Original source · versioned page text
Landscape Specification
90 0.D.
3570 [ Galv. pipe
90 3140 160 ,90 °
013 <
1550 Lock Arrangement as / Tr i
adopted by relevant rane \ 90 0.D. Galv. pipe to be See note 3 -
a \ i concrete filled (top & bottom) g 8
25]
ee |
See note 6 [1
(top & bottom) #13 8B] 2
wo
FS 25 0.D. galv. pipe N VIN UNG
‘ g
ty le aa FF xe N
Pe fait . ef NY
Boal [oc KQ 90 0.D. Galv. pipe to be . we 30° Appr. Ss
ea eo concrete filled vy Pe eal °
ve ae 1 ie : 2 x 612 x 150 &
we ieee t4n] Be o Rods Welded to la?
Bl koe: 4) Debye 3 both sides ia
és WY Gates Pivoting Footing etl toe 3
a "y Y monn minimum requirement a a -
SECTIONAL ELEVATION pU, SECTION AA
. * 613
450 Sb See note 3—-\
eS
aA —te Aw
B , _913 hole to suit gal. 00 /
- \ 12 bolts(typ) , PLAN
NoTes to +) POST HINGE DETAILS
1. All concrete to be grade N25 in accordance with AS 1379 0 0.0. OO
and AS 3600 ol o galv. pipe
2. Gate to be mounted to post with two M12 galvanised steel bolts 2 S| 25
40 long suitably burred after erection. 413 hole to suit 50 0.D.
3. Hinge lugs to be 6 fillet welded to post and gate prior to erection | $12 bolts(typ) galv. pipe
4. All end and mitre joints to be butt welded all around. yP
5. All pipes to be medium gauge heavy galvanised finished with two >T—- ab z | By
coats of two pack 125 micron minimum total thickness. ho ONG Cy 5 ~~
6. All welds and bare metal to be thoroughly cleaned and painted gi 70 See Not 3/
with cold galvanising primer prior to finish coat. ee Note
7. All dimensions are in millimetres unless shown otherwise. SECTION B-—B PLAN
GATE HINGE DETAILS
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.
i G
Dt oe Nels § omen INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA FENCING oi
St Bere pions Chonaed ENTRANCE BARRIER GS-047 ff
STANDARD DRAWINGS A
A 02/16 ORIGINAL ISSUE REVISIONS _ Original Issue = SINGLE SWING GATE AY
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