2008-18366 SRA - Approved plans · MCU20/0074

 

 

 

 

 

 

 

 

 

ALLOWABLE NUMBER AND WIDTH OF RESIDENTIAL VEHICLE CROSSINGS
ALLOWABLE MAX W1 W3 (max WIDTH SPECIAL CONDITIONS APPLICABLE LEGEND
TYPE DESCRIPTION No. OF (INCLUDES 500mm w2 AT PROPERTY | (All vehicle crossings are subject to relevant (VEHICLE CROSSING PROHIBITED LOCATIONS)
CROSSINGS |TAPER, BOTH SIDES) (VARIES) BOUNDARY) council approval.)
7 NKL nominal kerb line
ts 1 Single garage 1 4.0m 3.0m—4.0m 4.0m (face of kerb)
3 2 Double garage or more | 5.0m 3.0m—-5.0m 5.0m TP oo Tangent point on NKL
lw 3 Double garage or more 2 5.0m 3.0m—5.0m 5.0m 1. min 40.0m frontage; . — Prohibited locations shown in a
a 2. min 12.0m between two crossings. heavy line, based on AS 2890.1
= . ns .
” 4 | Double garage or carport 1 6.0m 4.0m-6.0m 6.0m Subject to carport/garage approval. x The points marked X are either
on property boundary at the median on a divided road,
or at the intersection of the main
>< 5 Duplex with frontage 1 6.0m 4.0m—6.0m 6.0m road centreline and the
= 20.0m_or less prolongation of the side road NKL
a 6 Duplex with frontage 2 5.0m 4.0m—5.0m 5.0m min 7.0m between two crossings. line on an undivided road.
greater than 20.0m

 

 

 

 

 

 

 

 

 

 

Vehicle Crossing General 4000 verge Vehicle Crossing General 4000 verge

re re

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

- Existing path to be saw cut
Kerb — Internal and removed prior to
ap Alternative driveway edge kerb crossing construction. — Stormwater kerb inlet Typical carpark bay
Kerb and “nm aper Driveway edge Kerb and channel taper Install dowelled expansion oe
joint refer to RS-065 = . '
A Property boundary (both sides) 8 1.0m clear of both sides ‘
1 V ole A Property boundary ~ of local area on t
Se V 2x management devices '
SIE S).s G \
--|—F Sle .
s Mio Refer sections A+B on s s ] A 1.0m clearance 2
TTS > drawing number RS-050 “TTS > g = B from both sides
g 3 g 8 24 fF | of pit lintel Z Z
4 a 3 a 3 A 3| |= = =
= cu N ao mm - cu N ao mn
= 2 = > = 2 Z = > E/E EE
= TP S/S TP TR ofo tS Stofotp
e s & & a Lf
& Refer sections A+B on & NKL NKL.
oa = j - oS
S am Xe drawing number RS-050 s
500 max ~>~ Ld 500 max 6.0m 6.0m 6.0m 6.0m
vertical _| - vertical _| f t ——* X - :
transition < transition Driveway edge Median Centreline of main road
length J <— . length 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 to allow clean removal
of back of kerb and channel. of back of kerb and channel.
NOTE: refer note 23 on RS-050. NOTE: 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. PLANS AND DOCUMENTS

 

SETOUT_ REQUIREMENTS ALTERNATIVE SETOUT (INTERNAL TAPERS) AGENCY RESPONSE

These drawings have been developed in consultation between the participating Councils. SARA ref: 2008-18866 SRA
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.

 

 

 

 

 

 

 

 

 

 

Date: 20 October 2020
5 oy i Review tle, nates, boundary distance and details amended, alternative setout detail added) VEHICLE CROSSING
Cl 06/76 | Review (terminoloay) INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA LOW DENSITY RESIDENTIAL RS_049
a Co/12 oR STANDARD. DRAWINGS ENSITY RESID
AL 10/12 ORIGINAL ISSUE SOS

 

 

 

 

 

 

 

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