Diveway crossover detail_12 Ponderosa

 

 

A)
4.0m MIN

 

  
 
  
 
 
 

Pipe Jength vories concrete
headwalla required

+.50m DES,
1.0tm MIN

NOOSA SHIRE COUNCIL ADDENDUM TO RS-056

125 Compocted gravel bose,
unbound povarent, Type 2.1.

 
 

 

| #3 concrete pavement is chosen for ths remainder of ‘Oliveway ap tor

 

broperty boundary, it must ba a! a minimum concrete Grade N32 17Snan
thick ‘ith SL72 reinforcement centrally placed and have a SGmm sand
bRnding iayer (max) as per PWEA RS-051 Vehicle Crossings, Heavy Duty.

 

 

2 Coat Bitumen seol

%

1 Guide post ~
each side

     
  

Minimum 150m of driveway pavement abetting into existing
road edge to match existing road pavement or be a minimum
of 125m thick compacted gravel hase (Type 2.11 pavement,
Wearing surface to be a 2 Coat bitumen saat cr Asphalt in
accordance with MRFS 39 - 01344, din thick (rnin.

REFER IPWEAQ STANDARD DRAWING RS-056
FOR , TYPICAL SECTIONS, BENCHING, CULVERT

 

 

 

 

 

 

 

 

 

 

 

AND SIGHT DISTANCE DETAILS
iE & Parra
& PLANNING INFRASTRUCTURE ; VEHICLE CROSSINGS Sais Bupa
Ad Hy J 4] ASSET DESIGN AND INVESTIGATIONS = MA ‘STANOARO:ORAWING ADDENDUM TO IPHEAD SEG RE-0S4 RS-056.1
ue) PO Box 141 Tewantin, TEWANTIN QLD 4565 aa qoute; Ramvane
tae pe Leo phco7}5329 6500 taxb7) S230 sso A A ROD RURAL DRIVEWAY (CONCRETE ALTERNATIVE) [9 A

 

 

 

 

 

 

 

 

 

 

 

 

 

FERMI IONE NETH WORORE:T 2UROR Corimentaegreang RaW IED ROE ACME ONE DAIL EANRTCT Rene ueEar