Approved Plan - Landscape Specification prepared by URBIS - OPW24/0110

 

200

 

 

; 1000

3000

 

Refer to note 7 500

2000

500

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PARK SIDE
a 3
I gs} &| 8 See Detail A
| N *° Square or circular formwork to be used 1
f 200 X 100mm F14 slope concrete 25 away from post f§
rough sawn U
o Durability Class 1 ES; i: ES } ES; i
12 HWD post ol & es Fs
preservative treated S| ” fe = es
pe | js 33
S canter te al = Es - Concrete A
N
_ exposed edges
Ll SECTION NR 610-20 grovel
INI 44 yw
ye ea NS $20 galvanised spike
yy. SN (barbed) or batten screw
Ni ° <
a 4a KK °
x x 20 MPa no fines ® {
Yee wk concrete footing 3 g 2 tt
x: Lk S d
\ eee NS
CARR a Check 50 out of rail
2°
oO
= TYPE 1 TYPE 2
490 PS Predrilled #20
SIDE SECTION Ny hole 270 long TYPICAL RAIL JOINTS
FOR CONTINUOUS FENCING
1500 Spacings DETAIL A
| | ~~ NOTES:
7 y 1. Concrete N25 in accordance with AS 1379 and AS 3600.
W/, A ° Durability class H5 min to AS 1604,
a 2. All hardwood timber to be Durability class 1, F14 preservative
\ treated to H5.
. 10 3. Log Barriers to be 150 diameter, Grade A treated to AS 1604.
7 s x Use of CCA treated timber to be approved by relevant Council
~ prior to installation.
4. Paint all cut surfaces with industrial clear water repellant to lock
. in chemicals used on CCA, in accordance with AS 1607.
- 2 M12 galv. cuphead bolt with 5. Material
Finished ground level 3S nut and washer countersunk Hexagonal head bolts to AS 1111.
and bolt end burred. Nuts to AS 1112.
Washers to AS 1237.
Galvanising to AS 1214.
FRONT ELEVATION 6. Check for service locations prior to boring for posts
7. The speed environment of the road should be considered when
HARDWOOD determining the lateral placement of log barrier fencing adjacent to
TIMBER BOLLARD ALTERNATIVE. RAIL the road way. Refer Austroad "Guide to Road Design — Part 6”.
Refer to relevant Council a 8. All dimensions are in millimetres unless shown otherwise.
for Bollard Type 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.
O13 { Aenea Drawing NAB INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA FENCING B
mender rawing Number Db
eter kevin STANDARD DRAWINGS LOG BARRIER AND ALTERNATIVE GS-042 [ff
Al-06/09 [ORIGINAL ISSUE — _- HARDWOOD TIMBER BOLLARD A