Approved Plans - MCU22-0054

       -
 APPROVED PLAN
   MCU22/0054
 NOOSA COUNCIL
2 SEPTEMBER 2022


[OCR of page images]
 

dary
TP

15m_ min

Edge of road

 

 

 

 

 

 

 

 

 

PROHIBITED LOCATIONS AT INTERSECTIONS

FOR RURAL DRIVEWAYS

   
 
 
 
  
 
 
  

 

must be grass only & Vegetation in this area must be L Rural Road
300 max in height grass only & 300 max in height B _| PLAN
regular maintenance required. Safe sight distance
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 roads with a marked centerline, ends to ee Speed Limit] Safe Sight height 1.1m
be sloping if: .
<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. soon see os 60 123 Line of sight shall have a min
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
<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 Bosed on Austrade Part 4A a LONGITUDINAL SECTION
<5.0Ha | 2/600 | (2) 2009, Table 32 SSD = EXITING FROM DRIVEWAY
1.0m_min For average daily traffic <= 2000, ARI 2 . .
2 For average daily traffic > 2000, ARI 10 5.0m peae 4200 min. |, __varies__ 415007
+ . .
2.8m_min

SECTION A-A

 

 

 

 

4.0m_min

Prohibited locations
shown by heavy line.

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

125 Compacted gravel base,
unbound pavement,

Required cut batter for

Lateral offset

to bench | Height of

bench
required

  

 

   

e/

Height of /S L Line of

bench requred
Vegetation in this area

sight

Cut batter to
normal formation

adequate sight distance

Lateral offset
to bench

Required cut
batter for
adequate sight
distance

[

t 500 min
Line of sight

 
  
 

Safe sight distance

refer to SSD table
Edge of obstruction \[email protected]. embankment \©

B~]

Line of sight

Road centerline

  
    
 

| Safe sight distance
refer to SSD table

Driveway

 

7.0m
5.0m
max

so

 

 

 

 

 

 

 

 

 

 

 

 

 

Type 2.1.

 

Property boundary

(1) Alternatives may be approved if
supported with calculations in accordance
with the provisions of the Queensland
Urban Drainage Manual or under the
provisions of Council’s Planning Scheme.

(2) Seek consulting engineer advice.

    
   
 
  
 
  
 

 

Road ¢

 

Edge of sealed

 

 

 

 

  
   
  
 
    
 

Pipe length varies

 

min $375

RCP Stone pitch outlet/inlet,

 

 

Create low point to
allow larger storm events
to overtop access without

   
  
   
  

300 min. cover

TYPICAL DRIVEWAY SECTION — ROAD IN CUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

concrete headwalls required min 9200 rocks affecting the main road.
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 .
< x culvert, &3| Fixed 1 in 33 fall fing |
& + Curd . NOTES: = mh 6 mol y
§ 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 . . . a ;
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.
Sere eed Drawing Numb
C mende rawini umber
ies rawing number “changed from SEQ R=056 to RS—056 7 INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA DRIVEWAYS se eUoojooed RS—056
eview 5. _—
BI 06/09 i STANDARD DRAWINGS
A[-03708-| ORIGINAL ISSUE > RURAL DRIVEWAY NOOSA COUNCIL
Rv.] DATE REVISIONS. Rv.]

 

 

 

 

 

 

 

 

 

2 SEPTEMBER 2022