PRESTRESSED CONCRETE POSTS - Roads and … · standard drawing no. rev date amendment / revision...

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

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© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

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STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK

R0800 FENCING SERIES

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

GROUND GROUND GROUND

1200

GROUND

1800

GROUND

PRESTRESSED CONCRETE POSTS

640 EARTH OR ROCK

GROUND GROUND

1200

GROUND GROUND

1200

GROUND

1200

SEE NOTE 8 SEE NOTE 8

( FOR SPLIT HARDWOOD INTERMEDIATE POSTS REFER TO NOTE 12)

(TYPE PRS POST)

STRAINER POST

CONCRETE (PREST'D)

150 X 100

600 IN ROCK

900 IN EARTH

(TYPE PRI POST)

INTERMEDIATE POST

CONCRETE (PREST'D)

100 X 60

450 IN ROCK

600 IN EARTH

(TYPE PRS POST)

STRAINER POST

CONCRETE (PREST'D)

150 X 100

(TYPE PRI POST)

INTERMEDIATE POST

CONCRETE (PREST'D)

100 X 60

600 IN ROCK

900 IN EARTH

1800 HIGH PRESTRESSED CONCRETE POSTS

(TYPE TTS POST)

STRAINER POST

SOFTWOOD

Ø 250 NOM.

(TYPE TTI POST)

INTERMEDIATE POST

SOFTWOOD

Ø 125 NOM.

600 IN ROCK

900 IN EARTH

SOFTWOOD POSTS

450 IN ROCK

600 IN EARTH

(TYPE SP POST)

1650 LONG

STEEL POST

(TYPE SP POST)

2400 LONG

STEEL POST

OR ROCK

450 EARTH

OR ROCK

600 EARTH

STAR PICKET STEEL POSTS

600 IN ROCK

900 IN EARTH

HARDWOOD POSTS GALVANIZED STEEL POSTS

(TYPE HTS POST)

STRAINER POST

HARDWOOD

Ø 250 NOM.

(TYPE HTI POST)

INTERMEDIATE POST

HARDWOOD

150 X 100

450 IN ROCK

600 IN EARTH

(TYPE GSS POST)

STRAINER POST

Ø 150 STEEL

600 IN ROCK

900 IN EARTH

(TYPE GSI POST)

INTERMEDIATE POST

Ø 100

450 IN ROCK

600 IN EARTH

ROAD POLICY, SPECIFICATIONS AND

1

ENGINEERING SERVICES

AND TECHNOLOGY

RURAL ROAD BOUNDARY FENCINGTYPICAL POST DETAILS

NOTES

TO THE INSTALLATION OF THE FENCE.

THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED PRIOR

FOR FENCES INSTALLED NEAR HIGH VOLTAGE TRANSMISSION LINES.

SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES17.

STAR PICKET POSTS AS LINE POSTS - (SP )(V)

HARDWOOD POSTS - (HTS / HTI)(IV)

SOFTWOOD POSTS - (TTS / TTI )(III)

GALVANIZED STEEL POSTS - (GSS / GSI )(II)

PRESTRESSED CONCRETE POSTS - (PRS / PRI )(I)

TYPICAL POST TERMINOLOGY:16.

SPECIFICATION - R 201.

FENCING MATERIALS ARE TO BE IN ACCORDANCE WITH THE15.

1 TONNE.

MINIMUM MASS OF 320 STAR PICKETS, 1650 IN LENGTH, IS TO BE

STAR PICKET STEEL POSTS TO BE GALVANISED.14.

DIAMETER AT THE SMALL END OF 140.

CYPRESS PINE POSTS SHALL BE ROUND AND HAVE A MINIMUM13.

CROSS SECTIONAL AREA SHALL NOT BE LESS THAN 18 000 mm².

OUTSIDE DIMENSION LESS THAN 65 mm.

NO AVERAGE CROSS SECTIONAL DIMENSION LESS THAN 100 mm AND NO

SPLIT HARDWOOD INTERMEDIATE POSTS SHALL BE FOUR SIDED WITH12.

SAWN HARDWOOD INTERMEDIATE POSTS SHALL BE 150 X 100.11.

FOR EARTH.

LENGTH, OTHERWISE THE DEPTH OF SINKING MUST BE THE SAME AS

THESE POSTS ARE MANUFACTURED AND SUPPLIED TO THE CORRECT

TIMBER OR STEEL POSTS WILL ONLY BE PERMITTED IN CASES WHERE

DEPTHS SHOWN FOR ROCK FOOTINGS FOR CONCRETE, TREATED10.

DIMENSIONS SHOWN BELOW GROUND ARE MINIMUM DEPTHS.9.

CAP FITTED TO THE TOP OF EACH TUBULAR POST.

RICH PRIMER PRIOR TO THEIR INSTALLATION AND A GALVANIZE STEEL

ANY CUT STEEL SURFACES SHALL BE PAINTED WITH AN APPROVED ZINC8.

BRACES ARE TO BE CUT TO SUIT BY CONTRACTOR.7.

SPECIFICATION - R201

FOR METHOD OF ERECTING POSTS IN EARTH OR ROCK SEE6.

WHERE ONLY 1 DIRECTION IS SUITABLE.

DIRECTIONS FOR ALL CASES, EXCEPT FOR ENDS OF FENCES AND GATES

STRAINER POST MUST BE BRACED AGAINST AN INTERMEDIATE POST IN 25.

OF CATTLE).

FENCE LINE WHICH MUST NOT EXCEED 120 m (90 m FOR RETENTION

GATES AND OTHER INTERMEDIATE POINTS ALONG A STRAIGHT(V)

INTERSECTIONS WITH OTHER FENCING(IV)

ABRUPT CHANGES IN GRADE(III)

ANGLES IN FENCING(II)

ENDS OF FENCING(I)

STRAINER POSTS MUST BE USED AT :-4.

SPECIFICATION - R201.

FENCES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE3.

FOR DETAILS OF PANEL AND FENCE TYPES SEE DS2014_0059872.

FENCE TYPE.

DRILLING OF POSTS SHALL BE TO SUIT SPACING OF WIRES FOR EACH1.

1

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17

/DS2014_005986

R0800-01 -

ProjectWiseQRCodeLayer



A3


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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

450

450

155

200

240

150

150

135

130

130

200

350

360

120

100

100

NETTING BURIED)

220 (WHERE

40

40

40

GROUNDGROUND GROUND 60 NOM

FABRIC

FIELD FENCING

PREFABRICATED

GROUND

315

280

300

265

40

6M

255

200

GROUND

40

255

255

OR HTI POST

OR TTI POST

OR GSI POST

TYPE PRI POST

OR HTI POST

OR TTI POST

OR GSI POST

TYPE PRI POST

OR HTI POST

OR TTI POST

OR GSI POST

TYPE PRI POST

OR HTI POST

OR TTI POST

OR GSI POST

TYPE PRI POST

SP POST**Ø 2.5 BARBED WIRE LT

3 m

Ø 4 GALVANIZED WIRE

WIRE FENCE

MESH 1050 WIDE

NETTING Ø 1.4 X 38

GALVANIZED WIRE

**SP POST

Ø 1.6 BARBED WIRE HT

3 m

RABBIT PROOF FENCE

SHALL BE ATTACHED BY WIRES

Ø 2.5 HT TO WHICH WIRE NETTING

3 GALVANIZED STEEL WIRES

SP POST**Ø 2.5 BARBED WIRE LT

3 m


CATTLE PROOF FENCE

(PREFABRICATED FIELD FENCING FABRIC)

SP POST

Ø 1.6 BARBED WIRE HT

**

FENCE PANEL

ALTERNATIVE STOCKPROOF

SP POST, WHERE PERMITTED, OTHERWISE USE PRI, GSI, TTI OR HTI**

3 m

SP POST**

AND WIRE FENCE

TEMPORARY STAR PICKET


ATTACHED ONCE WIRES RUN OUT AND STRAINED

GALVANIZED STEEL DROPPERS 1160 X 98 @ 2000 SPACING -

SP POST**

Ø 2.5 BARBED WIRE LT


1


AND TECHNOLOGY

RURAL ROAD BOUNDARY FENCINGTYPICAL FENCE PANEL DETAILS

NOTES

PRIOR TO THE INSTALLATION OF THE FENCE.

THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED




FENCING MATERIALS ARE TO BE IN ACCORDANCE WITH6.

FOR FASTENING WIRE DETAIL REFER TO DS2014/0059895.

FOR GATE FITTING DETAIL REFER TO DS2014/0059884.

FOR POST TYPE DETAIL REFER TO DS2014/0059863.

SPECIFICATION.

FOR METHOD OF ERECTING POSTS IN EARTH OR ROCK SEE2.

120 METRES - 90 METRES FOR CATTLE PROOF FENCES.

FENCE IS TO BE STRAINED AT INTERVALS NOT EXCEEDING1.

1

ISSUED

SFR


20.01.17

/DS2014_005987

R0800-02 -




A3


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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

JOINT IN WIRES

ROAD RESERVE

PRIVATE PROPERTY

40

STRAINER POST

FASTENING OF WIRES AT

GROUND

3500

1200

900

1200

900

35004.3 PLATE

370

370

370

85

45

22

14

6 GUSSET 370

370

GROUND

GROUND

PORTIONS OF ADJACENT POSTS.

TWISTED AND CONNECTED TO LOWER

BY 2 X 4 DIA. GALVANISED WIRES

INTERMEDIATE POSTS TO BE STAYED

OS SP POST

OR HTI POST

OR TTI POST

OR GSI POST

TYPE PRI POST

OR HTI POST

OR TTI POST

OR GSI POST

TYPE PRI POST

OR HTI POST

OR TTI POST

OR GSI POST

TYPE PRI POST

OR HTI POST

OR TTI POST

OR GSI POST

TYPE PRI POST

BLOCK

20 MPA CONCRETE

500 X 500

3 m3 m 3 m 3 m3 m 3 m

OR HTI POST

OR TTI POST

OR GSI POST

TYPE PRI POST

OR HTI POST

OR TTI POST

OR GSI POST

TYPE PRI POST

GALVANIZED PIPE

BRACE TO BE 50 DN

REFER TO SPECIFICATION.

FOR VARIATION OF DEPTH


ADJACENT TO STRAIN POSTS,

FOR BACKFILLING OF POSTHOLES

AGAINST POST.

BRACE MADE HARD

OR HTI POST

OR TTI POST

OR GSI POST

TYPE PRI POST

TYPICAL STRAINER POST DETAIL

POST 12 m CENTRE TO CENTRE

GALVANIZED PIPE.

BRACE TO BE 50 DN

THREADED CONNECTING ROD

Ø 12.0 GALVANISED

ANGLE

75X75X10

HD GALVANIZED

5 BASE PLATE

Ø 17




BLOCK

20 MPa CONCRETE

500 X 500

TRIANGULATED POST ASSEMBLY

STEEL POST STRAINER TREATMENT

TIE WIRE

GALVANIZED

Ø 2.0

Ø 12 HOLE

FASTENING OF BARBED WIRES TO STAR PICKETS

GALVANIZED PIPE.

BRACE TO BE 50 DN




ALTERNATIVE STRAINER POST TREATMENT - STAY PLATE DETAIL

AGAINST STAY PLATE

BRACE MADE HARD

STAY PLATE

TO PRESTRESSED CONCRETE POSTS

FASTENING OF BARBED WIRES

TIE WIRE

Ø 2.0 GALVANIZED

10 mm GROOVE

TIE WIRE

Ø 2.0 GALVANIZED

AND THE BARBS REMOVED

END TO BE UNSTRANDED

10 mm GROOVE


1


AND TECHNOLOGY

RURAL ROAD BOUNDARY FENCING TYPICAL STRAINER

PANEL DETAIL AND BARBED WIRE FASTENING DETAIL

NOTES






TYPICAL STRAINER PANEL DETAIL FOR :

1

ISSUED

SFR


20.01.17

/DS2014_005988

R0800-03 -


45

UPPER SUPPORT BRACKET LOWER SUPPORT BRACKET LOCKING BRACKET

LOWER HINGE DETAIL

STRAP HINGE DETAIL

SUPPORT BRACKETS

50

GROUND

BRACKET

LOCKING

DISTANCE TO SUIT GATE

SUPPORT BRACKETS

DISTANCE TO SUIT GATE

BRACKET

LOCKING

GROUND

25

30

150

150

35

TO SUIT GATE PIPE

M.S. STRAP BENT

4 GALVANISED

R. 17.5

17.5

75

ANGLE BRACKET

76 X 51 X 5

R. 17.5

35

17.5

50

DIAMETOR TO SUIT PIPE

TO ANGLE BRACKET.

LOWER HINGE WELDED

25 40

30 25

40

CHAIN 500 - 550 LONG

CHAIN WELDED

ONTO COLLAR

100

135

20

135

100

5045

135

100

35

20

20

WELDED ONTO COLLAR

35

MODIFY TO SUIT ACTUAL POST SIZE

OR HTS POST

OR TTS POST

OR GSS POST

TYPE PRS POST

OR HTS POST

OR TTS POST

OR GSS POST

TYPE PRS POST FENCE GATE 3600 WIDE FENCE GATE 3600 WIDE

OR HTS POST

OR TTS POST

OR GSS POST

TYPE PRS POST

40

OR HTS POST

OR TTS POST

OR GSS POST

TYPE PRS POST

HINGE ASSEMBLY - (125 POST) HINGE CLAMP - (125 POST)

106

R70

250

67

4

130

FENCE NETTING.

NETTING TO MATCH

Ø 10 HOLE

Ø 10 HOLE

Ø 10 HOLE

Ø 25

Ø 15

ONTO COLLAR

BOLTS WELDED

WELDED ONTO COLLAR

Ø 30 mm ROUND HEAD

GATE FITTINGS FOR PRESTRESSED CONCRETE POSTS

WITH NUT & WASHER.

GALVANISED BOLT,

Ø 10 X 50

Ø 25

USED FOR TIMBER POSTS

COACH SCREW TO BE

Ø 10 X 100

GATE FITTINGS FOR TIMBER POSTS

GATE FITTINGS FOR GALVANIZED STEEL POSTS

Ø 20

AND BELOW GATE = 25 mm

MAX GAP EACH SIDE

GATE PANEL DETAILS

TYPICAL RABBIT PROOF TIMBER ROUND POSTS

TYPICAL GATE PANEL DETAILS



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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


1


AND TECHNOLOGY

RURAL ROAD BOUNDARY FENCING GATEPANEL AND GATE FITTING DETAILS

NOTES

CHAIN TO BE GALVANISED.5.

SPECIFICATION.

PROPRIETARY ITEMS MANUFACTURED IN ACCORDANCE WITH THE

ALL BRACKETS FOR STEEL AND TREATED TIMBER MUST BE4.

SHOWN.

ALL BOLTS AND NUTS TO BE ZINC PLATED 8 X 40 UNLESS OTHERWISE3.

BRACKET TO BE MADE OF STEEL PLATE, 3 (MIN.) THICKNESS.2.

FABRICATION IS COMPLETE.

ALL STEEL FITTINGS ARE TO BE HOT DIPPED GALVANIZED AFTER ALL1.






TYPICAL POST TERMINOLOGY :

1

ISSUED

SFR


20.01.17

/DS2014_005989

R0800-04 -




A3


05

10

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PREPARED BY



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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

WIRE NETTING.

450 IN ROCK

600 IN EARTH600 IN ROCK

900 IN EARTH

FOR NETTING IN GROUND

DETAILS BURY MESH TO

A DEPTH OF 205.

THIS IS IN ADDITION TO

THE ABOVE GROUND WIDTH

DIR

EC

TIO

N

OF F

LO

W

SET IN CONCRETE.

OF 830

SP POST

GALVANIZED FITTINGS

TURNBUCKLE AND

GALVANIZED FITTINGS

ANCHOR AND CLAMPED WITH

WIRE ROPE LOOPED AROUND

OR HTI POST

OR TTI POST

OR GSI POST

TYPE PRI POST

OR HTS POST

OR TTS POST

OR GSS POST

TYPE PRS POST

OR HTS POST

OR TTS POST

OR GSS POST

TYPE PRS POST

OR HTI POST

OR TTI POST

OR GSI POST

TYPE PRI POST

900/50/1.6 WITH 100MM LAPS

GALVANIZED WIRE NETTING TYPE

GALVANISED WIRE TIED TO

DIRECTION

OF FLOW

1000 OVERLAP

350

100

100

1050/40/1.4 WITH 80MM LAPS

GALVANIZED CHAIN WIRE NETTING TYPE

BURIED)

(WHEN NETTING

220

BURIED IN CONCRETE

AROUND POST AND

ANCHOR "A" POSITIONED

SEE NOTE 1

BY TIE WIRES

ATTACHED TO NETTING

3 X Ø 4.0 STEEL WIRES

ELEVATION

WIRE ROPE.

Ø 9.0 GALVANIZED

ROPE AT 2 METRE SPACING

BARBED STRAND TIED TO WIRE

-

1

-

1

THROUGH POST

WIRE ROPE THREADED

WIRE ROPE

Ø 9.0 GALVANIZED

WIRE ROPE

Ø 9.0 GALVANIZED

AGAINST POST

BRACE TO BE MADE HARD

PIPE OR TREATED TIMBER BRACE

BRACE TO BE 50 DN GALVANIZED

CONCRETE FOOTING

20 MPa

500 X 500

ROPE CONNECTION

DETAIL OF WIRE

GALVANIZED BAR

Ø 9.5

DETAIL OF ANCHOR "A"

** 125

**THIS DIMENSION IS 175

FOR TTI OR HTI POSTS

PLAN

TO TIMBER BALLAST.

PLAIN WIRE STAPLED

GALVANIZED PIPE

DIRECTIONS WITH 50 DN

BRACED IN THREE

STRAINER POSTS TO BE

GALVANIZED PIPE

50 DN

SECTION

NOT TO SCALE --

1

STAPLED TO WIRE NETTING

Ø 150 TIMBER BALLAST


1


AND TECHNOLOGY

RURAL ROAD BOUNDARY FENCING POST AND FENCINGDETAIL AT LARGE CREEK CROSSINGS

NOTES






FENCING MATERIALS ARE TO BE IN ACCORDANCE WITH THE1

1

ISSUED

SFR


20.01.17

/DS2014_005990

R0800-05 -




A3


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OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

1200

600

LINE

25

175

NATURAL

GROUND

25

175

40

120

160

110

7040

TWISTED TAUT

2 STRANDS 4 DIA. WIRE

2450

HT1 POST

900

3 HINGES AS DETAILED

SECTION THROUGH RAIL AT HINGES

25

30MM

CLEARANCE

GROOVE

MINIMUM

HARDWOOD RAIL

150 X 100

75 X 25

25

25

RURAL ROAD BOUNDARY FENCE

HTI SPACER

TO SPACER

75 X 25 NAILED

HARDWOOD SPACER

125 X 75

HINGED FRAME

75 X 25 FILLER PIECE

75 X 25 VERTICAL

DIRECTION OF FLOW

THREAD

M12 THREAD

M12

HARDWOOD PLANK

150 X 50

BEHIND VERTICALS.

75 X 25 HARDWOOD FILLERS

125 X 75 HARDWOOD SPACER

SP POST 600

SP POST

TIMBER (TTI) /(HTI) POSTS

STEEL (GSI) OR

CONCRETE (PRI ) OR

-

2

-

2

-

2

-

2

-

1

-

1

AT LEAST 220 BELOW GROUND

150 X 50 HARDWOOD PLANKS

ELEVATION

SECTION

NOT TO SCALE --

2

Ø 20

Ø 20

EACH JOINT 3 VERTICAL TIMBERS REQUIRED.

WITH TWO M6 BOLTS, 60 LONG AT

LAPPED JOINTS AT CORNERS SECURED

75 X 25 HARDWOOD FRAME WITH

AT 100 C / C

OF TIMBERS WITH GALVANISED CLOUTS

GALVANIZED SHEET SECURED TO INSIDE

FRAME COVERED WITH 1.0 THICKNESS

SECTION

NOT TO SCALE --

1

HINGE DETAILS

CONCAVE CHANGE IN GRADE SITES

TREATMENT AT SMALL CREEK CROSSINGS

1

2

1

12


1


AND TECHNOLOGY

FENCING TO BE IN ACCORDANCE WITH SPECIFICATION - R 201.4.

ROAD FENCING INCORPORATING NETTING OR FABRIC.

THIS TREATMENT TO BE USED ON RABBITPROOF AND OTHER RURAL3.

M12 BOLTS USED THROUGHOUT UNLESS OTHERWISE SHOWN.2.

CENTRAL VERTICAL TIMBERS.

GALVANIZED SHEET MAY BE JOINED BY BUTTING BETWEEN THE1.

NOTES

1

RURAL ROAD BOUNDARY FENCING TREATMENTS AT SMALL

CREEK CROSSINGS AND CONCAVE CHANGE IN GRADE SITES

ISSUED

SFR


20.01.17

/DS2014_005991

R0800-06 -




A3


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PREPARED BY



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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

FOR FULL LENGTH OF FENCE.

4503000 C / C

600

1500

1425

50

50 X 450 CONCRETE STRIP

CONCRETE FOOTING

POSTS SET IN 250 DIA.

600

3.2 WALL.

GALVANIZED PIPE

(48.3 OD) MEDIUM

BRACE POST DN 40

GALVANIZED PIPE 3.6 WALL

(60.3 OD) MEDIUM

END OR ANGLE POST DN 50

WIRE W10Z/HG MINIMUM

50 PITCH X 3.15 GALVANISED

CHAIN-LINK FENCING FABRIC


(48.3 OD) MEDIUM

INTERMEDIATE POST DN 40

URBAN CONTROLLED ACCESS ROAD FENCING PANEL

50

TYPIC

AL

CONTROLLED ACCESS ROAD

ACCESS RIGHTS RESTRICTED

For Next - km

500

200

Roads and Maritime Services

BOUNDARY SIGN

2 km INTERVALS AND TO OMIT LEGEND "FOR NEXT - km".

ACCESS ROAD. REPEATER SIGNS 500 X 200 TO BE AT APPROXIMATELY

ROAD, SET PARALLEL TO THE ROAD CENTRELINE AND FACING THE CONTROLLED

TO BE ERECTED AT THE FENCELINE AT THE START OF THE CONTROLLED ACCESS

IN THE FENCE

REQUIRED AT ANGLES

ADDITIONAL STAY

WIRES CABLED TOGETHER.

WIRE OR 2 X 3.15 DIA. GALVANIZED

1 X 4.0 DIA. HELICAL TENSION

NEXT POST AT EVERY 15 POSTS

TWISTED TO BOTTOM OF

2 X 4.0 DIA. WIRES

CAPS ON ALL POSTS.

GALVANIZED WEATHER

INTERMEDIATE POST

SECTION THROUGH

(WHITE LETTERING AND EDGING ON GREEN BACKGROUND)


1


AND TECHNOLOGY

URBAN CONTROLLED ACCESS ROADBOUNDARY FENCING (1.5m HIGH)





FOR VEHICULAR GATE DETAIL REFER TO DS2014/0059934.

JOINTS TO BE WELDED AND PAINTED WITH A ZINC RICH PRIMER.3.

ALL CONCRETE TO BE 20 MPa.2.


FENCING MATERIALS ARE TO BE USED IN ACCORDANCE WITH THE1.

NOTES

1

ISSUED

SFR


20.01.17

/DS2014_005992

R0800-07 -




A3


05

10

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20

25

30

35

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50m

m O

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AL

THIS D

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G M

AY B

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REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

600

1800

1700

900

1800

(WHERE SPECIFIED)

FOR FULL LENGTH OF GATE.

4200 C/C

DROP BOLTS

LOCKING

CHAIN

SUPPORT BRACKET

SUPPORT BRACKET

450

CONCRETE FOOTING


CONCRETE FOOTING.


3000 C/C

3000 C/C

600

600

CONCRETE STRIP 150 X 450


(114.3 OD) MEDIUM

GATE POST DN 100


(48.3 OD) MEDIUM

BRACE POST DN 40

GALVANIZED PIPE.

GATE DN 32 MEDIUM

FENCE

FABRIC SAME AS FOR

CHAIN-LINK FENCING

GALVANIZED PIPE 3.2 WALL.

(48.3 OD) MEDIUM

BRACE POST DN 40


(48.3 OD) MEDIUM

INTERMEDIATE POST DN 40


(60.3 OD) MEDIUM

END OR ANGLE POST DN 50

WIRE W10Z/HG MINIMUM

50 PITCH X 3.15 GALVANISED


50

TYPIC

AL

(1500 F

OR 1500 F

EN

CE)

FOR DROP BOLTS.

DRILL 30 DEEP HOLES

IN THE FENCE

REQUIRED AT ANGLES

ADDITIONAL STAY

WIRES CABLED TOGETHER

WIRE OR 2 X 3.15 DIA. GALVANIZED

1 X 4.0 DIA. HELICAL TENSION

CAPS ON ALL POSTS.

GALVANIZED WEATHER

EVERY 15 POSTS

TO BOTTOM OF NEXT POST

2 X 4 WIRES TWISTED

FENCE PANEL

(WHERE SPECIFIED)

FOR FULL LENGTH OF FENCE.

CONCRETE STRIP 50 X 450

CAPS ON ALL POSTS.

GALVANIZED WEATHER

VEHICULAR GATE

CAPS ON ALL POSTS.

GALVANIZED WEATHER

INTERMEDIATE POST

SECTION THROUGH


1

URBAN CONTROLLED ACCESS ROADBOUNDARY FENCING 1.8 m HIGH


AND TECHNOLOGY





DS2014/005992

BOUNDARY SIGNS TO BE SUPPLIED AND FIXED AS SHOWN ON4.



JOINTS TO BE WELDED AND PAINTED WITH ZINC RICH PRIMER.2.

ALL CONCRETE TO BE 20 MPa.1.

1

ISSUED

SFR


20.01.17

/DS2014_005993

R0800-08 -

NOTES




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

900

DROP BOLTS

900

3000 C/C

1830

50

600

350

APP

RO

X.

SEE NOTE 1

SEE NOTE 1

34 OD PIPE

CONCRETE FOOTING


3.2 WALL.

GALVANIZED PIPE

(48.3 OD) MEDIUM

BRACE POST DN 40

GALVANISED PIPE, 3.6 WALL

DN 50 (60.3 OD)

CORNER / END POST

GALVANISED W10Z/HG MIN.

50 PITCH X 3.15 WIRE,


1830

350

APP

RO

X.

460

6005

0

TYPIC

AL

CAPS ON ALL POSTS

GALVANIZED WEATHER

AND CABLE WIRES.

BY 2 TIE WIRES TO POSTS

MESH TO BE ATTACHED

FENCE PANEL

TOGETHER

CABLES, EACH PAIR TWISTED TIGHTLY

3 / 2 X 3.15 GALVANIZED WIRE

(I.E. NO OVERHANG)

TOP OF POST TO BE VERTICAL

60 OD FOR SMALL GATE.

FOR LARGE GATE

GATE POST 89 OD

AT ALL GATE POSTS.

BRACE 48.3 OD

VEHICULAR GATE

FITTED

LOCKING CHAINS

ZINC RICH PRIMER.

ALL WELDED JOINTS TO BE PAINTED WITH

OF 34 OD PIPE, WIDTH 1200.

WHERE PEDESTRIAN GATE IS SPECIFIED IT SHALL BE

TOP OF GATE TO BE VERTICAL (I.E. NO OVERHANG)

GALVANIZED PIPE, WELDED JOINTS.

2 / 2750 VEHICULAR GATES TO BE OF 43 OD

SECTION THROUGH INTERMEDIATE POST

45°

460 BENT INWARDS AT 45

MEDIUM GALVANISED PIPE, 3.2 WALL

INTERMEDIATE POSTS DN 40 (48.3 OD)


1

URBAN CONTROLLED ACCESS ROAD SECURITY PIPEAND CHAIN-LINK BOUNDARY FENCE


AND TECHNOLOGY

NOTES





FENCE TO AS 1725. FOR OTHER DESIGNS REFER TO AS 1725.

THIS FENCE IS SIMILAR TO A TYPE 1 - R - L/B - T CLASS 1 SECURITY2.



1

ISSUED

SFR


20.01.17

/DS2014_005994

R0800-09 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

TYPE 1 TYPE 4

TYPE 5

TYPE 2

TYPE 3 TYPE 6

CAPS

EMBELLISHMENTS

1 CIRCLE 2 CIRCLES 3 CIRCLES

GABLE CROSS BREAK SPHERE

2

-


1


AND TECHNOLOGY

PEDESTRIAN FENCEGENERAL

2

ISSUED

SFR


20.01.17

/DS2014_005995

R0800-10 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

2

3

4

N/A

5

6

N/A N/A

1

LOCATION

TYPE

PANEL

N/A

EMBELLISHMENT

N/A N/A

INTER.

#

END

CONCRETE

TYPE

POST

FOOTING CAP

CROSS BREAK SPHEREBASE PLATE

N/A N/A

#

TYPE

VERGE

TYPE

MEDIAN

CIRCLE

1

CIRCLES

2

CIRCLES

3

FOR FENCE WITH INTERMEDIATE POSTS REQUIRING BASE PLATE, FENCE LIMITED TO GRADES OF 5%.

R0800 - 15 R0800 - 16

R0800 - 17 R0800 - 18

R0800 - 19 R0800 - 20

R0800 - 21 R0800 - 22

R0800 -23 R0800 - 24

R0800 - 25 R0800 - 26

R0800 - 28 R0800 - 28 R0800 - 28

R0800 - 28R0800 - 28R0800 - 28

R0800 - 28 R0800 - 28 R0800 - 28

R0800 - 28R0800 - 28R0800 - 28

R0800 - 11 R0800 - 12

R0800 - 13 R0800 - 14 R0800 - 27 R0800 - 27


2


AND TECHNOLOGY

PEDESTRIAN FENCEGENERAL 2

NOTES

THE LEAD PANEL SUPPORT.

PANEL SUPPORT POST. SHEETING ALSO TO BE INSTALLED ON

FENCING. SHEETING IS TO BE INSTALLED ON THE TOP OF THE

REFLECTIVE SHEETING IS TO BE USED TO DELINEATE PEDESTRIAN 2.

FENCE LIMITED TO GRADES OF 10%.1.

ISSUED

SFR


20.01.17

/DS2014_005995

R0800-10 -



A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

20

0 20 40 60 80

Washer

100

100 200 300 400 500mm0

100 50

0 20 40 60 80 100mm

1020

90

110

TYP

50

6

0 20 40 60 80 100mm

1020

50

100

4212 12

0 20 40 60 80 100MM

102025

6

TYP

12 1242

50

= =

100 200 300 400 500mm0

100 50

C OF POSTL

100

550

350

END POST

1700

150

10

PL

100

12

12

10 10

0 100 200 300mm

100 50

10PL

12

50

12

10 10

0 100 200 300mm

100 50

10

10

500

100

100

110

10

TYP

100

200

TOP COVER PLATE

90

6

PL

200TYP

10

10

90

11090

10PL

150

50

90

90

=

=

END ELEVATION

ELEVATION

PL

50 - 100

50 - 100

A

--

B

--

3

--

3

--

SECTION

--

3

WELDS FLUSH.

GRIND ALL

COVER PLATE

BOTTOM

COVER PLATE

BOTTOM

DETAIL OF BOTTOM RAIL CONNECTION

LENGTH 30.

AND WASHERS.

M10 BOLT, NUT

PANEL DRAWINGS.

AND PANEL SEE

ANGLE BRACKETS

FOR DETAILS OF

ELEVATION

1

--

1

-- SECTION

--

1ELEVATION

2

--

2

--

SECTION

--

2

TOP COVER PLATE BOTTOM COVER PLATE

DETAIL

B

--

DETAIL

A

--

Ø14 HOLE

COVER PLATE

BOTTOM

FOOTING Ø 400, 600 DEEP

IN SOFT GROUND USE

CONCRETE FOOTING

Ø 200 20 MPa

FOOTING DETAIL

PLATE

COVER

TOP

500 (

max)

300 (

min)


1


AND TECHNOLOGY

PEDESTRIAN FENCEEND POST WITH CONCRETE FOOTING

ACCORDANCE WITH AS 1214.

BOLTS, NUTS AND WASHERS SHALL BE HOT-DIP GALVANIZED IN14.

AFTER FABRICATION IN ACCORDANCE WITH THE SPECIFICATION.13.

ALL COMPONENTS SHALL BE HOT-DIP GALVANIZED12.

ALL DIMENSIONS ARE BASE METAL THICKNESS11.

OF 1.5 mm UNLESS SPECIFIED OTHERWISE.

EDGES TO BE PROTECTIVE TREATED SHALL BE ROUNDED TO A RADIUS10.

WELDING SYMBOLS ARE TO AS 1101 PART 3.9.

PART 1.

THE WELD CATEGORY SHALL BE SP IN ACCORDANCE WITH AS 15548.

SYMBOL SHOWN.

ALL WELDED CONNECTIONS SHALL BE 6 mm FILLET WELDS IF NO7.

TO AS 1237.

BLACK STEEL WASHERS (NORMAL AND LARGE SERIES) SHALL CONFORM6.

PLAIN NUTS SHALL CONFORM TO AS 1112.5.

COMMERCIAL BOLTS AND SCREWS SHALL CONFORM TO AS 1111.4.

STEEL SECTIONS SHALL BE GRADE 300 TO AS NZS 3679.1.3.

STEEL PLATE SHALL BE GRADE 250 TO AS / NZS 3678.2.

SCALES AS SHOWN1.

1

ISSUED

SFR


20.01.17

/DS2014_005998

2016-11-29

2016-11-29

R0800-11 -

NOTES




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

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AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

MIN. 90MAX. 250

TYP

50

6

50

100

4212 12 WASHER

C OF POSTL

150

1212

10PL

100

10 10

HEIG

HT T

O B

E S

PE

CIFIE

D

FO

R E

AC

H P

OST.

100

350

500

100

100

85

110

100

200

610

TYP

TYP

200

10

85

110

90

10

50

150

90 90

100 200 300 400 500MM0

100 50

20

0 20 40 60 80 100

=

=

10 PL

10 PL

10 PL

COVER PLATE

BOTTOM

PLATE

TOP COVER

PLATE

TOP COVER

50 - 100

50 - 100

A

--

B

2

C

2

3

2

3

2

END ELEVATION

ELEVATION

END POST

1

--

1

--

ELEVATION SECTION

--

1

0 100 200 300mm

100 50

TOP COVER PLATE

2

--

2

--SECTION

--

2

ELEVATION

BOTTOM COVER PLATE

0 100 200 300mm

100 50

COVER PLATE.

BOTTOMLENGTH 30.

AND WASHERS.

M10 BOLT, NUT

PANEL DRAWINGS.

AND PANEL SEE

ANGLE BRACKETS

FOR DETAILS OF


0 20 40 60 80 100mm

1020

DETAIL

A

--

WELDS FLUSH.

GRIND ALL


1


AND TECHNOLOGY

PEDESTRIAN FENCEEND POST WITH BASE PLATE

ACCORDANCE WITH AS 1214.

BOLTS, NUTS AND WASHERS SHALL BE HOT-DIP GALVANIZED IN14.

AFTER FABRICATION IN ACCORDANCE WITH THE SPECIFICATION.13.

ALL COMPONENTS SHALL BE HOT-DIP GALVANIZED12.

ALL DIMENSIONS ARE BASE METAL THICKNESS11.

OF 1.5 mm UNLESS SPECIFIED OTHERWISE.

EDGES TO BE PROTECTIVE TREATED SHALL BE ROUNDED TO A RADIUS10.

WELDING SYMBOLS ARE TO AS 1101 PART 3.9.

PART 1.

THE WELD CATEGORY SHALL BE SP IN ACCORDANCE WITH AS 15548.

SYMBOL SHOWN.

ALL WELDED CONNECTIONS SHALL BE 6 mm FILLET WELDS IF NO7.

TO AS 1237.

BLACK STEEL WASHERS (NORMAL AND LARGE SERIES) SHALL CONFORM6.

PLAIN NUTS SHALL CONFORM TO AS 1112.5.

COMMERCIAL BOLTS AND SCREWS SHALL CONFORM TO AS 1111.4.

STEEL SECTIONS SHALL BE GRADE 300 TO AS NZS 3679.1.3.

STEEL PLATE SHALL BE GRADE 250 TO AS / NZS 3678.2.

SCALES AS SHOWN1.

2

ISSUED

SFR


20.01.17

/DS2014_005999

R0800-12 -

NOTES




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

0 20 40 60 80 100 mm

1020

=

# (SEE N

OTES)

TYP6

10PL

50

50

25

12 1242

12 12

=

10 10

COVER PLATE

BOTTOM

0 20 40 60 80 100 mm

1020

16P90

170

90

0 20 40 60 80 100 mm

1020

160

225

240

55

55

1150

VA

RIA

TIO

N

65

MA

XIM

UM

MINIM

UM

L

50 - 100

MASONRY ANCHORS

BASE PLATE FOR M20 × 160

DRILL Ø 25 HOLES IN

SECTION

1

3

MINIMUM 25 mm MORTAR PAD.

MINIMUM 25 mm MORTAR PAD.

DETAIL

B

1

DETAIL

C

1

Ø 14 HOLE

CONCRETE.

MINIMUM 70 mm INTO EXISTING

ANCHORS TO PROTRUDE

M20 CHEMSET OR MASONRY


2


AND TECHNOLOGY

PEDESTRIAN FENCEEND POST WITH BASE PLATE

MINIMUM AND MAXIMUM HEIGHTS AS SHOWN IN DETAIL B.2.

HEIGHT TO BE DETERMINED TO SUIT SITE CONDITION.1.

2

NOTES

ISSUED

SFR


20.01.17

/DS2014_005999

R0800-12 -



A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

20

0 20 40 60 80

WASHER

1000 20 40 60 80 100 mm

1020

110

100 200 300 400 500 mm0

100 500 20 40 60 80 100 mm

1020

500 20 40 60 80 100 mm

300

=

550

350

= TYP6

1650 250

50

12

300

250

100

100

TYP6 42 12

10P

300

300

C

50

100

110 50

50

50

L10P

90 1010

1212

12

42

50

20

10PL

25

50

12

12 12

9010 10

OF POSTL

L

50 - 100

50 - 100

2

--

2

--

A

--

B

--

INTERMEDIATE POST

END ELEVATION

ELEVATION

1

--

1

--

DETAIL

A

--

SECTION

--

1

Ø 10 HOLE TYP

Ø 14 HOLE TYP

DETAIL

B

--


FENCE LIMITED TO GRADES OF UP TO 10%.

LENGTH 40 WITH DOUBLE RAIL CONNECTION

LENGTH 30 WITH SINGLE RAIL CONNECTION

M10 BOLT, NUT AND WASHERS.

AND PANEL SEE PANEL DRAWINGS.

FOR DETAILS OF ANGLE BRACKETS

SECTION

--

2

100 200 300 400 500mm0

100 50

FOOTING Ø 400, 600 DEEP

IN SOFT GROUND USE

CONCRETE FOOTING

Ø 200 20 MPa

FOOTING DETAIL

500 (

max)

300 (

min)


1


AND TECHNOLOGY

PEDESTRIAN FENCE INTERMEDIATE POSTWITH CONCRETE FOOTING 1

ISSUED

SFR


20.01.17

/DS2014_006000

R0800-13 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

20

0 20 40 60 80

WASHER

100

FENCE LIMITED TO GRADES UP TO 5%. 0 20 40 60 80 100 mm

1020

0 20 40 60 80 100 mm

1020

50

110

VA

RIA

TIO

N

100 200 300 400 500 mm0

100 50

150

350

220

TYP6

12

HEIG

HT T

O B

E S

PE

CIFIE

D

FO

R E

AC

H P

OST.

150

200

50

1100

60

165

225

100

10P

OF POSTC

400

200

50

110

50

50

L

50

10

12

12 42

50

20

90 10

12

160

65

225

VA

RIA

TIO

N

1100

L

L

10 HOLE TYP

50 - 100

A

--

B

--

C

2

END ELEVATIONELEVATION

INTERMEDIATE POST

3

2

3

2

10 P

1

--

1

--

DETAIL

A

--

SECTION

--

1

DETAIL

B

--

WITH 100 STEP

NO STEP

LENGTH 40 WITH DOUBLE RAIL CONNECTION

LENGTH 30 WITH SINGLE RAIL CONNECTION

M10 BOLT, NUT AND WASHERS.

AND PANEL SEE PANEL DRAWINGS.

FOR DETAILS OF ANGLE BRACKETS


SECTION

--

2

NO STEPMAX. 250

MIN. 90

WITH 100 STEP

MAX. 250

MIN. 90

MAX. 250

MIN. 90


1


AND TECHNOLOGY

PEDESTRIAN FENCE INTERMEDIATEPOST WITH BASE PLATE 2

ISSUED

SFR


20.01.17

/DS2014_006001

R0800-14 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

0 20 40 60 80 100 mm

1020

150

0 20 40 60 80 100 mm

1020

90 90

TYP6

EXISTING CONCRETE

25

100

12

MINIMUM 25 MORTAR PAD.

# (SEE N

OTES)

55

55

220

L

50

9010 10

2512 12

12 42

L

50 - 100

MASONRY ANCHORS

BASE PLATE FOR M20 × 160

DRILL Ø 25 HOLES IN

BASE PLATE

SECTION

1

3

16 P

DETAIL C

1

Ø 14 HOLE

10 P

INTO EXISTING CONCRETE

TO PROTRUDE MINIMUM 70 mm

M20 MASONRY ANCHORS


2


AND TECHNOLOGY

PEDESTRIAN FENCE INTERMEDIATEPOST WITH BASE PLATE

MINIMUM AND MAXIMUM HEIGHTS AS SHOWN IN DETAIL B, SHEET 1.2.

HEIGHT TO BE DETERMINED TO SUIT SITE CONDITION.1.

2

NOTES

ISSUED

SFR


20.01.17

/DS2014_006001

R0800-14 -



A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

100 200 300 400 500 mm0

100 50

146

=

=

11 SPACES @ 152 = 1672

1964

75

146

75

16

16

==

6

32

20

0 20 40 60 10080

25

50

20

0 40 6020 10080

6

LC

100 200 300 400 500 mm0

100 50

HEIG

HT V

ARIE

S

18

3342

1650

HEIG

HT V

ARIE

S 1150 (

MIN)

TO 1350 (

MA

X).

500 (

MA

X)

300

(MIN)

3342

18

8

1050

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

TYP. ALL

75

100

1700 1200 T

O 1400

50

TRAFFIC SIDE AND DIRECTION

2000 BETWEEN POSTS

75 X 10 FLAT

75 X 10 FLAT

75 X 10 FLAT TYP

2

-- 1

--

2

--

1

--

C OF POSTL

Ø 22 BALUSTERS

Ø 18 BALUSTERS

C OF POSTL

1

--

1

--

A

--

A

--

ELEVATION

VIEW

--

2

END POST

C OF POSTL C OF POSTL

OR BASE PLATE - SEE POST DETAIL.

Ø 200 20 MPa CONCRETE FOOTING

INTERMEDIATE POST

SECTION

--

1C

--

B

--

ANGLE

UNEQUAL

75 X 50 X 8

DETAIL B

--

C OF POSTL

DETAIL C

--

BRACKETS ONLY.

HOLE IN BOTTOM RAIL

M10 COMMERCIAL BOLT.

Ø 14 HOLE TO FIT

ANGLE BRACKETS

DETAIL A

--

C OF POSTL

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

ANGLE

UNEQUAL

75 X 50 X 8


1

PEDESTRIAN FENCETYPE 1 - VERGE


AND TECHNOLOGY

1

ISSUED

SFR


20.01.17

/DS2014_006002

R0800-15 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

100 200 300 400 500 mm0

100 50

146

=

=

11 SPACES @ 152 = 1672

1964

75

146

75

16

16

==

6

32

20

0 20 40 60 10080

25

50

20

0 40 6020 10080

6

2000 BETWEEN POSTS

100 200 300 400 500 mm0

100 50

HEIG

HT V

ARIE

S

18

3342

1650

HEIG

HT V

ARIE

S 1150 (

MIN)

TO 1350 (

MA

X).

500 (

MA

X)

300

(MIN)

3342

18

8

1050

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

TYP. ALL

75

100

1700

1200 T

O 1400

50

TRAFFIC DIRECTION

TRAFFIC DIRECTION

75 X 10 FLAT

75 X 10 FLAT

75 X 10 FLAT TYP

2

--

2

--

A

--

1

--

1

--

A

--

C OF POSTL

Ø 22 BALUSTERS

Ø 18 BALUSTERS

C OF POSTL

LC

ELEVATION

VIEW

--

2

C OF POSTL

END POST



INTERMEDIATE POST

C OF POSTL

C

--

SECTION

--

1

B

--

DETAIL C

--

ANGLE

UNEQUAL

75 X 50 X 8

C OF POSTL

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

DETAIL B

--

ANGLE BRACKETS

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

C OF POSTL

DETAIL A

--

ANGLE

UNEQUAL

75 X 50 X 8


1

PEDESTRIAN FENCETYPE 1 - MEDIAN


AND TECHNOLOGY

1

ISSUED

SFR


20.01.17

/DS2014_006003

R0800-16 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

100 200 300 400 500 mm0

100 50

146

=

=

11 SPACES @ 152 = 1672

1964

75

146

75

16

16

==

6

32

20

0 20 40 60 10080

25

50

20

0 40 6020 10080

6

C OF POST

2000 BETWEEN POSTS

HEIG

HT V

ARIE

S

18

3342

1650

HEIG

HT V

ARIE

S 1150 (

MIN)

TO 1350 (

MA

X).

500 (

MA

X)

300

(MIN)

3342

18

8

1050

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

75

TYP. ALL

75

100

1700

1200 T

O 140075

50


100 200 300 400 500 mm0

50100

L

75 X 10 FLAT

75 X 10 FLAT

75 X 10 FLAT TYP

ELEVATION

LC

2

--

2

--

1

--

1

--

C OF POSTLØ 22 BALUSTERS

Ø 18 BALUSTERS

C OF POSTL

1

--

A

--

1

--

A

--

VIEW

--

2



END POST INTERMEDIATE POST


C

--

SECTION

--

1

B

--

DETAIL C

--

DETAIL B

--

ANGLE

UNEQUAL

75 X 50 X 8

C OF POSTL

ANGLE BRACKETS

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

DETAIL A

--

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

ANGLE

UNEQUAL

75 X 50 X 8


1



AND TECHNOLOGY

1

ISSUED

SFR


20.01.17

/DS2014_006004

R0800-17 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

100 200 300 400 500MM0

100 50

146

=

=

11 SPACES @ 152 = 1672

1964

75146

75

16

16

==

6

32

20

0 20 40 60 10080

25

50

20

0 40 6020 10080

6

HEIG

HT V

ARIE

S

18

3342

1650

HEIG

HT V

ARIE

S 1150 (

MIN)

TO 1350 (

MA

X).

500 (

MA

X)

300

(MIN)

3342

18

8

1050

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

75

TYP. ALL

75

100

1700

1200 T

O 1400

75

100 200 300 400 500MM0

100 50

50

TRAFFIC DIRECTION

TRAFFIC DIRECTION

75 X 10 FLAT

75 X 10 FLAT

75 X 10 FLAT TYP

2

--

2

--

1

--

1

--


Ø 18 BALUSTERS

C OF POSTL

LC

ELEVATION

2000 BETWEEN POSTS

1

--

A

--

1

--

A

--

VIEW

--

2

C OF POSTL



C OF POSTL

INTERMEDIATE POSTEND POST

ANGLE

UNEQUAL

75 X 50 X 8

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

C OF POSTL

DETAIL A

--

ANGLE

UNEQUAL

75 X 50 X 8

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

C OF POSTL

DETAIL B

--

ANGLE BRACKETS

C

--

SECTION

--

1

B

--

DETAIL C

--


1



AND TECHNOLOGY

1

ISSUED

SFR


20.01.17

/DS2014_006005

R0800-18 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

100 200 300 400 500 mm0

100 50

=

=

11 SPACES @ 152 = 1672

146

75

16

16

146

100 200 300 400 500 mm0

100 50

100 200 300 400 500 mm0

100 50

=

=

64

1964

75

16

16

11 SPACES @ 152 = 1672

1800

64

75

==

6

32

20

0 20 40 60 10080

25

50

20

0 40 6020 10080

6

=

=

2000 BETWEEN POSTS

1964

298

75

3 SPACES @ 456 = 1368 298

100 200 300 400 500 mm0

100 50

HEIG

HT V

ARIE

S

18

3342

1650

HEIG

HT V

ARIE

S 1150 (

MIN)

TO 1350 (

MA

X).

500 (

MA

X)

300

(MIN)

3342

18

8

1050

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

200 TYP. ALL

75

100

1700

1200 T

O 1400

50


75 X 10 FLAT TYP

75 X 10 FLAT

75 X 10 FLAT

75 X 10 FLAT TYP

4

--

4

--

1

--

1

--


Ø 22 BALUSTERS

Ø 18 BALUSTERS

3

--

3

--

2

--

2

--

LC

ELEVATION

A

--

A

--

VIEW

--

4

C OF POSTL

END POST



INTERMEDIATE POST

C OF POSTL

DETAIL A

--

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

C OF POSTL

ANGLE

UNEQUAL

75 X 50 X 8

ANGLE

UNEQUAL

75 X 50 X 8

C OF POSTLBRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

DETAIL B

--

ANGLE BRACKETS

SECTION

--

1

B

--

SECTION

--

2

SECTION

--

3

B

--

DETAIL C

--

C

--


1



AND TECHNOLOGY

1

ISSUED

SFR


20.01.17

/DS2014_006006

2016-11-29

R0800-19 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

4

--

4

--1

--

3

--

2

--

100 200 300 400 500 mm0

10050

=

=

11 SPACES @ 152 = 1672

146

75

16

16

146

100 200 300 400 500 mm0

100 50

100 200 300 400 500 mm0

100 50

=

=

64

1964

75

16

16

11 SPACES @ 152 = 1672

1800

64

75

==

6

32

20

0 20 40 60 10080

25

50

20

0 40 6020 10080

6

=

=

1964

298

75

3 SPACES @ 456 = 1368 298100 200 300 400 500 mm0

100 50

HEIG

HT V

ARIE

S

18

3342

1650

HEIG

HT V

ARIE

S 1150 (

MIN)

TO 1350 (

MA

X).

500 (

MA

X)

300

(MIN)

3342

18

81050

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

200

TYP. ALL75

100

1700

1200 T

O 1400

50

TRAFFIC DIRECTION

TRAFFIC DIRECTION

75 X 10 FLAT

75 X 10 FLAT

75 X 10 FLAT TYP

2

--

1

--

A

--

75 X 10 FLAT TYP

3

--

A

--

C OF POSTL

Ø 22 BALUSTERS

C OF POSTL

Ø 18 BALUSTERS

LC2000 BETWEEN POSTS

ELEVATION

VIEW

--

4





DETAIL A

--

C OF POSTL

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

ANGLE BRACKETS

DETAIL B

--


HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

ANGLE

UNEQUAL

75 X 50 X 8

ANGLE

UNEQUAL

75 X 50 X 8

DETAIL C

--

SECTION

--

1

B

--

SECTION

--

2

SECTION

--

3

B

--

C

--


1



AND TECHNOLOGY

1

ISSUED

SFR


20.01.17

/DS2014_006007

2016-11-29

R0800-20 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

100 200 300 400 500MM0

100 50

=

=

11 SPACES @ 152 = 1672

146

75

16

16

146

100 200 300 400 500MM0

100 50

100 200 300 400 500MM0

100 50

=

=

64

1964

75

16

16

11 SPACES @ 152 = 1672

1800

64

75

==

6

32

20

0 20 40 60 10080

25

50

20

0 40 6020 10080

6

=

=

1964

298

75

3 SPACES @ 456 = 1368 298

100 200 300 400 500MM0

100 50

HEIG

HT V

ARIE

S

18

3342

1650

HEIG

HT V

ARIE

S 1150 (

MIN)

TO 1350 (

MA

X).

500 (

MA

X)

300

(MIN)

3342

18

8

1050

200

75

TYP. ALL

75

100

1700 1200 T

O 1400

75

50


ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

75 X 10 FLAT

75 X 10 FLAT

75 X 10 FLAT TYP

75 X 10 FLAT TYP

C OF POSTL

1

--

4

--

2

--

4

--

3

--

1

--

A

--

2

--

3

--

A

--


Ø 18 BALUSTERS

2000 BETWEEN POSTS LC

ELEVATION

VIEW

--

4





SECTION

--

1

B

--

SECTION

--

2

SECTION

--

3

C

--

B

--

DETAIL C

--

ANGLE BRACKETS

ANGLE

UNEQUAL

75 X 50 X 8

DETAIL B

--


HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

DETAIL A

--

C OF POSTL

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

ANGLE

UNEQUAL

75 X 50 X 8


1



AND TECHNOLOGY

1

ISSUED

SFR


20.01.17

/DS2014_006008

R0800-21 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

100 200 300 400 500 mm0

100 50

=

=

11 SPACES @ 152 = 1672

146

75

16

16

146

100 200 300 400 500 mm0

100 50

100 200 300 400 500 mm0

100 50

=

=

64

1964

75

16

16

11 SPACES @ 152 = 1672

1800

64

75

==

6

32

20

0 20 40 60 10080

25

50

20

0 40 6020 10080

6

=

=

1964

298

75

3 SPACES @ 456 = 1368 298

100 200 300 400 500 mm0

100 50

HEIG

HT V

ARIE

S

18

3342

1650

HEIG

HT V

ARIE

S 1150 (

MIN)

TO 1350 (

MA

X).

500 (

MA

X)

300

(MIN)

3342

18

81050

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

200

75

TYP. ALL

75

100

1700

1200 T

O 1400

75

50

TRAFFIC DIRECTION

TRAFFIC DIRECTION

75 X 10 FLAT

75 X 10 FLAT

75 X 10 FLAT TYP

75 X 10 FLAT TYP

4

--

2

--

4

--

3

--

1

--

1

--

A

--

2

--

3

--

A

--

ELEVATION

LC2000 BETWEEN POSTS

Ø 18 BALUSTERS

Ø 22 BALUSTERS


VIEW

--

4

SECTION

--

1

B

--

SECTION

--

2

SECTION

--

3

C

--

B

--

C OF POSTL




C OF POSTL

ANGLE

UNEQUAL

75 X 50 X 8

ANGLE

UNEQUAL

75 X 50 X 8

C OF POSTL

DETAIL B

--

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

ANGLE BRACKETS

DETAIL A

--

DETAIL C

--

C OF POSTL

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT


1



AND TECHNOLOGY

1

ISSUED

SFR


20.01.17

/DS2014_006009

R0800-22 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

100 200 300 400 500 mm0

100 50

=

=

11 SPACES @ 152 = 1672

146

75

16

16

146

100 200 300 400 500 mm0

100 50

100 200 300 400 500 mm0

100 50

=

=

1964

146

75

16

16

11 SPACES @ 152 = 1672

75

146

1964

==

6

32

20

0 20 40 60 10080

25

50

20

0 40 6020 10080

6

=

=

1964

298

75

3 SPACES @ 456 = 1368 298

100 200 300 400 500 mm0

100 50

HEIG

HT V

ARIE

S

18

3342

1650

HEIG

HT V

ARIE

S 1150 (

MIN)

TO 1350 (

MA

X).

500 (

MA

X)

300

(MIN)

3342

18

81050

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

200 TYP. ALL

75

100

1700

1200 T

O 1400

50


75 X 10 FLAT

75 X 10 FLAT

75 X 10 FLAT TYP

75 X 10 FLAT TYP

2000 BETWEEN POSTS

4

--

2

--

4

--

1

--

3

--


Ø 18 BALUSTERS

C OF POSTL

1

--

2

--

3

--

ELEVATION

LC

A

--

A

-- VIEW

--

4

SECTION

--

1

B

--

SECTION

--

2

SECTION

--

3

C

--

B

--





DETAIL A

--

C OF POSTL

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

ANGLE

UNEQUAL

75 X 50 X 8

DETAIL B

--


HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

ANGLE

UNEQUAL

75 X 50 X 8

ANGLE BRACKETS

DETAIL C

--


1


AND TECHNOLOGY

PEDESTRIAN FENCETYPE 5 - VERGE 1

ISSUED

SFR


20.01.17

/DS2014_006010

R0800-23 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

100 200 300 400 500 mm0

100 50

=

=

11 SPACES @ 152 = 1672

146

75

16

16

146

100 200 300 400 500 mm0

100 50

100 200 300 400 500 mm0

100 50

=

=

1964

146

75

16

16

11 SPACES @ 152 = 1672

146

1964

==

6

32

20

0 20 40 60 10080

25

50

20

0 40 6020 10080

6

=

=

1964

298

75

3 SPACES @ 456 = 1368 298

100 200 300 400 500 mm0

100 50

HEIG

HT V

ARIE

S

18

3342

75X10 FLAT TYP

1650

HEIG

HT V

ARIE

S 1150 (

MIN)

TO 1350 (

MA

X).

500 (

MA

X)

300

(MIN)

3342

18

81050

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

200

TYP. ALL

75

100

1700

1200 T

O 1400

50

TRAFFIC DIRECTION

TRAFFIC DIRECTION

75

75 X 10 FLAT TYP

75 X 10 FLAT

75 X 10 FLAT

UNEQUAL

75 X 50 X 8

ANGLE

4

--

2

--

4

--1

--


Ø 18 BALUSTERS

3

--

LC

ELEVATION

A

--

3

--

2

--

1

--

A

--

2000 BETWEEN POSTS

C OF POSTL

VIEW

--

4





SECTION

--

1

B

--

SECTION

--

2

B

--

SECTION

--

3C

--

DETAIL C

--

ANGLE BRACKETS

ANGLE

UNEQUAL

75 X 50 X 8


HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

DETAIL B

--

DETAIL A

--

C OF POSTL

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT


1



AND TECHNOLOGY

1

ISSUED

SFR


20.01.17

/DS2014_006011

R0800-24 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

100 200 300 400 500 mm0

100 50

=

=

11 SPACES @ 152 = 1672

146

75

16

16

146

100 200 300 400 500 mm0

100 50

100 200 300 400 500 mm0

100 50

=

=

1964

146

75

16

16

11 SPACES @ 152 = 1672

75

146

1964

==

6

32

20

0 20 40 60 10080

25

50

20

0 40 6020 10080

6

=

=

1964

298

75

3 SPACES @ 456 = 1368 298

100 200 300 400 500 mm0

100 50

HEIG

HT V

ARIE

S

18

3342

1650

HEIG

HT V

ARIE

S 1150 (

MIN)

TO 1350 (

MA

X).

500 (

MA

X)

300

(MIN)

3342

18

81050

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

200

75

TYP. ALL

75

100

1700

1200 T

O 1400

75 50


75 X 10 FLAT

75 X 10 FLAT

75 X 10 FLAT TYP

75 X 10 FLAT TYP

2000 BETWEEN POSTS

4

--

2

--

4

--1

--

3

--


Ø 18 BALUSTERS

C OF POSTL

LC

ELEVATION

A

--

3

--

2

--

1

--

A

--

SECTION

--

1

B

--

VIEW

--

4

SECTION

--

2

C

--

SECTION

--

3

B

--

ANGLE

UNEQUAL

75 X 50 X 8

C OF POSTL

DETAIL B

--

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

ANGLE BRACKETS

C OF POSTL

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

DETAIL A

--





DETAIL C

--

ANGLE

UNEQUAL

75 X 50 X 8


1

PEDESTRIAN FENCETYPE TYPE 6 - VERGE


AND TECHNOLOGY

1

ISSUED

SFR


20.01.17

/DS2014_006012

R0800-25 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

100 200 300 400 500 mm0

100 50

=

=

11 SPACES @ 152 = 1672

146

75

16

16

146

100 200 300 400 500 mm0

100 50

100 200 300 400 500 mm0

100 50

=

=

1964

146

75

16

16

11 SPACES @ 152 = 1672

75

146

1964

==

6

32

20

0 20 40 60 10080

25

50

0 40 6020 10080

6

=

=

1964

298

75

3 SPACES @ 456 = 1368 298

100 200 300 400 500 mm0

100 50

HEIG

HT V

ARIE

S

18

3342

1650

HEIG

HT V

ARIE

S 1150 (

MIN)

TO 1350 (

MA

X).

500 (

MA

X)

300

(MIN)

3342

18

8

1050

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

200

75

TYP. ALL

75

100

1700

1200 T

O 1400

75

50

TRAFFIC DIRECTION

TRAFFIC DIRECTION

75 X 10 FLAT

75 X 10 FLAT

75 X 10 FLAT TYP

75 X 10 FLAT TYP

2

--

4

--1

--

4

--

3

--


Ø 18 BALUSTERS

C OF POSTL

LC

ELEVATION

2000 BETWEEN POSTS

2

--

1

--

A

--

3

--

A

--

VIEW

--

4





SECTION

--

1

B

--

SECTION

--

2

SECTION

--

3

B

--

C

--

ANGLE

UNEQUAL

75 X 50 X 8

C OF POSTL

DETAIL B

--

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

ANGLE BRACKETS

ANGLE

UNEQUAL

75 X 50 X 8

BRACKETS ONLY.

HOLE IN BOTTOM RAIL


Ø 14 HOLE TO FIT

C OF POSTL

DETAIL A

--

DETAIL C

--


1



AND TECHNOLOGY

1

ISSUED

SFR


20.01.17

/DS2014_006013

R0800-26 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

(INTERNAL)

6

52

(INTERNAL)

20

42

(IN

TE

RN

AL)

TYP

112

6

(INTERNAL)

112

80

52

(INTERNAL)

20

80

CROSS BREAK.

42

(IN

TE

RN

AL)

TYP

11010

0 100 200 300 mm

100 50

(INTERNAL)

11252

(INTERNAL)

20

42

(IN

TE

RN

AL)

15

10

6

PL

90

10

TYP

TYP

200

10

90

TYP

DETAIL OF INTERMEDIATE GABLE POST CAP

NOTE: FABRICATED FROM NOM. 1.6 SHEET.

DETAIL OF INTERMEDIATE CROSS BREAK POST CAP



DETAIL OF INTERMEDIATE SPHERICAL POST CAP

WITH THREAD SEALANT

WITH DOME HEADED NUTS SECURED

M8 THREADED ROD (120 LONG)

Ø 10 HOLE TYP TO FIT

WITH THREAD SEALANT



Ø 10 HOLE TYP TO FIT

WITH THREAD SEALANT



Ø 10 HOLE TYP TO FITA

--

1

--

1

--

ELEVATION

SECTION

--

1

TOP COVER PLATE

DETAIL A

--

DIMENSIONS SHOWN.

METAL BALL TO

CENTRALLY LOCATED.

Ø 30 HOLE


1

PEDESTRIAN FENCEINTERMEDIATE POST CAP


AND TECHNOLOGY

1

ISSUED

SFR


20.01.17

/DS2014_006014

R0800-27 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

1050

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

200

228

8

25228

8

25

200 25 X 6 FLAT

25

25

25

25 X 6 FLAT

75 X 10 FLAT

1050

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

OF F

LATS

200

228

8

25

200

228 228 228

8

25

8

25

OF F

LATS

ME

AS

UR

ED B

ET

WEE

N B

OTT

OM

1050

C OF POSTL

LC

ELEVATION

2000 BETWEEN POSTS

C OF POSTL

1 CIRCLE



ELEVATION

3 CIRCLES


ELEVATION

2 CIRCLES


WELDED TO FENCE.

AT TOP OF CIRCLE WHEN

CIRCLE WELD TO BE PLACED1

--

1

--

SECTION

--

1

PLAN


1


AND TECHNOLOGY

TYPES 3, 4, 5 AND 6.

THIS DRAWING SHOWS THE TYPICAL CIRCLE EMBELLISHMENTS FOR FENCE

NOTES

1

PEDESTRIAN FENCE EMBELLISHMENTS

ISSUED

SFR


20.01.17

/DS2014_006015

2016-11-29

R0800-28 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

20MPa

MASS CONCRETE FOOTING

250 DIA. X 600 DEEP

20MPa

MASS CONCRETE FOOTING

250 DIA. X 600 DEEP

300 MIN.

300 MIN.

300 MIN.

300 MIN.

FOR FULL LENGTH OF FENCE


FOR FULL LENGTH OF FENCE


1500 OR 2000

1500 OR 2000

900

42.4 mm OD X 3.2 mm WALL M.S. TUBE

42.4 mm OD X 3.2 mm WALL M.S. TUBE

FOOTPATH

1400

SHARED PATH


1


AND TECHNOLOGY

1

PIPE HANDRAIL DETAILS

GRADIENT OF 1 IN 33 OR SHALLOWER.

HANDRAIL DETAILS ARE APPLICABLE FOR FOOTPATH OR SHARED PATH4.

5 m FROM A VERTICAL FALL OR BATTER SLOPE FOR REQUIREMENTS.

THE DISTANCE FROM EDGE OF FOOTPATH / SHARED PATH IS LESS THAN

REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 6A WHERE3.

ACCORDANCE WITH AS 1554.1.

ALL WELDED CONNECTIONS MUST BE SP WELD CATEGORY IN2.

EXTERNALLY IN ACCORDANCE WITH THE REQUIREMENTS OF AS 4792.

STEEL SECTIONS MUST BE HOT-DIP GALVANISED INTERNALLY AND1.

ISSUED

SFR


20.01.17

/DS2014_006016

R0800-29 -

NOTES




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

3000

50 M

AX

3000

3000

1500

3000

100

GALVANIZED SPLIT FITTING

50 M

AX

1500

100

50 M

AX.

1500

GALVANIZED SPLIT FITTING

3000 3600

100

3000

SEE NOTE 5

WITH SPECIFICATION R 201

CHAINWIRE TO IN ACCORDANCE

DROP BOLTS

900

600

600

600

600

900

900

600

600

(60.3 OD) GALVANISED PIPE 3.6 WALL

END CORNER OR GATE POST DN 50


(48.3 OD) MEDIUM

BRACE POST DN 40

3.2 WALL

(42.4 OD) GALVANISED PIPE

INTERMEDIATE POSTS DN 32

50

TYPIC

AL

CONCRETE FOOTING


CONCRETE FOOTING


CONCRETE FOOTING



(48.3 OD) MEDIUM

BRACE POST DN 40


(48.3 OD) MEDIUM

BRACE POST DN 40

3.2 WALL

GALVANIZED PIPE

(48.3 OD) MEDIUM

BRACE POST DN 40

(42.4 OD) GALVANISED PIPE 3.2 WALL

INTERMEDIATE POSTS DN 32

TOGETHER

WIRES CABLED

2 X 3.15 DIA.

AND CABLE WIRES

TIE WIRES TO POST

ATTACHED BY 2 DIA.

CHAIN WIRE TO BE

(60.3 OD) GALVANIZED PIPE 3.6 WALL

STRAIN AND CROSSFENCE POST DN 50

END OR CORNER PANEL AND INTERMEDIATE PANEL

(AT MAX. INTERVAL 120 m) AND AT CROSSFENCE

STRAIN POST - INTERMEDIATE POST

CABLED TOGETHER

2 X 3.15 DIA. WIRES

AND CABLE WIRES

TIE WIRES TO POST

ATTACHED BY 2 DIA.

CHAIN WIRE TO BE

M.S. LOCKING CHAIN

9.5 GALVANIZED

GATE

GALVANIZED PIPE

GATE POSTS 50 OD


1

MARSUPIAL PROOF FENCINGWITH GATE DETAIL


AND TECHNOLOGY





R 201

ALL FENCING MATERIALS TO BE IN ACCORDANCE WITH SPECIFICATION5.

JOINTS TO BE WELDED AND PAINTED WITH COLD GALVANIZED PAINT.4.

GATES TO BE FABRICATED FROM 34 OUTSIDE DIA. GALVANIZED PIPE.3.

CONCRETE FOOTINGS 20 MPa.2.

ALL POSTS WEATHER CAPPED.1.

1

ISSUED

SFR


20.01.17

/DS2014_006017

R0800-30 -

NOTES




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

POST

TO PREVENT ROTATION )

( FIXED TO VERTICAL POST

14 GAUGE TEK SCREW

GALVANIZED WEATHER CAPS ON ALL POSTS

400

MM

GROUND MESH

FASTENING PINS

FENCE LINE.

VAR

YING

LENGTH

S

GROUNDGROUNDGROUND

600

900

900

25

MAX. 4000 @ ENDSMAX. 4000 BETWEEN UPRIGHTS

500

200

PINS @ 1000 C / C

1167

600

1000

1167

MESH TO OVERHANG MIN. 500

ROAD SIDE

MIN.

100

ERECTED VERTICALLY

(XL 350 STRUCTURAL GRADE PIPE)

INTERMEDIATE POST 32 NM MIN.

GALVANIZED STEEL

FOR FOOTING DETAILS

SEE SHEET 3VERTICALLY

GRADE PIPE) - ERECTED

( XL 350 STRUCTURAL

POST 50 DN MIN.

CORNER OR STRAINER

GALVANISED STEEL

FAUNA HABITAT

TO FACE THE SIDE OF

THIS SIDE OF FENCE

200

GALVANIZED STEEL PIN

7 HOT DIPPED

AND OVERLAP

3.15 MESH @ 210 CENTRES

CONNECT 2.5 MESH TO

GALVANIZED WIRE.( KNUCKLE / KNUCKLE MESH )

50 CHAIN-LINK FENCING FABRIC 2.5 DIA. HEAVILY

POST

BOTH SIDES OF THE

100 HORIZONTALLY

FIX LAPS WITHIN

50

TYPIC

AL

CABLE TIES AT 350 (MAX.) INTERVALS

( KNUCKLE / KNUCKLE MESH )

50 CHAIN-LINK FENCING FABRIC

3.15 DIA. HEAVILY GALVANIZED WIRE

32 DN GALVANIZED STEEL PIPE

STRAINER STRUTS AT FENCE ANGLES

ELEVATION

FASTENING PIN DETAIL

GALVANISED FASTENING PINS MUST BE USED.

FOR LOOSE OR SANDY SOILS 350 (MIN.)

NOTE:

TWISTED TIGHTLY TOGETHER

2 X 3.15 DIA. WIRES

45°

PLAN OF FENCE ANGLE

MIN INTERNAL ANGLE 135°

NOTE:

32 DN GALVANIZED STEEL PIPE

STRAINER STRUTS AT FENCE ANGLES

GROUND MESH FIXING DETAIL


THE INSTALLATION OF THE FENCE.

THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED PRIOR TO

FENCES INSTALLED NEAR HIGH VOLTAGE TRANSMISSION LINES.

SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES FOR

NOTES

1


AND TECHNOLOGY

3

FAUNA EXCLUSION FENCE

ISSUED

SFR


20.01.17

/DS2014_006018

R0800-31 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

GENERAL

1167

OVER CONCRETE DRAIN.

2.5 MESH TO BE PINNED

1500

100 MIN.

900600

GROUND

GROUND

VARY BY MORE THAN 800 )

( APPLIES WHERE POST RLS

FOOTING 900 X 200

CONCRETE DRAIN

SIDE

HABITAT

FAUNA

METAL FLAP

600

GROUND

GROUND

MAX. 4000 BETWEEN UPRIGHTS

HOT DIP GALVANIZED.

PINS TO BE MIN. 300 X10 DIA.

FASTING PINS @ 300 CENTRES

INCREASED TO PREVENT UPLIFT

INTERMEDIATE POST FOOTING

FOR VERTICAL CURVE SAGS

(SEE SHEET 3 FOR DETAILS)

CONCRETE FOOTING


FAUNA PROTECTION DRAINAGE DETAILS

INTERMEDIATE POST AT LOW POINT

ELEVATION

20°






OF FENCE.

METAL FLAP TO BE CONNECTED TO FENCE ON DOWNSTREAM SIDE

IN STORMWATER FLOW PATHS.

FLAP TO BE DESIGNED TO SUIT HYDRAULIC FLOWS AND DRAIN SHAPE

FLAP TO BE INSTALLED WITH LESS THAN 50 GAP.

AT DRAINAGE LINES AND GATES LIGHT CORROSION - RESISTANT METAL1.

NOTES

2


AND TECHNOLOGY

3

FAUNA EXCLUSION FENCE

ISSUED

SFR


20.01.17

/DS2014_006018

R0800-31 -



A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

50 DN GALV POST32 DN GALV POST

1167

( NOT FIXED )

CONTINUOUS LAPPED

FLOPPY TOP MESH

4000 3000

GROUND

20 D

OM

ED C

ON

CR

ETE

20 D

OM

ED C

ON

CR

ETE

CONCRETE FOOTING


600

CONCRETE.

20 MPa

MINIMUM

CONCRETE.

20 MPa

MINIMUM

OPENING

SIDE TO ALLOW FOR CORRECT

HINGES TO BE INSTALLED ON EITHER

900

900

900

900

32 DN GALV POST

20 D

OM

ED C

ON

CR

ETE

CONCRETE.

20 MPa

MINIMUM

900

MIN.

100

CONCRETE FOOTING


CONCRETE FOOTING

POSTS SET IN 300 DIA.CONCRETE FOOTING


CONCRETE FOOTING


TO ALLOW FOR OPENING OF GATE

AT UPTURN TO GATE STRUCTURE

GROUND MESH NOT FIXED

GRADE PIPE)

(XL 350 STRUCTURAL

PIPE 32 NM MIN.

GALVANIZED STEEL

STRUTS AT FENCE ANGLES

STEEL PIPE STRAINER

32 DN GALVANISED

(HINGE SIDE ONLY)

FOR OPENING OF GATE

CRANK TO BE ANGLED TO ALLOW

LOCKING

CHAIN

CABLE TIES AT 350 (MAX.) INTERVALS

( KNUCKLE / KNUCKLE MESH )

50 CHAIN-LINK FENCING FABRIC

3.15 DIA. HEAVILY GALVANIZED WIRE

GRADE PIPE)

( XL 350 STRUCTURAL

50 DN PIPE

GRADE PIPE)

( XL 350 STRUCTURAL

50 DN PIPE

MAINTENANCE GATE DETAILS

INTERMEDIATE POSTS FOOTING DETAILS STRAINER & CORNER POSTS FOOTING DETAILS INTERMEDIATE POSTS FOOTING DETAILS AT LOW POINT


3


AND TECHNOLOGY

3

FAUNA EXCLUSION FENCEWITH GATE

NOTES

ISSUED

SFR


20.01.17

/DS2014_006018

R0800-31 -




1. SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES



A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

SE

AL WID

TH

FE

NC

E

250

EXIS

T.

250

ROAD CENTRELINE

SPLAY (FOR SEALED ROADS ONLY).

EDGE OF BITUMEN.

DELINEATORS ON THESE POSTS.

STRAINER POST

END POST

750

300

900

75

1275

STRAINER POST

ATTACHMENT. SEE SHEET 2.

FOR DETAILS OF MOBILE

INTERMEDIATE POST

150

INTERMEDIATE POST.

100

100

WELD BEND

SEE DETAIL 'A'

PAST STRAINER POST

CHAIN-LINK FENCING FABRIC TO BE STRAINED

PLAN

STARPICKETS AND STRAINER POSTS

POST, TWO ROWS ON INTERMEDIATE

THREE ROWS OF SIX 40 STAPLES ON END

DUPLICATED ON OTHER END

THIS SECTION TO BEGALVANIZED EYE BOLT

Ø 19 X 180 LONG

FABRIC ON BOTH SIDES

CHAIN-LINK FENCING

150

MIN.

50 MESH, WIRE Ø 4

COLOUR-BONDED CHAIN-LINK FENCING FABRIC, (BLACK)

3 m 3 m

ELEVATION

(4 REQ'D)

Ø 3 APPROVED WIRE

Ø 30 DRILL HOLE.

FRONT VIEW

SLIPPED THROUGH LOOPS

Ø 3 APPROVED WIRE

PLAN VIEW

Ø 8

Ø 5

50 LONG

50 X 50 X 1.6 RHS

DETAIL OF INTERMEDIATE POST

DETAIL 'A' - CABLE ASSEMBLY

THREADED

COARSE

GALVANIZED EYE BOLT.

Ø 19 X 180 LONG

(TWITCHED).

APPROVED WIRE

TWO STRANDS OF Ø 4

AND STOCK MOBILE ATTACHMENT

POSITION OF DELINEATORS

1 m

3 m 3 m3 m 3 m

1.5 m1.5 m

1.5 m

1 m

1.5 m

1 m

LAYOUT PLAN

SEALED AND UNSEALED ROADS.

EDGE OF FORMATION FOR BOTH

WID

TH

FO

RM

ATIO

N

ON OUTSIDE OF END POSTS (4 REQ'D).

STOCK 'SCARE' DEVICE PLACED

ACTUAL LENGTH TO DEPEND ON SITE CONDITIONS

60 m ( 20 AT 3 m CENTRES )

RMS SPECIFICATION R131

ACCORDANCE WITH

BE INSTALLED IN

DELINEATORS TO


APPROPRIATE STRAINER & INTERMEDIATE POSTS.

REFER TO MODEL DRAWING DS2014/005986 FOR DETAILS OF2.

TO THE STOCKRACE.

ERECT STANDARD 'STOCK' WARNING SIGN W5-214 ON EACH APPROACH1.

1

STOCKRACE DETAIL


AND TECHNOLOGY

2

ISSUED

SFR


20.01.17

/DS2014_006019

R0800-32 -

NOTES




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CONTACT DETAILS

DRAWING TO :




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JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

500

STAINLESS STEEL SWIVEL

150

BAB

A A A

AAA

120

245

20

7

50

b

c

a

430

100

1800

ALUMINIUM PLATE

1.8 THICK BLACK ANODISED

LINKAGE DETAIL A

LINKAGE DETAIL B

REINFORCING DETAIL FOR ALL PLATE LINKS

c 25.4

b 13.8

a 3.2

CHAIN : GALV MS

GALVANIZED EYE BOLT

19 X 180 LONG

c 30.0

b 18.6

a 4.0

CHAIN:GALV MS

30 LONG, EACH SIDE

ATTACHED BY Ø 8 BOLT,

STEEL TUBING

25 X 25 X 3.2 GAUGE

FOR ATTACHMENT OF SWIVEL

WELD SPLIT CHAIN LINK TO CROSSBAR

OVER SHEET AND POP-RIVETTED.

0.8 THICK GALV. STEEL PLATE, FOLDED


2


AND TECHNOLOGY

2

STOCKRACE DETAIL

ISSUED

SFR


20.01.17

/DS2014_006019

R0800-32 -



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CO

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OPIE

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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

250

50

350

200

75

FENCE POST

CAP

AT 2700 CENTRES (MAX).

GALVANISED PIPE, 3.6 WALL, FENCE POST

DN 50 (59.3 OD) MEDIUM

RESERVE

ROAD

PROPERTY

PRIVATE

CONCRETE

20 MPA

MINIMUM

50

TYPIC

AL

GALVANISED PLATE

TREATED TO THE BOTTOM RAIL

LONG. BASE OF PALINGS TO BE PRESERVATIVE

100 WIDE HARDWOOD PALINGS 1500

Ø 10 GALVANISED BOLTS 75 LONG

10 M.S. GALVANISED CUPHEAD BOLTS

TREATED AND FIXED TO GALVANISED PLATES WITH

100 X 50 HARDWOOD RAILS TO BE PRESERVATIVE

AFTER FABRICATION.

PAINT WITH ZINC RICH PRIMER

WELDED TO POSTS (SEE DIAGRAM)

75 X 200 X 5 GALVANISED PLATE

450 R

OC

K

750 E

AR

TH

(MIN).

Ø 150

SECTION


1


AND TECHNOLOGY

1

PALING FENCE

NAILS - 50 LONG, 4 PER PALING.2.





ISSUED

SFR


20.01.17

/DS2014_006020

R0800-33 -

NOTES




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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

WORK AREA

WORK AREA

STAR PICKET

EXISTING

ROADWAY

PLASTIC WEBBED FENCING.

EXISTING

ROADWAY

200

600

300

550

100

950

50

550

EXCAVATION.

FENCE

PLASTIC WEBBED

EXISTING ROAD.

CHAIN LINK

FOOTPATH

FENCING FABRIC

CAP

PLASTIC

WORK AREA

FENCING

PUBLIC AREA

ALL STAR PICKETS

PLASTIC CAPDELINEATOR

TIE WIRE

BEHIND FENCING.

BE PLACED ON SEPARATE PICKETS

SPACE IS NOT AVAILABLE, LAMPS ARE TO

THE PAVEMENT EDGE AND WHERE MINIMUM

OF 600 mm AND A MAXIMUM OF 3.0 m FROM

STAR PICKET TO BE PLACED A MINIMUM

IS ADJACENT TO TRAFFIC.

FITTED TO ALL PICKETS WHERE FENCING

TO EVERY 5TH PICKET AND DELINEATORS TO BE

STEADY AMBER LAMPS TO BE FITTED

END ELEVATION

FENCING FABRIC.

CHAIN LINK

BETWEEN POSTS.

TOP AND BOTTOM

TO FENCING WIRE AT

AND BOTTOM AND TIED

TO PICKETS AT THE TOP

FENCING TO BE WIRED

2.5 GALVANIZED WIRE.

50 OR 60 MESH PITCH

3 m

3 m

Ø 4 FENCING WIRE.

SINGLE STRAND

STRUT EACH END

TIMBER OR STEEL

4 FENCING WIRE.

SINGLE STRAND

ELEVATION

STRUT EACH END

TIMBER OR STEEL

IN PLASTIC WEBBED FENCING

WIRE TO PASS THROUGH LOOPS

SINGLE STRAND Ø 4 FENCING

TRAFFIC CROSSING ROAD.

TO DISCOURAGE PEDESTRIAN

CHAIN LINK FENCING FABRIC

SURROUNDING EXCAVATION.

PEDESTRIAN FENCING

PROVIDE AN ALL WEATHER SURFACE.

OTHER SUITABLE MATERIAL TO

COVERED WITH CRUSHED ROCK OR

TEMPORARY FOOTPATH TO BE

FROM ENTERING WORK AREA.

TO DISCOURAGE PEDESTRIAN TRAFFIC

PLASTIC WEBBED PEDESTRIAN FENCING

PLAN AT PICKET


1


AND TECHNOLOGY

1

TEMPORARY PEDESTRIAN SAFETY FENCEAT WORK SITES

CONTROL AT WORK SITES MANUAL

OF PEDESTRIANS, MUST BE READ IN CONJUNCTION WITH THE TRAFFIC

THE PROVISIONS IN THIS DRAWING, WHICH APPLY TO THE PROTECTION6.

NARROW TOPPED LOOPS TO BE PROVIDED.

TO BE SPACED AT 0.5 m INTERVALS. COLOUR IS TO BE ORANGE.

WEBS 50 WIDE AND SPACED 50 APART. DOUBLE SIDED VERTICALS ARE

THE PLASTIC WEBBED FENCING MUST BE 950 HIGH WITH 10 HORIZONTAL5.

R 201.

ALL FENCING MATERIALS TO BE IN ACCORDANCE WITH SPECIFICATION4.

TRAFFIC.

TRAFFIC ENTERING A WORK AREA NOT AFFECTED BY VEHICULAR

PLASTIC WEBBED WHERE IT IS DESIGNED TO PREVENT PEDESTRIAN

ERECTED WHERE FENCING IS ADJACENT TO VEHICULAR TRAFFIC, AND

PLASTIC WEBBED FENCING. CHAIN LINK FENCING FABRIC IS TO BE

THE FENCE TYPE IS TO BE EITHER CHAIN - LINK FENCING FABRIC OR3.

GRADE AND IS TO BE PROPERLY MAINTAINED.

FENCING IS TO BE NEATLY ERECTED ON A SATISFACTORY LINE AND2.

MUST BE PREVENTED FROM ENTERING WORK AREA.

FENCING IS TO BE PROVIDED AT ALL LOCATIONS WHERE PEDESTRIANS1.

NOTES

ISSUED

SFR


20.01.17

/DS2014_006021

R0800-34 -




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m O

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AR

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OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

CONCRETE FILL 20 MPA.

600

GALVANIZED WEATHER CAP.

100

900 O

R 1200

100

900 O

R 1200

GROUNDLEVEL

220 MAX. STEP.

220 MAX. STEP.

50 MIN.

HEAVYWEIGHT WELDED MESH

HEAVYWEIGHT WELDED MESH

PROPERTY

PRIVATE

RESERVE

ROAD

GROUND LEVEL.

50

TYPIC

AL

FOR STOCK LENGTHS.

MUST BE SUITABLE

FENCE DETAIL ON LEVEL OR NEAR LEVEL GROUND

BOLTS AND NUTS.

TYPICAL FIXING CLIPS,

FENCE POST 48.3 OD

1300 F

OR 1800 P

OST.

1000 F

OR 1500 P

OST.

Ø 220

DETAIL IN GROUND FENCE POST

FENCE DETAIL ON SLOPING GROUND

BRICK INFILL.

CONCRETE OR

NUTS AND BOLTS.

TYPICAL FIXING CLIPS,

13° MAX.


1


AND TECHNOLOGY

HEAVYWEIGHT WELDED MESH FENCING 1

ISSUED

SFR


20.01.17

/DS2014_006022

R0800-35 -




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CO

MPLETE IF C

OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

AND TOUCH UP WITH ZINC RICH PRIMER

SITE WELDED JOINT. GRIND FLUSH

42.4 X 3.2 CHS

ADHESIVE FASTENERS.

WITH MECHANICAL OR

MIN. 75 INTO WALL

2-M16 BOLTS

Ø 17.5 HOLES

HAND RAIL MOUNTING BRACKET.

2000 MAX. 200

8 PLATE.

75

145

100

R50

100

100

Ø 16 MS ROD.

WALL MOUNTED HANDRAIL ARRANGEMENT

DETAIL

NOT TO SCALE

A

--

A

--


TO BE IN ACCORDANCE WITH AS 1428.1

DIMENSIONS OF HANDRAIL NOT SHOWN AND ERECTION OF HANDRAIL2.

COMPLETED HAND RAIL SECTIONS TO BE HOT DIP GALVANIZED.1.

NOTES

1

WALL MOUNTED HANDRAIL


AND TECHNOLOGY

1

ISSUED

SFR


20.01.17

/DS2014_006023

R0800-36 -




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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

600 MAX. (FROM FACE OF KERB)

1000

350

75

ROAD PAVEMENT

FOOTPATH PAVEMENT

RAMP 1 IN 10 (MAX.)

RAMP 1200 MIN.

REFLECTIVE WHITE TAPE

REFLECTIVE WHITE TAPE

REFLECTIVE RED TAPE250

(USED AS REQUIRED)

REFLECTIVE TAPE

CLASS 2

300

250

25

25

250 2525025

300 (MIN.)

25

25

(TAPE TO BE CLASS 2 WHEN REQUIRED)

DETAIL SHOWN ABOVE IS TYPICAL FOR 1200 HANDRAIL

800 MINIMUM

R 150

200 DIA. CONCRETE FOOTING

1500 DESIRABLE

(SEE NOTE 3 FOR COLOUR)

50 DN POWDER COATED PIPE

(SEE NOTE 5)

SLAB BUT MUST BE STABLE

METAL SLEEVE OR BOLTED TO

RAIL MAY BE SUPPORTED IN

RAMP TO CONFORM WITH AS 1428.1

SMOOTH INVERT TO BE PROVIDED

REFLECTIVE TAPE DETAIL


SUPPORT SLEAVE TO BE 65 DN STEEL PIPE.5.

R 201.

ALL MATERIALS TO BE USED IN ACCORDANCE WITH SPECIFICATION4.

PART 6A : PEDESTRIAN AND CYCLIST PATH.

NECESSARY) TO BE AS PER AUSTROADS GUIDE TO ROAD DESIGN

POWDER COATING COLOUR AND TARGET BOARD PROVISION (WHERE3.

GALVANIZED PIPE.

HOLDING RAIL TO BE FABRICATED FROM 50 DN X 2.9 WALL STEEL2.

CONCRETE FOOTINGS 20 MPa.1.

NOTES

1


AND TECHNOLOGY

HOLDING RAIL (U-RAIL) DETAILS1

ISSUED

SFR


20.01.17

/DS2014_006024

R0800-37 -


PRESTRESSED CONCRETE POSTS - Roads and … · standard drawing no. rev date amendment / revision...

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Transcript of PRESTRESSED CONCRETE POSTS - Roads and … · standard drawing no. rev date amendment / revision...