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Attachment 1 - Amended Proposal Plans
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General 4000 Verge 1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL.
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES.
Dowelled Expansion Joint
3. CONCRETE DRIVEWAY TO BE 125mm THICK EXCLUDING ANY FINISH TREATMENTS
Single Garage Alignment CONTROL JOINT
300 EG. STAMPED CONCRETE FINISH
Property Boundary KERB INVERT 4. CONCRETE SURFACE TOLERANCE TO BE ±5mm, OVER 3 METRE SECTIONS
125
MIN
Kerb And Channel 5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600.
1000
MIN
Kerb
6. REINFORCEMENT FABRIC TO AS 1304, 50 TOP AND EDGE COVER, LAP FABRIC
Taper
250
7. APPROVED MATERIALS FOR CONSTRUCTION :- CONCRETE OR ASPHALT.
500
REINFORCED SL72 FABRIC MIN
8. EXPANSION JOINTS TO BE 10mm WIDE, FULL DEPTH CLOSED CELL CROSS LINKED
SAND BLINDING LAYER 50 MAX POLYETHYLENE FOAM (85 - 150 Kg/m 3 ) OR COMPRESSED GRANULATED
Property Boundary
CORKBOARD, INSTALLATION TO MANUFACTURES' INSTRUCTION.
4000
Kerb Invert
3000
5000
GALVANISED / STAINLESS
9. ALL DIMENSIONS IN MILLIMETRES EXCEPT PROHIBITED LOCATIONS OF
STEEL DOWELS 400 LONG
R16 @450 CRS DRIVEWAYS PLAN.
MAX 500 Vertical
Transition Length
- 1 - 1 10. ONE ACCESS POINT TO BE CONSTRUCTED TO EACH LOT AS PER STANDARD
--- ---
BREAKOUT TYPE DRAWING.
SECTION 1-1 11. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
REFER DRAWING CURVE.
RS-049
Sawcut to Allow Clean
Removal Of Back Of
Kerb And Channel
1500
SETOUT REQUIREMENTS
VEHICLE CROSSING DRIVEWAY
Property Boundary
250**
HEIGHT ABOVE INVERT OF
225
188
0.0
CHANNEL (mm)
DISTANCE FROM INVERT OF
1500 1500
0.0
3.0
3.5
1.5
CHANNEL (mm) GARAGE /
ROLL OVER CARPORT SLAB
1500 1500 500 SLOPE MAY VARY 1 in 4
KERB INVERT
TRANSITION
ROAD SURFACE 1 in 6
1 in 40 1 in 20
1 in 8
SAW CUT ALL KERBS TO ALLOW
CONTROL JOINT
CLEAN REMOVAL OF BACK OF CONTROL JOINT
(IF REQUIRED)
KERB AND CHANNEL
TYPICAL PROFILE VEHICLE CROSSING / DRIVEWAY ACCESS
SECTION 1
REFER DRAWING
RS-049
AAA Design & Development Pty Ltd No. Description Date Mat Deighton APPROVED Driveway Details. Standard Drawings RS-049,
RS-050
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla St, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A115
Mob: 0422 039 247
design Drawn by R.S.
email: [email protected] Development Pty Ltd PROPOSED DWELLING For & on behalf of AAA
Design & Development Consulting Checked by D.L.T. Scale @A3 As indicated
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