IPWEA standard drawing RS-056 Rural Driveway

6 | ROADS DRAWINGS


[OCR of page images]
 

Safe sight distance |
refer to SSD table

Safe sight distance

Required cut batter for
refer to SSD table

 

Prohibited locations Required cut

 
 
  
 

 
     
  
  

 
    
   
   
 

   
 

 

 

 

 

 

 

 

adequate sight distance
shown by heavy line. Lateral offset 4 $ batter for Edge of obstruction
The greater of 15m from vant of oeattsety] adequate sight |” e.g. embankment \S .
wt | tre \ road edge or T.P.+6.0m peiaht of "to bench distance B Driveway
€ dary required : ji i
E 1p Line of sight
8 Edge_of_road ¢; Loo min (Us... als §
je — PTO
15 / r Line of sight Centre of lane
m_ min Height of / Line of sight it
Road centerline

Cut batter to

bench requred .
normal formation

Vegetation in this area
must be grass only &

 

 

 

Vegetation in this area must be C Rural Road

    
 

 

 
 
 
    
 

   
 
 
 
  
 
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      
    
 

 

 

 

 

     

 

Ks
Pipe length varies oe
concrete headwalls required 1p be
ee
{i 3
oe °
R 5.0m 9375 RCP min

min

2.8m_min

  
  
 

PROHIBITED LOCATIONS AT INTERSECTIONS 300 max in height grass only & 300 max in height B _) PLAN
FOR RURAL VEHICLE CROSSINGS regular maintenance required. Safe sight distance
Endwalls to be concrete or min #200 rocks BENCHING DETAIL . - refer to SSD table
grouted with cement. " SECTION B-B Safe Sight Distance Drivers eye
en we a marked centerline, ends to eS Speed Limit] Safe Sight height 1.1m
<4.6m from road edge for 60Km/h zone. PIPE SIZE (km/h) | Distance (m)
<6m from road edge for 80Km/h zone.
<9m from road edge for 100Km/h zone. [Catchment Area} ARI 2 ARI 10 *0 ie
Refer to DIMR Std Dwgs SD1304, SD1305,
3 $D1306 for sloping/square endwalls. <0.SHa 375 450 60 123 Line of sight shall have a min
5 <1.0Ha 450 525 -
Stone pitch Inlet/Outlet 15H 525 600 70 151 vegetation/bench clearance of 300
min 200 rocks <1.SHa 80 181 except where the sight line remains Top of car
<2.5Ha 600 2/450 90 214 in the road formation as shown. height 1.25m
<3.0Ha 2/450 | 2/525 100 248
i <4.0Ha 2/525 | 2/600 hosed on Ausltonde bart 4A L Tl
ased on Austroads Part 44 —
(| <5.0Ha | 2/600 | (2) 2008, Table 3.2 SSD_- EXITING FROM DRIVEWAY
1.0m_min For average daily traffic <= 2000, ARI 2 .
SECTION A-A 8 For average daily traffic > 2000, ARI 10 3 3.0m #08 4500 min, | _vories | _1500e7——
—, g 2 i
(1) Alternatives may be approved if Ss 8 \ , orl
supported with calculations in accordance [3 rare ox Kin 8
VA 125 Compacted gravel base, with the provisions of the Queensland 2 os | | >
4 unbound pavement, Type 2.1. Urban Drainage Manual or under the S39 1 in 8 ling hint 1 6_mox
4.0m_ min provisions of Council's Planning Scheme. i =F | max J
| | Property boundary (2) Seek consulting engineer advice. Create low point to 300 min cover

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

   

Stone pitch outlet/inlet,
min $200 rocks

  

 

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

L

road surface

Ly Guide post
each side

To match adjacent

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.

3 5.0m 800 , 1500 min , varies 1500
Invert of table drain Sy 3 max
to grade into inlet and 8 8 . 2.8m_min
flow from outlet of 2 3g .
culvert. $2 | Fixed 1_in 33, fall wing 1;
NOTES: 28 ma

   
  

 

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

! NG. PI These drawings have been developed in consultation between the participating Councils. YPI RIVEWAY. TION — ROAD_IN FI
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.
Tee r
evie |
FH ee om SAL RUSS to REGS INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA VEHICLE CROSSINGS RS-056 a
[06/10 Review STANDARD DRAWINGS RURAL DRIVEWAY ~ a
BY 06/09 | Review |
[DATE REVERS 03709 ORIGINAL ISSUE Ro

 

 

 

 

 

 

6 | ROADS DRAWINGS