Council archive · source document
Proposal Plans A191211 GJGSCN Chandler - SITE PLAN - PRELIM C · MCU20/0022
Plans and drawings: the text below has words only, no drawings.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
Tree Legend
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TREE SCHEDULE
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1 GUM 0.50 m 8.0 m 12.0 m
! ;1 ! " ! 2 GUM 0.60 m 12.0 m 15.0 m
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1 ? !1 4 TREE 0.60 m 10.0 m 12.0 m
1 ! " 5 GUM 0.60 m 12.0 m 17.0 m
;
6 GUM 0.60 m 12.0 m 17.0 m
! 8
7 TREE 0.30 m 7.0 m 10.0 m
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8 TREE 0.30 m 7.0 m 10.0 m
8 ) )") 8 9 GUM 0.70 m 12.0 m 15.0 m
! ;" ! ? ) ! 63.720 m 10 GUM 0.70 m 15.0 m 20.0 m
% ! 11 GUM 0.70 m 15.0 m 20.0 m
339° 23' 42"
12 TREE 0.50 m 10.0 m 15.0 m
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© COPYRIGHT EXCLUSIVE 1
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 !? A 11/02/2020 "
[OCR of page images]
PATHWAY & DRIVEWAY NOTES:
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
MINIMUM FALL OF 1 IN 100 (1%).
THE MAXIMUM GRADE OF DRIVEWAYS SHALL
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE
NEAR THE MAXIMUM, A TRANSITION ZONE AT
EITHER END MAY BE REQUIRED. REFER TO NCC
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS.
CHECK WITH LOCAL AUTHORITY
REQUIREMENTS PRIOR TO CONSTRUCTING ANY
DRIVEWAYS, PATHWAYS OR CROSSOVERS
BETWEEN THE PROPERTY BOUNDARY AND
ROAD KERB.
CLEAR THE AREA OF ALL TOPSOIL AND
ORGANIC MATTER.
PROVIDE A LAYER OF SAND A MINIMUM OF
20mm THICK UNDER THE SLAB, COMPACTED.
AND LEVELLED.
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
SALINE AREAS, LAPPED 200mm AT JOINS AND
TAPED.
SLAB THICKNESS SHALL BE:
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1
LAYER SL52 MESH,
VEHICULAR DRIVEWAYS (TO 3t GROSS) -
100mm THICK WITH
1 LAYER SL62 MESH.
30mm MINIMUM TOP COVER TO ALL
REINFORCEMENT, CONCRETE STRENGTH SHALL
BE N20 MINIMUM.
JOINTS ARE REQUIRED IN ALL CONCRETE
PATHWAY AND DRIVEWAY SLABS -
ISOLATION JOINTS MUST BE PROVIDED WHERE
ABUTTING EXISTING STRUCTURES,
EXPANSION JOINTS SHALL BE PROVIDED AT 15
METER CENTRES IN ALL DIRECTIONS. N12
DOWEL BARS AT 400 CENTRES ALONG THE
JOINTS IN 100mm THICK SLABS,
CRACK CONTROL JOINTS SHALL BE PROVIDED
AT 3 METER MAXIMUM CENTRES AND AT
LOCATIONS WHERE THERE IS A LIKELIHOOD A
CRACK
WOULD OCCUR (i.e. RE-ENTRANT CORNERS).
JOINTS SHALL BE LOCATED SO THE LONGEST
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY
ANGLE FORMED BETWEEN JOINTS OR JOINTS
AND THE SLAB EDGE SHALL BE NO LESS THAN
75°, DUE TO THE VARYING NATURE OF
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE
DESIGN.
THESE NOTES ARE PROVIDED AS A GENERAL
SPECIFICATION ONLY.
REFERENCE SHOULD BE MADE TO ‘CEMENT,
CONCRETE & AGGREGATE AUSTRALIA - GUIDE
TO CONCRETE FOR HOUSING 2007, PATHS AND.
DRIVEWAYS’ AND ‘RESIDENTIAL CONCRETE
DRIVEWAYS AND PATHS, JULY 2006’.
NOTES TO BE READ BEFORE
USING THIS AXIS SURVEY PLAN:
THIS PLAN HAS LIMITATIONS REGARDING ITS USE
FOR SOME APPLICATIONS. PLEASE CONTACT THIS
OFFICE OF THERE IS ANY DOUBT ABOUT THE
SUITABILITY OF THIS PLAN FOR THE INTENDED USE.
THESE NOTES FORM PART OF THIS PLAN AND THEY
MUST REMAIN WITH THE PLAN OR ANY COPIES.
THE LIMITATIONS OF THIS PLAN ARE DETAILED IN
THE LINK BELOW, WITH THE MAIN ONES BEING;
1. THIS PLAN HAS BEEN PREPARED FOR OUR
CLIENT & SHOULD See the original
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