Information Request OPW20 0229

Officer: 	Mark Lewis
Direct Telephone: 	07 53296290
Our Reference:	OPW20/0229
Your Reference:	2 Harmony Ct.
5 January 2021
AJM Biddle
2 Harmony Ct
COOROIBAH  QLD  4565
[email protected]
Dear Sir
Information Request
Planning Act 2016
I refer to your application and advise that Council requires further information to satisfactorily assess the proposal.
application details
Application No.	OPW20/0229
Street Address:	2 Harmony Ct Cooroibah Qld 4565
Real Property Description:	Lot 16 RP 840282
Planning Scheme:	Noosa Plan 2020 (25 September 2020)
INFORMATION REQUIRED
The information requested is set out below:
Issue
The existing driveway in the Silverwood Drive frontage of the site does not comply with Council’s Standard Drawing for a rural driveway (RS-056 – copy attached and also available on Council’s website). The existing driveway does not include complying drainage, headwalls, scour protection and surfacing.
Information Required
Provide an amended plan that indicates the modifications required to the existing driveway to be in accordance with the standard drawing.
due date for response to information request
The due date for providing the requested information is 9 April 2021. Please advise Council of your response to this information request in accordance with section 13 of the Development Assessment Rules.
If you do not provide a response before the due date, it will be taken as if you have decided not to respond to the information request and Council will continue with the assessment of your application.
other details
You can follow the progress of this application online at www.noosa.qld.gov.au. The “Online Services” page can be accessed via "Quick Links" on the left hand side of the screen.
Should you have any further queries in relation to the above, please do not hesitate to contact me on the number above.
Yours faithfully,

Mark Lewis
Coordinator - Engineering

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PO Box 141		P. (07) 5329 6500	[email protected]	
	TEWANTIN  QLD  4565	F. (07) 5329 6501	www.noosa.qld.gov.au
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[Attachment: image2.jpg (image text)]
 

 

15m_min

Prohibited locations
shown by heavy line.

 

 

 

 

 

 

 

 
  
   
 
  
   
   

 

Pipe length varies
concrete headwalls required

2.8m_min

 

 

125 Compacted gravel base,
unbound pavement, Type 2.1.

4.0m_min

Required cut batter for i Safe sight distance

adequate sight distance

   
 

Lateral offset

  
  

 

 

 

  

Required cut refer to SSD table
batter for Edge of obstruction

    
    
 
 

Safe sight distance j
tefer to SSD table

 

 

 

 

     

 

 

 
 

 

1 Guide post

 

 

 

 

 

 

 

 

 

For average daily traffic <= 2000, ARI 2
For average daily traffic > 2000, ARI 10

(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 ¢

 

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2
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3
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Create low point to
allow larger storm events

300 min. cover

  
  
   

Lateral offset 7
The greater of 15m from . adequate sight | e.g. embankment
road edge or T.P.+6.0m Hetaht of | to bench distance 4 e*
jary : /
/ required -—— Line of sight
Edge _of_road + L300 min
Li f sight LUT ~~ Centre of lane
Height of # Line of sight meee 7 Centre of lone
bench requred Cut batter to Read centerline
Vegetation in this area normal formation
must be grass only & Vegetation in this area must be C Rural Road
300 max in height grass only & 300 max in height B _! PLAN
regular maintenance required. Safe sight distance
. BENCHING DETAIL : ; refer to SSD table
routed witheement fr min 200 racks SECTION B-B Safe Sight Distance Drivers eye
On roads with a marked centerline, ends to ae ee Speed Limit] Safe Sight | height 1.1m
be sloping if: PI = 9
<4.6m from road edge for 60Km/h zone. PIPE SIZE (km/h) Distance (m)
‘6m fr id edge for 80Km/h
com ‘on road ee or Sans cane 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. z 1OHa 450 525 60 123 Line of sight shall have a min
Stone pitch Inlet/Outlet 15H 525 800 70 151 vegetation/bench clearance of 300
min. #200 rocks <1.oha 80 181 except where the sight line remains Top of car
ae 2/480 3 Ape 90 214 in the road formation as shown. height 1.25m
<3.0Ha
<toHa | 2/525 | 2/600 | |_100 _|_2#6_ LONGITUDINAL SECTION
jased on Austroads Pa -
<5.0Ho | 2/600 | (2) 2008, Table 3.2 ‘SSD - EXITING FROM DRIVEWAY

 

 

 

 

 

 

 

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

 

fall to the subject property where stormwater cannot

2 Coat Bitumen Seal 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 thot the drawing has been adopted by the appropriate Council.

 

  
  
     
 
 

- , to overtop access without | TYPICAL DRIVEWAY SECTION — ROAD IN CUT
Stone pila utet! inlet, affecting the main road.
Soak letlenied or ¥ 5.0m 800 , 1500 min , 1500_ |
invert of table drain 3 max
to grade into inlet and 3 a 2.8m_min
flow from outlet of « 33 ting
3 ‘ in
culvert. S2| Fixed 1_in 33, fall max lt in g
NOTES: na

“ Provide culvert where table drain exists

or water runs along embankment.

TYPICAL DRIVEWAY SECTION — ROAD IN FILL

 

 

 

 

 

 

 

 

 

 

 

 

ap

 

 

 

 

 

 

INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA

 

DRIVEWAYS
STANDARD DRAWINGS RURAL DRIVEWAY

RS—056

 

 

 

 

Pert