Original source · versioned page text
Minor Change Application
Attached to the e-mail RE_ MCU23_0085 - Mitton - Request for Minor Change to a Development Approval - 7 Ashdown Court_ Tinbeerwah QLD 4563.
Original PDF page 9, section 1. The text section number identifies this passage in the reader.
THIS DRAWING IS SUBJECT TO COPYRIGHT LAWS AND
PATHWAYS & DRIVEWAYS PATHWAYS & DRIVEWAYS
MAY NOT BE COPIED WITHOUT THE WRITTEN PERMISSION
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A MINIMUM FALL OF 1:100(1%) IN ACCORDANCE WITH QDC MP 1.1 DRIVEWAYS
OF ANNA PAROZ DESIGN AND DRAFTING ©
THE MAXIMUM GRADE OF PAVEMENTS SHALL NOT EXCEED 1 IN 5 (20%) WHERE GRADES ARE NEAR
THE MAXIMUM, A TRASITION ZONE AT EITHER END MAY BE REQUIRED.
REFER BCA VOLUME 1, D2.10 FOR GRADES TO REQUIRE RAMPS.
CHECK WITH LOCAL AUTHORITY REQUIREMENTS PRIOR TO CONSTRUCTING ANY DRIVEWAYS,
PATHWAYS OR CROSSOVERS BETWEEN THE PROPERTY BOUNDRY AND ROA KERBS.
CLEAR THE AEA OF ALL TOPSOIL AND ORGANIC MATTER.
PROVIDE A LAYER OF SAND, A MINIMUM OF 20MM THICK 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.
- VEHICLE 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 REQIRED IN ALL CONCRETE PATHWAY AND DRIVEWAY SLABS
- ISOLATION JOINTS MUST BE PROVIDED WHERE ABUTTING EXISTING STRUCTURES.
- EXPANSION JOINTS SHALL BE PROVIDED AT 15 METER CENTRESIN ALL DIRECTIONS. N12
DOWEL BARS AT 400 CENTRES ALONG THE JOINT IN 100MM THICK SLABS.
- CRACK CONTROL JOINTS SHALL BE PROVIDED AT 3 METER CENTRES AND AT LOCATIONS
G:\_UserData (CURRENT)\Documents\1. Desktop from Old Computer (CURRENT)\Desktop (Current)\ANNA'S Comp SD (Current)\2025 Current Design Jobs\Mitton Cameron, Karen Tinbeerwah 2025\Mitton 2 Shed House.rte
WHERE THERE IS A LIKLIHOOD A CRACK WOULD OCCUR (I.E. RE-ENTRANT CORNERS).
JOINTS SHALL BE LOCATED SO THE LONGEST SIDE OF ANY SLAB PANEL IS NO MORE THAN1.5
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY ANGLE FORMED BETWEEN JOINTS OR JOINTS
AND THE SLAB EDGE SHALL BE NO LESS THAN 75 DEGRESS.
REFER TO CEMENT, CONCRETE AND AGGREGATE AUSTRALIA - "GUIDE TO CONCRETE FOR
HOUSING " 2007 AND
"RESIDENTIAL CONCRETE DRIVEWAYS AND PATHS" 2005.
APPROX.
4000
ANGLED & FALLING
DOWNHILL
EAVE
BOUNDARY
450
BITUMEN
450
7364
NGL 400MM DROP GARAGE CEILING
380 ACCROSS B'DRY
265
PROPOSED 5.0m WIDE BITUMEN
98.000
GARAGE FLOOR 1000 CROSS DROPPING
96.500 AHD HIGHSIDE 540mm (DOWNHILL)
PROPOSED HIGHSIDE
N.G.L. 97.375 97.460
8.00°
N.G.L.
CUT
5.00°
853
96.500 ENTRY LEV. FLOOR
N.G.L. GROUND LEV. PAD
FALL 1:100
FILL AWAY FROM
BUILDING TO 100 AGG PIPE TO
AGG. PIPE
1070 1000 STORMWATER 4194 1000
8.0° FALL 8.0° FALL
5.0° FALL OVER
OVER OVER
4194 mm
1000mm 1000mm
DRIVEWAY-CROSSOVER
1 : 100
CLIENT: JOB DRAWN BY: DATE DRAWN: CHECKED BY: APPROVED FOR
NOTES: DESCRIPTION : CONSTRUCTION:
PLEASE NOTE: DETAILS SHOWN ON THESE PLANS ARE CAMERON & KAREN MITTON AP 08.04.25
INTENDED
CUSTOM DESIGN - BAL FZ
TO BE ACCURATE - HOWEVER INFORMATION WRITTEN INTO 56 OYSTER BANK ROAD, SITE ADDRESS: NOT FOR CONSTRUCTION COUNCIL AREA: SCALE:
INDIVIDUAL CONTRACTS WILL TAKE PRECEDENCE OVER PLANS BLI BLI, QLD 4560 RP186535 NOOSA SHIRE
PROGRESSION STAGE : WORKING DRAWINGS 1 1 : 100
* ALL DIMENSIONS ARE IN MILLIMETRES TELEPHONE : 0412 105 174
* DO NOT SCALE - USE WRITTEN DIMENSIONS 7 ASHDOWN COURT, TINBEERWAH DRAWING TITLE: JOB No: DRWG No: ISSUE:
EMAIL : [email protected]
* ALL DIMENSIONS ARE TO STRUCTURAL FRAMES ONLY QLD, 4563 A0068724 1.2 Lr
EXCLUDING FINISHED (EXISTING) SURFACES Building Design Licence no. 1269235 (Low Rise) DRIVE CROSSOVER PROPOSAL
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