OPW15/0197.01 - Attachment 1

ATTACHMENT 1


[OCR of page images]
ATTACHMENT 1

 

semi—Mountable

or Barrier Kerb Transition path

NOTES:

Dowelled expansion
joint refer to

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1
ind Channel— to driveway STD dwg SEQ R-065 2. Footpath section to vary where necessary to match concrete footpaths and furniture will not be
verge profiles. Footpath earthworks adjoining concrete must be well compacted. moved for driveways 1.0m clear of
§ 3. Concrete surface tolerance to be, ‘over 3 metre sections. Stormwater LATM devices
E 4. Concrete N32 in accordance with AS 1379 and AS 3600. kerb inlet 1.0m Clearance
A S 5. Reinforcement fabric to AS 1304, 50 top and edge cover, lap fabric 250. from pit lintel
3 6. Approved materials for construction:— concrete, paving blocks or asphalt,
_ 2 zz refer project drawings.
~~ Q == 7. Expansion joints to be 10mm thick, full depth closed cell cross linked
)— /~L ~~ & ss polyethylene foam (85 — 150 kg/m), or 10mm thick compressed
“ye tata = es granulated corkboard, installation to manufacturers’ instructions.
se wee oa. ’ =)x< 8. All appropriate permits must be obtained from Council, including approval of
< an Sy Non sli te S|s A location and levels prior to excavation.
ve | PONT SAP Toncrete, 9. Refer project drawings or local authority standard drawings for verge type
Ss 4 SH finish to -AS4586 | 3/8 | cross sections
S| 4 Pia ta oS .
5S ; Sf 228 Oe Np 10. One access to be constructed per allotment.
. ‘ +22 11. Earthworks cut and fill batters from edge of driveway to natural surface to be
“4 a == max. grade at 1 in 10 and fully turfed.
, Le ss 12. *%« Driveways must achieve a high point of 250mm above invert of kerb to ensure
_ — ta O stormwater is contained within the road reserve as per requirement of QUDM ACCESS
L_ Alternative 1 profile (Queensland ew Drainage manual). This constraint may be varied upon the 6.0m | _. 6.0m
. . approval of the local authority.
\\ Alternative 2 profile 43, Existing footpath to be transitional to new driveway at a maximum grade COLLECTOR
of 1 in 10. Prohibited locations shown in a
1500 14. Under special circimstances Council may approve a rising grade of 1:8 in this TT heavy line, based on AS 2890.1
location or within 1 metre of the property boundary. wo . . .
1200 NIN 15. All dimensions in millimetres. propery ” = Dimensions are in metres.
SPLAYED DRIVEWAY , The points marked ’X’ are either at the median
Kerb on a divided road, or at the intersection of
Invert the main road centreline and the prolongation
of the side road kerb line on an undivided road.
Reinforced SL72 DRIVEWAY PROHIBITED LOCATIONS
Fabric MIN.
Sand blinding layer 30 MAX
SECTION _A-A — BREAKOUT TYPE
*
*
HEIGHT ABOVE g ES) q 2
INVERT OF CHANNEL (mm) 1000 ; 1000 ; : Roll over :
DISTANCE FROM 2 2 ° w | | 1500
INVERT OF CHANNEL (m) | © — m m . Garage/
T 5| | | Carport slab
| 2 § | |
1500 | 1500 [_500,.)5 & ok
| transition footpath © | je»
| | | lg &
°
Road surface | 1 in 40 (2.5%) 1 in 20} \ Roll_under ,
1500
|
Garage/
Control joint TYPICAL PROFILE DRIVEWAY ACCESS A-A Carport slab

 

 

 

 

 

      

NOTE:

 

Crossings are not designed for commercial vehicles. Services & road Typical carpark bay

 

            
   

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

Saw cut existing K&C — 50
min depth at invert — break
out and remove back of K&C

 

       

 

 

 

 

 

 

These drawings have been developed in consultation between the participating Councils.
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.

 

 

 

 

 

 

ORIGINAL

ISSUE

INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALIA DRIVEWAYS
QUEENSLAND DIMSION INC. RESIDENTIAL DRIVEWAY
STANDARD DRAWINGS BREAKOUT TYPE

 

 

 

3/08
DATE,

 

REVISIONS

 

 

 

SEQ R-050

 

 

 

2] ||