Attachment 5 Engineering plans · OPW19/0177

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ALLOWABLE NUMBER AND WIDTH OF RESIDENTIAL VEHICLE CROSSINGS
ALLOWABLE MAX W1 W3 (max WIDTH SPECIAL CONDITIONS APPLICABLE
TYPE DESCRIPTION No. OF (INCLUDES 500mm w2 AT PROPERTY (All vehicle crossings are subject to relevant
CROSSINGS |TAPER, BOTH SIDES) | (VARIES) BOUNDARY) council approval.)
rm 1 Single garage 1 4.0m 3.0m—4.0m 4.0m
3 2 Double garage or more 1 5.0m 3.0m—-5.0m 5.0m
w 3 Double garage or more 2 5.0m 3.0m—-5.0m 5.0m 1, min 40.0m frontage; .
3 2. min 12.0m between two crossings.
2
“° 4 | Double garage or carport 1 6.0m 4.0m-6.0m 6.0m Subject to carport/garage approval.
on property boundary
>< 5 Duplex with frontage 1 6.0m 4.0m—6.0m 6.0m
a 20.0m_or less
a 6 Duplex with frontage 2 5.0m 4.0m—5.0m 5.0m min 7.0m between two crossings.
greater than 20.0m
Vehicle Crossing General 4000 verge Vehicle Crossing General 4000 verge

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LEGEND
(VEHICLE CROSSING PROHIBITED LOCATIONS)
NKL nominal kerb line
(face of kerb)
TP oo Tangent point on NKL
Prohibited locations shown in a
heavy line, based on AS 2890.1
X The points marked ‘xX’ are either

at the median on a divided road,

or at the intersection of the main

road centreline and the

prolongation of the side road NKL

line on an undivided road.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Existing path to be saw cut
Kerb Internal | and removed prior to
Alternative driveway edge kerb crossing construction Stormwater kerb inlet Typical carpark bay
Kerb and channel taper Driveway edge Kerb and channel taper Install dowelled expansion
\ joint refer to RS-065 7 1.0m cl f both sid
JA Property boundary (both sides) 8 oe oe dl oon tific
\ v slo /\ Property boundary e of local area traffic
Sls Vv o management devices
Sle Sls %
_--1—q | Sle “
-b 5,
s LF Refer sections A+B on s © 1.0m clearance v
TT > drawing number RS-050 “TTL > g 4 from both sides
g $s g 3 2, of pit lintel 2 Z
q 2 g Ss S| Zz Zz
A ‘a 3 ‘a 3 3
= 4 2 Bim s SI x Bom A
= g = >= = g = > & ESE
3 5 TP Oo TP 5 OS of TP
5 S a e &
& aren sections ane L & NKL.
srr FLL, irawing number -' s [_
R XN ~L R ae ete ele ao
500° max >t y 500 max 6.0m 6.0m 6.0m 6.0m
vertical _] vertical ——_—* x : .
transition « transition Driveway edge Median Centreline of main road
length length
J x ad A NKL NKL.
1500 Existing path to be saw cut and removed prior 1500 Existing/future concrete path
to crossing construction. Install dowelled refer note 23 on RS-050 | |
expansion joint refer to RS-065 (both sides) 6.0m 6.0m
Sawcut to allow clean removal Existing/future concrete path Sawcut re atew clean removal
NOTE: of back of kerb and channel refer note 23 on RS-050 NOTE: of back of kerb and channel. COLLECTOR ACCESS
1. Services & road furniture will not be moved for Vehicle Crossings. 1. W3 may not be less than W2.
2. This drawing to be read in conjunction with RS—050. VEHICLE CROSSING PROHIBITED LOCATIONS
3. W1 may not be less than 4.0m at any point, inclusive of 500mm tapers.
4. W3 may not be less than W2.
SETOUT REQUIREMENTS ALTERNATIVE SETOUT (INTERNAL TAPERS)
These drawings have been developed in consultation between the participating Councils.
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.
EL OI719 | Reew (ble, oles bound dalooe ow Gaols orended, female scot deal odd] VEHICLE CROSSING a
C06/16 | Review (terminology) INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA LOW DENSITY RESIDENTIAL RS-—049 [Ee]
B [06/14 | Review STANDARD DRAWINGS 1B
| 10/12 | ORIGINAL ISSUE p> PLAN 1 OF 2 ra
vL_ OAT REVSIONS Rv