std_c0001

State Government

TransportDepartment of

coffey rail$TIM

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$DA

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$FILE$

DescriptionDateIn Serv Rev.

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Revised By DesignedVictracks 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

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01 06

A3STD_C0001

STANDARD DRAWING

AS SHOWN

STD_C0001.dgn

B.C.

PEDESTRIAN CROSSINGGENERAL NOTES & SPECIFICATIONS

SHEET 1

RAILWAY TRACK AND CIVIL

V/LINE

OPERATORS AUTHORISED BY DATE

METRO

B.C.

A.C.

16/12/11H.R.E.

IRJ

1.

2.

3.

4.

300

1200

50

5.

6.

7.

12.

12.1

12.2

12.3

13.

PERMANENT SURVEY MARK

SURVEY STATION

S&C PIT

S&C RELAY

STAUNCHION

RAILWAY OVERHEAD STRUCTURE

GUY

LIGHT POLE

POWER POLE

ELECTRICITY PIT

INSULATED RAIL JOINT

SIGNAL

FLASHING LIGHTS

TELECOM POLE

TELECOM PIT

TELECOM PILLAR

G & F VALVE

STOP VALVE

FIRE PLUG

FIRE HYDRANT

SIDE ENTRY PIT

GRATED PIT

DRAINAGE PIT

SEWER PIT

TREE

SERVICES LEGENDGUARD FENCE

FENCE ON BOUNDARY

FENCE

COMPRESSED AIR - ABOVE GROUND

COMPRESSED AIR - UNDER GROUND

DRAIN - ABOVE GROUND

DRAIN - UNDER GROUND

ELECRICITY - ABOVE GROUND

ELECTRICITY - UNDER GROUND

LOW VOLTAGE ELECRICITY - A. GROUND

LOW VOLTAGE ELECTRICITY - U. GROUND

HIGH VOLTAGE ELECRICITY - A. GROUND

HIGH VOLTAGE ELECTRICITY - U. GROUND

FUEL - ABOVE GROUND

FUEL - UNDER GROUND

GAS - ABOVE GROUND

GAS - UNDER GROUND

HP GAS - ABOVE GROUND

HP GAS - UNDER GROUND

OPTIC FIBRE - ABOVE GROUND

OPTIC FIBRE - UNDER GROUND

HP OIL - ABOVE GROUND

HP OIL - UNDER GROUND

PIPELINE - ABOVE GROUND

PIPELINE - UNDER GROUND

SERVICE DUCT

SEWER - ABOVE GROUND

SEWER - UNDER GROUND

SIGNALS & COMMS SERVICE LINE - A.G.

SIGNALS & COMMS SERVICE LINE - U.G.

SIGNAL RODING ABOVE GROUND

TELSTRA - LINE ABOVE GROUND

TELSTRA - UNDER GROUND

SIGNALS TROUGHING - ABOVE GROUND

SIGNALS TROUGHING - UNDER GROUND

UNIDENTIFIED SERVICE

WATER SUPPLY - ABOVE GROUND

WATER SUPPLY - UNDER GROUND

SYMBOLS

UNLESS SHOWN OTHERWISE, ALL DIMENSIONS ARE IN MILLIMETRES.

& ASSOCIATED WORKS SHALL BE IN ACCORDANCE WITH DRAWINGS / REFERENCES AS BELOW:UNLESS NOTED OTHERWISE, INSTALLATION, SIGNAGE, UNSPECIFIED DIMENSIONS

3.1

3.2RAILWAY CROSSINGSMANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

3.3 KERBS

3.4

3.5

VICROADS SD 2001

8.

9.

10.

11.

FOOTINGCONCRETE

MIN.

MIN.

OR EQUIVALENTDOMED TREATED PINEMIN. 150

ACTUAL LOCATIONS ARE TO BE DETERMINED ON SITE PRIOR TO COMMENCEMENT OF WORK.SERVICES INFORMATION OBTAINED FROM "DIAL BEFORE YOU DIG" AT THE TIME OF DESIGNUNDERGROUND SERVICES IF SHOWN ARE APPROXIMATE ONLY.

ARROW FOR GRADE SHOWN ON DRAWING REPRESENTS DOWN DIRECTION.CROSS FALL TO BE PROVIDED FOR LEVEL PATHWAY, MAX. 1:40.ALL PROPOSED PATHS TO BE GRADED NO STEEPER THAN 1:14.

BACKFILL 0F 20mm SINGLE SIZE AGGREGATE TO A MINIMUM COVER OF 100mm ABOVE THE PIPE. MINIMUM FALL OF 1 IN 300 FOR ALL DRAINAGE PIPE OR AS TO REQUIRED CALCULATION.

CLASS 3 RCP PIPE OR EQUIVALENT AT ABOUT 2700mm FROM RUNNING EDGE OF NEAREST RAIL AT DEPTH OF OPEN DRAIN, MINIMUM SIZE 225mm

DIMENSION:

INSTALLATION & REFERENCE

DRAINAGE

DRAINAGE PIPE ACROSS TRACKS

DRAINAGE PIPE ALONG TRACK

SUB SURFACE DRAIN

STEPS & HANDRAILS

SIGNS & ROAD MARKING

GRADES

TREATMENT OF RAILS

SERVICES

RETAINING WALLS

BOLLARDS

TACTILE GROUND SURFACE INDICATORS

LIGHTING

NOTES:

PEDESTRIAN GATE, FENCING AND FOUNDATION DETAILS:

IN ACCORDANCE WITH AS1742.2, AS1742.7 & AS1743PAVEMENT MARKINGS & SIGNS SHALL BE SUPPLIED AND INSTALLED

WITH VRIOGS 003.2.WHERE INDICATED, RAISED PAVEMENT MARKERS (R.P.Ms) TO BE PROVIDED IN ACCORDANCE

AT RAILWAY CROSSING - PEDESTRIAN CROSSINGSCRITERIA FOR INFRASTRUCTURE

STANDARD FOR SIGNALLING DESIGN AND DOCUMENTATION

AND INSTALLATIONSPECIFICATION FOR SIGNALLING SUPPLY, CONSTRUCTION

TO ROUND PIPE AS REQUIRED.

SUB SURFACE DRAIN TO BE CONNECTED TO EXISTING DRAINAGE PIPE, PIT OR RUN OFF TO NATURAL SURFACE. USE MINIMUMAPPROVED EQUIVALENT. BIDIM A14 MAY BE USED AS A SEPARATOR BETWEEN THE BALLAST AND THE DRAINAGE LINES.USE MEGAFLOW STRIP DRAIN, APPROX. SIZE 300 x 40 OR 100 -150mm ROUND SLOTTED FRC PIPE IN FILTER SOCK (BIDIM A14) OR

VRIOGS 003.2

VRIOGS 012.1

VRIOGS 012.2

AS1742.7

SHOULD BE IN ACCORDANCE WITH AS 1158.3.1 AND VRIOGS 003.2.ADEQUATE LIGHTING TO BE PROVIDED BY COUNCIL / STAKEHOLDERS. ANY LIGHTING PROVIDED

SHEETS 3, 4, 5 AND 6.ARRANGEMENTS, EQUIPMENT AND FOUNDATION DETAILS. REFER TOFOR DETAILS AND SPECIFICATIONS RELATING TO PEDESTRIAN MAZE ENCLOSURE,

ANY STEPS AND HANDRAILS ASSOCIATED WITH PEDESTRIAN/LEVEL CROSSINGS ARE TO BE PROVIDED IN ACCORDANCE WITH AS 1428.2.

WITH AS 4678, EARTH RETAINING STRUCTURES.WHERE INDICATED, RETAINING WALLS TO BE PROVIDED IN ACCORDANCE

THE PAVED AREA BUT MUST CEASE AT LEAST 1m FROM RAIL JOINTS.OF RAILS EXCEPT TOP AND RUNNING EDGE SURFACE. COATINGS TO EXTEND BEYONDTYPE 711 CHASSIS BLACK OR EQUIVALENT. COATINGS SHALL BE ON ALL SURFACESRAILS THROUGH LEVEL CROSSING SHALL BE PAINTED WITH BITUMINOUS PAINT,

RUBBER FOR CONCRETE PAVEMENT.MATERIAL: MASONRY FOR ASPHALT PAVEMENT,COLOUR: YELLOW, SIZE 300mm x 300mmWHERE INDICATED, TGSIs TO BE PROVIDED IN ACCORDANCE WITH AS 1428.4.

RECOMMENDED MINIMUM PIPE SIZE OF 600mm FOR REGIONAL AREA.CLASS 4 RCP PIPE OR EQUIVALENT AT MINIMUM DEPTH OF 1200mm FROM TOP OF RAIL TO TOP OF PIPE.

RevillTTypewritten TextAhmed Dwidar

RevillTTypewritten TextShane Cooper

RevillTTypewritten Text04/05/12

RevillTTypewritten Text

RevillTTypewritten Text13/06/12

JF

G

H

J

SLEEPER

1 IN 60

FULL DEPTH ASPHALT PAVEMENT

TRACK FOUNDATION DETAIL FOR PEDESTRIAN CROSSING14.1

F

G

H

25mm COMPACTED DEPTH ASPHALT SIZE 7 TYPE L CLASS C320

75mm COMPACTED DEPTH OF CLASS 2 F.C.R.

CONSOLIDATED SUB-GRADE CBR GREATER THAN 5%

FORMATIONEXISTINGBALLAST &

SEE FLANGEWAY DETAIL

OVER FULL LENGTH OF SLEEPER, 2440mm WIDE & EDGE LINE R.P.Ms 170mm WIDE7mm NOMINAL SIZE ASPHALT COMPACTED DEPTH FROM TOP OF RAIL TO TOP OF SLEEPER

ELEVATION ELEVATION

PLANPLAN

2440

150

170 1800 170

150280

170

280

1701800

OUTSIDE RAIL

ASPHALT PAVEMENT

OUTSIDE RAIL

ASPHALT PAVEMENT

2700

RUBBER PANEL PAVEMENT

IN CONTRASTING LINE MARKINGPER VRIOGS 003.2 INCORPORATEDRAISED PAVEMENT MARKERS AS

NOTES:

SEE NOTE 12.2 ON SHEET 1OF RAIL TRACKS TO MATCH OPEN DRAIN.PIPE ALONG TRACK DRAIN ON BOTH SIDES

14.2 (a)

2300 mm WIDE & EDGE LINE R.P.Ms 170mm WIDERUBBER UNIT, pedeSTRAIL OR APPROVED EQUIVALENT,

OR APPROVED EQUIVALENT"pedeSTRAIL" RUBBER UNITS

14.2 (b)

590

REFER TO DETAIL 1

RUBBER PAVING UNITS

GAUGE SIDEEPFLEX RAILSEAL

ASPHALT

FIELD SIDEEPFLEX RAILSEAL

EPLOCK CLIP

EXISTING SLEEPER

EXISTING SLEEPER

ASPHALT

EXISTING SLEEPER

60

270

DETAIL

DETAIL

DETAIL 3-

-

2

-

1

NTS

NTS

NTS

IN CONTRASTING LINE MARKINGPER VRIOGS 003.2 INCORPORATEDRAISED PAVEMENT MARKERS AS

60

PAINT FOR CORROSION PROTECTIONPAINT SIDES AND FOOT OF RAIL WITH BITUMINOUS

C TRACKL1 IN 14 MAX.1 IN 40 GRADE RECOMMENDED

300

TO PATH INTERFACEEXTEND FULL DEPTH BALLAST

100 mm OF FULL DEPTH TYPE L ASPHALT

2000

GEOFABRIC

BITUMINOUS PAINT (REGIONAL SITES) REFER TO DETAIL 2.EPFLEX RAIL SEAL (METRO SITES) REFER TO DETAIL 3.

55 mm + 5 mm/-0 mm

35 m

m + 5 m

m/-0 m

m

60 mm + 5 mm/-0 mm

35 m

m + 5 m

m/-0 m

m

35 m

m + 5 m

m/-0 m

m

State Government


coffey rail$TIM

E$

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TE$

$FILE$



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A3STD_C0001

STANDARD DRAWING

AS SHOWN

STD_C0001.dgn

B.C.

PEDESTRIAN CROSSINGGENERAL NOTES & SPECIFICATIONS

SHEET 2


B.C.

A.C.

H.R.E. 16/12/11

GENERAL NOTES:

600 x 1500WARNING:TGSI

SIGN A SIGN B SIGN C SIGN D

SIGN EPROVIDED

X DENOTES DETAIL TO BE

SIGN G

THOROUGHFARENO

EMERGENCY

EXIT

X TRACKS

LOOK BOTH

WAYSCYCLISTS

DISMOUNT

EMERGENCY

EXIT

PLEASEPUSH GATESOUNDING

OR ALARMARE FLASHINGWHILE LIGHTS

DO NOT CROSSX TRACKS

(RH SHOWN)SIGN F

SIGNAGE NOTES:

FENCE1200 HIGH WELDMESH

SIGN C

SIGN A OR B

ASPHALT PAVEMENT

SIGN "G"

CLEAR

2000

2025

1350

1350

1950

CLEAR

1800 2150

1825

CLEAR

1700

2250

1900

1500 MIN

525

525

SIGN D

SIGN E

CLEAR

1830

1000

810

3375

1290

390

CLEAR

1600

GATE

1500

3510

1675

1500 MIN

CLEAR

1800

1

-

SIGN F

300

1700

FENCEWELDMESH 1200 HIGH

ASPHALT PAVEMENT

SIGN B & C


LOADED GATE1200 HIGH SPRING

SIGN "G"1260

2

-

PAINTED YELLOWEND POST & GATE END

5185



CLEAR

1000

SIGN D

SIGN E

GATE1

500

SIGN F

810

1000

CLEAR

1830 1260

CLEAR

1600 MIN

1010

CLEAR

1226

1500 MIN

CLEAR

1800

NO

TE 3

RE

FE

R T

O

NO

TE 3

RE

FE

R T

ON

OT

E 3

RE

FE

R T

O

3375

SIGN B & C

LOADED GATE1200 HIGH SPRING

SIGN "G"

400

CLEAR

1600

2080

300

1700

SCALE 1:75ACTIVE CROSSING

TYPICAL GATED PREFERRED MAZE ENCLOSURE

SCALE 1:75ACTIVE CROSSING

TYPICAL GATED ALTERNATE MAZE ENCLOSURE

SCALE 1:75PASSIVE CROSSING

TYPICAL PEDESTRIAN MAZE ENCLOSURE

CLEAR

1800

REQUIREMENTS FOR SIGNS.REFER TO AS1742.2 APPENDIX C FOR ILLUMINATION AND REFLECTORIZATION2.REFER TO AS 1743 FOR SIGN DETAILS.1.

*

*

QUOTE XXXXXPHONE 1800 XXX XXX

CROSSING FAULTS

CLEAR

1800

NUMBER OF TRACKSX DENOTES

OUTSIDE OF RAIL

OUTSIDE OF RAILOUTSIDE OF RAIL

THE INFRASTRUCTURE MANAGERNUMBERS TO BE VERIFIED WITH 1800 013 007. IN COUNTRY AREAS USE NUMBER 1800 001 050.IN METRO AREAS USE NUMBER

NUMBER OF TRACKSX DENOTES


LESS THAN 2 m FROM THE CENTRE LINE OF BOOM BARRIER/FLASHING LIGHT MAST FOUNDATION.PEDESTRIAN CROSSING MAZE ENCLOSURE FENCING SHALL NOT BE POSITIONED15.CRIB FENCING TO BE OFFSET FROM BOOM BARRIER MAST/FLASHING LIGHT MAST @ 2000 mm MIN.14.WHEN THE TRACK RADIUS IS LESS THAN 600 m.MINIMUM DISTANCE SHOULD BE INCREASED TO ALLOW FOR CURVE EFFECTS13. ASPHALT PAVING TO BE EXTENDED 100 mm BEYOND MAZE FENCE LINES.12.CHEVRON HAZARD MARKING IS DEEMED TO COMPLY WITH THIS REQUIREMENT.A CLEAR LUMINANCE CONTRAST WITH THE BACKGROUND. YELLOW PAINT ORPART OR ALL PARTS OF THE END POSTS FACING THE RAILS TO BE PAINTED OR MARKED TO PROVIDE11.MAGNETIC AUTO CONTROL "MRG METRAIL GATE" SPECIFICATIONS.MOTOR UNIT, GATE AND STOP POST TO BE SUPPLIED IN ACCORDANCE WITH10.4 No. 12 DIA. D12058 DYNA BOLTS OR EQUIVALENT.BASE PLATES FOR EACH POST TO BE FIXED TO FOOTINGS WITH230DIA. x 600 DEEP.CONCRETE FOOTINGS FOR ALL FENCE POSTS TO400 DIA. x 600 DEEP.CONCRETE FOOTING FOR ALL GATE AND STOP POSTS TO BECONCRETE FOOTINGS:9.(DOWNEE PP2540 OR EQUIVALENT)GATE CATCH TO BE PIPE POST CATCH TYPE(DOWNEE HP25-SC OR EQUIVALENT).BOTTOM HINGES TO BE HINGE PINS TYPE(DOWNEE H4025 OR EQUIVALENT).TOP HINGES TO BE TWO PART TYPESPRING LOADED GATE:8.NORMALLY CLOSED AND OPEN ONLY IN DIRECTION INDICATED.EMERGENCY ESCAPES TO HAVE 1000 WIDE SPRING LOADED GATE TO BE7.SIGNS "B" AND "C" TO BE ANGLED TO FACE APPROACHING PEDESTRIANS.6.WITH VRIOGS 003.2, AS. 1742.2, AS. 1742.7 AND AS. 1743.SIGNS TO BE MANUFACTURED, SUPPLIED AND INSTALLED IN ACCORDANCE5.INDUSTRY OPERATORS GROUP STANDARDS VRIOGS 003.2.DESIGN LAYOUTS ARE BASED ON CURRENT VICTORIAN RAIL4.CURVE EFFECTS WHEN TRACK RADIUS IS LESS THAN 600 m.MINIMUM DISTANCE SHALL BE INCREASED TO ALLOW FOR3.ALL DIMENSIONS ARE CENTRE POST TO CENTRE POST UNLESS SHOWN OTHERWISE.2.ALL DIMENSIONS ARE IN MILLIMETRES.1.

State Government


coffey rail$TIM

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$DA

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$FILE$



Checked By

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A3STD_C0001

STANDARD DRAWING

AS SHOWN

STD_C0001.dgn

B.C.

PEDESTRIAN CROSSINGGENERAL ARRANGEMENTS


B.C.

A.C.

H.R.E. 16/12/11

350

450340

55

32

1500

SCALE 1:15

SCALE 1:10

1200

90

15

70

665 70

90

90

90

90

340525

100

1600

1600

GENERAL NOTES:

CONTROL MRG METRAIL GATE SPECIFICATIONS.SUPPLIED IN ACCORDANCE WITH MAGNETIC AUTO MOTOR UNIT, GATE AND STOP POST TO BE NOTE:

89 x 89 x 6 SHS GATE POST

50 x 50 x 1.6 GALV. SHS FENCE POST

DRILL & TAP 4 M6 HOLES IN FENCE &


OPERATEALLOW MOTOR ARM TO TRIM WELDMESH FENCE TO


MOTOR BRACKET & FENCE DRILL & TAP 3 M6 HOLES IN GATE

MODIFIED TO ALLOW MOTOR ARM TO OPERATE50 x 50 x 1.6 GALV. SHS FENCE POST

MILD STEEL PLATE200 x 200 x10mm GALVANISED

GATE POST89 x 89 x 6 SHS

GATE

MOTOR ASSEMBLYBE INCLUDED WITH PROTECTIVE POST TO

MOTOR ASSEMBLYBE INCLUDED WITH PROTECTIVE POST TO

REFER SECTION A

GATE POST89 x 89 x 6 SHS

MILD STEEL PLATE200 x 200 x10mm GALVANISED

FENCE POST50 x 50 x 1.6 GALV. SHS

REFER DETAIL 1

CLOSED POSITION

200

GATE MECHANISM

DETAIL 1 DETAIL

GATE MECHANISM

SECTION A

25

353

25200

408

209

2

CLARITYNOTE: GATE OMITTED FOR

OP

EN P

OSITIO

N

220

155

408

209

GATE

110

REFER TO NOTE 3. FOR FOOTING SIZE

90.00

FOR PREFERRED

DESIGN

MAGNETIC AUTO CONTROL MRG METRAIL GATE SPECIFICATIONS.MOTOR UNIT, GATE AND STOP POST TO BE SUPPLIED IN ACCORDANCE WITH4.D12058 DYNA BOLTS OR EQUIVALENT.BASE PLATES FOR EACH POST TO BE FIXED TO FOOTINGS WITH 4 No. 12 DIA.CONCRETE FOOTINGS FOR ALL FENCE POSTS TO 230DIA. x 600 DEEP.CONCRETE FOOTING FOR ALL GATE AND STOP POSTS TO BE 400 DIA. x 600 DEEP.CONCRETE FOOTINGS:3.GATE CATCH TO BE PIPE POST CATCH TYPE (DOWNEE PP2540 OR EQUIVALENT)BOTTOM HINGES TO BE HINGE PINS TYPE (DOWNEE HP25-SC EQUIVALENT).TOP HINGES TO BE TWO PART TYPE (DOWNEE H4025 OR EQUIVALENT).SPRING LOADED GATE:2.AND OPEN ONLY IN DIRECTION INDICATED.EMERGENCY ESCAPES TO HAVE 1000 GATE SPRING LOADED TO BE NORMALLY CLOSED1.

State Government


coffey rail$TIM

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A3STD_C0001

STANDARD DRAWING

AS SHOWN

STD_C0001.dgn

B.C.

PEDESTRIAN CROSSINGASSEMBLY DETAILS OF

PEDESTRIAN CROSSING EQUIPMENT

RAILWAY TRACK AND CIVILB.C.

A.C.

H.R.E. 16/12/11

NSL

PAVEMENT LEVEL

No. DESCRIPTION

CAP (PRESS ON TYPE) 50mm

8 x 64 HEX GALV. BOLT

U TYPE GALV. PANEL CLIP

1

2

3

4

1800 MAX

500

100

75 40

STEEL POST RETAINING WALL

PLAN OF TYPICAL STEEL POST RETAINING WALL

WELDMESH FENCING

PAVEMENT DETAILSLOPES AND ASPHALT

TYPICAL MINIMUM BATTER DETAIL OF PANEL CONNECTION TO POSTS

SECTION

2450 MAX.

50

600 MIN

75

75 M

AX

FENCING OR EQUIVALENT

GALVANISED ARC WELDMESH ROLLED TOP AND BOTTOM

TREATED PINE SLEEPER200x75 - 1800 LONG (MAX)

AT 1800 CENTRES (MAX)100 UC15 - 1200 LONG STEEL POSTS

FOR FENCE POST SPACINGREFER TO SHEET 2

SHS POSTS (TYP)50mm x 1.6 mm GALV.

AS APPROVED1:1.5 CUT BATTER OR

AS APPROVED1:2 FILL BATTER OR

NOM. SIZE CRUSHED ROCKMIN 75mm THICKNESS CLASS 2 20mm

MIN 100 x 25 TIMBER EDGING

HOT MIX ASPHALT40mm THICKNESS SIZE 7mm

FE

NC

E

SCALE 1:25

SCALE 1:5

CORNER PLANPLAN

MIN 775 DEEP

1800 CENTRES (MAX)GALVANISED STEEL POSTS AT 100 UC15 - 1200 LONG

PINE SLEEPER200x75 - 1800 LONG TREATED

BOLTS PER SLEEPER

500 M

AX H

EIG

HT

MIN E

MB

ED

ME

NT 700

ENGINEER.WHEN THE DESIGN IS UNDERTAKEN BY A SUITABLY QUALIFIED THESE CRITERIA WILL CONFIRM DIMENSIONS AND ARRANGEMENTS

SITE PROFILE IN FRONT OF AND BEHIND THE WALLPOSTSADDITIONAL LOADINGS EG. HANDRAIL/FENCEDESIGN SURCHARGEBACKFILL MATERIAL QUALITY AND COMPACTIONFOUNDATION SOIL CONDITIONS

POST RETAINING WALL:THE FOLLOWING MUST BE CONSIDERED FOR THE DESIGN OF A STEEL

ARRANGEMENT.THE STEEL POST RETAINING WALL IS INDICATIVE OF A PREFERRED

PATHWAY

MASS CONCRETE

SCALE 1:20

300

SCALE 1:20

SCALE 1:5

SCALE 1:75

CROSSING WHERE EXISTING BOUNDARY FENCING HAS BEEN REMOVED.WELDMESH FENCING TO BE PROVIDED FOR 30m EACH SIDE OF PEDESTRIAN3.OR CENTRE OF FENCE POSTS.UNLESS SHOWN OTHERWISE, FENCE DIMENSIONS ARE TO THE FENCE CENTRELINE2.ALL DIMENSIONS ARE IN MILLIMETRES.1.

GENERAL NOTES

1.5

1

1

2

4

2 3 3

2

4GALV. SHS50mm x 1.6mm

GALV. SHS50mm x 1.6mm

B B

B

- -

-

43

1

1200

TUFF NUT OR EQUIVALENT SECURITY NUT

1295

1295

State Government


coffey rail$TIM

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A3STD_C0001

STANDARD DRAWING

AS SHOWN

STD_C0001.dgn

B.C.




B.C.

A.C.

H.R.E. 16/12/11

CFW

R.75

SCALE 1:5

(REFER TO POST SCHEDULE)P MAX

600 MIN

75 M

AX

75

75

75

75

300

150

100

75 M

AX

80 MIN5 MIN

MASS CONCRETE

SCALE 1:25

SCHEDULE) VARIES (REFER TO RAMP SURFACE GRADE

LEVELPAVEMENT

50 x 1.6 GALV. SHS POSTS (TYP)EQUIVALENT. AS REQUIRED.

ROLLED TOP AND BOTTOM GALVANISED ARC

L MAX

33.7 x 4 CHS (GALV)GREASED TELESCOPING TUBE

HANDRAIL

BRACKET

GOOD WITH COLD GALV.ON SITE. GALVANISING MADE 4mm FILLET WELD TO BRACKET HANDRAIL :

TO GALVANISINGFILLET WELD TO POST PRIOR BAR BENT TO 90 ANGLE. SHOP BRACKET:

HANDRAIL

OR CONTINUATIONHANDRAIL TURNDOWN

50 x 1.6 GALV. SHS

TO GALVANISINGFILLET WELD TO POST PRIOR BAR BENT TO 90 ANGLE. SHOP BRACKET:

CONTINUATIONINDICATIVE FENCE / HANDRAIL

RAMP GRADESAME AS

CAPING PLATE5 THICK

DOMED BUTTON

BE

ND

RAMP FENCE ELEVATION

TURNDOWNHANDRAIL

TURNBACKPOST WITH HANDRAIL AND

PANEL CONNECTION TO SECTIONSCALE 1:5

SCALE 1:10

DETAIL

FENCE AND HANDRAIL SCHEDULE

SCALE 1:5

TYPICAL JOINTS AT 9m CENTRESHANDRAIL JOINT DETAIILS

GRADERAMP

DEGREES LENGTH (mm)MAX PANEL

SPACING c/cMAX POST

POST SPACING SCHEDULE

G L P

1 IN 20

1 IN 19

1 IN 18

1 IN 17

1 IN 16

1 IN 15

1 IN 14

2.86

3.01

3.18

3.37

3.58

3.81

4.09

1500

1400

1350

1250

1200

1100

1050

1550

1450

1400

1300

1250

1150

1100

48.3 DIA x 2.9 CHS

16 DIA BAR

HEAVILY GALVANISED

HEAVILY GALVANISED

HANDRAIL

HANDRAIL BRACKET

DESCRIPTIONNo.

CAP (PRESS ON TYPE) 50mm x 50mm

U TYPE GALV. PANEL CLIP

4

3

2

1

60 CLEAR

F.S.L.

4

3

2

43

1

3

3

C

-

75

C

-

-

-

NOTES:

1200

HANDRAIL

865 MIN - 900 M

AX

TUFF NUT OR EQUIVALENT SECURITY NUT

8 x 64 HEX GALV. BOLT OR EQUIVALENT865 MIN - 900 M

AX

HAND RAIL REQUIRED AS PER DSAPT AND AS 1428.23.MAXIMUM GAP BETWEEN BOTTOM OF THE WELDMESH FENCE AND FINISHED SURFACE IS 75mm2.USE POST SPACING OF STEEPER GRADE FOR INTERMEDIATE GRADES.1.

REFER TO NOTE 3.FOR HANDRAIL AND CONNECTION MATERIALS.REFER TO FENCE AND HANDRAIL SCHEDULE

State Government


coffey rail$TIM

E$

$DA

TE$

$FILE$



Checked By

Approval Date


Scale Sheet Size

Sheet No.


Approved

Ind. Review

Revision

Franchisee / Lessee

Consultant

East.

North.ID#

East.

North.ID#


File Name




of

Certified By:

(BL

OC

K LE

TT

ER

S)

(SIG

NA

TU

RE)

(DA

TE)

$NA

ME$

06 06

A3STD_C0001

STANDARD DRAWING

AS SHOWN

STD_C0001.dgn

B.C.




B.C.

A.C.

H.R.E. 16/12/11

STD_C0001STD_C0001STD_C0001STD_C0001STD_C0001STD_C0001

std_c0001

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