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A191211 GJGSCN Chandler - CABINS - PRELIM E (combined)[2] · MCU20/0022
Attached to the e-mail Late Response to Information Request & Advising of Notification dates - MCU20/0022.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
Tree Legend
PATHWAY & DRIVEWAY NOTES:
S REAL PROPERTY DESCRIPTION:
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
Ø=Trunk Dia LOT 7 ON RP: 858525
H
MINIMUM FALL OF 1 IN 100 (1%).
H=Tree Height
S=Tree SITE AREA 37770 sqm
THE MAXIMUM GRADE OF DRIVEWAYS SHALL Spread
SITE COVER 895.15 sqm (2.37%)
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE (Total Canopy)
LOCALITY COOROIBAH
NEAR THE MAXIMUM, A TRANSITION ZONE AT ∅
EITHER END MAY BE REQUIRED. REFER TO NCC LOC. GOV. NOOSA SHIRE COUNCIL
TREE SCHEDULE
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS. No. Name T 'Ø' Spr 'Ø' 'H'
1 GUM 0.50 m 8.0 m 12.0 m
CHECK WITH LOCAL AUTHORITY 2 GUM 0.60 m 12.0 m 15.0 m
REQUIREMENTS PRIOR TO CONSTRUCTING ANY 3 TREE 0.60 m 10.0 m 12.0 m
DRIVEWAYS, PATHWAYS OR CROSSOVERS 4 TREE 0.60 m 10.0 m 12.0 m
BETWEEN THE PROPERTY BOUNDARY AND 5 GUM 0.60 m 12.0 m 17.0 m
ROAD KERB.
6 GUM 0.60 m 12.0 m 17.0 m
CLEAR THE AREA OF ALL TOPSOIL AND
7 TREE 0.30 m 7.0 m 10.0 m
ORGANIC MATTER.
8 TREE 0.30 m 7.0 m 10.0 m
N
PROVIDE A LAYER OF SAND A MINIMUM OF 9 GUM 0.70 m 12.0 m 15.0 m
20mm THICK UNDER THE SLAB, COMPACTED 8.7 AHD 63.720 m 10 GUM 0.70 m 15.0 m 20.0 m
AND LEVELLED. 8.6 AHD 11 GUM 0.70 m 15.0 m 20.0 m
333º 27'
12 TREE 0.50 m 10.0 m 15.0 m
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE 13 TREE 0.50 m 10.0 m 15.0 m
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
14 TREE 0.50 m 10.0 m 15.0 m
SITE NOTES:
SALINE AREAS, LAPPED 200mm AT JOINS AND
15 TREE 0.50 m 10.0 m 15.0 m POSITION OF DWELLINGS TO BE CONFIRMED BY
TAPED.
SLAB THICKNESS SHALL BE: 16 TREE 0.50 m 10.0 m 15.0 m CLIENT PRIOR TO ANY SITE WORKS
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1 m 17 TREE 0.50 m 10.0 m 15.0 m
LAYER SL52 MESH, 90 8.00
VEHICULAR DRIVEWAYS (TO 3t GROSS) - 1 . 3 11 ' NOTE: 18 TREE 0.50 m 10.0 m 15.0 m ALL STORM WATER, DOWN PIPES, RAIN WATER
TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
1 0 9 3º 19 TREE 0.50 m 10.0 m 15.0 m
100mm THICK WITH 2 8 .00 - ALL EXISTING STRUCTURES TO BE REMOVED 20 TREE 0.50 m 10.0 m 15.0 m
BY THE HYDRAULIC CONSULTANT/PLUMBER IN
1 LAYER SL62 MESH. ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2
8.25 44 21 TREE 0.50 m 10.0 m 15.0 m
AND QDC MP4.2/LOCAL PLANNING SCHEME
30mm MINIMUM TOP COVER TO ALL 7 .7 5 22 TREE 0.50 m 10.0 m 15.0 m HOUSE CODE
REINFORCEMENT, CONCRETE STRENGTH SHALL 39 23 GUM 0.80 m 12.0 m 15.0 m
8 .5 0 40 45
BE N20 MINIMUM. 46 52 24 GUM 1.20 m 12.0 m 17.0 m BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
54
8.7 5 47 MANHOLE POSITIONS MATCH THOSE AS SHOWN
ELS 21 22 25 GUM 0.60 m 12.0 m 17.0 m
JOINTS ARE REQUIRED IN ALL CONCRETE D LEV 36 51 18 20 BASED ON LOCAL AUTHORITY DOCUMENTS. ANY
FL OO 9.00 38 41 43 53 26 GUM 0.60 m 12.0 m 17.0 m
PATHWAY AND DRIVEWAY SLABS - PEAK 49 DISCREPANCIES MUST BE BROUGHT TO THE
34 27 GUM 0.60 m 12.0 m 17.0 m
37 42 48 ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
ISOLATION JOINTS MUST BE PROVIDED WHERE 9.25 33 19
28 GUM 1.00 m 15.0 m 20.0 m
RESOLVED PRIOR TO COMMENCEMENT OF
ABUTTING EXISTING STRUCTURES, 9 .5 0 35 50 16 17 29 GUM 0.50 m 12.0 m 17.0 m CONSTRUCTION
31 55 31 30 GUM 0.50 m 12.0 m 17.0 m
9.0 AHD 9 .7 9 .0
EXPANSION JOINTS SHALL BE PROVIDED AT 15 5 32 56 15 14 13 5º 5 31 GUM 0.50 m 12.0 m 17.0 m BUILDER TO DETERMINE APPROPRIATE
METER CENTRES IN ALL DIRECTIONS. N12 30
57 38 0 m PLATFORMING METHOD ON SITE PRIOR TO
29 '4 32 GUM 0.50 m 12.0 m 17.0 m
DOWEL BARS AT 400 CENTRES ALONG THE 12 5" COMMENCEMENT OF ANY WORKS. FINISHED
28 7.5 33 GUM 0.50 m 12.0 m 17.0 m
JOINTS IN 100mm THICK SLABS, 26 11 0 FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
34 GUM 0.50 m 12.0 m 17.0 m
8.
10. 10 AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
00
75
CRACK CONTROL JOINTS SHALL BE PROVIDED 27 35 GUM 0.50 m 12.0 m 17.0 m
COMPLY WITH NCC VOL 2 3.1.2.3
AT 3 METER MAXIMUM CENTRES AND AT 36 GUM 0.50 m 12.0 m 17.0 m
LOCATIONS WHERE THERE IS A LIKELIHOOD A 37 GUM 0.50 m 12.0 m 17.0 m THE FINISHED SURFACE IMMEDIATELY
CRACK 25 38 GUM 0.50 m 12.0 m 17.0 m SURROUNDING THE BUILDINGS TO COMPLY WITH
24 8
WOULD OCCUR (i.e. RE-ENTRANT CORNERS). NEW HOUSE CABIN (C2) 39 GUM 0.50 m 12.0 m 17.0 m NCC VOL2, 3.1.3.
JOINTS SHALL BE LOCATED SO THE LONGEST 25 (BAL 19) 40 GUM 0.50 m 12.0 m 17.0 m
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5 1 0. 9
PAD LEVEL 8.500m SURFACE DRAINAGE IS TO DISCHARGE EVENLY
41 GUM 0.50 m 12.0 m 17.0 m
8.25
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY 4 FFL 8.950m WITHIN THE SITE AND WITHOUT NUISANCE TO
42 GUM 0.50 m 12.0 m 17.0 m
ANGLE FORMED BETWEEN JOINTS OR JOINTS CP4 (BAL 19) ADJOINING PROPERTIES.
TBM 2 Dumpy TBM 3 Dumpy 7.50 43 GUM 0.50 m 12.0 m 17.0 m
AND THE SLAB EDGE SHALL BE NO LESS THAN Po
AHD RL / m 10.35 st & AHD RL / m
8.5
44 GUM 0.50 m 12.0 m 17.0 m ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
75°, DUE TO THE VARYING NATURE OF Wi 7.82 8.3 AHD
re
0
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE Fe 7 45 GUM 0.50 m 12.0 m 17.0 m THE PONDING OF WATER.
nc
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE e EXISTING DAM AND SURROUNDS 46 GUM 0.50 m 12.0 m 17.0 m
0
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE 23 2 TO BE DE-SILTED AND 47 GUM 0.50 m 12.0 m 17.0 m CUT AND FILL BATTERS NOT TO EXCEED A
0
0
7 .7 5
150
DESIGN. OVERGROWN WEED AND MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
0
3 48 GUM 0.50 m 12.0 m 17.0 m
156
VEGETATION TO BE REMOVED THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC
0
49 GUM 0.50 m 12.0 m 17.0 m
00
THESE NOTES ARE PROVIDED AS A GENERAL 8. OFF-SITE. AREA TO BE SHAPED AND CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
10.25 00
15
50 GUM 0.50 m 12.0 m 17.0 m
SPECIFICATION ONLY. STABILISED TO ALLOW SLOPING SITES.
CABIN (C3) 60000L MAINTENANCE ACCESS. 51 GUM 1.00 m 15.0 m 20.0 m
U/G WATER TANK
REFERENCE SHOULD BE MADE TO 'CEMENT, PAD LEVEL 8.450m 8.50
52 GUM 1.00 m 15.0 m 20.0 m 1000 MAXIMUM HIGH TIMBER RETAINING WALLS
CONCRETE & AGGREGATE AUSTRALIA - GUIDE 10.00 FFL 8.900m 8.25 53 GUM 0.50 m 12.0 m 17.0 m WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
8.50
(BAL 12.5) 5
TO CONCRETE FOR HOUSING 2007, PATHS AND 54 GUM 0.50 m 12.0 m 17.0 m STORMWATER LINE) AND GRANULAR BACKFILL
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE 55 GUM 0.50 m 12.0 m 17.0 m BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
DRIVEWAYS AND PATHS, JULY 2006'.
9.75 8 .7 5 56 GUM 0.50 m 12.0 m 17.0 m SITE ONLY IF INDICATED ON THE PLANS.
4 30
NOTES TO BE READ BEFORE 1 77 . 18 0
57 GUM 0.50 m 12.0 m 17.0 m
4
8.5 0
THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
ER
1433
0
º0 m WATER
0
UF F
USING THIS AXIS SURVEY PLAN: 4' 2 9 .5 0 OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
200
EXISTING GRAVEL DRIVEWAY. RESHAPE SURFACE AND PROVIDE TAP
0" 6 8 .5 0 ABOVE FINISHED GROUND LEVEL, ONLY IF
B
ADDITIONAL PAVEMENT TO ENGINEERS SPECIFICATIONS. SEAL CP3
AN
THIS PLAN HAS LIMITATIONS REGARDING ITS USE INDICATED ON THE PLANS AND TO LOCAL
8 .0 0
SURFACE AS PER PAVEMENT DETAILS.
FOR SOME APPLICATIONS. PLEASE CONTACT THIS AUTHORITY APPROVAL.
ARI
0
9 .0
OFFICE OF THERE IS ANY DOUBT ABOUT THE
5
5
RI P
8.2
9 .2
SUITABILITY OF THIS PLAN FOR THE INTENDED USE. DRIVEWAY TO BE WIDENED WHERE NECESSARY. CP2
THESE NOTES FORM PART OF THIS PLAN AND THEY (3.5m MINIMUM) PEAK FL
MUST REMAIN WITH THE PLAN OR ANY COPIES. Property 8.75 OOD LE
Po VELS
THE LIMITATIONS OF THIS PLAN ARE DETAILED IN Pole st &
)
CABIN (C1)
r ox .
THE LINK BELOW, WITH THE MAIN ONES BEING; & Wi 8.0 AHD
re 1
Fe
0
app
UG Power nc PAD LEVEL 8.380m
0
e CP1
150
1. THIS PLAN HAS BEEN PREPARED FOR OUR FFL 8.830m
ER (
Pile of Fill
CLIENT & SHOULD NOT BE USED BY OTHERS (BAL 19)
00 m
0"
UF F
WITHOUT APPROVAL. PROPOSED PATHWAY INDICATIVE
27' 2
B
ONLY IN ACCORDANCE WITH AS1428.1 9.25
riv ac f
70 . 0
y
AN
rea ening o
2. THE BOUNDARIES SHOWN HAVE BEEN DESIGN FOR ACCESS AND MOBILITY 8.50
77 º
ARI
SOURCED FROM THE SUBJECT SURVEY PLAN OR
CE
FOUR (4) ADDITIONAL
AS NOTED, AND HAVE NOT BEEN CHECKED.
f or p
RI P
OFFSTREET PARKINGS FOR EXTRA
re
Property
VEHICLES (BOATS, TRAILERS)
carp in g / Sc
3. DISTANCES FROM FEATURES TO THE SHOWN See the original
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