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Viridian Stage 3 Documentation A3 [As Published] · 142008.256
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Original PDF page 51, section 1. The text section number identifies this passage in the reader.
LANDSCAPE ARCHITECT
EXPANSION JOINT - 10mm COMPRESSIBLE
P1 - 100 THICK 25mpa BROOM FINISHED MATERIAL AND COLOUR SEALANT AS SPECIFIED
STANDARD GREY INSITU CONCRETE
PAVEMENT AS SPECIFIED 500 LONG R16 HDG BAR @ 400 CCS. GREASE CLIENT
ONE END AND PROVIDE EXPANSION CAP
P2 - RANDOM CRAZY SANDSTONE
RF72 FABRIC 40 TOP COVER
PAVEMENT AS SPECIFIED
AS SPECIFIED
100 THICK BROOM FINISH 25MPA CONCRETE
BASE SLAB WITH RF72 FABRIC 40 TOP COVER P1 - 125 THICK 25mpa BROOM FINISHED
AS SPECIFIED. STANDARD GREY INSITU CONCRETE
PAVEMENT AS SPECIFIED
100
50 100
P2 - RANDOM CRAZY SANDSTONE
PAVEMENT AS SPECIFIED KEY PLAN
RF72 FABRIC AS SPECIFIED.
MIN 40mm TOP COVER
400
10mm COMPRESSABLE MATERIAL AND
30 THICK BEDDING SAND AS SPECIFIED COMPACTED SUBGRADE AS SPECIFIED COLOUR SEALANT AS SPECIFIED
PAVEMENT WITH EXPANSION JOINT (if ordered)
100
100
TYPICAL DETAIL
1 SCALE 1:10
NOTES
400 MIN OVERLAP
CONSTRUCTION JOINT. FINISH HERE
WITH FABRIC PROTRUDING.
NOTE: TO P1 PATHWAY, INSTALL CONTROL
JOINT AT TYP. (3m) CENTRES AND COMPACTED SUBGRADE AS SPECIFIED
EXPANSION JOINTS AT TYP. (18m) CENTRES.
REFER TO TYPICAL DETAIL. 30 THICK BEDDING SAND AS SPECIFIED
PAVER JOINT AT SLAB - ALIGN JOINTS IN SLAB WITH SANDSTONE PAVEMENT FINISH AS SPECIFIED
JOINTS IN PAVERS. ALTERNATIVELY PROVIDE JOINT - WHERE APPLICABLE
IN PAVER TO MATCH JOINT IN SLAB. SEAL JOINT AS
PAVEMENT FINISH - REFER TO PAVEMENT INTERFACE WITH CONSTRUCTION/CONTROL JOINT
SPECIFIED
SEALED EXPANSION JOINT AS SPECIFIED
LANDSCAPE PLANS
RF72 FABRIC AS SPECIFIED. CENTRALLY 4 SCALE 1:10
COMPACTED SUBGRADE AS SPECIFIED LOCATED. 40 TOP COVER.
50
30 THICK BEDDING 400 400
SAND AS SPECIFIED
R16 x 500 LONG HDG DOWELS AT MAX 450mm
SPACINGS. GREASE ONE END AND PROVIDE
EXPANSION CAP.
NOTE: FOR P1 PATHWAY INSTALL CONTROL
JOINT AT (3m) CENTRES AND EXPANSION
PAVER JOINT AT SLAB - ALIGN JOINTS IN SLAB WITH
2 EXPANSION JOINT - TYPICAL DETAIL
JOINTS AT (18m) CENTRES. REFER TO
JOINTS IN PAVERS. ALTERNATIVELY PROVIDE JOINT
TYPICAL DETAIL.
IN PAVER TO MATCH JOINT IN SLAB. SEAL JOINT
SCALE 1:10
SANDSTONE PAVEMENT FINISH AS SPECIFIED
25 MIN./35 MAX.
WITH COLOUR SEALANT AS SPECIFIED
- WHERE APPLICABLE
CONSTRUCTION / CONTROL JOINT. TOOL PAVEMENT FINISH - REFER TO
FINISH JOINT AS INDICATED AND SPECIFIED - LANDSCAPE PLANS
SAW CUT JOINT WHEN UNDER UNIT PAVING SHEET DETAILS
RF72 FABRIC AS SPECIFIED. MIN 40mm TOP
COMPACTED SUBGRADE AS SPECIFIED COVER. FOR CONTROL JOINT CUT EVERY SECOND
BAR IMMEDIATELY BELOW JOINT. 400 MIN LAP
2m 0m 2m 4m 10m
SCALE: 1:200 @ A1 size sheet
DEFLECT MESH
DOWNWARDS
BENEATH JOINT Do not scale from this drawing.
Verify all dimensions on site prior to construction.
All dimensions are in millimetres unless otherwise noted.
AMENDMENT / ISSUE REGISTER
Issue Description Date Sign
FOR CONSTRUCTION JOINT ONLY - FINISH CONCRETE
HERE WITH FABRIC PROTRUDING. MIN 600 LAP
P1 PRELIMINARY REVIEW 18.12.07
EXISTING BUILDING EDGE - REFER ISOLATION JOINT - 10mm COMPRESIBLE MATERIAL OP1 OPERATIONAL WORKS ISSUE 16.01.08
TO SETOUT AND LEVELS & COLOURED SEALANT AS SPECIFIED OP1 OPERATIONAL WORKS ISSUE 01.02.08
DRAWINGS FOR SETDOWN
5 CONTROL/ CONSTRUCTION JOINT DETAIL P2 PRELIMINARY REVIEW 05.02.08
1 No N12 TRIMMER CONT LAP 600. ALTERNATIVELY
T1 TENDER ISSUE 06.02.08
ENSURE FIRST WIRE OF MESH IS WITHIN 50mm OF SCALE 1:10
EXISTING PAVEMENT SLAB EDGE & N12 TRIMMER MAY BE DELETED OP1 OPERATIONAL WORKS ISSUE 12.02.08
SLAB OR TOP OF KERB
PAVEMENT FINISH - REFER TO LANDSCAPE PLANS
PROJECT
VIRIDIAN
STAGE 3
50
TYPICALLY THICKEN CONCRETE
SLAB EDGE 50mm AGAINST
BUILDING/ BOUNDARY
COMPACTED SUBGRADE AS SPECIFIED TITLE
400
DETAILS
EXISTING STRUCTURE/NEW PAVEMENT/PROPERTY BOUNDARY
3 SCALE 1:10
DRAWING INFORMATION
Design Drawn Date Scale Checked
DH JL 12.02.08 1:200
Project No. Drawing No. Issue
0551 2059.02 L-DT-906 OP1
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