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PART Response to Information Request · OPW11/0335
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10mm COMPRESSIBLE PROVIDE A PAREHFM 'OOWELFORM'
PRAM RAMPS TO COMPLY WITH MATERIAL WITH A 10mm SLEEVE WITH A 016 INSERT TO APPROVED TOOL JOINT AT R16-3OB GALVANISED OLWEL 1 NR BAR
BARS. 400 LONG SUPPORTED ON 10mm COMPRESSIBLE
IPWEAD SIANOARG DESIGN. SEALANT CAPPING ALLOW FOR LATERAL MOVEMENT LOCATIONS ON PLAN
. DOWEL CRADLES OR FAR (HAIRS- MATERIAL WITH A 10mm
RIFER IPWEAD SHEETS RIO TO EVERY DOWEL. I
SEALANT CAPPING
EXISTING SLAB
STOP MESH 50mm EACH SIDE
A16-300 GALVANISED DOWEL BARS. 300 LONG,
OF JOINT AND PRIVIDE 1 N12
REFER SLAB NOTE DRILL AND EPOXY GROUT 100 INTO EXISTING
BAR EACH SIDE OF JOINT,
SLAB. PROVIDE A PAR(HEM 'DOWELFORM' SLEEVE
R16-300 GALVANISED DOWEL BARS, 400 LONG, WITH A 016 INSERT TO ALLOW FOR LATERAL
SUPPORTED ON DOWEL CRADLES OR BAR (HAIRS. CONSTRUCTION JOINT CJ2 MOVEMENT TO EVERY DOWEL,
CONSTRUCTION JOINT CJ1 (CONTRACTION JOINT - CONCRETE MAY BE CONSTRUCTION JOINT CJ3
POURED CONTINUOUSLY THROUGH JOINT)
(EXPANSION JOINT) 30MPa CONCRETE
30MPa CONCRETE
30MPa CONCRETE APPROVED CUT JOINT
CUT ALTERNATE WIRE
14- 5L12 MESH OF MESH ALONG LINE
01 SO COVER
(J1 d( i OF JOINT
SEMI-MOUNTABLE
KERB SM?
SOmm SAND ALL JOINTS MUST BE APPROVED
250 a? BEDDING PRIOR TO CONSTRUCTION
SEMI-MOUNTABLE
KERB SM2 STORAGE TANK CRACK CONTROL
EXTERNAL WAS R SLAB REFER
PRA.1.
:
,•^y,^,^
1 gAMPS TO COMPLY WITH
s 01,
STRUCTURAL SHEETS 531 AND JOINT - CCJ
S32
IPWEAd STANDARD DESIGN. 30MPa CONCRETE
REfltR2 TO PWEAO SHEETS SEQ
R,190 AND SED R-091. TYPICAL.
KERB AND CHANNEL NOTES:
1.REFER TO IPWEAQ STD DWG SEO R-0080 FOR FILL DETAILS OF KERB AND
DENOTES 200mm THICK CONCRETE SLAB ON
DENOTES 100mm THICK CONCRETE SLAB ON CHANNEL.
GROUND REINFORCED WITH SL92 MESH TOP.
GROUND REINFORCED WITH SL72 MESH TOP. 2. SUBSOIL DRAINS ARE TO BE INSTALLED UNDER ALL KERB AND CHANNEL/KERB IN
30mm Cms, ON UNBOUND PAVEMENT TYPE
JO= COVER N5t SAND BEDDING ACCORDANCE WITH PWEAD STD 1 WOSEI2 R=0140 TJNLISS OTHERWISE--DIRECTED
2.S (CBS 151 1SOmm MIN. TFO(K, COMPACTED TO
TYPICAL U.N.O. BY THE ENGINEER.
100% ROD. TYPICAL U.N.O.
DENOTES 1S0mm THICK CONCRETE SLAB ON 3. CAPPED CLEANING CONNECTIONS SHALL BE PROVIDE AT THE HEAD OF DRAINS
GROUND REINFORCED WITH SL82 MESH TOP. DENOTES 2S0mm THICK CONCRETE SLAB ON
AND AT MAXIMUM 100m SPACES.
30mm COVER, ON UNBOUND PAVEMENT TYPE GROUND REINFORCED WITH SL92 MESH TOP. 30mm
4. OUTLETS SHALL BE PROVIDED AT ALL PITS. HEADWALLS, ENDS OF KERB AND
2.5 ICBS 1S) 150mm MIN. THICK, COMPACTED COVER, AND N16-200 EACH WAY BOTTOM, SOmm
COVER, ON UNBOUND PAVEMENT TYPE LS ICBS 15) CHANNEL/KERB OR OTHERWISE AT MAXIMUM 100m SPACES.
TO 100% ROD. TYPICAL U.N.O.
150mm MIN. THICK. COMPACTED TO 100% ROD. S. OUTLETS NOT AT DRAINAGE PITS OR HEADWALLS SHALL BE PROVIDED WITH A
TYPICAL U.N.O. CONCRETE HEADWALL AND APRON WITH MARKER POST.
NEW R.C. FOOTPATH.
FULL DEPTH 10mm
MINIMUM WIDTH ID
COMPRESSIBLE MATERIAL 150 150 4SC
BE 2.Om TYPICAL.
WITH A 10mm SEALANT
CAPPING.
PROFILE TD
HATCH SURFACING FALL
SITION OF EXISTING TO INVERT AND
C
SHELTER. PIT
2004EAN MIX
200mm LEAN MIX
rr
SELECTED FILTER SELECTED FILTER MATERIAL
MATERIAL AS SUBSOIL CLEANING AS PER COUNCIL SPEC.
PER COUNCIL POINT TO DETAILS ON
PRAM RAMPS TO COMPLY WITH SPEC. IPWEAD SID DWG No
IPWEAQ STANDARD DESIGN. TYPE A OR B CLEANING
R 0146.
REFER TO IPWEAQ SHEETS SED CONNECTION
13.800
R-090 AND SEO R-091. TYPICAL-
EAISTNG CONCRETE ME 100 0 SLOTTED
EXISTING KERB AND '
RI CORRUGATED P.P.C. PIPE
CHANNEL TO BE REMOVED
EXISTING PEDESTRIAN
CROSSING
LOW h m
200 MN
225 MIN
WAY
1086420
L1 I I I I
SEMI-MOUNTABLE KERB TYPE SM2 BARRIER KERB AND CHANNEL
SCALE 1:200
PAO)t41 DRAWING TITLE ASSOCIATED CONSULTANT
TOD CONSULTING PTY. LTD.
PROPOSED ACCOMODATION AND SITE FRONTAGE GAG: 92UNS9I:I
i
4Lx m01M100
10 Mory Slred, it, OLlte
COMMERCIAL DEVELOPMENT WORKS DETAILS TOD P0. B.. 61, Noosarill 010 4566
Phone 1071 5449 9600 Fo. (07) 5449 9494
EMolt enqulries0todconsuIting.rom
Web wow Iodconsull.ngcon
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21,11.11
11.10.11
24.09.11
30.11.10
6.07.10
15.06.10
REVISED TO SUIT COUNCIL All
AMENDED AS CLOUDED
CONSTRUCTION STAGING ISSUE
OPERATIONAL WORKS ISSUE
SITE PLAN UPDATED
ASPHALT OVERLAY ADDED
CARL BRUNS.U
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STRUCTURAL CIVIL
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