Att 7 - Traffic Report

 

A grated drain may be provided on the inside of
the R.P. alignment on ascending entrances and

 

 

 

 

 
   
  

 

 

 

 

 

 

 

 

  
  

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

A piped to kerb and channel or gully. Refer project
~| drawings.
1500 W ___1900
Property COO Alignment
Varies
Varies _
Saw cut at existing footpaths C te footpath =
g footp ™N [~ ‘oncrete footpa g 5
=
[ »Y Nonslip finish \ i x >
=| 3 a
e- Construction Joint S| s &
| J ordered | s| | Refer section A-A on Standard
_ _ 8 Drawing R-0052. F72 MIN reinforcing fabric
o 50mm top and edge cover.
Ey x SECTION A — A
+ 600 | Kerb taper | | + T
| 1300 w+ 3000 1300 | | NOTES:=
A _| Barrier kerb and channel 1. Concrete N32 in accordance with AS 1379 and AS 3600.
2. Reinforcing fabric to AS 1304. Lap fabric 250mm.
PLAN — WIDE FOOTPATHS ae
TT oo 3. Depths of concrete and reinforcing steel shown are the
minimum requirements for good foundation conditions, and
A average traffic loading. Where this does not apply, depths
> of concrete and reinforcing shall be increased to suit specific
conditions.
1500 W 1500
t t 4. Design of crossings may vary, refer project drawings.
Property Coo Alignment 5. Dimension W, 3.0m One way, 5.5m Two way, refer specification
or project drawings.
OX Nonslip finish adjoining concrete must be well compacted.

 

Concrete footpath 6. Reprofile adjacent footpath to match driveway. Footpath earthworks

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Saw cut at existing footpaths ——}- SY Construction Joint \ | r S 7. Existing footpath profile to be maintained where possible.
| if ordered | 8 8. Compaction for subgrade 95% Standard to AS 1289.5.1.1.
—_— —_ _ mo
o 9. Where subgrade is less than CBR 5 excavate and provide
Ss : . un .
Ss LECEND imported material to satisfaction of the Superintendent.
1 1 . .
ir 600 | Kerb taper | | 1 * NOM Kerb line 10. Concrete driveway unless otherwise approved
: Son ii . 11. Paver and/or proprietary concrete surface finishes to driveway shall
1300 1300 @ Expansion joints to be 10 thick, full depth : :
| | W + 3000 aL -| closed cell cross linked polyethylene foam only be used when approved by Local Authority.
_| Barrier kerb and channel (85 - 150 kg/m3) or 10mm thick compressed 12. Refer project drawings or Local Authority Standard Drawings for
A granulated corkboard, installation to Verge Type Cross Sections.
PLAN — 3.5m FOOTPATH manufacturers’ instructions. 13. All dimensions in millimetres.
© INSTITUTE OF PUBLIC WORKS ENGINEERING
AUSTRALIA QUEENSLAND DIVISION INC. -1995 ROAD /STREET
Ose bi or The guthors, and sponsoring organisations shall hove +h St A f
no liability or responsibility to the user or any other person or entity wi
respect to any liability, loss or damage caused or alleged to be caused, COMMERCIAL DRIVEWAY SLAB Nrawine
directly or indirectly, by the adoption and use of these Standard Drawings INSTITUTE OF |
C | Concrete strength amended 6/1/00 including, but not limited to, any interruption of service, loss of business | pyBLic WORKS TYPE A g
B | NOTE 7 REVISED. NOTE 11 ADDED 6/1/97 | or anticipatory profits, or consequential damages resulting from the use R—0051
A ORIGINAL. ISSUE 3/12/95 of these Standard Drawings. Persons must not rely on these Standard ENGINEERING
Drawings as the equivalent of, or a substitute for, project-specific design AUSTRALIA
REVISIONS DATE} and assessment by an appropriately qualified professional. QUEENSLAND DIVISION. INC. A|BIC |
JWP — CADENZA 113327-R-0051