Diveway crossover detail_12 Ponderosa

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each side

  
 

 
   

 

 

 

 

 

 

4. A site assessment (By o Council representative)
is to oceur upon opplcntion tor a pipe crossing.
Fipe crossings are nor to be installed am read verges that

 

 

Edye of sealed shoulder
2 Caat Bitumen Seal

DRIVEWAY PLAN

fall to the subject property where sicrmwater cannot

be directed to a natural water course of drainage easemert or

wher there is ro upstrearn stermwater catchment or ¥—Drain,
2. All dimetisions are in milimettes unless shown otherwise,

These drawings huve beer dowsloped in consattation batwean the participating Councils,
BEFORE USE, the user shall confi that the drawing haz been adopted by tha appraoptlota Council

Required cut batter for Sufe sight distance 1 Safe sight _disturce |
Prolibied locations adequate sight distance po Required: cut refer to SSB table ) refer to 55D fable
shown by heavy line. Lateral offset batter far Edge of obstructlan
The gredter of 15m -from [te baich “| . Loterul_ offset |! adequate sight ae. ambanterent.
yp \, road edge or TA46.0m pee of (7% bench distance a Brivewey
wundary *
requiced — i Line of sight
. -
Edge of road + L Laon min | a5 8
Line of sight 7 Beare cP lane” aa —
Height’ of Sf Line of sight i oe Gata Eerie of are
bench requred Cut batter to 7 ‘cad centerline | + “AC
Vegetation in this area normal formation i
tmust be gross only 4 Vegetation in ihis crea must be & Rural Road
PR R 300 mate in height —gtdes anly & 300 max in height 8 ~! PLAN
R RURAI AY regular maintenance required. Safe sight. distance
Endwalls 4a. be concrete ot, min #200 rocks BENCHING DETAIL cafe Si eter Ts S50 fable
gyruted with comers / SECTION BB Safe Sight Distance Drivers eye -
be ‘pase sik a marked -corderling, endé ta SECTION 8-8 Speed Linit Sate Sight height fre
44.0ta from toad edge tor BlKmyAs zens PIPE SIZE (kro/h} [Distance (m}}
<Sm from road edge for 8GKm/h zene. 7 .
‘im trom rend ade for vee zone, [Catchment Area | ARI 2 | ARI 10 40 73
Refer to TMR Sid Dwge 1804,1305,1306 for <o.5Ha 78 250 50 go? :
sloping/squate endwalls, é 1 OHo 459 538 6G 123 Line of sight shall have a atin ~?
Stone pitch Inlet/Outlet eLsth 525 500 7 141 vegetotion/bench clearance sf 300 i
min. 6200 rocks od ee a 86 184 eetept where the sight line remains Top of car —
<2.5H0 600 2/450 a0 214 in the read formation as shown, height 125m
«<3,0He as4ao | 2/925 108 S48
_t cfoHa | 2752 | 7ye00 | EL ONGITUDINAL SECTION
5 3 6. ise] an Austreads Part 7
a sock | 2/800 |) 2008, Table 22 SSD_= EXITING FROM DRIVEWAY
1.0m in For average daily traffic <= 2000, AR 2 , , ‘
SECTION ALA I ~ | ( For average daily traffic > 2050, ARI iG z 5.om So. 2200 min vores EOD ey
(1) Atternovives may be approved ba Bj 2aemin
p ‘ suppsrted with colsulations in accordance B
[~] 125 Compacted gravel base, wah the provisions of the Gueerskind | BS
“unbound pavement. Type 2.1 Urban Orginage Manual or under the Be
4dr min provisions of Council's Planning Scheme, tial ie 33
} Seek consultin ice.
| Property boundary @ consulting engineer. advice Create low pot We 400 min. cover
~ Win 8375 allow larger sterm events
Pipe length varies ~ RCP oe , : ta overtop access without | JIYPICAL DRIVEWAY SECTION — ROAD IN CHT
conerete headwals required yp Rane ch outlet inter, ‘affecting the main road.
g Som: B09 1800 min, voridy 1500
Invert of toble drain a 3 pre
te grade into inlet and q ® 2.8m_min
flow fram outlet of € ee
: culvert, Ee | Fired tin sitar || i,
Ez 1 Guide post Lin 4
a
os

| 8 me

L Provide culvert where table drain existe
or water runs along embankment.

TYPICAL ORIVEWAY SECTION - ROAD IN FILL

  

 

 

 

 

 

 

 

 

 

 

 

 

 

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et Ce TS EA

DC iat matte ced an oes eee INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALAS ORNEWAYS

Ane ab cewne STANDARD DRAWINGS RURAL, ORWEWAY RS-056 fg
f f

 

 

 

 

 

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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