYPICAL U.N.O.
~ DENOTES 150mm THICK CONCRETE SLAB ON 3. CAPPED CLEANING CONNECTIONS SHALL BE PROVIDE AT THE HEAD OF DRAINS
V> :> []ill GROUND REINFORCED WITH SLBl MESH TOP. DENOTES 150mm THICK CONCRETE SLAB ON
~~
30mm COVER, ON UNBOUND PAVEMENT TYPE
[1ill GROUND REINFORCED WITH SL92 MESH TOP. lOmm AND AT MAXIMUM 100m SPACES.
4. OUTLETS SHALL BE PROVIDED AT ALL PITS, HEADWALLS, ENDS OF KERB AND
1.5 ICB5 151 150mm MIN. THICK, COMPACTED COVER, AND N16-200 EACH WAY BOTTOM, 50mm
CHANNEL/KERB OR OTHERWISE AT MAXIMUM 100m SPACES.
TO 100% ROD. TYPICAL U.N.O. COVER, ON UNBOUND PAVEMENT TYPE 1.5 ICB5 151
150mm MIN. THICK, COMPACTED TO 100% ROO.
5. OUTLETS NOT AT DRAINAGE PITS OR HEADWALLS SHALL BE PROVIDED WITH A
TYPICAL U.N.O. CONCRETE HEADWALL AND APRON WITH MARKER POST,
~ FULL DEPTH 10mm
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COMPRESSIBLE MATERIAL
a>;!; 150 150 450
",:E WITH A 10mm SEALANT
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CAPPING.
PROFILE TO
MATCH SURFACING FALL
EXISTING TO INVERT ANO
PIT
30MPa CONCRETE
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-_/ .................. SELECTED FILTER
’- MATERIAL AS
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PER COUNCIL
PRAM RAMPS TO COMPLY WITH SPEC. ;!;
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IPWEAa STANDARD DESIGN. =
REFER TO IPWEAa SHEETS SEa ~
R-090 AND SEa R-091. TYPICAL.
100 SLOTTED ! 100 SLOTTED
CORRUGATED P.V.c. PIPE
CORRUGATED
DAVID P.V.C. PIPE
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LOW w
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B
....
6 4
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2
SCALE 1:200
10m
:
WAY
SEMI-MOUNTABLE KERB TYPE SM2 BARRIER KERB AND CHANNEL
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PROJECT DRAWING TITLE ASSOCIATED CONSULTANT
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--~ TOD CONSULTING PTY. LTD.
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PROPOSED ACCOMODATION AND SITE FRONTAGE 20
U.JI. 3!12I1OSm
Mary Street, NoosQville
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COMMERCIAL DEVELOPMENT WORKS DETAILS TODCONSULTlNG P.O. Box 61, Noo,a,ill. DLD 4566
Phon. (07) S449 9600 Fax (07) 5449 9494
EMail: [email protected]
=1;:l::~ J 11.4.12 REVISED AS CLOUDED Web:
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lofttlr-t.lu__A ..,..,..,.todconsulting.com
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’ESSENCE OF PEREGIAN’ STAGE 1 H
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21.11.11
11.10.11
REVISED TO SUIT COUNCIL RFI
AMENDED AS CLOUDED
ENGINEERS
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F 14.0B.l1 CONSTRUCTION STAGING ISSUE D..,~. PRYSTUPA A. VENESS MAY 1010
PIIlItIIAlYDET.u.s. DAVID LOW WAY E 30.11.10 OPERATIONAL WORKS ISSUE M8 Chtthd Ch.cII~ $CD.ll
r;=~:.t~’= 0 6,07.10 SITE PLAN UPDATED
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27 AMBEREl.lf PlACE CHAPEL Hili
STRUCTURAL CIVIL B. GEORGE H. GRAY 1:100
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PEREGIAN BEACH for essence C 15.06.10 ASP HALT OVERLAY ADDED
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FAX (07)33789173
Shed Na. A.pproved Ootln
3 of 8 D. REYNOLDS AHD
:-:::r..... -, B 10.06.10 OPERATIONAL WORKS ISSUE PHONE (07)3678 1026 APSltoved
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SCANLON PROPERTY GROUP of peregian beach A IB.05.10 PRELIMINARY ISSUE D. REYNOLDS RPEQ 9072 g Job Na. Drawing No. IsSUI
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10525 C3
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