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Landscape Specification

of 108

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50 x 6 x 600 strap with

 
 
 
 
 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 
    
   
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Smm Locking Plate fixed

Smm End Plate fixed to

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3500 #25 hole each end. to post with 75mm type 199 post with vom type 17
Similar detail other end 17 galv. screws. galv. Screws.
4250 x 6150 nom refer to end elevation YY
° oO
2 Plate \ = _ log top rail 86 @ hole in q Li ol w SIN| SR
=— = E+ Ye plate (typ). | Q| 8
ITs NX rt to é a lA
N Oo
PLAN Post Cut 50 deep A 4s oA 2 1 S| 5 JI TD i»
— scarf in rai ° aie N of +
R i ch =
65 NB (light) pipe 7 | 130
Rounded rail x 3700 long | 70 |
R50 _ | 1 Tr i 5 thick 2
Tongue + mm tnic S +
9 ) SEQ 27; oO “TV Padlock cover ‘ 50 \
{ = < |] ——_ 3 CFW to pole Locking Plat
DETAIL _A Padlock cover 75 ey
985 hole in channel 100} « 15 DETAIL B
Padlock refer t te 13 a
100 |} IL_\“Fiengeo™* "fe" f° note | ; 300 “ END ELEVATION
a rad c}]O
wo L + — 4
NN Post: 125 x 65 x 8 channel | gs}2 ELEVATION 4 HI
an
r |_|
50 x 6 x 600 strap with . Locking plate and
Slope concrete 25 away from pqst #25 hole each end, bend on ¢ 65 NB x 3.6mm pipe Padlock cover refer
i 40 End plate rail x 3700 lon
= 9150 pin. s 9 Detail A
| | DS al Pa SECTION AA refer Detail B
ol of” LL ann par x “0 long 920 pin with 50 SQ x 6 plate 2a ae
o 3 ee welded to cnanne os welded to one end, and a #10
L LA di | * hole other end for padlock | |
j * « f : = « oo Padlock refer to note 13 LY OMY YX J OE | £ <= O 7
‘a. - Oo ‘a
300 © 86 @ hole in Hardwood timber bollard lI Sg
La ELEVATION Drill $22 hole through post (typ). reer Oe \ ”
post for pin
Rail
#85 hole ELEVATION
J eC END ELEVATION
+|_50 618 hole |< LOCKING RAIL TYPE 2 ISOMETRIC_VIEW
is wel fl LOCKING RAIL TYPE 3
oO
+8 F 8 NOTES:
| vy) ~ A Y lo 1. All pipes medium black tube to AS 1074. 9. Log Barriers to be 150 dia. Grade A treated to AS 1604.
10 Plate N 2. All welds to AS 1554. 10. Use of CCA treated timber to be approved by relevant Council
10 Plate 3. All welding symbols to AS 1101.3. prior to installation.
6 12 4. Steel plates to be Grade 250 to AS 3678. 11. Paint all cut CCA surfaces with industrial clear water repellant
Post ~ 50 5. Bar and channels to be Grade 250 to AS 3679. to lock chemicals used on CCA, in accordance with AS 1607.
6. All fabricated work, including plate key, shall have smooth 12. All hardwood timber to be Durability Class 1 F14, preservative
ground edges. treated to H5.
TONGUE FLANGE 7. All steelwork to be hot dipped galvanised after fabrication to 13. Refer to relevant Council for supply of approved locking
AS 4680. system.
LOCKING RAIL TYPE 1 RAIL TYPE 1 8. Concrete N25 in accordance with AS 1379 and AS 3600. 14. Locking rail to be painted yellow (Safety) or as specified.
15. All dimensions are in millimetres unless shown otherwise.
These drawings have been developed in consultation between the participating Councils.
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.
Pete rata as fF
mender rawin: mber,
03713-{ Oraving. number ‘changed Type7-Ral_helght amended INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA FENCING ty
Bt-08710-t Review LOCKING RAIL CS-045 If
F{ 11/15 [isometric View added STANDARD DRAWINGS TYPES 1,2 & 3 A

 

 

 

 

 

 

 

 

 
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