App A - Standard Drawings

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                        Proposed Driveway
                        Location




Plan Title: Site Plan                       Date: 10th February 2025   Revision: A


Plan No: 01                                 Drawn By: RG Strategic     Project Name: 002896

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dary
TP

15m_ min

Edge of road

 

 

 

 

 

 

 

 

 

PROHIBITED LOCATIONS AT INTERSECTIONS

FOR RURAL DRIVEWAYS

   
 
 
 
  
 
 
  

 

SECTION A-A

 

 

 

 

4.0m_min

Endwalls to be concrete or min #200 rocks BENCHING DETAIL Safe Sight Distance . refer to SSD table
grouted with cement. SECTION B-B 'g Drivers eye
on renee a marked centerline, ends to a 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. 40 73
<9m from road edge for 100Km/h zone. Catchment Area ARI 2 ARI 10 50 97
Refer to TMR Std Dwgs 1304,1305,1306 for
sloping/square endwalls. <0.SHa 575 490 60 123 Line of sight shall have a min
. <1.0Ha 450 525 .
Stone pitch Inlet/Outlet 15H 595 600 70 151 vegetation/bench clearance of 300
min. 200 rocks <1.oHa 80 181 except where the sight line remains Top of car
seen 2/450 pee 90 214 in the road formation as shown. height 1.25m
<3.0Ha
f <4.0Ha 2/525 | 2/600 _ —_ = LONGITUDINAL SECTION
u _
<5.0Ho | 2/600 |) 2009, Table 3.2 SSD = EXITING FROM DRIVEWAY
1.0m_min For average daily traffic <= 2000, ARI 2 . .
2 For average daily traffic > 2000, ARI 10 3 5.0m peae 4200 min _,—_varies____1500
+ a . .
(1) Alternatives may be approved if haa 8 2.8m_min
supported with calculations in accordance |9 =
125 Compacted gravel base, with the provisions of the Queensland | °
unbound pavement, Type 2.1. Urban Drainage Manual or under the eS
provisions of Council’s Planning Scheme. mH
Property boundary (2) Seek consulting engineer advice. Create low point 13

Prohibited locations
shown by heavy line.

The greater of 15m from
road edge or T.P.+6.0m

Required cut batter for
adequate sight distance

Required cut
batter for
Lateral offset |

to bench

Lateral offset

to bench | Height of

bench
required

  

 

   

e/

Height of _/ L Line of sight

bench requred

Vegetation in this area
must be grass only &
300 max in height

Cut batter to
normal formation

adequate sight
distance

 
  
 

Edge of obstruction \[email protected]. embankment \©

Line of sight

Safe sight distance |
refer to SSD table

Safe sight distance
refer to SSD table

  
    
 

Driveway

B~]

 

 

 

Vegetation in this area must be
grass only & 300 max in height

regular maintenance required.

L500 min &1§ &
nhs &
| Line of sight LlbuiFI ~~ ~ Centre of lane — _
Road centerline | “CO
L Rural Road

p—! PLAN

Safe sight distance

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   
  
 
    
 

Pipe length varies
concrete headwalls required

 

min $375

RCP Stone pitch outlet/inlet,

min 200 rocks

 

 

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

   
  
   
  

300 min. cover

TYPICAL DRIVEWAY SECTION — ROAD IN CUT

 

 

 

 

 

 
 
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3 5.0m 800 , 1500 min, varies —,_ 1500,
A Invert of table drain Ss 3 max
t to grade into inlet and 8 8 L 2.8m_min
>— . flow from outlet of eZ og .
< < culvert. 23 Fixed 1 in 33 fall mg 1;
i 1 Guide post NOTES: aS max L in
& each side 1. A site assessment (By a Council representative) £ Max .
N is to occur upon application for a pipe crossing. ma
Pipe crossings are not to be installed on road verges that
Edge of sealed shoulder iol a tne subject property here stormwater cannot .
2 Coat Bitumen Seal e directed to a natural water course or drainage easement or L . . .
when there is no upstream stormwater catchment or V—Drain. Provide cuNert where toble eran. exists
2. All dimensions are in millimetres unless shown otherwise. or water runs along embankment.
DRIVEWAY_PLAN . , . ae ,
These drawings have been developed in consultation between the participating Councils. TYPICAL DRIVEWAY SECTION — ROAD IN FILL
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.
06/14 | Review
E | 03714 | Amended Drawing Number DRIVEWAYS
14 S rawing number changed from SEQ R—-056 to RS—056 INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA RS—056
eview _—
BI 06/09 i STANDARD DRAWINGS
A03708-[ ORIGINAL ISSUE > RURAL DRIVEWAY
Rv. DATE REVISIONS. Rv.]

 

 

 

 

 

 

 

 

 

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