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TMR Standard Drawing SD1807 Rural Property Access Rev B
Attached to the e-mail A).eml, inside Response to Information Request - 38 Barina Ct - OPW25/0049.
For road widening to pass
turning vehicle refer Note 4
Note: Traffic lane and shoulder widths will vary [
Shoulder edge
For road widening to pass
turning vehicle refer Note 4
For linemarking requirements refer to
TMR MUTCD Part 2.
Shoulder edge
Traffic lane/Edge line
Road centre_line
Traffic lane/Edge line
1:6 Batter (Desirable)
Refer Detail 2 on Drawing 2.
\ cot of RCP is to be positioned generally Sih
a
(= Shoulder
= Oo
Provide scour protection at inlet and outlet of
culvert. Scour protection to be in accordance "|
with AGRD-5B Fig 3.16
Taper 1 in 10
Jil itit¢
1:6 Batter (Desirable).
Refer Detail 2 on
Drawing 2.
line with the existing longitudinal drain unless
otherwise agreed in writing with TMR.
If approved by TMR, drain can be regraded to inlet
and outlet, provided with rock scour protection.
L
Refer to steratve
Taper 1 in 10 edge
treatments on Drawing 2
ITC] I
[Di ti tid oti tie
cpt **
Min. 375mm dia. culvert size, quantity and
class to be determined by RPEQ.
Min. 300mm cover.
/
For linemarking requirements > Traffic lane/Edge line
refer to TMR MUTCD Part 2 Road centre line
XX op
E Traffic lane/Edge line
LALO EES SE VETS EEE LEER OEE i
i t + (H Shoulder edge
a
. / e ”7 \ I ea ~ \Taper 1 in 10
Taper 1 in 10 rocco DART aps
Provide scour protection at inlet RO. { | Ye | TTT
and outlet of culvert. Scour yey K |
protection to be in accordance with Tp 5
AGRD-5B Fig 3.16 — Bp AS |
Avid tid fd =| i “Ad | Avis td
L S Ali tid tity
ao y ment 1 ye \ = al Eos 7
LW =< 4+ti2-— ~~ _! — Property boundary
HER CP \ refer to alternative
Min. 375mm dia. culvert size, quantity and | c_ treatments on Drawing 2
class to be determined by RPEQ.
Min. 300mm cover. (AN . wo kK
Use 2 precast sloping head walls where Pp Grid or gate location if required
pipe is within clear zone.
Refer Note 7 on Drawing 2.
TYPE A and B
(Refer Table 1)
TABLE 1 — SETOUT DIMENSIONS
/
LEGEND
Pavement Type 1 — Bitumen surfacing, 2 coat bitumen seal.
Pavement depth and type to match existing or proposed through road
pavement. Refer to Table 2 for minimum depths.
Pavement Type 2 — Gravel, unbound pavement. Refer to Table 2 for depths.
Access may be required to be sealed for up to 10m width from edge line
(to minimise gravel on through road) to be determined by the RPEQ.
* Maintain existing shoulder crossfall and superelevation.
Length ’S’ to property boundary by TMR. Where length 'S’ is greater
TYPE A TYPE B TYPE C TYPE D
Residential Commercial Special Special
(Car/Service Vehicle) | (Single Unit Truck/Bus) | (Articulated Vehicles) (Road Train Type 1)
R1 10m 10m 15m 20m
R2 10m 10m 12m 12m
D 2m 2m 3m 3m
Xx 3m 5m 4m Sm
Ss 12m 15m 22m 30m**
G 4-6m9 4-6m 9 6m 6m
@ 6m Minimum width for two—way two-lane access.
*x than the road reserve boundary, then fencing and grid/gate shall be
recessed at the cost of owner from property boundary to ensure .
vehicle does not impede through lane. 3 g
23
rk RCBC (min. size 600x300) can be used instead of RCP, or invert Existing Pavement 5 6m_ min
option where table drain is of insufficient depth for a culvert.
Denotes Road Edge Guide Post
a The Filled in portion denotes a red reflector and the open
portion a white reflector.
TABLE 2 — MINIMUM PAVEMENT DETAILS AND DEPTH
TYPE A TYPE B TYPE C & D
Residential Commercial Special
(Car/Service Vehicle) | (Single Unit Truck/Bus) | (Articulated Vehicles)
150mm(Min.) 200mm(Min.) 280mm(Min.)
Seales Povernent Type 2.2or Type 2.2®or Type 2.2 or
ase Course wo wpe scat
match existing match existing match existing
150mm(Min.) 200mm(Min.)
Unsealed Pavement Type 2.4%or Type 2.4% or f
Base Course spe wpe
match existing match existing
(— 1 \cutback
XQ of 2/
Existing Pavement
* max +5%
(Refer Note 3)
Subgrade level
be determined by RPEQ.
ON STRAIGHTS AND INSIDE OF CURVES
Shoulder
edge
6m_min
NOTE:
of Table 1.
# Bitumen sealed pavement only.
unable to be used.
1. Pavement to be sealed if through road is sealed to minimum of width 'D’
2. Where access is located on curves, intersections or is Type C, or excessive
screwing motion will occur, pavement seal to extend to property boundary
at the owner's cost to the engineer’s/designer’s discretion.
Type 3.1 or 4.3 or match existing is permissible if Type 2.2/2.4 is
max +5%
(Refer Note 3)
ON OUTSIDE OF SUPERELEVATED CURVES
SECTION (A.\
ry,
Proposed RCP (min. 375mm dia.)
culvert size, quantity and class to
Access
N
CG pipe is within clear zone.
. . Refer Note 7 on Drawing 2.
RK Grid or gate location
CP if required**
TYPE C and D
(Refer Table 1)
NOTES:
1.
Profile
5.
6.
/ /
Property boundary Use 2 precast sloping head walls where
Details shown on this drawing are the minimum layout requirements for a
private rural property access. For additional requirements and other design
considerations refer to Sections 7.2.1 and 7.2.3 of the AGRD-4 (2009).
For sight distance requirements refer to Section 3.4 of the RPDM (2nd Edition)
Volume 3 Supplement to AGRD-4A, and Section 3 of the AGRD-4A (2010).
Vertical clearance checks to be carried out for proposed vehicle in accordance
with AS 2890.2 — Parking Facilities Off-Street Commercial Vehicle Facilities.
RPEQ or designer to conduct traffic impact assessment to determine if turning
treatments are required. Rural right—turn treatments maybe appropriate, refer
to Section 7.5 of the AGRD-4A (2010) for pavement widening requirements.
Pavement type to match existing or minimums specified in Table 2 of this
drawing.
This drawing is to be read in conjunction with Drawing 2 of 2.
All dimensions in metres and are minimum unless specified.
REFERENCED DOCUMENTS:
Departmental Standard Drawings:
1243 Precast Culvert Headwalls — Headwall Connections for Culverts
1305 Pipe Culverts - Headwall and Apron for Pipe Diameter 375 to 675
1359 Culverts - Installation, Bedding and Filling/Backfilling Against/Over Culverts
Departmental Documents:
RPDM — Road Planning and Design Manual (2nd Edition)
MRTSO3 Drainage, Retaining Structures and Protective Treatment
Austroads Guide to Road Design:
AGRD-4 (2009) Part 4: Intersections and Crossings — General (2009)
AGRD-4A (2010) Part 4A: Unsignalised and Signalised Intersections (2010)
AGRD-5B (2013) Part 5B: Drainage — Open Channels, Culverts and
Department of Transport and Main Roads
PROPERTY ACCESS
Floodways (2013)
cof Transport and Main Roads) 2021
©The State of Queensland (Department
hitp://creativecommons.org/licenses/by/
nd | 40/
Government
AS Standard Drawing No
RURAL PROPERTY ACCESS = 1807
DRAWING 1 OF 2 to
Scale Date 11/2021
Le] [| T J J
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Pa T
Provide scour protection at
inlet and outlet of culvert.
Scour protection to
be in accordance with
AGRD-5B Fig 3.16
TI
a) ~—RCBC |
Min. 600x300mm RCBC, quantity, class
and cover to be determined by RPEQ.
Use 2 sloping head walls where
a
RCBC is within clear zone.
Refer Note 7.
|
|
For Access Setout refer |
Table 1 on Drawing 1
|
|
existing alignment.
ee ON
1:6 Batter (Desirable)
| | surface
Refer Detail 2.
| Table drain to join
|
Concrete/pavement/bitumen
Invert. Refer to Section C
for invert crossing details.
Table drain profile to be flush
with invert crossing finished
surface.
Shoulder
edge
Existing Pavement
Cutback
RC BOX CULVERT PLAN VIEW
6m_min
* max +5%
(Refer Note 3)
Proposed RCBC (min. 600mm x 300mm).
RCBC size, quantity and class to be
determined by RPEQ.
ON STRAIGHTS AND INSIDE OF CURVES
©
s
So
oD
Pars 5z
Existing Pavement ” ® 6m_min
max +5%
J (Refer Note 3) (
ra ~~ Access Profile
\
\ 7 ~ J
Nu? ~ _ 7 7
Cutback
ON OUTSIDE OF SUPERELEVATED CURVES
Existing Pavement
SECTION (®)
Shoulder
edge
1:4 minimum batters for
constrained situations
Ts
6 Batter 16 Barter
BATTER DETAIL
DEIAL f 2 )
Existing Pavement
INVERT CROSSING PLAN VIEW
3
3
a
>
s
o @
& x
3.46
S$ 5
3
5 »
ss
oO ww
—
N
214
1
CUTBACK DETAIL
DETAIL
Shoulder
edge
*
INVERT CROSSING
Invert crossing
For dimensions
1; refer to Note 3 1
Refer Notes 2 and 3 for
New Access Pavement
Property
Boundary
additional invert requirements.
For concrete inverts strength
and thickness refer note 6.
For other surface inverts
depths refer Note 4.
SECTION f g )
LEGEND
Pavement Type 2 — Gravel, unbound pavement. Refer to Table 2 of
Drawing 1 for depths. Access may be required to be sealed for up
to 10m width from edge line (to minimize gravel on through road)
to be determined by the RPEQ.
Invert crossing surface
* Maintain existing shoulder crossfall and superelevation.
NOTES:
1. This drawing is to be read in conjunction with Drawing 1 of 2.
Minimum longitudinal fall for concrete or bitumen invert is 0.3%.
1 in 6 grade can be further levelled for larger design vehicles. Ensure
sufficient area for drainage remains. Dimensions to be based on
stormwater flow rate for appropriate design ARI event to ensure invert
crossing can meet required capacity. Type 22 and Type 28 inverts can
be used if drainage design criteria is met.
4. Vertical clearance checks to be carried out for small rigid vehicle to
ensure adequate transition between change in grade. Refer to
AS 2890.2.
5. For pavement or bitumen surfacing inverts, refer Table 2 on Drawing 1
for minimum depths.
6. Concrete access to have minimum N32 concrete, 100mm thick on
100mm thick sub—base gravel. Concrete access to be reinforced with
SL72 mesh with minimum 40mm top cover.
7. Culvert clear zone varies with location and speed environment. Refer to
TMR Road Planning and Design Manual — Supplement to AGRD Part 6,
and Austroads Guide to Road Design - Part 6.
REFERENCED DOCUMENTS:
Departmental Standard Drawings:
1260 RC Box Culverts and Slab Link Box Culverts —
Culverts Height = 375 To 600
1033 Kerb and Channel — Profiles
Australian Standards Documents:
AS2890.2 Parking Facilities — Off-Street Commercial Vehicle Facilities
©he State of Queensland (Department
‘of Transport and Main Roads) 2021
Department of Transport and Main Roads
PROPERTY ACCESS
hitp://creativecommons.org/licenses/by/
nd | 40/
Government
AS Standard Drawing No
RURAL PROPERTY ACCESS = 1807
DRAWING 2 OF 2 to
Scale Date 11/2021
Le] [| T J J