Approved Plan - OPW26 0063 (As Published)

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bench requred
Vegetation in this area
must be grass only &

300 max in height

 

 

 

 

R

 

 
  

Required cut batter for |

Safe sight distance L

Safe sight distance |

 

Required cut

 
          
 

refer to SSD table

refer to SSO table

 
    
   
 

 

 
 

 

Road centerline

Cut batter to ~
normal formation

Prohibited feeations adequate sight distance reaures
te fe atter for i
The greater of 15m trom sree ve og jetattbsttset | Gdequote sight | “Sg erbantment
Tp ay road edge or T.P.+6.0m pean of |~to bench distance B Driveway
A 5 Ay required ft Line of sigh’
El ; — t
RP 5, a : x
: Edge _of road , \ Loo min 4 mi § E
15m mil L tine of sight LLIEF——— tentemomane~ -- =
5m_min Height of S inn of sight °

 

Vegetation in this area must be
grass only & 300 max in height B
regular maintenance required.

— Rural Road

—| PLAN

Safe sight distance

    

 

   
 

 

 

 

 

  

 

 
 
 
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   
      

min @375
Pipe length varies REP

concrete headwalls required

 

1 Guide post

min) each side

2.8m_min

Stone pitch outlet/inlet,
min #200 rocks

 
     
       
  

allow larger storm events
to overtop access without
affecting the main road

  
   
     

Endwalls to be concrete or min #200 rocks BENCHING DETAIL S - refer to 59D table

grouted with cemert. SECTION B-B Safe Sight Distance Drivers eye

On roads with a marked centerline, ends to ese Speed Limit] Safe Sight height 1.1m

be sloping if: PIPE SIZE km/h) 2 :

<4.6m from road edge for 60Km/h zone. siz (km/h) | Distance (m)

<6m from road edge for 80Km/h zone. 3 4

<Sm from road edge for 100Km/h zone, [Catchment Area| ARI 2 ARI 10 40 73

Refer to TMR Std Dwgs 1304,1305,1306 for <0.5Ha 375 450 50 97

sloping/square endwalls. 1. 0Ha 450 525 60 123 Line of sight shall have a min

Stone pitch Inlet/Outlet 15H 525 600 70 151 vegetation/bench clearance of 300
min, #200 rocks <j.oha 9 v 80 181 except where the sight line remains Top of car
<2.5Ha 600 2/450 90 14 in the road formation as shown, height 1.25m
<s <3.0Ho | 2/450 | 2/525 100 548
| <4.0Ha 2/525 2/600 Based on Austroads Part 4A LONGITUDINAL SECTION
ased on Austroads Part -
— <5.0Ha | 2/600 |) 2008, Table 3.2 ‘SSD = EXITING FROM DRIVEWAY
1.0m_min For average daily traffic <= 2000, ARI 2 4 A
I | S| For average daily traffic > 2000, ARI 10 zg 5.0m ee 500 min, _vories_}__1500e7——~
SECTION AWA + 3 i p
(1) Alternatives may be approved if I} 8 [28m min
c supported with calculations in accordance | 5] + 5
[//] \25 Compacted grave! bose, wiht the provisions of the Queensland eI Ss
4 unbound pavement, Type 2.1. Urban Drainage Manual or under the 83 . tint6
4.0rm_min provisions of Council's Planning Scheme. Bol fin 33
: (2) Seek Iti i dvice.
i Propert a (4) 38ek consulting engineer advice. Create low point to 300 min. cover

TYPICAL DRIVEWAY SECTION — ROAD IN CUT

 

 
 
 

 

 

 

 
  

 

 

 

1. A site assessment (By a Council representative)
is to occur upon application for a pipe crossing.
Pipe crossings are not to be installed on road verges that

 

“Edge of sealed shoulder
2 Coat Bitumen Seal

DRIVEWAY PLAN

fall to the subject property where stormwater cannot

be directed to a natural water course or drainage easement or

when there is no upstream stormwater catchment or V—Drain.
2. All dimensions are in millimetres unless shown otherwise.

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,

3 5.0m , 800 | 1500 min, varies) 1500 |
A A Invert of table drain s = max
L 4 to grade into inlet and 3 & 2.8m_min
“* flow from outlet of | SB +
e culvert. $2 Fixed 1 in 33 tall tin8
R 5.0m 5 NOTES:

 
 

 

Leroi culvert where table drain exists
or water runs along embankment.

TYPICAL DRIVEWAY SECTION — ROAD (N FILL

  
 
  
 

   

 

 

 

 

 

 

 

 

 

 

FT OG 7 Ta [Review J
EDO id Drawing Number. 1
- - ~ rawing number chang from SEO.

iy Review
[BI levjew
fa Os/05: NaLISSIE
me

 

 

 

INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA

STANDARD DRAWINGS

 

DRIVEWAYS

RURAL DRIVEWAY RS—056

 

 

2 ERerhH

 

 

Document Set ID: 24758257
Version: 1, Version Date: 12/05/2026