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Standard Drawings
Required cut batter for ______ Safe sight distance Safe sight distance
-J
Prohibited locations adequate sight distance Required cut refer to SSD table refer to SSD table
shown by heavy line. Lateral offset batter for Edge of obstruction
The greater of 15m from Lateral offset adequate sight
"to bench e.g. embankment Y— Driveway
Height of to bench
TP TP road edge or T.P.+6.0m
bench
distance C B-l
» RP boundary
required
Line of sight
TP ;/
Edge of road
300 min
15m min Line of sight Centre of lone
Height of —' L- Line of sight
bench requred Cut batter to —1 Rood centerline
Vegetation in this area — normal formation L Rura| Road
must be grass only & Vegetation in this area must be —
PROHIBITED LOCATIONS AT INTERSECTIONS 300 max in height grass only & 300 max in height PLAN
regular maintenance required.
FOR RURAL DRIVEWAYS Safe sight distance
BENCHING DETAIL refer to SSD table
>— Endwalls to be concrete or min 0200 rocks
grouted with cement. Safe Sight Distance Drivers eye
On roads with a marked centerline, ends to
SECTION B-B height 1.1m
be sloping if: Speed Limit Safe Sight
<4.6m from road edge for 60Km/h zone. PIPE SIZE (km/h) Distance (m)
<6m from road edge for 80Km/h zone.
<9m from road edge for WOKm/h zone. Catchment Area ARI 2 ARI 10 40 73
Refer to TMR Std Dwgs 1304,1305,1306 for 50 97
1.0m min
sloping/square endwalls. <0.5Ha 375 450
60 123 Line of sight shall have a min
Stone pitch Inlet/Outlet
<1.0Ha 450 525
70 151 vegetation/bench clearance of 300
/ min. 0200 rocks <1.5Ha 525 600
80 181 except where the sight line remains Top of car
R <2.5Ha 600 2/450
90 214 in the road formation as shown. height 1.25m
<3.0Ha 2/450 2/525
_L <4.0Ha 2/525 2/600
100 248
LONGITUDINAL SECTION
t 1.0m min _ |
<5.0Ha 2/600
For average daily traffic <= 2000, ARI 2
(2) Based on Austroads Part 4A -
2009, Table 3.2 SSD - EXITING FROM DRIVEWAY
I- o 5.0m 801 1500 min. varies 1500,
For average daily traffic > 2000, ARI 10
SECTION A-A min.
(1) Alternatives may be approved if sco 2.8m min
1 in 8 ma*
■O
supported with calculations in accordance ■8 fe
\//\ 125 Compacted gravel base, 4
with the provisions of the Queensland
v / A unbound pavement, Type 2.1. <D "5 1 ini 6 A
Urban Drainage Manual or under the cn o
TJ -C 6 mg
4.0m min provisions of Council’s Planning Scheme. LxJ CD 1 in 33 1 in 33 max.
(2) Seek consulting engineer advice.
Property boundary Create low point to T 300 min. cover
min 0375 allow larger storm events
Pipe length varies RCP Stone pitch outlet/inlet,
to overtop access without TYPICAL DRIVEWAY SECTION - ROAD IN CUT
concrete headwalls required TP affecting the main road. —
min 0200 rocks
5.0m 800 1500 min varies 1500
Invert of table drain
to grade into inlet and
•g I max
2.8m min
=4
L
flow from outlet of
<D 3
cn o 1in8
culvert. ■O JZ Fixed 1 in 33 fall
UJ cn max
R 5.0m NOTES: rnax
min 1 Guide post
1. A site assessment (By a Council representative)
each side
is to occur upon application for a pipe crossing.
Pipe crossings are not to be installed on road verges that
Edge of sealed shoulder fall to the subject property where stormwater cannot
2 Coat Bitumen Seal be directed to a natural water course or drainage easement or
Provide culvert where table drain exists
when there is no upstream stormwater catchment or V-Drain.
or water runs along embankment.
2. All dimensions are in millimetres unless shown otherwise.
DRIVEWAY PLAN
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.
WiK .... growing Number
DRIVEWAYS
iwing number changed from SEQ R-056 to RS-056
12/11 Drowinc INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA
06/10 I Review"
B 06/09 Review STANDARD DRAWINGS RURAL DRIVEWAY RS-056
IEI REVISIONS
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\//\ 125 Compacted gravel base,
y / A unbound pavement, Type 2.1.
4.0m MIN
Property boundory
If a concrete pavement is chosen for the remainder of driveway up to
Pipe length varies concrete property boundary, it must be at a minimum concrete Grade N32,175mm
headwalls required TP TP thick with SL72 reinforcement centrally placed and have a 50mm sand
blinding layer (max) as per IPWEA RS-051 Vehicle Crossings, Heavy Duty.
□
£
R 5.0m MIN
1 Guide post x
i
s.
each side
I
8
Edge of sealed shoulder
■2 Coat Bitumen seal Minimum 1.50m of driveway pavement abutting into existing
e
S
w z road edge to match existing road pavement or be a minimum
DRIVEWAY PLAN
of 125mm thick compacted gravel base (Type 2.1) pavement. i
H Wearing surface to be a 2 Coat bitumen seal or Asphalt in
accordance with MRTS 30 - DG14, 40mm thick (min.)
1
?
s.
1 2 3m 2
Scale 1:50 @A1 J
I
I
1
S
IS'
REFER IPWEAQ STANDARD DRAWING RS-056
FOR , TYPICAL SECTIONS, BENCHING, CULVERT
NOOSA SHIRE COUNCIL ADDENDUM TO RS-056 AND SIGHT DISTANCE DETAILS
5
A1
E
D
C
B
A A ISSUED 04/12/18 BLH MT
/I PLANNING INFRASTRUCTURE
ASSET DESIGN AND INVESTIGATIONS
PO Box 141 Tewantin, TEWANTIN OLD 4565
NOOSA
COUNCIL
VEHICLE CROSSINGS
STANDARD DRAWING ADDENDUM TO IPWEAQ SEQ RS-056
Capital Project Number
RS-056.1
Sheet No. - Revision No,
I
DATE REVISIONS REC. APPR. ph.(07) 5329 6500 fax.(07) 5329 6501 RURAL DRIVEWAY (CONCRETE ALTERNATIVE) 01 A i