State Government

Transport

Department of

coffey rail$TIM

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$FILE$

DescriptionDateIn Serv Rev.

Drawn By Designed By

Checked By

Approval Date

Drawing NumberIn Serv.

Scale Sheet Size

Sheet No.

Down LocationUp Location Datum

Approved

Ind. Review

Revision

Franchisee / Lessee

Consultant

East.

North.

ID#

East.

North.

ID#

Approv.Ind. Rev.Checked

File Name

Revised By Designed

Victrack’s prior written consent.not be provided to, or used by, any other person withoutperson or organisation to whom Victrack provides it. It mayThis drawing is provided only for the information of the dimensions.All written dimensions take precedence over scaled drawing or the information contained in it.liability in relation to the use of, or any reliance on, thisVictrack from all and any loss, damage, cost, expense orcontained in this drawing. Each user of this drawing releasesthe completeness, accuracy or quality of any informationresponsibility for, and makes no representations in relation to,maximum extent permissible by law, Victrack takes noinformation provided by, persons other than Victrack. To theThis drawing has been prepared by, or compiled from

of

Certifie

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01 01

A3STD_C0003

STANDARD DRAWING

AS SHOWN

STD_C0003.dgn

B.C.

PASSIVE LEVEL CROSSING

GENERAL ARRANGEMENT PLAN

RAILWAY TRACK AND CIVIL

V/LINE

OPERATORS AUTHORISED BY DATE

METRO

B.C.

A.C.

H.R.E. 16/12/11

<REDRAWN & REVISED. SUPERSEDES PLAN No. STD F577>

ED

GE O

F S

EAL

ED

GE O

F G

RAVEL

ED

GE O

F S

EAL

ED

GE O

F G

RAVEL

BAC

K O

F K

ERB LIN

E

BAC

K O

F K

ERB LIN

E

RAILWAY CROSSING

MIN.

2550

1250

2550

2550

1250

NOTES:

REFER NOTE 3.RX-9 ASSEMBLY.

RX-1/RX-2 ASSEMBLYREFER NOTE 2

REFER NOTE 3.

RX-9 ASSEMBLY

REFER NOTE 3RX-9 ASSEMBLY

REFER TO NOTE 2.RX-1/RX-2 ASSEMBLY

REFER TO NOTE 3.RX-9 ASSEMBLY

REFER TO NOTE 2.

RX-1/RX-2 ASSEMBLY

REFER TO NOTE 3.

RX-9 ASSEMBLY

REFER TO NOTE 3.

RX-9 ASSEMBLY

REFER TO NOTE 2

RX-1/RX-2 ASSEMBLY

REFER TO NOTE 3.

RX-9 ASSEMBLY

2550

2550

1000 MIN.

500

2550

750

1000 MIN.

500

750

REFER NOTE 4.WELD MESH FENCE

CARRIAGEWAY

STD_C0001 FOR DETAILS

ARRANGEMENT. REFER TO

PEDESTRIAN CROSSING

ACCORDANCE WITH STANDARD

TO BE PROVIDED IN

PEDESTRIAN PROTECTION

2550

150

150

150

4300 M

IN

4300 M

IN

STOP LINE

REFER TO NOTE 3.

RX-9 ASSEMBLY

STOP LINE

4300 M

IN

2100 M

IN

2350 M

IN

150

2350 M

IN

2100 M

IN2100 M

IN

4300 M

IN

4300 M

IN

2100 M

IN

4300 M

IN

STOP LINE

STOP LINE

CR

OSSIN

G

PEDESTRIA

N

PEDESTRIA

N C

ROSSIN

G

(GENERALLY WHERE PROVISION IS MADE FOR PEDESTRIAN CROSSINGS)

CROSSING

PEDESTRIAN

CROSSING

PEDESTRIAN

TYPICAL CROSS SECTION : FOR ROADS WITH KERBS AND OR CHANNELS TYPICAL CROSS SECTION : FOR ROADS WITHOUT KERBS AND OR CHANNELS

4300

4300

TYPICAL ARRANGEMENT : FOR ROADS WITH KERBS AND OR CHANNELS TYPICAL ARRANGEMENT: FOR ROADS WITHOUT KERBS AND OR CHANNELS(GENERALLY WHERE THERE ARE NO PEDESTRIAN CROSSINGS. APPLIES TO SEALED AND GRAVEL ROADS)

RAILWAY CROSSING

4300 M

IN

4300 M

IN

STD_C0001 FOR DETAILSARRANGEMENT. REFER TOWITH STANDARD PEDESTRIAN CROSSINGTO BE PROVIDED IN ACCORDANCEPEDESTRIAN PROTECTION

VARIE

S 100-1000

VARIE

S 100-1000

VARIE

S 100-1000

VARIE

S 100-1000

RX-1 OR RX-2 ASSEMBLY

TO CHANGE THE TYPE OF PROTECTION,

APPROVAL IS REQUIRED

ROAD MANAGER

RX-1 OR RX-2 ASSEMBLY

TO CHANGE THE TYPE OF PROTECTION,

APPROVAL IS REQUIRED

ROAD MANAGER

WIDTH OF 8 m IS REQUIRED FOR RURAL ROADS TO ALLOW FOR FARM MACHINERY.

ADDED TO THE OUTER EDGE OF EACH CARRIAGEWAY. A MINIMUM CLEAR

ROAD AUTHORITY’S REQUIREMENTS. ON DUPLICATED ROADS, THE 1.5 m IS

SIDE; THAT IS THE CARRIAGEWAY WIDTH PLUS 3 m; AND SHALL CONFORM WITH

SHOULDERS PLUS, IF REQUIRED BY THE ROAD AUTHORITY, 1.5 m ON EACH

SHOULD BE EQUAL TO THE APPROACH ROAD TRAFFIC LANES PLUS

6. THE MINIMUM CLEAR WIDTH PROVIDED THROUGH LEVEL CROSSINGS

CROSSINGS WHEN SPECIFIED BY THE RAIL OPERATOR.

5. THE PROVISION OF WELD MESH FENCING AT LEVEL

B)MAXIMUM, 25% MORE THAN THE DISTANCE GIVEN.

A) MINIMUM, 10% LESS THAN THE DISTANCE GIVEN.

FOLLOWING TOLERANCES MAY BE APPLIED:

OR SIGN ASSEMBLY WITH RESPECT TO OTHER ITEMS OR FEATURES, THE

4. WHERE THERE IS A SPECIFIC DISTANCE FOR THE POSITIONING OF A SIGN

AWAY FROM THE NORMAL.

SURFACE OF THE SIGN, IT SHOULD BE TURNED ABOUT 5 DEGREES

AND PEDESTRIANS. TO AVOID EXCESSIVE REFLECTION FROM THE

SIGHT LINES TO TRAINS FOR ROAD USERS AT THE STOP LINE

BE TAKEN THAT THE SIGNS (RX-9 ASSEMBLY) DO NOT OBSTRUCT

AS1742.7. ON PASSIVE CONTROL CROSSINGS CARE NEEDS TO

3. THE RX-9 ASSEMBLY SHALL BE INSTALLED AS OUTLINED IN

TYPE OF PROTECTION, RX-1 OR RX-2 ASSEMBLY.

2. ROAD MANAGER APPROVAL IS REQUIRED TO CHANGE THE

IN ACCORDANCE WITH THE SAFETY INTERFACE AGREEMENT (SIA).

WITHOUT APPROVAL FROM BOTH THE ROAD AND RAIL AUTHORITIES

1. CROSSING WIDTH : EXISTING WIDTHS ARE NOT TO BE ALTERED